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RAJASTHAN TOURISM DEVELOPMENT CORRPORATION HOTEL SWAGATAM CAMPUS NEAR RAILWAY STATION JAIPUR
PHONE NO 51157802202586 FAX 0141-22010452204065
E-TENDER NOTICE NO082016-17
Rajasthan Tourism Development Corporation Limited ( RTDC) Jaipur invites sealed competitive bids for the following works from the contractors registered with State Government Government of India CentralState Government undertaking in appropriates class and trade as per the details given below The detailed information can be seen at website wwwrtdctourism rajasthangovin amp sppprajasthangovin The tender documents can be downloaded to httpeprocrajasthangovin from dated 26816 to -26916 for PRASAD YOJNA and 26816 to 29916 for SWADESH DARSHAN YOJNA as mentioned below upto 200PM and should be deposited on line in electronic format upto 300 PM on dated 26916 amp 29916 respectively
SN Name of work Approx Value (Rs in lakhs)
Earnest money(in
lacs)
Tender Cost (in
Rs)
E-Process Fees(in Rs)
Completion period of
work
Date of selling Date of receipt
(A)Various Development works at Pushkar amp Ajmer(Prasad Yojna)
1 Street up gradation from Delhi Gate to Dargah Street(Ajmer)
12000 240 5000- 1000- 18 months 26816 to 26916
26916
2 Illumination of Dargah Street Ajmer)
7000 140 5000- 1000- 1 2 months 26816 to 26916
26916
3 Improvement of Delhi Gate ampDargah Chowk at (Ajmer)
5000 100 5000- 1000- 12 months 26816 to 26916
26916
4 Development of Tourist Information Kiosk at Railway station amp Bus Stand ( Ajmer)
7000 140 5000- 1000- 12months 26816 to 26916
26916
5 Illumination of Pushkar Sarovar 9000 180 5000- 1000- 12months 26816 to 26916
26916
6 Restoration amp Development works at Pushkar Market Street around Sarovar Pushkar Ajmer
10000 200 5000 1000- 18 months 26816 to 26916
26916
7 Improvement of sewage net working amp solid waste around Brahma TemplePushkarAjmer
25000 500 5000- 1000- 18months 26816 to 26916
26916
8 Illumination of site amp surrounding near Temple pathway of Brahma Temple Pushkar Ajmer
4500 090 5000- 1000- 12 months 26816 to 26916
26916
9 Refurbishment Restoration ampDevelopment works at Parikrama Path Pushkar Ajmer
30000 600 5000- 1000- 18 months 26816 to 26916
26916
10 Improvement amp Development of Road of Parikrama Path of Pushkar to facilitate tourist movements Pushkar Ajmer
7000 140 5000- 1000- 12months 26816 to 26916
26916
11
Development of Tourist facility at Parikrama Path of Pushkar SarovarPushkar Ajmer
5500 110 5000 1000- 12months 26816 to 26916
26916
12
Illumination of Parikrama Path of Pushkar Sarovar Pushkar Ajmer
4500 090 5000- 1000- 12months 26816 to 26916
26916
(B)Various Dev Works at Sambhar Jaipur
1 Various Improvement works at Sambhar Salt complex Sambhar Jaipur
5500 110 5000- 1000- 12 months 26816 to 29916
29916
2 Development of caravan Park at Sambhar salt complexSambhar Jaipur
23000 460 5000- 1000- 18 months 26816 to 29916
29916-
3 Development of craft haat ampadministrative block at Sambhar salt complex Jaipur
18500 370 5000- 1000- 18 months 26816 to 29916
29916
4 Development of festivalfair ground amp local Bazar at sambhar salt complex Jaipur
10000 200 5000- 1000- 18 months 26816 to 29916
29916
5 Development of mini night safari at Naliasar Sambhar Jaipur
14000 280 5000- 1000- 18 months 26816 to 29916
29916
2
6 Development of camping ampconstruction of log huts at Naliasar Sambhar Jaipur
40000 800 5000- 1000- 18 months 26816 to 29916
29916
7 Solar street lighting at Naraina Sambhar Jaipur
1200 024 1000- 1000- 7 months 26816 to 29916
29916
8 Solar street lighting for approach road for Bi-cycle Track
7000 140 5000- 1000- 12 months 26816 to 29916
29916
The undersigned reserves full right to cancel all or any part of the NIT without assigning any reason Terms amp Conditions
1 The bid shall be in two part ie (A) Technical bid ( 2) Financial bid for item(A )serial no1 679 amp for item(B) serial no2
3456 and for rest items ie(A)23458101112amp(b)178 financial bids are acceptable The technical bids will first be
opened on due date ie 260916 amp 290916 as mentioned above at 400 PM In case of any holiday on the opening date
of the tender the same shall be opened on next working day on same time After scrutiny and declaration of
qualifiedsuccessful bidders the financial bids will be opened for which the successful bidders will be informed
2 The registration certificate in appropriate class amp trade Sales tax PAN NO EPF REGISTRATION NO service tax
registration copies are to be enclosed in technical bid
3 The Earnest money amp tender cost should be submitted in the name of General Manager-Works RTDC Ltd Jaipur and
e-processing fees in the name of MD RISL Jaipur in the form of Bank Demand Draft shall be deposited in person in
the office of Generam Manager-Works RTDC LtdJaipur upto 200 PM upto dated 2692016 amp 2992016
respectively and information thereof will also be given on website with tender document
4 The participants firms should have similar works experience of 13 value of the works as above in last five years
(including current year if opted by the bidder) and attested copies of certificate of satisfactorily completion of work
should also be given
5 The bidder must ensure that all the information required in the documents is furnished by him complete in all
respects He would not be allowed to withdraw any documents or to rectify any information after submitting the bid
6 The copy of balance sheet of the firm for last three years duly certified by CA showing turnover of the firm is to be
given
(Madhav Sharma) GENERAL MANAGER-WORKS
RTDC LTD JAIPUR No Date Copy to following for information amp na-
1 PS to Director Tourism Govt of Rajasthan Jaipur
2 PS to Managing Director RTDC Ltd Jaipur
3 EO to Executive Director (Finance) RTDC Ltd Jaipur
4 PA to Executive Director RTDC Ltd Jaipur
5 Divisional Engineer RTDC Ltd Jaipur
6 Assistant Accounts Officer Works Division RTDC Ltd Jaipur
7 Cashier WD RTDC Ltd Jaipur
8 Computer Operator Computer section to upload the NITBID on website as mentioned above
(Madhav Sharma)
GENERAL MANAGER-WORKS
RTDC LTD JAIPUR
3
RAJASTHAN TOURISM DEVELOPMENT CORRPORATION
HOTEL SWAGATAM CAMPUS NEAR RAILWAY STATION JAIPUR PHONE NO 51157802202586 FAX 0141-22010452204065
E-TENDER NOTICE NO 082016-17 Rajasthan Tourism Development Corporation Limited ( RTDC) Jaipur invites sealed competitive bids for the Various Development refurbishment restoration amp construction Works at Ajmer-Pushkar (PRASAD YOJNA) amp Sambhar Town Jaipur ( Swadesh Darshan Yojna) from the contractors registered with State Government Government of India and undertaking of statecentral Government in appropriates class amp trade The detailed information can be seen at website wwwrtdctourismrajasthangovin amp sppprajasthangovin The tender documents can be downloaded to httpeprocrajasthangovin from dated 2682016 to 2692016 for Prasad Yojna and from dt 2682016 to 2992016 for Swadesh Darshan Yojna upto 200 PM The undersigned reserves the full rights to reject all or part thereof the tender
(Madhav Sharma) GENERAL MANAGER-WORKS
RTDC LTD JAIPUR No Date Copy to following for information amp na-
1 PS to Director Tourism Govt of Rajasthan Jaipur
2 PS to Managing Director RTDC Ltd Jaipur
3 EO to Executive Director (Finance) RTDC Ltd Jaipur
4 PA to Executive Director RTDC Ltd Jaipur
5 Divisional Engineer RTDC Ltd Jaipur
6 Assistant Accounts Officer Works Division RTDC Ltd Jaipur
7 Cashier WD RTDC Ltd Jaipur
8 Manager RTDC Ltd Publicity Section Jaipur for publication as per Rajasthan Transparency in Public
Procurement Act -2013 for serial No(A) 17913 and (B)2356 in One leading regional daily news
paper One state level leading daily news paper and one All India level daily news paper and for rest
serial no ei(A)234568101112ans (B) 1478 in one leading regional daily news paper and One
state level daily news paper
(Madhav Sharma) GENERAL MANAGER-WORKS
RTDC LTD JAIPUR
4
RAJASTHAN TOURISM DEVELOPMENT CORRPORATION
HOTEL SWAGATAM CAMPUS NEAR RAILWAY STATION JAIPUR PHONE NO 51157802202586 FAX 0141-22010452204065
GENERAL TERMS amp CONDITIONS
SN
1 Tenders invited from Contractor having registration in Government Semi-Government or any other Public Sector Undertakings
2 The work shall include all lead and lifts at site of work
3 The work shall be strictly carried out as per the tender specification amp Indian Standard specifications
4 Any kind of damage to the existing structure during the execution of the work shall be made good by the contractor at no extra cost
5 Electricity and water for execution of the work shall be arranged by the contractor at his own cost
6 The contractor shall be fully responsible for compliance of Labour laws EPFESI amp contribution towards labour as well as himself and insurance etc for the workers engaged by him on the works
7 Conditional tender shall not be considered and shall be liable to be rejected without taking any cognizance thereof
8 Quantities of any item may be increased decreased or deleted as per site conditions and as per instruction of Engineer-in-charge Nothing can be claimed extra for such changes in the item and also in the variation of quantities
9 All the instructionsspecifications issued by RTDC authorities from time to time regarding construction addition or alteration shall be binding upon the contractor
10 The contractor shall take all the necessary measures and will be responsible for the safety for the Labour at work and existing structure etc
11 Skilled man power shall be provided at site to engineer-in-charge for checking of lines levels and specifications etc who shall be at the disposal of the engineer-in-charge If not provided by the contractor than same shall be engaged by the Corporation on Contractorrsquos cost and the payment made shall be recovered from the contractor
12 Contractor is to abide by the instruction issued by the Engineer-in-charge amp Client Department Authority regarding collectionstorage of material at site
13 All service lines ie water supply sewer telephone Electricity etc at the site shall have to be taken care of by the contractor during the execution Any damage to these lines shall have to repaired by the contractor
14 All finishing material shall be got approved by the Clientcompetent authority before execution
15 All hidden works shall be got checked necessarily from the engineer-in-charge before covering them for which the contractor shall inform the engineer-in-charge well in time
16 Final payment shall be made only after satisfactory handing over of the said work to the clientdepartment All materials shall be got tested before use by the contractor at his own cost as directed by Engineer-in-charge
17 Defect liability shall be 1 year for the said work
18 The Tenderers are advised to visit the site before quoting the rates and to seek any clarification regarding said work they can contact the engineer-in-charge during office hours
19 The rates quoted by the contractor shall be deemed to be inclusive of Sales tax Income Tax Service tax Royalty Labour cess amp any other taxdutycess applicable by law at the time of payment and shall be borne by the contractor for performance of the contractor The employer shall deduct such taxes as per applicable law
20 The Photographsrsquo of site before starting of the work and after completion of work will be provided in two copies by the contractor at his own cost amp no extra cost will be paid by department
21 The rates quoted by the contractor will remain valid upto four months Validity period on the written consent of the contractor can be extended
Signature of Contractor with seal and full address with mobile No
General Manager-Works RTDC Ltd Jaipur
5
RAJASTHAN TOURISM DEVELOPMENT CORPORATION LIMITED JAIPUR
(WORKS DIVISION)
TENDER DOCUMENT (Technical Bid)
E-Tender (NIT No) 082016-17
Name of work- Development of Craft Haat amp Administrative Block
Mirror
Signature of Contractor
6
UNDERTAKING
THE GENERAL MANAGER ndashWORKS RTDCLTD JAIPUR
Dear Sir
Having examined and understood terms amp conditions the plans specifications and Schedule of
Quantities for the work prepared by your Architects Engineers IWe hereby offer to execute the work at the
rates which IWe have quoted for respective items specified IWe herewith enclose myOur DD no------------
----------dated---------------Name of bank-----------------------------------------------------------for Rs
as earnest money for execution at myour tendered rates
In the event of this Tender being accepted IWe agree to enter into agreement as amp when required
to execute the work
Yours Faithfully
CONTRACTOR (Name amp Full address with seal)
7
MEMORANDUM IWe hereby tender for execution for the work within time specified and rates entered in the schedule G in all respects in accordance with the specifications designs drawings and instructions in writing referred to herein and in the annexed conditions with such materials as are provided for by and in all other respects in accordance with such conditions so far as applicable IWe have visited the site of work amp IWe amare fully aware of all the difficulties amp conditions likely to effect carrying out of the work IWe have fully acquainted myselfourselves about the conditions in regard to accessibility of site and quarrieskilns nature and the extent of ground working conditions including stacking of material installation of TampP conditions affecting accommodation and movement of labour etc required for the satisfactory execution of this contract (a) Name of work (b) Estimated Cost (in figures) Rs
(in words) Rs
(c) Earnest Money Rs (d) Security Deposit (Including Earnest Money) Rs NOTE (1) Security deposit to be 10 in the form of cash or deduction to be made from running bills (2) Time allowed for the work to be reckoned from the 10
th day after the date of written order to
commence the work Should this tender be accepted in whole or in part IWe hereby agree to abide-by and fulfill all terms and provisions of the conditions of contract annexed hereto and in the NIT or in default thereof to forfeit and pay to the General Manager (Works) Jaipur the sum of money mentioned in the said conditions A sum of Rs is enclosed herewith as earnest money This amount of earnest money shall absolutely be forfeited to Department without prejudice to any other right or remedies should IWe fail to commence the work specified in the above memorandum or should IWe not furnish performance guarantee in cash or in form or Bank guarantee at the time of execution of agreement specified in the above memorandum in accordance with the said conditions of contract
Signature of Contractor The above tender is hereby accepted by me
General Manager-Works
RTDCLTD JAIPUR
8
DIRECTIONS FOR GUIDANCE OF CONTRACTORS
1 All works proposed for execution by contract will be notified in a form of invitation to tender pasted on a board hung up in the
office and signed by General Manager-Works RTDC LTD Jaipur or duly authorized officer
The form of invitation to tender will state the work to be carried out as well as the date of submitting and opening of tenders
amp the time allowed for carrying out the work also the amount of earnest money to be deposited with the tender and the
amount of security deposit to be deposited by the successful tenderer and the percentage as per PWFampAR Govt of
Rajasthan to be deducted from the bills copies of the specifications designs and drawing and estimated ratesscheduled
rates and any other documents required in connection with the work for the purpose of identification by the Rajasthan
Tourism Development Corpn Jaipur Drawings shall also be open for inspection by the contractor at the office of the General
Manager9 Works) Rajasthan Tourism Development Corporation Ltd Jaipur or duly authorized Engineer during office hours
2 In the event of the tender being submitted by a firm it must be signed separately by each partner thereof or in the event of
the absence of any partner it must be signed on his behalf by a person holding power of attorney authorizing him to do so
3 Receipt for payment made on account of a work when executed by a firm must also be signed by the several partners
except where the contractor are described in their tender as a firm in which case the receipt must be signed in the name of
the firm by one of the partners or by some other person having to give effectual receipts for the firm
4 Any person who submits tender shall fill up the usual printed form stating at how much percent above or below the rates
specified or on item rates he is willing to undertake the work Tenders which propose any alteration in the work specified in
the said form of invitation to tender or in the time allowed for carrying out the work or which contain any other conditions of
any sort will be liable to rejection No single tender shall include more than one work but person who wish to tender for two
or more works shall submit a separate tender for each work Tender shall have the name and number of the work to which
they refer written outside the envelope
5 The General Manager-Works RTDC Ltd Jaipur or other duly authorized Engineer will open the tenders in the presence of
any intending contractors or their authorized representative who may be present at the time and will enter the amounts of the
several tenders in the Register of tenders in the event of the tender being accepted A receipt for the earnest money
forwarded therein shall there upon be given to the contractor who shall there-upon for the purpose of identification sign
copies of the specifications and other documents In the event of a tender being rejected the earnest money forwarded with
such unaccepted tender shall be returned to the contractor
6 The General Manager-Works RTDC Ltd Jaipur or other authorized Engineer shall have the right of rejecting all or any of
the tenders without assigning any reasons
7 The accompanying schedules of quantities in ldquoGrdquo Schedule are the architects estimated quantities for the work The
contractors shall attach histheir OWN prices for the each item in column for rates left blank and shall money out the same in
the final column amp totals HeThey shall fill up properly the form of tender and the schedule of quantities without adding any
stipulations thereto The tender shall show the total amount arrived at in the manner above described The tender Notice to
Contractors conditions of contract Specifications and the Schedule of quantities and rates etc shall all be embodied in and
shall form a part of the contract
8 The quantities contained in the Schedule are only approximately correct If more or less quantities are actually done on the
work the contractors shall be paid for the same at the rates tendered by himthem in the Schedule of Rates The work as
actually done will be measured by the contractors qualified engineer and bill furnished to the General Manager(Works)
RTDC Ltd Jaipur which in turn will get it checked by the Engineer in charge time to time and will be paid for as provided in
the Special Condition of Contract after deducting SD as per PWFampAR provisions
Signature of Contractor
9
GENERAL CONDITIONS OF CONTRACT 1 All the materials used shall be of approved quality and to the entire satisfaction of the General Manager-works RTDC Ltd
Jaipur
2 The General Manager-works RTDC Ltd Jaipur or the Engineer in charge reserves right for any additions and alternations or
omission in the tender and execution of works In case the Department supplies the material specified in the tender recovery for
the cost of supplied material from subsequent running Bill will be made
3 The Department shall pay to the contractor as detailed in special conditions of contract
4 The contractors isare to set out the work in accordance with the plans All lines to be accurately marked or otherwise to the
satisfaction of the Engineer in charge
5 The contractors shall meet the Engineer in charge or his representative at the works site whenever required
6 The contractors shall maintain and be represented on site at all times by a responsible and efficient EngineerArchitect who
thoroughly understands all the trades enrolled The Engineer in charge reserves the right to dismiss the Foremen and any
workmen who in his opinions are not sufficiently skilled or who neglect or refuse to obey instructions
7 The contractors shall be given one set of the plans free of charge
8 The General Manager-works RTDC Ltd Jaipur reserves the right of altering the drawings and nature of the work and adding
to or omitting any item of work or having portions of the same carried out departmentally or otherwise and such alterations or
variations shall be carried out without prejudice to the contract
9 The General Manager-works RTDC Ltd Jaipur reserves to the right to increase or decrease quantity of work or omit some part
of the work without violating the contract and for which he will not be held liable to compensation to the contractors
10 All plants machines and other equipments are to be arranged by contractor for the work
11 Any percentage rate tender containing item-wise rates and any item rate tender containing percentage rate below or above
estimatedscheduled rates will be summarily rejected
12 The Conditions of Contract shall govern sales tax or any other tax on materials or Income Tax in respect of the contract
Deduction of Income Tax at source will be made as per provisions of the Income Tax Act in force from time to time
13 If on check there are differences between the rate quoted by the Contractor in words and figures or in the amount worked out
by him the following procedure shall be followed -
(i) Where there is a difference between the rates in figures and words lower of the two rates shall be taken as valid and correct
rate
(ii) When the rate quoted by the contractor in figures and in words tallies but the amount is not worked out correctly the rate
quoted by the contractor shall be taken as correct and not the amount worked out
(iii) While quoting rates if raterates against any item or items are found to be omitted the rate given in the Schedule G by the
Department for such items will be taken into account while preparing comparative statement and contractor shall be bound to
execute such item on G Schedule rates
(iv) In case where percentage is given but the above or below not scored the tender will be non-responsive
14 The Contractor shall read the specifications and study the working drawings carefully before submitting the tender
15 After acceptance of the tender the Contractor or all partners (in the case of partnership firm) will append photographs and
signatures duly attested at the time of execution of agreement
16 Experience into similar nature of works for which tender invited and fulfill conditions of NIT
17 Contractors shall submit only unconditional tenders Conditional tenders are liable to be rejected similarly
Signature of Contractor
General Manager-Works
10
SPECIAL CONDITIONS OF CONTRACT
1 The Technical bid will be opened first on the day mentioned in the NIT Bidders will be evaluated as per norms set for
qualification in Technical bid and Financial bids of only those bidders will be opened which were qualify in the technical bid
2 Contractors bidding for the work should be reputed experienced contractors fulfilling the requirements laid down in the NIT
and well versed and working in the field Only those bidders will be considered qualified in the Technical bid who have
executed similar works to the tune of at least 13rd of the estimated value of the work (published in NIT) during last five
years (updated to current price level 100 per annum) and have the necessary technical expertise and support
machinery and administrative and financial capability to satisfactorily execute works in question for which they are bidding
3 The decision of the General Manager-works RTDC Ltd Jaipur or his representative on pre-qualification in the Technical bid
will be final amp binding
4 All raw materials will have to be brought to the site and all carving work will have to be executed only at site to qualify for
payment of running bills No payment of any material at or work done at place other than the site of work will be made
unless such material is brought to site and found acceptable to be used on the work
5 General conditions of contract special conditions of contract and specification of work as appended herewith in addition to
General condition of agreement will be applicable on this work In addition the PWD specifications will also be applicable
as relevant to the particular item of work
6 Work shall be carried out as per approved drawings and designs to be provided by the departmental architect engaged
7 Architectural work for the construction shall be of a high standard quality and pattern (class and style) to match the existing
work
8 All work shall be carried out as per approved samples of each element
9 The exposed surface of stonework will be suitably protected from damage disfigurement during the course of work and will
be cleaned and washed removing all spots etc for final acceptance on completion
10 All scaffolding shuttering TampP etc for the work shall have to be arranged by contractor at his own cost
11 The time for completion of work as given in the NIT shall be strictly adhered to and the work so planned as to be completed
within the scheduled period The contractor shall provide with a time schedule to the department for progressing with and
completing various stages of the work
12 Only best quality stone and other building materials shall be used in construction and all such material will be got approved
from the Engineer in-charge before use
13 Quantities of individual items can be increased invariably or even reduced withdrawn and specification and designs altered
at the discretion of Engineer in-charge and contractor will not be entitled to any compensation thereof for such alteration For
extra items if any rates will be decided based on market analysis to be provided by contractor
14 Contractor will give notice before any work is covered up Bad work will have to be redonereplaced at contractors cost
15 Full scale drawings form work for architectural stone work to be developed from drawings wherever necessary shall be got
prepared by contractor for prior approval before Signature of contractor
construction at his own cost and he will get these approved from the Engineer in-charge General Manager-Works RTDC
Ltd Jaipur who shall however be at liberty to modify such drawings form work and no extra payment shall be made for this
16 It will be the contractors responsibility to get the drawings formwork and sample of individual itemselements of work
approved from the departmental Architect Engineer before proceeding with manufacture of the same at site
17 The contractor shall provide adequate safety measures and proper insurance for his labour working at site and it shall be
done by contractor at his end Contractor shall settle all labour disputes at his own level The contractor shall observe all
labourfactory laws in force
18 Security deposit will be recovered from each running bill of contractor as per provisions of PWFampAR Earnest money will be
adjusted in the security deposit amount Security deposit shall be returned after one year satisfactory completion of the work
and on satisfactory performance of structure
19 No escalation will be payable even if the completion period exceeds that as stipulated
20 In case of unsatisfactory work by contractor or deliberate delaying the work without valid reasons the contract will be liable
to be terminated at the stage up to which acceptable work is done and paid for with no compensation of any sort payable to
contractor for withdrawal at that stage and possession of work executed at site will be taken over by Department In case of
any dispute the decision of the Department will be final and binding on the contractor
21 The bidder has to furnish with his technical bid (In prescribed Performarsquos Schedule 1-5)
Full information regarding financial resources and capability in Schedule-1 herewith(Photocopy to be made out of schedule)
a) Details of works of similar type and magnitude completed in last 5 years by the tenderer in Schedule II (Photocopy to be
made out of schedule)
b) Details of works bids and works to be completed in Schedule-III (Photocopy to be made out of schedule)
c) Details of technical supervisory personnel and master craftsman craftsman which he proposes to utilize for this work in
Schedule IV (Photocopy to be made out of schedule)
d) Details of plant and equipment proposed for use in the work in Schedule V (Photocopy to be made out of schedule)
11
e) The bidder should demonstrate that they have adequate financial resources (Over draft Credit Limit letter from bank)
Signature of Contractor
22 Bid capacity
(i) Bidders who meet the minimum qualifying criteria are to be evaluated further for Bid capacity as under -
(a) Maximum value of similar works executed in any one year during the last five years including current year (updated to the
current price level) extracted from schedule II which will take into account the completed and on going works
(b) Value of the existing commitments works (complete or partial) to be completed in the coming 12 months (up dated to the
current price level) Extracted from schedule III
(ii) Bid Capacity=(AxNx3-B) where
A=Maximum value of works executed in any one year during the last five years (updated to present price level) taking into
account the completed as well as works in progress
N=Number of years prescribed for completion of the works for which bids are invited herein (in years)
B=Value at present price level of existing commitments and on going works (at hand) to be executed during N period
The bidder will be post qualified only if his bid capacity is equal or more than the cost of work in question No contract may be
awarded to bidder lacking the financial and technical resources to undertake the work The decision of General Manager
(Works) Rajasthan Tourism Development Corporation Ltd Jaipur in this regard will be final and binding
NOTE -The present price level for turn over cost of completed works and amount of similar nature works (of a value at least 13rd of the estimated value of the work published in NIT during last five years) the previous years value shall be given weightage of 10 per year as following for the tendersbids invited by this department ndash
(a) For last year - 100 (b) For one year before - 110 (c) For two year before - 121 (d) For three year before - 133 (e) For four year before - 146
For current year the price level shall be 10
23 The right to qualify or not to qualify any or all the bidders without assigning any reason is reserved with the General Manager
(Works) Rajasthan Tourism Development Corporation Ltd Jaipur
24 Determination of Responsiveness
a) Prior to the detailed evaluation of bids the General Manager (Works) Rajasthan Tourism Development Corporation Ltd
JAIPUR will determine whether each bid is substantially responsive to the requirements of the bidding documents
b) For the purpose of this clause a substantially responsive bid is one which has required capacity capability and financial
resources and whose bid conforms to all the terms conditions and specifications of the bidding documents without
material deviation or reservation A material deviation or reservation is one which affects in any substantial way the
scope quality or performance of the works or which limits in any substantial way the General Manager (Works)
Rajasthan Tourism Development Corporation Ltd JAIPURrsquoS right or the Bidders obligations under the contract and the
rectification of which deviation or reservation would effect unfairly the competitive position of other bidders presenting
substantially responsive bids
c) if a bid is not substantially responsive to the requirements of the bidding documents it will be rejected and may not
subsequently be made responsive by the bidder having corrected or withdrawn the nonconforming deviation or
reservation
25 Construction programme ndash
1) Within the time stated in this contract the Contractor shall after the acceptance of his tender submit to the General Manager
(Works) Rajasthan Tourism Development Corporation Ltd JAIPUR for approval programme together with bar chart PERT
chart
2) proposed deployment of machinery etc showing the order of procedure in which he proposes to carryout the works The
contractor shall provide in writing general description the arrangements deployment of equipment work planning and
methods which he proposes to adopt for the execution of the works
3) If at any time it should appear to the Department that actual progress of the work does not conform to the approved
programme referred to in sub-clause (1) of this clause the Contractor shall produce at the request of the Department a
revised programme showing the modifications to the approved programme necessary to ensure completion of the works
within the time for completion
4) The submission to and approval by the Department of such programmers or the furnishing of such particulars shall not
relieve the contractor of any of his duties or responsibilities under the contract
5) The contractor shall submit within 30 days after the date of notice to proceed with the work a detailed construction
programme to suit the programme of completion for the entire contract period This programme shall be reviewed and
revised every half year at the beginning of the working season to plan timely action for making up the slippages occurred in
the previous season to suit the stipulated period of completion (including mile stones) as extended from time to time
26 Materials workmanship period and certificates of Maintenance and Defect Liability etc
All materials and workmanship shall be of the respective kinds described in the contract and in accordance with the
ArchitectsEngineer instructions and shall be subjected from time to time to such tests as the Engineer may direct at the
place of manufacture or fabrication or on the site or at such other place or places as may be specified in the Contract or at
all or any of such places The contractor shall install quality control laboratory and provide such assistance instruments
machines labour and materials as are normally required for examining measuring and test in any work and the quality
weight or quantity of any material used and shall supply samples of materials before incorporation in the works for testing as
may be selected and required by the Engineer-in-charge
12
Signature of Contractor
27 Period of maintenance and Defects liability
The Contractor shall be responsible to make good within such period as maybe stipulated by the Engineer in-charge any
defect which may develop or may be noticed during period of maintenance of 12 months from the certified date of
completion and which is attributable to the contractor All notice of such defect shall be given to the Contractor promptly In
case the contractor fails to make good the defects the Engineer in-charge may employ other persons to make good such
defects and all expenses consequent thereof and incidental thereto shall be recoverable from the Contractor In the event
the employer takes over portions of work as they are completed the liability of the contractor under this clause for these
portions shall extend to a period of 24 months from the actual dates on which portions of the works are taken over
28 The successful biddercontractor is required to undertake detailed photo recording documentation by still photography
videography of the entire work prior to commencement and the same has to be deposited with the Engineer in charge of
RAJASTHAN TOURISM DEVELOPMENT CORPORATION JAIPUR in two copies immediately Before dismantling any old
work to redo this still photography with specifically putting some identity mark number of the portion by any specified means
has to be done and this to be got checked and certified by Engineer In charge and recorded specifically in the measurement
book (MB) A written permission from the Engineer in charge before commencement of executing such work is essential for
execution as well as for payments
During the work in progress and after its completion also photo documentation is necessary and the photos before amp after
completion of portion of work are essentially to be enclosed with the bill for payment
Signature of Contractor
GENERAL MANAGER (WORKS)
13
SCHEDULE-I
FINANCIAL RESOURCES AND CAPABILITY
(PURSUANT TO CLAUSE 26) 1 Name of Applicant
2 Name of Partner Director
3 Capital
(a) Authorised
(b) ii
4 (a) WhetheCategory of Enlisted in Govt
(b) Details Details of the work completed and applicants performance record for last five years
(information to be furnished in Schedule II in India
(c) Details of works in hand applicants performance record for last five years (Information to be
furnished in Schedule-III)
5 Furnish Balance Sheet and profit and loss statement with auditorrsquos report for the last three years
6 The information on the following aspects should be specifically furnished
(i) Working capital and net worth
(ii) Turnover for the years
a
b
c
(iii) Gross income in years in India
(i)
(ii)
(iii)
(iv) Quick ratio or acid test ration (Quick assets to current liabilities)
7 What is the maximum annual turnover of the project that you can handle (Financial Projection)
8 Have you ever been denied tendering facilities by any Governmental DepartmentPublic Sector
undertaking
(If yes Please give details)
9 List of your source of finance
10 Certificate of financial soundness by Bank
11 Name and address of Bank from whom reference can be obtained
12 Have you ever been declared bankrupt
(if yes please give details)
Signature of Contractor
14
SCHEDULE-II WORKS OF SIMILAR MAGNITUDE TO THE WORK UNDER CONSIDERATION COMPLETED BY THE
APPLICANT IN LAST FIVE YEARS IN INDIA
(Pursuant to Clause 26)
SNo Na
me
of
wor
k
Place
amp
State
Tender
awardi
ng
Agency
Tender
ed Cost
Stipulate
d time of
Completi
on
Time in
which
complete
d
Date
of
comp
letion
Reason
for
Delay
Principal
features
of work
done
Value of
work done
1 2 3 4 5 6 7 8 9 10 11
Year
Year
Year
Signature of Contractor
15
SCHEDULE-III WORKS TENDERED FOR amp WORKS TO BE COMPLETED AS ON THE DATE OF SUBMISSION OF
APPLICATION IN INDIA
(pursuant Clause 26)
SNo Name
of
work
Place
amp
State
Work on Hand Work tendered for
Tender
Cost amp
Date
or
award
Stipulated
period of
Completion
Cost of
work
remaining
to be
executed
Antici
pated
Date
of
compl
eted
Estimate
d cost
(Rs In
Lakh)
Date
when
decisio
n
expecte
d
Stipulate
d Date
period of
Completi
on
Remar
ks
1 2 3 4 5 6 7 8 9 10 11
Year
Year
Year
Signature of Contractor
16
SCHEDULE- IV
Details of Key Personnel intended to be employed for this work
(use separate sheet if necessary)
(Pursuant to clause 26)
S No Name of Person Qualification Designation Experience Work to be
put on
A Technical Personnel
(1)
(2)
(3)
(4)
B Administrative Personnel
(1)
(2)
(3)
(4)
C Master Craftsmen
(1)
(2)
(3)
(4)
D Craftsmen
(1)
(2)
(3)
(4)
E Any other (1)
(2)
(3)
(4)
Signature of Contractor
17
SCHEDULE- V
DETAILS OF MAJOR ITEMS OF CONSTRUCTION PLANT AVAILABLE FOR THIS WORK
S No
Particulars Make Year of manufacture
Nos Whether owned or confirmed lease
1 Lime mortar Mill
2 Scaffolding Material
3 Movable Gantry
Crane etc
4 Any other TampP for
the purpose
5
6
7
8
Signature of Contractor
18
RAJASTHAN TOURISM DEVELOPMENT CORPORATION LIMITED JAIPUR
(WORKS DIVISION)
TENDER DOCUMENT (Financial Bid)
E-Tender (NIT No) 082016-17
Name of work- Development of Craft Haat amp Administrative Block
Restoration Conservation work Stained GssMirror
Signature of Contractor
19
Rajasthan Tourism Development Corporation Ltd Jaipur
Name of Work - Development of Craft Haat amp Administrative Block
Schedule G
SNo Particulars Amount in Rs 1 Part -A Civil Work Based on PWD BSR 2014 1453150650
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part A Civil work ---------------------
2 Part -B Sanitary Work Based on PWD BSR 2014 53818600
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part B Civil work ---------------------
3 Part -C Electrical Work based on Electrical BSR 2013 23646000
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part C Civil work ---------------------
4 Part -D NON BSR Items -
Total
Signature of the Contractor General Manager Works
with full address RTDC Ltd Jaipur
Rajasthan
20
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE AMOUNT
Part -A Based on PWD BSR 2014
1
Earth work in rough excavation banking excavated earth in layers not exceeding 20cm in depth breaking clods watering rolling each layer with 12 tonne roller or stone or steel rammers and rolling every 3rd and top- most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads flood banks marginal banks and guide banks or filling up ground depressions lead up to 50 Mtr and lift up to 15 Mtr All kinds of soil
CUM
25000
23600
5900000
2
Earth work in excavation by mechanical means (hydraulic excavator) by manual means in foundation trenches or drains (not exceeding 15m in width or 10 sum on plan) including dressing of sides and ramming of bottom lift upto 15m including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed with in a lead of 50m of all kinds of soil
CUM
11000
15500
1705000
3
Filling available excavated earth (excluding rock) in trenches plinth side of foundation etc in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift
CUM
20000
5600
1120000
4
Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand
CUM
15000
88700
13305000
5
Providing and laying in position cement concrete including curing compaction etc complete in specified grade excluding the cost
of centering and shuttering - All work up to
plinth level
-
M10 grade Nominal Mix 1 3 6 (1 cement 3 coarse sand 6 graded stone aggregate 20mm nominal size)
CUM
15000
333125
49968750
21
6
Providing and laying damp-proof course with cement concrete grade M-150 (1 2 4) mortar prepared with 1 solution of water-proof compound complete as per specification 75mm thick
SQM
25000
47250
11812500
7
providing and laying in position specified grade of cememt concrete for all RCC structural elements upto plinth level including curing compaction finishing with rendering in cement sand mortar 13 (1cement3 coarse sand) and making good the joints and cost of the plasticizers(if required) excluding the cost of centeringshuttering and reinforcement M20 grade Nominal mixdesign Mix
CUM
27500
411200
113080000
8
Centering and Shuttering with plywood or steel sheets including strutting propping bracing both ways and removal of formwork for foundation footings strap beam raft bases of columns etc
SQM
250000
13700
34250000
9
Providing and fabricating reinforcement for RCC work including straightening cutting bending placing in position and binding (including cost of binding wire) all complete up to floor five level (Cold twisted deformed bars (IS 1786))
Kg
3000000
7400
222000000
10
Brick work with FPS bricks of class designation 75 in foundation and plinth with bricks -cement mortar 14 (1cement 4 coarse sand) CUM
65000
383100
249015000
11
Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in
-
Cement Mortar 13 ( 1-Cement 3-Sand)
CUM
11000
305500
33605000
Cement Mortar 14 ( 1-Cement 4-Sand)
CUM
58000
275600
159848000
12
Providing and fixing wood panelling or panelling and glazing in panelled or panelled and glazed shutters for doors windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured) Panelling for panelled and glazed shutter 25 mm to 40 mm thick
-
Nigeria wood Grade I
SQM
1500
194300
2914500
13
Extra for providing IS 1341-1992 marked Stainless Steel butt hinges instead of black enamelled MS butt hinges with necessary screws (Shutter area to be measured)
SQM
1500
11000
165000
22
14
Providing and fixing 18 mm thick 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I IS 3087 marked including top cover of 6 mm commercial ply wood conforming to IS 303 BWR grade nickel plate MS 20 mm dia curtain rod with nickel plated bracked including fixing with 25x3 mm MS flat 10 cm long all complete
Mtr
3500
29600
1036000
15
Supplying and fixing rolling shutters of approved make made of 80 x 125mm MS laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets side guides and arrangements for inside and outside locking with push and pull operation complete including cost of spring hooks providing and fixing necessary 253cm long wire springs grade No 2 and MS top cover 125mm thick for rolling shutters as per design amp IS 6248- 1979 (Clear openable area to be measured for payment)
SQM
60000
179600
107760000
16
Precast terrazo tiles of approved make 20mm thick with marble chips of size upto 6mm laid in floors and landing jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20mm thick bed of cement sand mortar 1 4 Light shade using white cement
SQM
95000
47000
44650000
17
Plaster on new surface on walls in cement sand mortar 14 including racking of joints etc complete fine finish -12mm thk
SQM
850000
11800
100300000
18
Providing and applying two coats of fire retardant paint unthinned on cleaned woodply surface 35 sum per litre per coat including preparation of base surface as per recommendations of manufacturer to make the surface fire retardant
SQM
850000
31100
264350000
23
19
Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying a) after surface preparation first layer of slurry of cement 0488 kgsqm mixed with water proffing cement compound 0253 kgsqm b) laying second layer of Fiber glass cloth when the first layer is still green Overlaps of joints of fiber cloth should not be less than 10 cm c) Third layer of 15 mm thickness consisting of slurry of cement 1289 kgsqm mixed with water proffing cement compound 0670 kgsqm and coarse sand 1289 kgsqm This will be allowed to air cure for 4 hours followed by water curing for 48 hours The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around d) fourth and final layer of brick tiling lsquowith cement mortar or any other approved protective coarse (which will be paid for separately) For the purpose of measurement the entire treated surface will be measured )
SQM
95000
33800
32110000
20
Laying of lawns including ploughing levelling breaking of clods manuring amp removal of stones etc(Cost of manure or extra good earth to be paid seperately) Maintenance of lawns for 30 daysor more till the grass forms a thick lawns free from weeds amp fit for moving in the duration of planting if lawn die some where the contractor will replant it at his own cost
100 SQM
774
550000
4255900
Total
1453150650
24
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT
Part -B Sanitary Work Based on PWD BSR
2014
1
P amp F Indian type white glazed vitreous china 1st quality WC orissa pan (IS 2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor
-
Size 530x410mm
Each
400
194500
778000
2
P amp F lst quality WVC Urinal (IS2556 mark) with 25mm dia GI waste pipe dome waste couplings concealed iron brackets or screws etc complete
-
Flat Back (small) size 456x355x265mm
Each
400
133200
532800
3
P amp F WVC wash basin (1st
quality IS 2556 Mark) of approved make with CI brackets duly painted 1 No 15 mm CP Pillar cock (IS 8934 Mark) amp 32 mm CP brass waste coupling of approved make 25 mm GI waste pipe complete including cutting amp making good the wall
-
Size 550 mm x 400 mm
Each
400
196800
787200
4 P amp F water closet Seat Covers with brass hinges complete
Solid PVC (ISI Marked) grade-I White for EWC
Each
400
35300
141200
5 P amp F CP lugs for toilet seat cover
Pair
400
7200
28800
6
P amp F Low level flushing cistern of 10 litres capacity (IS 2556 mark) of approved make with complete fittings CI brackets duly painted brass ball cock with ball (IS 1703 mark) complete including cutting and making good the wall
WVC with CP brass bend
Each
800
191000
1528000
7
P amp F Automatic Flushing Cistern of First quality ( IS 774 Mark) of approved make fitting syphon with copper tube CI brackets complete including cutting and making good the wall WVC (as per IS 2556) 10 litres
Each
400
98800
395200
8 P amp F Bottle Trap of approved make
CP Brass 32mm
Each
800
42500
340000
9 P amp F Waste Coupling with fittings of approved quality make
CP Brass 32mm Dia
Each
400
10800
43200
25
10
PampF Marble Urinal Partition slab both sides polished of approved design cut from marble size 900x600mm
Makrana II quality marble having light spots
Each
400
83900
335600
11
P amp F Looking Mirrors with PVC frame of approved make as per direction of Engineer-in-charge
Size 500x400mm
Sqm
400
26600
106400
12 P amp F Waste Pipe with all fittings
PVC with CP nut 32mm
Each
400
13200
52800
13 P amp F Toilet Shelf of approved qualitymake
Acrylic shelf on CP brass casted brackets amp guard rail of Commander equivalent make size 550 X 125 mm
Each
800
75500
604000
14 P amp F Towel Rail or Ring of approved qualitymake
CP brass Towel rail elbow type with concealed scrwes size 450mm (Heavy duty)
Each
400
34000
136000
15 P amp F Grating of approved qualitymake
Stainless steel sheet size 125mm dia Heavy Quality of approved make
Each
800
7000
56000
16 P amp F Liquid Soap Container with brackets complete of approved make
CP brass
Each
400
16000
64000
17 P amp F Toilet Paper Holder with rod of approved qualitymake
CP brass
Each
400
15000
60000
18 P amp F Soap dish or Tray of approved qualitymake
CP brass heavy amp Superior quality
Each
400
10500
42000
19 P amp F jet spray for water closet with CP Copper Tube flange of approved make
Each
400
26600
106400
20
P amp F GI pipes (internal work) with GI fittings (IS 1239 Mark) amp MS clamps including cutting and making good the walls and floors
Concealed pipe in wall including with anticorrosive bitumen paint
15 mm dia nominal bore B Class
Rmt
8000
17600
1408000
21
P amp F GI pipes (External work) with GI fittings (IS 1239 mark) including trenching amp refilling earth etc
15mm dia nominal bore B Class
Rmt
6000
13700
822000
25mm (-do-) B Class
Rmt
6000
21700
1302000
32mm (-do-) B Class
Rmt
6000
27000
1620000
22 Making connection of GI distribution branch with GI main including all fittings
26
Upto 25mm dia
Each
200
23000
46000
Beyond 25 mm amp upto 100 mm dia
Each
200
33800
67600
23
Fixing water meter (IS 779 mark) and stop cock in GI pipe line including making chamber of approved size excluding cost of water meter amp stop cock
Each
200
26700
53400
24 P amp F water meter (IS 779 mark) of approved make
15mm dia
Each
200
86300
172600
25 P amp F Pillar cocks (IS 8934 mark) of superior quality and approved make
CP Pillar cock 15 mm dia
Each
800
70800
566400
26
P amp F inlet connection (angle valves) superior quality of approved make CP inlet connection with 37mm long pipe amp nuts
Each
800
82800
662400
27
PampF bib cocks (IS 8931 mark) superior quality of approved make CP brass bib cock 15mm dia
Each
800
53600
428800
28
PampF Mixing range (15mm) CP one holeclose hole basin mixer with casted spout
Each
400
198600
794400
29
PampF stop cock (IS 8931 mark) superior quality of approved make CP brass concealed stop cock 15mm dia
Each
800
65700
525600
30 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 15mm
Each
400
27700
110800
31 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 25mm
Each
400
48100
192400
32
PampF rigid PVC Pipe (IS4985 mark) class II (4 Kg Cm
2) approved quality make including
joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia
PRM
3000
18800
564000
(b) 75 mm dia
PRM
4000
11900
476000
33
PampF rigid PVC pipe fittings (IS 4985 mark) of approved quality make including joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia bend
Each
800
11200
89600
(b) Plain tee 110mm dia
Each
800
13100
104800
(c) socket 110mm dia 8750
Each
800
7500
60000
(d) socket 75mm dia
Each
800
6100
48800
(e) Bend 75mm dia 8750
Each
1000
6800
68000
(f) Cowel 110mm dia
Each
1000
3900
39000
(g) Cowel 75mm dia
Each
1000
3000
30000
27
(h) 110mm dia door tee
Each
800
14500
116000
(j) 75mm dia with door tee
Each
800
12400
99200
34
PampF square mouth gully trap A grade (IS marked) of approved make complete with CI grating frame amp Cover masonry chamber in CM 16 100mm thick CC M-15 grade coping 12mm thick as per approved design amp type Trap size 150 X 100mm 72 kg CI cover with frame internal chamber size 300mm X 300mm
Each
400
99600
398400
35
Construction of Septic Tank in all types of soil with 40 cm thick masonry in CM 1 6 15 Cm thick CC bed of 1 5 10 M-15 grade CC flooring amp over stone slab covering 80mm thick slab jointing of slab in CM 1 3 Ralthal Kharanja 50 mm thick stone partition walls 20mm thick plaster in CM 1 6 finished with neat floating cement 4 Nos CI foot rests of approved design two No 450mm dia 25 Kg each CI cover with frame earth work etc complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr-
Size 400 X 140 X 150 cm (for 50 users)
Each
200
4506700
9013400
36
Construction of Soakage well in all types of soil 300 mm thick dry stone masonry top and bottom 300 mm course in CM 16 80mm thick stone slab jointing of slab in CM 1 3 Ralthal Kharanja 40 mm thick M-15 grade CC flooring earthwork including disposal of earth within a lead of 50 mtr
Size 300 Cm dia outside amp 300 cm depth
Each
200
1899700
3799400
37
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth upto 05 M
Each
600
432000
2592000
28
38
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth 05 to 10 M
Each
200
475000
950000
39
Providing Laying amp jointing glazed SW pipes grade `A` (IS651 marked) of approved make with spun yarn amp stiff mixture of cement mortar 11 excavation amp refilling of earth in all types of soil upto 12m depth SW fittings including testing of joints etc complete150mm dia
RM
15000
36900
5535000
40
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) all around SW pipe including 15 Cm thick bed concrete (Width W= Diameter of pipe in Cm+30 Cm)( Excluding cost of pipe)150mm dia
RM
15000
48500
7275000
41
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) upto haunches of SW pipes including 150 mm thick bed concrete (Width W= Dia of pipe in Cm+ 30Cm) concrete width to be reduced from width W at center of pipe to `0` at top of pipe (Excluding cost of pipe)
RM
25000
30600
7650000
Total
53818600
29
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Part -C Electrical Work based on
Electrical BSR 2013
1
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles18 SWG MS box with earth terminal 6 A switch 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
Medium point (up to 6 mtr)
P point 50
29300
1465000
Long point (up to 10 mtr)
P point 50
41500
2075000
2
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories 18 SWG 175 mm x 100 mm x 60 mm MS box with earth terminal 6 A switch 6 A socket 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
-
On board
P point 20
9100
182000
3
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles Moulded PVC Modular Box with 6 A Modular switchModular plate with grid plate screws making connections testing etc as required
-
Medium point (up to 6 mtr)
P point 50
33200
1660000
30
Long point (up to 10 mtr)
P point 50
45200
2260000
4
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories moulded PVC Modular box with earth terminal 6 A modular switch 6 A modular socket Modular plate with grid plate screws making connections testing etc as required
-
On board
P point 20
24400
488000
5
Supplying and drawing FR PVC insulated amp unsheathed flexible copper conductor ISI marked (IS694) of 11 kV grade and approved make in existing surface or recessed conduitcasing capping including making connections etc as required
-
1 x 15 sqmm
Mtr 100
1400
140000
2 x 15 sqmm
Mtr 200
2600
520000
2 x 25 sqmm
Mtr 100
4100
410000
4 x 25 sqmm
Mtr 100
8000
800000
6
PampF 240415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B C D tripping characteristic) ISI marked IS 8828(1996)] conforming to IEC 60898 in existing boardsheets including making connections testing etc as required
-
Single pole MCB
-
6 A to 32 A rating
Each 20
15100
302000
Double pole MCB
-
6 A to 32 A rating
Each 20
40100
802000
7
PampF 240415 V isolator conforming to IS13947-III IEC 60947-3 on existing board sheet including making connections testing etc as required
-
Double pole isolator
-
30 A 40 A rating
Each 20
29800
596000
63 A rating
Each 20
36700
734000
31
Four pole Isolator
-
63 A rating
Each 20
63100
1262000
8
PLaying PVC XLPE insulated amp PVC sheathed cable of 11 KV grade with aluminium conductor of IS1554 P-I IS 7098 P - I of Group 1 of approved make in ground as per IS1255 including excavation of 30cmx75cm size trench 25 cm thick under layer of sandIInd class bricks covering refilling earthcompaction of earth making necessary connection testing etc as required of size
-
100 Sqmm
-
3 core
Mtr 100
15100
1510000
4 core
Mtr 100
17000
1700000
160 Sqmm
-
3 core
Mtr 100
15900
1590000
4 core
Mtr 100
17800
1780000
350 Sqmm
-
35 core
Mtr 100
25200
2520000
9
Plate Earthing as per IS3043 with GI Earth plate of size 600mm x 600mm x 60mm by embodying 3 to 4 mtr below the ground level with 25 mm dia GI B class watering Pipe including all accessories like nut bolts reducer nipple wire meshed funnel and CC finished chamber covered with hinged type with locking arrangement CI Cover CI Frame of size300mm x 300mm complete with alternate layers of salt and cokecharcoal testing of earth resistance as required
Set 2
425000
850000
TOTAL
23646000
32
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Figure Words
Part -D NON BSR Items
1
Shortblasted paver blocks i shape wave shape rectangular shape square shape 60mm thick for colour paver inclusive of material costtax tranportation and unloading(rate-rs 1350m2) considering cement mortar(14)
SQM 80000 --------- -----------
----------
2
Providing and Fixing Cobbles on path way open court yards over 40mm thick base grinded Cement mortar 13 including keeping 10mm joint between cobbles filled with masaldar grinded Cement mortar11 complete in all respects The mortar should remain recessed by 5mm from the top surface of the cobble stone of approved shade Color It includes the cost of stone patties of size 150 x 225 mm at every 3 mtr internal in cobble pathway
(a) 150 mm thick
Sqm 150000 --------- -----------
----------
3
Providing and Fixing fine dressed kerb stone (Dand stone) along with path way gardeningtapperround with top edges in Cement mortar 13 including pointing with lime cream and stone dust with an admixture of pigment complete in all respect as per direction of Engineer incharge
(a) Size 100 x300mm fine dressed
Rmtr 40000 --------- -----------
----------
Total
-
2
6 Development of camping ampconstruction of log huts at Naliasar Sambhar Jaipur
40000 800 5000- 1000- 18 months 26816 to 29916
29916
7 Solar street lighting at Naraina Sambhar Jaipur
1200 024 1000- 1000- 7 months 26816 to 29916
29916
8 Solar street lighting for approach road for Bi-cycle Track
7000 140 5000- 1000- 12 months 26816 to 29916
29916
The undersigned reserves full right to cancel all or any part of the NIT without assigning any reason Terms amp Conditions
1 The bid shall be in two part ie (A) Technical bid ( 2) Financial bid for item(A )serial no1 679 amp for item(B) serial no2
3456 and for rest items ie(A)23458101112amp(b)178 financial bids are acceptable The technical bids will first be
opened on due date ie 260916 amp 290916 as mentioned above at 400 PM In case of any holiday on the opening date
of the tender the same shall be opened on next working day on same time After scrutiny and declaration of
qualifiedsuccessful bidders the financial bids will be opened for which the successful bidders will be informed
2 The registration certificate in appropriate class amp trade Sales tax PAN NO EPF REGISTRATION NO service tax
registration copies are to be enclosed in technical bid
3 The Earnest money amp tender cost should be submitted in the name of General Manager-Works RTDC Ltd Jaipur and
e-processing fees in the name of MD RISL Jaipur in the form of Bank Demand Draft shall be deposited in person in
the office of Generam Manager-Works RTDC LtdJaipur upto 200 PM upto dated 2692016 amp 2992016
respectively and information thereof will also be given on website with tender document
4 The participants firms should have similar works experience of 13 value of the works as above in last five years
(including current year if opted by the bidder) and attested copies of certificate of satisfactorily completion of work
should also be given
5 The bidder must ensure that all the information required in the documents is furnished by him complete in all
respects He would not be allowed to withdraw any documents or to rectify any information after submitting the bid
6 The copy of balance sheet of the firm for last three years duly certified by CA showing turnover of the firm is to be
given
(Madhav Sharma) GENERAL MANAGER-WORKS
RTDC LTD JAIPUR No Date Copy to following for information amp na-
1 PS to Director Tourism Govt of Rajasthan Jaipur
2 PS to Managing Director RTDC Ltd Jaipur
3 EO to Executive Director (Finance) RTDC Ltd Jaipur
4 PA to Executive Director RTDC Ltd Jaipur
5 Divisional Engineer RTDC Ltd Jaipur
6 Assistant Accounts Officer Works Division RTDC Ltd Jaipur
7 Cashier WD RTDC Ltd Jaipur
8 Computer Operator Computer section to upload the NITBID on website as mentioned above
(Madhav Sharma)
GENERAL MANAGER-WORKS
RTDC LTD JAIPUR
3
RAJASTHAN TOURISM DEVELOPMENT CORRPORATION
HOTEL SWAGATAM CAMPUS NEAR RAILWAY STATION JAIPUR PHONE NO 51157802202586 FAX 0141-22010452204065
E-TENDER NOTICE NO 082016-17 Rajasthan Tourism Development Corporation Limited ( RTDC) Jaipur invites sealed competitive bids for the Various Development refurbishment restoration amp construction Works at Ajmer-Pushkar (PRASAD YOJNA) amp Sambhar Town Jaipur ( Swadesh Darshan Yojna) from the contractors registered with State Government Government of India and undertaking of statecentral Government in appropriates class amp trade The detailed information can be seen at website wwwrtdctourismrajasthangovin amp sppprajasthangovin The tender documents can be downloaded to httpeprocrajasthangovin from dated 2682016 to 2692016 for Prasad Yojna and from dt 2682016 to 2992016 for Swadesh Darshan Yojna upto 200 PM The undersigned reserves the full rights to reject all or part thereof the tender
(Madhav Sharma) GENERAL MANAGER-WORKS
RTDC LTD JAIPUR No Date Copy to following for information amp na-
1 PS to Director Tourism Govt of Rajasthan Jaipur
2 PS to Managing Director RTDC Ltd Jaipur
3 EO to Executive Director (Finance) RTDC Ltd Jaipur
4 PA to Executive Director RTDC Ltd Jaipur
5 Divisional Engineer RTDC Ltd Jaipur
6 Assistant Accounts Officer Works Division RTDC Ltd Jaipur
7 Cashier WD RTDC Ltd Jaipur
8 Manager RTDC Ltd Publicity Section Jaipur for publication as per Rajasthan Transparency in Public
Procurement Act -2013 for serial No(A) 17913 and (B)2356 in One leading regional daily news
paper One state level leading daily news paper and one All India level daily news paper and for rest
serial no ei(A)234568101112ans (B) 1478 in one leading regional daily news paper and One
state level daily news paper
(Madhav Sharma) GENERAL MANAGER-WORKS
RTDC LTD JAIPUR
4
RAJASTHAN TOURISM DEVELOPMENT CORRPORATION
HOTEL SWAGATAM CAMPUS NEAR RAILWAY STATION JAIPUR PHONE NO 51157802202586 FAX 0141-22010452204065
GENERAL TERMS amp CONDITIONS
SN
1 Tenders invited from Contractor having registration in Government Semi-Government or any other Public Sector Undertakings
2 The work shall include all lead and lifts at site of work
3 The work shall be strictly carried out as per the tender specification amp Indian Standard specifications
4 Any kind of damage to the existing structure during the execution of the work shall be made good by the contractor at no extra cost
5 Electricity and water for execution of the work shall be arranged by the contractor at his own cost
6 The contractor shall be fully responsible for compliance of Labour laws EPFESI amp contribution towards labour as well as himself and insurance etc for the workers engaged by him on the works
7 Conditional tender shall not be considered and shall be liable to be rejected without taking any cognizance thereof
8 Quantities of any item may be increased decreased or deleted as per site conditions and as per instruction of Engineer-in-charge Nothing can be claimed extra for such changes in the item and also in the variation of quantities
9 All the instructionsspecifications issued by RTDC authorities from time to time regarding construction addition or alteration shall be binding upon the contractor
10 The contractor shall take all the necessary measures and will be responsible for the safety for the Labour at work and existing structure etc
11 Skilled man power shall be provided at site to engineer-in-charge for checking of lines levels and specifications etc who shall be at the disposal of the engineer-in-charge If not provided by the contractor than same shall be engaged by the Corporation on Contractorrsquos cost and the payment made shall be recovered from the contractor
12 Contractor is to abide by the instruction issued by the Engineer-in-charge amp Client Department Authority regarding collectionstorage of material at site
13 All service lines ie water supply sewer telephone Electricity etc at the site shall have to be taken care of by the contractor during the execution Any damage to these lines shall have to repaired by the contractor
14 All finishing material shall be got approved by the Clientcompetent authority before execution
15 All hidden works shall be got checked necessarily from the engineer-in-charge before covering them for which the contractor shall inform the engineer-in-charge well in time
16 Final payment shall be made only after satisfactory handing over of the said work to the clientdepartment All materials shall be got tested before use by the contractor at his own cost as directed by Engineer-in-charge
17 Defect liability shall be 1 year for the said work
18 The Tenderers are advised to visit the site before quoting the rates and to seek any clarification regarding said work they can contact the engineer-in-charge during office hours
19 The rates quoted by the contractor shall be deemed to be inclusive of Sales tax Income Tax Service tax Royalty Labour cess amp any other taxdutycess applicable by law at the time of payment and shall be borne by the contractor for performance of the contractor The employer shall deduct such taxes as per applicable law
20 The Photographsrsquo of site before starting of the work and after completion of work will be provided in two copies by the contractor at his own cost amp no extra cost will be paid by department
21 The rates quoted by the contractor will remain valid upto four months Validity period on the written consent of the contractor can be extended
Signature of Contractor with seal and full address with mobile No
General Manager-Works RTDC Ltd Jaipur
5
RAJASTHAN TOURISM DEVELOPMENT CORPORATION LIMITED JAIPUR
(WORKS DIVISION)
TENDER DOCUMENT (Technical Bid)
E-Tender (NIT No) 082016-17
Name of work- Development of Craft Haat amp Administrative Block
Mirror
Signature of Contractor
6
UNDERTAKING
THE GENERAL MANAGER ndashWORKS RTDCLTD JAIPUR
Dear Sir
Having examined and understood terms amp conditions the plans specifications and Schedule of
Quantities for the work prepared by your Architects Engineers IWe hereby offer to execute the work at the
rates which IWe have quoted for respective items specified IWe herewith enclose myOur DD no------------
----------dated---------------Name of bank-----------------------------------------------------------for Rs
as earnest money for execution at myour tendered rates
In the event of this Tender being accepted IWe agree to enter into agreement as amp when required
to execute the work
Yours Faithfully
CONTRACTOR (Name amp Full address with seal)
7
MEMORANDUM IWe hereby tender for execution for the work within time specified and rates entered in the schedule G in all respects in accordance with the specifications designs drawings and instructions in writing referred to herein and in the annexed conditions with such materials as are provided for by and in all other respects in accordance with such conditions so far as applicable IWe have visited the site of work amp IWe amare fully aware of all the difficulties amp conditions likely to effect carrying out of the work IWe have fully acquainted myselfourselves about the conditions in regard to accessibility of site and quarrieskilns nature and the extent of ground working conditions including stacking of material installation of TampP conditions affecting accommodation and movement of labour etc required for the satisfactory execution of this contract (a) Name of work (b) Estimated Cost (in figures) Rs
(in words) Rs
(c) Earnest Money Rs (d) Security Deposit (Including Earnest Money) Rs NOTE (1) Security deposit to be 10 in the form of cash or deduction to be made from running bills (2) Time allowed for the work to be reckoned from the 10
th day after the date of written order to
commence the work Should this tender be accepted in whole or in part IWe hereby agree to abide-by and fulfill all terms and provisions of the conditions of contract annexed hereto and in the NIT or in default thereof to forfeit and pay to the General Manager (Works) Jaipur the sum of money mentioned in the said conditions A sum of Rs is enclosed herewith as earnest money This amount of earnest money shall absolutely be forfeited to Department without prejudice to any other right or remedies should IWe fail to commence the work specified in the above memorandum or should IWe not furnish performance guarantee in cash or in form or Bank guarantee at the time of execution of agreement specified in the above memorandum in accordance with the said conditions of contract
Signature of Contractor The above tender is hereby accepted by me
General Manager-Works
RTDCLTD JAIPUR
8
DIRECTIONS FOR GUIDANCE OF CONTRACTORS
1 All works proposed for execution by contract will be notified in a form of invitation to tender pasted on a board hung up in the
office and signed by General Manager-Works RTDC LTD Jaipur or duly authorized officer
The form of invitation to tender will state the work to be carried out as well as the date of submitting and opening of tenders
amp the time allowed for carrying out the work also the amount of earnest money to be deposited with the tender and the
amount of security deposit to be deposited by the successful tenderer and the percentage as per PWFampAR Govt of
Rajasthan to be deducted from the bills copies of the specifications designs and drawing and estimated ratesscheduled
rates and any other documents required in connection with the work for the purpose of identification by the Rajasthan
Tourism Development Corpn Jaipur Drawings shall also be open for inspection by the contractor at the office of the General
Manager9 Works) Rajasthan Tourism Development Corporation Ltd Jaipur or duly authorized Engineer during office hours
2 In the event of the tender being submitted by a firm it must be signed separately by each partner thereof or in the event of
the absence of any partner it must be signed on his behalf by a person holding power of attorney authorizing him to do so
3 Receipt for payment made on account of a work when executed by a firm must also be signed by the several partners
except where the contractor are described in their tender as a firm in which case the receipt must be signed in the name of
the firm by one of the partners or by some other person having to give effectual receipts for the firm
4 Any person who submits tender shall fill up the usual printed form stating at how much percent above or below the rates
specified or on item rates he is willing to undertake the work Tenders which propose any alteration in the work specified in
the said form of invitation to tender or in the time allowed for carrying out the work or which contain any other conditions of
any sort will be liable to rejection No single tender shall include more than one work but person who wish to tender for two
or more works shall submit a separate tender for each work Tender shall have the name and number of the work to which
they refer written outside the envelope
5 The General Manager-Works RTDC Ltd Jaipur or other duly authorized Engineer will open the tenders in the presence of
any intending contractors or their authorized representative who may be present at the time and will enter the amounts of the
several tenders in the Register of tenders in the event of the tender being accepted A receipt for the earnest money
forwarded therein shall there upon be given to the contractor who shall there-upon for the purpose of identification sign
copies of the specifications and other documents In the event of a tender being rejected the earnest money forwarded with
such unaccepted tender shall be returned to the contractor
6 The General Manager-Works RTDC Ltd Jaipur or other authorized Engineer shall have the right of rejecting all or any of
the tenders without assigning any reasons
7 The accompanying schedules of quantities in ldquoGrdquo Schedule are the architects estimated quantities for the work The
contractors shall attach histheir OWN prices for the each item in column for rates left blank and shall money out the same in
the final column amp totals HeThey shall fill up properly the form of tender and the schedule of quantities without adding any
stipulations thereto The tender shall show the total amount arrived at in the manner above described The tender Notice to
Contractors conditions of contract Specifications and the Schedule of quantities and rates etc shall all be embodied in and
shall form a part of the contract
8 The quantities contained in the Schedule are only approximately correct If more or less quantities are actually done on the
work the contractors shall be paid for the same at the rates tendered by himthem in the Schedule of Rates The work as
actually done will be measured by the contractors qualified engineer and bill furnished to the General Manager(Works)
RTDC Ltd Jaipur which in turn will get it checked by the Engineer in charge time to time and will be paid for as provided in
the Special Condition of Contract after deducting SD as per PWFampAR provisions
Signature of Contractor
9
GENERAL CONDITIONS OF CONTRACT 1 All the materials used shall be of approved quality and to the entire satisfaction of the General Manager-works RTDC Ltd
Jaipur
2 The General Manager-works RTDC Ltd Jaipur or the Engineer in charge reserves right for any additions and alternations or
omission in the tender and execution of works In case the Department supplies the material specified in the tender recovery for
the cost of supplied material from subsequent running Bill will be made
3 The Department shall pay to the contractor as detailed in special conditions of contract
4 The contractors isare to set out the work in accordance with the plans All lines to be accurately marked or otherwise to the
satisfaction of the Engineer in charge
5 The contractors shall meet the Engineer in charge or his representative at the works site whenever required
6 The contractors shall maintain and be represented on site at all times by a responsible and efficient EngineerArchitect who
thoroughly understands all the trades enrolled The Engineer in charge reserves the right to dismiss the Foremen and any
workmen who in his opinions are not sufficiently skilled or who neglect or refuse to obey instructions
7 The contractors shall be given one set of the plans free of charge
8 The General Manager-works RTDC Ltd Jaipur reserves the right of altering the drawings and nature of the work and adding
to or omitting any item of work or having portions of the same carried out departmentally or otherwise and such alterations or
variations shall be carried out without prejudice to the contract
9 The General Manager-works RTDC Ltd Jaipur reserves to the right to increase or decrease quantity of work or omit some part
of the work without violating the contract and for which he will not be held liable to compensation to the contractors
10 All plants machines and other equipments are to be arranged by contractor for the work
11 Any percentage rate tender containing item-wise rates and any item rate tender containing percentage rate below or above
estimatedscheduled rates will be summarily rejected
12 The Conditions of Contract shall govern sales tax or any other tax on materials or Income Tax in respect of the contract
Deduction of Income Tax at source will be made as per provisions of the Income Tax Act in force from time to time
13 If on check there are differences between the rate quoted by the Contractor in words and figures or in the amount worked out
by him the following procedure shall be followed -
(i) Where there is a difference between the rates in figures and words lower of the two rates shall be taken as valid and correct
rate
(ii) When the rate quoted by the contractor in figures and in words tallies but the amount is not worked out correctly the rate
quoted by the contractor shall be taken as correct and not the amount worked out
(iii) While quoting rates if raterates against any item or items are found to be omitted the rate given in the Schedule G by the
Department for such items will be taken into account while preparing comparative statement and contractor shall be bound to
execute such item on G Schedule rates
(iv) In case where percentage is given but the above or below not scored the tender will be non-responsive
14 The Contractor shall read the specifications and study the working drawings carefully before submitting the tender
15 After acceptance of the tender the Contractor or all partners (in the case of partnership firm) will append photographs and
signatures duly attested at the time of execution of agreement
16 Experience into similar nature of works for which tender invited and fulfill conditions of NIT
17 Contractors shall submit only unconditional tenders Conditional tenders are liable to be rejected similarly
Signature of Contractor
General Manager-Works
10
SPECIAL CONDITIONS OF CONTRACT
1 The Technical bid will be opened first on the day mentioned in the NIT Bidders will be evaluated as per norms set for
qualification in Technical bid and Financial bids of only those bidders will be opened which were qualify in the technical bid
2 Contractors bidding for the work should be reputed experienced contractors fulfilling the requirements laid down in the NIT
and well versed and working in the field Only those bidders will be considered qualified in the Technical bid who have
executed similar works to the tune of at least 13rd of the estimated value of the work (published in NIT) during last five
years (updated to current price level 100 per annum) and have the necessary technical expertise and support
machinery and administrative and financial capability to satisfactorily execute works in question for which they are bidding
3 The decision of the General Manager-works RTDC Ltd Jaipur or his representative on pre-qualification in the Technical bid
will be final amp binding
4 All raw materials will have to be brought to the site and all carving work will have to be executed only at site to qualify for
payment of running bills No payment of any material at or work done at place other than the site of work will be made
unless such material is brought to site and found acceptable to be used on the work
5 General conditions of contract special conditions of contract and specification of work as appended herewith in addition to
General condition of agreement will be applicable on this work In addition the PWD specifications will also be applicable
as relevant to the particular item of work
6 Work shall be carried out as per approved drawings and designs to be provided by the departmental architect engaged
7 Architectural work for the construction shall be of a high standard quality and pattern (class and style) to match the existing
work
8 All work shall be carried out as per approved samples of each element
9 The exposed surface of stonework will be suitably protected from damage disfigurement during the course of work and will
be cleaned and washed removing all spots etc for final acceptance on completion
10 All scaffolding shuttering TampP etc for the work shall have to be arranged by contractor at his own cost
11 The time for completion of work as given in the NIT shall be strictly adhered to and the work so planned as to be completed
within the scheduled period The contractor shall provide with a time schedule to the department for progressing with and
completing various stages of the work
12 Only best quality stone and other building materials shall be used in construction and all such material will be got approved
from the Engineer in-charge before use
13 Quantities of individual items can be increased invariably or even reduced withdrawn and specification and designs altered
at the discretion of Engineer in-charge and contractor will not be entitled to any compensation thereof for such alteration For
extra items if any rates will be decided based on market analysis to be provided by contractor
14 Contractor will give notice before any work is covered up Bad work will have to be redonereplaced at contractors cost
15 Full scale drawings form work for architectural stone work to be developed from drawings wherever necessary shall be got
prepared by contractor for prior approval before Signature of contractor
construction at his own cost and he will get these approved from the Engineer in-charge General Manager-Works RTDC
Ltd Jaipur who shall however be at liberty to modify such drawings form work and no extra payment shall be made for this
16 It will be the contractors responsibility to get the drawings formwork and sample of individual itemselements of work
approved from the departmental Architect Engineer before proceeding with manufacture of the same at site
17 The contractor shall provide adequate safety measures and proper insurance for his labour working at site and it shall be
done by contractor at his end Contractor shall settle all labour disputes at his own level The contractor shall observe all
labourfactory laws in force
18 Security deposit will be recovered from each running bill of contractor as per provisions of PWFampAR Earnest money will be
adjusted in the security deposit amount Security deposit shall be returned after one year satisfactory completion of the work
and on satisfactory performance of structure
19 No escalation will be payable even if the completion period exceeds that as stipulated
20 In case of unsatisfactory work by contractor or deliberate delaying the work without valid reasons the contract will be liable
to be terminated at the stage up to which acceptable work is done and paid for with no compensation of any sort payable to
contractor for withdrawal at that stage and possession of work executed at site will be taken over by Department In case of
any dispute the decision of the Department will be final and binding on the contractor
21 The bidder has to furnish with his technical bid (In prescribed Performarsquos Schedule 1-5)
Full information regarding financial resources and capability in Schedule-1 herewith(Photocopy to be made out of schedule)
a) Details of works of similar type and magnitude completed in last 5 years by the tenderer in Schedule II (Photocopy to be
made out of schedule)
b) Details of works bids and works to be completed in Schedule-III (Photocopy to be made out of schedule)
c) Details of technical supervisory personnel and master craftsman craftsman which he proposes to utilize for this work in
Schedule IV (Photocopy to be made out of schedule)
d) Details of plant and equipment proposed for use in the work in Schedule V (Photocopy to be made out of schedule)
11
e) The bidder should demonstrate that they have adequate financial resources (Over draft Credit Limit letter from bank)
Signature of Contractor
22 Bid capacity
(i) Bidders who meet the minimum qualifying criteria are to be evaluated further for Bid capacity as under -
(a) Maximum value of similar works executed in any one year during the last five years including current year (updated to the
current price level) extracted from schedule II which will take into account the completed and on going works
(b) Value of the existing commitments works (complete or partial) to be completed in the coming 12 months (up dated to the
current price level) Extracted from schedule III
(ii) Bid Capacity=(AxNx3-B) where
A=Maximum value of works executed in any one year during the last five years (updated to present price level) taking into
account the completed as well as works in progress
N=Number of years prescribed for completion of the works for which bids are invited herein (in years)
B=Value at present price level of existing commitments and on going works (at hand) to be executed during N period
The bidder will be post qualified only if his bid capacity is equal or more than the cost of work in question No contract may be
awarded to bidder lacking the financial and technical resources to undertake the work The decision of General Manager
(Works) Rajasthan Tourism Development Corporation Ltd Jaipur in this regard will be final and binding
NOTE -The present price level for turn over cost of completed works and amount of similar nature works (of a value at least 13rd of the estimated value of the work published in NIT during last five years) the previous years value shall be given weightage of 10 per year as following for the tendersbids invited by this department ndash
(a) For last year - 100 (b) For one year before - 110 (c) For two year before - 121 (d) For three year before - 133 (e) For four year before - 146
For current year the price level shall be 10
23 The right to qualify or not to qualify any or all the bidders without assigning any reason is reserved with the General Manager
(Works) Rajasthan Tourism Development Corporation Ltd Jaipur
24 Determination of Responsiveness
a) Prior to the detailed evaluation of bids the General Manager (Works) Rajasthan Tourism Development Corporation Ltd
JAIPUR will determine whether each bid is substantially responsive to the requirements of the bidding documents
b) For the purpose of this clause a substantially responsive bid is one which has required capacity capability and financial
resources and whose bid conforms to all the terms conditions and specifications of the bidding documents without
material deviation or reservation A material deviation or reservation is one which affects in any substantial way the
scope quality or performance of the works or which limits in any substantial way the General Manager (Works)
Rajasthan Tourism Development Corporation Ltd JAIPURrsquoS right or the Bidders obligations under the contract and the
rectification of which deviation or reservation would effect unfairly the competitive position of other bidders presenting
substantially responsive bids
c) if a bid is not substantially responsive to the requirements of the bidding documents it will be rejected and may not
subsequently be made responsive by the bidder having corrected or withdrawn the nonconforming deviation or
reservation
25 Construction programme ndash
1) Within the time stated in this contract the Contractor shall after the acceptance of his tender submit to the General Manager
(Works) Rajasthan Tourism Development Corporation Ltd JAIPUR for approval programme together with bar chart PERT
chart
2) proposed deployment of machinery etc showing the order of procedure in which he proposes to carryout the works The
contractor shall provide in writing general description the arrangements deployment of equipment work planning and
methods which he proposes to adopt for the execution of the works
3) If at any time it should appear to the Department that actual progress of the work does not conform to the approved
programme referred to in sub-clause (1) of this clause the Contractor shall produce at the request of the Department a
revised programme showing the modifications to the approved programme necessary to ensure completion of the works
within the time for completion
4) The submission to and approval by the Department of such programmers or the furnishing of such particulars shall not
relieve the contractor of any of his duties or responsibilities under the contract
5) The contractor shall submit within 30 days after the date of notice to proceed with the work a detailed construction
programme to suit the programme of completion for the entire contract period This programme shall be reviewed and
revised every half year at the beginning of the working season to plan timely action for making up the slippages occurred in
the previous season to suit the stipulated period of completion (including mile stones) as extended from time to time
26 Materials workmanship period and certificates of Maintenance and Defect Liability etc
All materials and workmanship shall be of the respective kinds described in the contract and in accordance with the
ArchitectsEngineer instructions and shall be subjected from time to time to such tests as the Engineer may direct at the
place of manufacture or fabrication or on the site or at such other place or places as may be specified in the Contract or at
all or any of such places The contractor shall install quality control laboratory and provide such assistance instruments
machines labour and materials as are normally required for examining measuring and test in any work and the quality
weight or quantity of any material used and shall supply samples of materials before incorporation in the works for testing as
may be selected and required by the Engineer-in-charge
12
Signature of Contractor
27 Period of maintenance and Defects liability
The Contractor shall be responsible to make good within such period as maybe stipulated by the Engineer in-charge any
defect which may develop or may be noticed during period of maintenance of 12 months from the certified date of
completion and which is attributable to the contractor All notice of such defect shall be given to the Contractor promptly In
case the contractor fails to make good the defects the Engineer in-charge may employ other persons to make good such
defects and all expenses consequent thereof and incidental thereto shall be recoverable from the Contractor In the event
the employer takes over portions of work as they are completed the liability of the contractor under this clause for these
portions shall extend to a period of 24 months from the actual dates on which portions of the works are taken over
28 The successful biddercontractor is required to undertake detailed photo recording documentation by still photography
videography of the entire work prior to commencement and the same has to be deposited with the Engineer in charge of
RAJASTHAN TOURISM DEVELOPMENT CORPORATION JAIPUR in two copies immediately Before dismantling any old
work to redo this still photography with specifically putting some identity mark number of the portion by any specified means
has to be done and this to be got checked and certified by Engineer In charge and recorded specifically in the measurement
book (MB) A written permission from the Engineer in charge before commencement of executing such work is essential for
execution as well as for payments
During the work in progress and after its completion also photo documentation is necessary and the photos before amp after
completion of portion of work are essentially to be enclosed with the bill for payment
Signature of Contractor
GENERAL MANAGER (WORKS)
13
SCHEDULE-I
FINANCIAL RESOURCES AND CAPABILITY
(PURSUANT TO CLAUSE 26) 1 Name of Applicant
2 Name of Partner Director
3 Capital
(a) Authorised
(b) ii
4 (a) WhetheCategory of Enlisted in Govt
(b) Details Details of the work completed and applicants performance record for last five years
(information to be furnished in Schedule II in India
(c) Details of works in hand applicants performance record for last five years (Information to be
furnished in Schedule-III)
5 Furnish Balance Sheet and profit and loss statement with auditorrsquos report for the last three years
6 The information on the following aspects should be specifically furnished
(i) Working capital and net worth
(ii) Turnover for the years
a
b
c
(iii) Gross income in years in India
(i)
(ii)
(iii)
(iv) Quick ratio or acid test ration (Quick assets to current liabilities)
7 What is the maximum annual turnover of the project that you can handle (Financial Projection)
8 Have you ever been denied tendering facilities by any Governmental DepartmentPublic Sector
undertaking
(If yes Please give details)
9 List of your source of finance
10 Certificate of financial soundness by Bank
11 Name and address of Bank from whom reference can be obtained
12 Have you ever been declared bankrupt
(if yes please give details)
Signature of Contractor
14
SCHEDULE-II WORKS OF SIMILAR MAGNITUDE TO THE WORK UNDER CONSIDERATION COMPLETED BY THE
APPLICANT IN LAST FIVE YEARS IN INDIA
(Pursuant to Clause 26)
SNo Na
me
of
wor
k
Place
amp
State
Tender
awardi
ng
Agency
Tender
ed Cost
Stipulate
d time of
Completi
on
Time in
which
complete
d
Date
of
comp
letion
Reason
for
Delay
Principal
features
of work
done
Value of
work done
1 2 3 4 5 6 7 8 9 10 11
Year
Year
Year
Signature of Contractor
15
SCHEDULE-III WORKS TENDERED FOR amp WORKS TO BE COMPLETED AS ON THE DATE OF SUBMISSION OF
APPLICATION IN INDIA
(pursuant Clause 26)
SNo Name
of
work
Place
amp
State
Work on Hand Work tendered for
Tender
Cost amp
Date
or
award
Stipulated
period of
Completion
Cost of
work
remaining
to be
executed
Antici
pated
Date
of
compl
eted
Estimate
d cost
(Rs In
Lakh)
Date
when
decisio
n
expecte
d
Stipulate
d Date
period of
Completi
on
Remar
ks
1 2 3 4 5 6 7 8 9 10 11
Year
Year
Year
Signature of Contractor
16
SCHEDULE- IV
Details of Key Personnel intended to be employed for this work
(use separate sheet if necessary)
(Pursuant to clause 26)
S No Name of Person Qualification Designation Experience Work to be
put on
A Technical Personnel
(1)
(2)
(3)
(4)
B Administrative Personnel
(1)
(2)
(3)
(4)
C Master Craftsmen
(1)
(2)
(3)
(4)
D Craftsmen
(1)
(2)
(3)
(4)
E Any other (1)
(2)
(3)
(4)
Signature of Contractor
17
SCHEDULE- V
DETAILS OF MAJOR ITEMS OF CONSTRUCTION PLANT AVAILABLE FOR THIS WORK
S No
Particulars Make Year of manufacture
Nos Whether owned or confirmed lease
1 Lime mortar Mill
2 Scaffolding Material
3 Movable Gantry
Crane etc
4 Any other TampP for
the purpose
5
6
7
8
Signature of Contractor
18
RAJASTHAN TOURISM DEVELOPMENT CORPORATION LIMITED JAIPUR
(WORKS DIVISION)
TENDER DOCUMENT (Financial Bid)
E-Tender (NIT No) 082016-17
Name of work- Development of Craft Haat amp Administrative Block
Restoration Conservation work Stained GssMirror
Signature of Contractor
19
Rajasthan Tourism Development Corporation Ltd Jaipur
Name of Work - Development of Craft Haat amp Administrative Block
Schedule G
SNo Particulars Amount in Rs 1 Part -A Civil Work Based on PWD BSR 2014 1453150650
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part A Civil work ---------------------
2 Part -B Sanitary Work Based on PWD BSR 2014 53818600
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part B Civil work ---------------------
3 Part -C Electrical Work based on Electrical BSR 2013 23646000
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part C Civil work ---------------------
4 Part -D NON BSR Items -
Total
Signature of the Contractor General Manager Works
with full address RTDC Ltd Jaipur
Rajasthan
20
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE AMOUNT
Part -A Based on PWD BSR 2014
1
Earth work in rough excavation banking excavated earth in layers not exceeding 20cm in depth breaking clods watering rolling each layer with 12 tonne roller or stone or steel rammers and rolling every 3rd and top- most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads flood banks marginal banks and guide banks or filling up ground depressions lead up to 50 Mtr and lift up to 15 Mtr All kinds of soil
CUM
25000
23600
5900000
2
Earth work in excavation by mechanical means (hydraulic excavator) by manual means in foundation trenches or drains (not exceeding 15m in width or 10 sum on plan) including dressing of sides and ramming of bottom lift upto 15m including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed with in a lead of 50m of all kinds of soil
CUM
11000
15500
1705000
3
Filling available excavated earth (excluding rock) in trenches plinth side of foundation etc in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift
CUM
20000
5600
1120000
4
Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand
CUM
15000
88700
13305000
5
Providing and laying in position cement concrete including curing compaction etc complete in specified grade excluding the cost
of centering and shuttering - All work up to
plinth level
-
M10 grade Nominal Mix 1 3 6 (1 cement 3 coarse sand 6 graded stone aggregate 20mm nominal size)
CUM
15000
333125
49968750
21
6
Providing and laying damp-proof course with cement concrete grade M-150 (1 2 4) mortar prepared with 1 solution of water-proof compound complete as per specification 75mm thick
SQM
25000
47250
11812500
7
providing and laying in position specified grade of cememt concrete for all RCC structural elements upto plinth level including curing compaction finishing with rendering in cement sand mortar 13 (1cement3 coarse sand) and making good the joints and cost of the plasticizers(if required) excluding the cost of centeringshuttering and reinforcement M20 grade Nominal mixdesign Mix
CUM
27500
411200
113080000
8
Centering and Shuttering with plywood or steel sheets including strutting propping bracing both ways and removal of formwork for foundation footings strap beam raft bases of columns etc
SQM
250000
13700
34250000
9
Providing and fabricating reinforcement for RCC work including straightening cutting bending placing in position and binding (including cost of binding wire) all complete up to floor five level (Cold twisted deformed bars (IS 1786))
Kg
3000000
7400
222000000
10
Brick work with FPS bricks of class designation 75 in foundation and plinth with bricks -cement mortar 14 (1cement 4 coarse sand) CUM
65000
383100
249015000
11
Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in
-
Cement Mortar 13 ( 1-Cement 3-Sand)
CUM
11000
305500
33605000
Cement Mortar 14 ( 1-Cement 4-Sand)
CUM
58000
275600
159848000
12
Providing and fixing wood panelling or panelling and glazing in panelled or panelled and glazed shutters for doors windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured) Panelling for panelled and glazed shutter 25 mm to 40 mm thick
-
Nigeria wood Grade I
SQM
1500
194300
2914500
13
Extra for providing IS 1341-1992 marked Stainless Steel butt hinges instead of black enamelled MS butt hinges with necessary screws (Shutter area to be measured)
SQM
1500
11000
165000
22
14
Providing and fixing 18 mm thick 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I IS 3087 marked including top cover of 6 mm commercial ply wood conforming to IS 303 BWR grade nickel plate MS 20 mm dia curtain rod with nickel plated bracked including fixing with 25x3 mm MS flat 10 cm long all complete
Mtr
3500
29600
1036000
15
Supplying and fixing rolling shutters of approved make made of 80 x 125mm MS laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets side guides and arrangements for inside and outside locking with push and pull operation complete including cost of spring hooks providing and fixing necessary 253cm long wire springs grade No 2 and MS top cover 125mm thick for rolling shutters as per design amp IS 6248- 1979 (Clear openable area to be measured for payment)
SQM
60000
179600
107760000
16
Precast terrazo tiles of approved make 20mm thick with marble chips of size upto 6mm laid in floors and landing jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20mm thick bed of cement sand mortar 1 4 Light shade using white cement
SQM
95000
47000
44650000
17
Plaster on new surface on walls in cement sand mortar 14 including racking of joints etc complete fine finish -12mm thk
SQM
850000
11800
100300000
18
Providing and applying two coats of fire retardant paint unthinned on cleaned woodply surface 35 sum per litre per coat including preparation of base surface as per recommendations of manufacturer to make the surface fire retardant
SQM
850000
31100
264350000
23
19
Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying a) after surface preparation first layer of slurry of cement 0488 kgsqm mixed with water proffing cement compound 0253 kgsqm b) laying second layer of Fiber glass cloth when the first layer is still green Overlaps of joints of fiber cloth should not be less than 10 cm c) Third layer of 15 mm thickness consisting of slurry of cement 1289 kgsqm mixed with water proffing cement compound 0670 kgsqm and coarse sand 1289 kgsqm This will be allowed to air cure for 4 hours followed by water curing for 48 hours The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around d) fourth and final layer of brick tiling lsquowith cement mortar or any other approved protective coarse (which will be paid for separately) For the purpose of measurement the entire treated surface will be measured )
SQM
95000
33800
32110000
20
Laying of lawns including ploughing levelling breaking of clods manuring amp removal of stones etc(Cost of manure or extra good earth to be paid seperately) Maintenance of lawns for 30 daysor more till the grass forms a thick lawns free from weeds amp fit for moving in the duration of planting if lawn die some where the contractor will replant it at his own cost
100 SQM
774
550000
4255900
Total
1453150650
24
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT
Part -B Sanitary Work Based on PWD BSR
2014
1
P amp F Indian type white glazed vitreous china 1st quality WC orissa pan (IS 2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor
-
Size 530x410mm
Each
400
194500
778000
2
P amp F lst quality WVC Urinal (IS2556 mark) with 25mm dia GI waste pipe dome waste couplings concealed iron brackets or screws etc complete
-
Flat Back (small) size 456x355x265mm
Each
400
133200
532800
3
P amp F WVC wash basin (1st
quality IS 2556 Mark) of approved make with CI brackets duly painted 1 No 15 mm CP Pillar cock (IS 8934 Mark) amp 32 mm CP brass waste coupling of approved make 25 mm GI waste pipe complete including cutting amp making good the wall
-
Size 550 mm x 400 mm
Each
400
196800
787200
4 P amp F water closet Seat Covers with brass hinges complete
Solid PVC (ISI Marked) grade-I White for EWC
Each
400
35300
141200
5 P amp F CP lugs for toilet seat cover
Pair
400
7200
28800
6
P amp F Low level flushing cistern of 10 litres capacity (IS 2556 mark) of approved make with complete fittings CI brackets duly painted brass ball cock with ball (IS 1703 mark) complete including cutting and making good the wall
WVC with CP brass bend
Each
800
191000
1528000
7
P amp F Automatic Flushing Cistern of First quality ( IS 774 Mark) of approved make fitting syphon with copper tube CI brackets complete including cutting and making good the wall WVC (as per IS 2556) 10 litres
Each
400
98800
395200
8 P amp F Bottle Trap of approved make
CP Brass 32mm
Each
800
42500
340000
9 P amp F Waste Coupling with fittings of approved quality make
CP Brass 32mm Dia
Each
400
10800
43200
25
10
PampF Marble Urinal Partition slab both sides polished of approved design cut from marble size 900x600mm
Makrana II quality marble having light spots
Each
400
83900
335600
11
P amp F Looking Mirrors with PVC frame of approved make as per direction of Engineer-in-charge
Size 500x400mm
Sqm
400
26600
106400
12 P amp F Waste Pipe with all fittings
PVC with CP nut 32mm
Each
400
13200
52800
13 P amp F Toilet Shelf of approved qualitymake
Acrylic shelf on CP brass casted brackets amp guard rail of Commander equivalent make size 550 X 125 mm
Each
800
75500
604000
14 P amp F Towel Rail or Ring of approved qualitymake
CP brass Towel rail elbow type with concealed scrwes size 450mm (Heavy duty)
Each
400
34000
136000
15 P amp F Grating of approved qualitymake
Stainless steel sheet size 125mm dia Heavy Quality of approved make
Each
800
7000
56000
16 P amp F Liquid Soap Container with brackets complete of approved make
CP brass
Each
400
16000
64000
17 P amp F Toilet Paper Holder with rod of approved qualitymake
CP brass
Each
400
15000
60000
18 P amp F Soap dish or Tray of approved qualitymake
CP brass heavy amp Superior quality
Each
400
10500
42000
19 P amp F jet spray for water closet with CP Copper Tube flange of approved make
Each
400
26600
106400
20
P amp F GI pipes (internal work) with GI fittings (IS 1239 Mark) amp MS clamps including cutting and making good the walls and floors
Concealed pipe in wall including with anticorrosive bitumen paint
15 mm dia nominal bore B Class
Rmt
8000
17600
1408000
21
P amp F GI pipes (External work) with GI fittings (IS 1239 mark) including trenching amp refilling earth etc
15mm dia nominal bore B Class
Rmt
6000
13700
822000
25mm (-do-) B Class
Rmt
6000
21700
1302000
32mm (-do-) B Class
Rmt
6000
27000
1620000
22 Making connection of GI distribution branch with GI main including all fittings
26
Upto 25mm dia
Each
200
23000
46000
Beyond 25 mm amp upto 100 mm dia
Each
200
33800
67600
23
Fixing water meter (IS 779 mark) and stop cock in GI pipe line including making chamber of approved size excluding cost of water meter amp stop cock
Each
200
26700
53400
24 P amp F water meter (IS 779 mark) of approved make
15mm dia
Each
200
86300
172600
25 P amp F Pillar cocks (IS 8934 mark) of superior quality and approved make
CP Pillar cock 15 mm dia
Each
800
70800
566400
26
P amp F inlet connection (angle valves) superior quality of approved make CP inlet connection with 37mm long pipe amp nuts
Each
800
82800
662400
27
PampF bib cocks (IS 8931 mark) superior quality of approved make CP brass bib cock 15mm dia
Each
800
53600
428800
28
PampF Mixing range (15mm) CP one holeclose hole basin mixer with casted spout
Each
400
198600
794400
29
PampF stop cock (IS 8931 mark) superior quality of approved make CP brass concealed stop cock 15mm dia
Each
800
65700
525600
30 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 15mm
Each
400
27700
110800
31 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 25mm
Each
400
48100
192400
32
PampF rigid PVC Pipe (IS4985 mark) class II (4 Kg Cm
2) approved quality make including
joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia
PRM
3000
18800
564000
(b) 75 mm dia
PRM
4000
11900
476000
33
PampF rigid PVC pipe fittings (IS 4985 mark) of approved quality make including joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia bend
Each
800
11200
89600
(b) Plain tee 110mm dia
Each
800
13100
104800
(c) socket 110mm dia 8750
Each
800
7500
60000
(d) socket 75mm dia
Each
800
6100
48800
(e) Bend 75mm dia 8750
Each
1000
6800
68000
(f) Cowel 110mm dia
Each
1000
3900
39000
(g) Cowel 75mm dia
Each
1000
3000
30000
27
(h) 110mm dia door tee
Each
800
14500
116000
(j) 75mm dia with door tee
Each
800
12400
99200
34
PampF square mouth gully trap A grade (IS marked) of approved make complete with CI grating frame amp Cover masonry chamber in CM 16 100mm thick CC M-15 grade coping 12mm thick as per approved design amp type Trap size 150 X 100mm 72 kg CI cover with frame internal chamber size 300mm X 300mm
Each
400
99600
398400
35
Construction of Septic Tank in all types of soil with 40 cm thick masonry in CM 1 6 15 Cm thick CC bed of 1 5 10 M-15 grade CC flooring amp over stone slab covering 80mm thick slab jointing of slab in CM 1 3 Ralthal Kharanja 50 mm thick stone partition walls 20mm thick plaster in CM 1 6 finished with neat floating cement 4 Nos CI foot rests of approved design two No 450mm dia 25 Kg each CI cover with frame earth work etc complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr-
Size 400 X 140 X 150 cm (for 50 users)
Each
200
4506700
9013400
36
Construction of Soakage well in all types of soil 300 mm thick dry stone masonry top and bottom 300 mm course in CM 16 80mm thick stone slab jointing of slab in CM 1 3 Ralthal Kharanja 40 mm thick M-15 grade CC flooring earthwork including disposal of earth within a lead of 50 mtr
Size 300 Cm dia outside amp 300 cm depth
Each
200
1899700
3799400
37
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth upto 05 M
Each
600
432000
2592000
28
38
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth 05 to 10 M
Each
200
475000
950000
39
Providing Laying amp jointing glazed SW pipes grade `A` (IS651 marked) of approved make with spun yarn amp stiff mixture of cement mortar 11 excavation amp refilling of earth in all types of soil upto 12m depth SW fittings including testing of joints etc complete150mm dia
RM
15000
36900
5535000
40
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) all around SW pipe including 15 Cm thick bed concrete (Width W= Diameter of pipe in Cm+30 Cm)( Excluding cost of pipe)150mm dia
RM
15000
48500
7275000
41
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) upto haunches of SW pipes including 150 mm thick bed concrete (Width W= Dia of pipe in Cm+ 30Cm) concrete width to be reduced from width W at center of pipe to `0` at top of pipe (Excluding cost of pipe)
RM
25000
30600
7650000
Total
53818600
29
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Part -C Electrical Work based on
Electrical BSR 2013
1
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles18 SWG MS box with earth terminal 6 A switch 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
Medium point (up to 6 mtr)
P point 50
29300
1465000
Long point (up to 10 mtr)
P point 50
41500
2075000
2
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories 18 SWG 175 mm x 100 mm x 60 mm MS box with earth terminal 6 A switch 6 A socket 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
-
On board
P point 20
9100
182000
3
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles Moulded PVC Modular Box with 6 A Modular switchModular plate with grid plate screws making connections testing etc as required
-
Medium point (up to 6 mtr)
P point 50
33200
1660000
30
Long point (up to 10 mtr)
P point 50
45200
2260000
4
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories moulded PVC Modular box with earth terminal 6 A modular switch 6 A modular socket Modular plate with grid plate screws making connections testing etc as required
-
On board
P point 20
24400
488000
5
Supplying and drawing FR PVC insulated amp unsheathed flexible copper conductor ISI marked (IS694) of 11 kV grade and approved make in existing surface or recessed conduitcasing capping including making connections etc as required
-
1 x 15 sqmm
Mtr 100
1400
140000
2 x 15 sqmm
Mtr 200
2600
520000
2 x 25 sqmm
Mtr 100
4100
410000
4 x 25 sqmm
Mtr 100
8000
800000
6
PampF 240415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B C D tripping characteristic) ISI marked IS 8828(1996)] conforming to IEC 60898 in existing boardsheets including making connections testing etc as required
-
Single pole MCB
-
6 A to 32 A rating
Each 20
15100
302000
Double pole MCB
-
6 A to 32 A rating
Each 20
40100
802000
7
PampF 240415 V isolator conforming to IS13947-III IEC 60947-3 on existing board sheet including making connections testing etc as required
-
Double pole isolator
-
30 A 40 A rating
Each 20
29800
596000
63 A rating
Each 20
36700
734000
31
Four pole Isolator
-
63 A rating
Each 20
63100
1262000
8
PLaying PVC XLPE insulated amp PVC sheathed cable of 11 KV grade with aluminium conductor of IS1554 P-I IS 7098 P - I of Group 1 of approved make in ground as per IS1255 including excavation of 30cmx75cm size trench 25 cm thick under layer of sandIInd class bricks covering refilling earthcompaction of earth making necessary connection testing etc as required of size
-
100 Sqmm
-
3 core
Mtr 100
15100
1510000
4 core
Mtr 100
17000
1700000
160 Sqmm
-
3 core
Mtr 100
15900
1590000
4 core
Mtr 100
17800
1780000
350 Sqmm
-
35 core
Mtr 100
25200
2520000
9
Plate Earthing as per IS3043 with GI Earth plate of size 600mm x 600mm x 60mm by embodying 3 to 4 mtr below the ground level with 25 mm dia GI B class watering Pipe including all accessories like nut bolts reducer nipple wire meshed funnel and CC finished chamber covered with hinged type with locking arrangement CI Cover CI Frame of size300mm x 300mm complete with alternate layers of salt and cokecharcoal testing of earth resistance as required
Set 2
425000
850000
TOTAL
23646000
32
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Figure Words
Part -D NON BSR Items
1
Shortblasted paver blocks i shape wave shape rectangular shape square shape 60mm thick for colour paver inclusive of material costtax tranportation and unloading(rate-rs 1350m2) considering cement mortar(14)
SQM 80000 --------- -----------
----------
2
Providing and Fixing Cobbles on path way open court yards over 40mm thick base grinded Cement mortar 13 including keeping 10mm joint between cobbles filled with masaldar grinded Cement mortar11 complete in all respects The mortar should remain recessed by 5mm from the top surface of the cobble stone of approved shade Color It includes the cost of stone patties of size 150 x 225 mm at every 3 mtr internal in cobble pathway
(a) 150 mm thick
Sqm 150000 --------- -----------
----------
3
Providing and Fixing fine dressed kerb stone (Dand stone) along with path way gardeningtapperround with top edges in Cement mortar 13 including pointing with lime cream and stone dust with an admixture of pigment complete in all respect as per direction of Engineer incharge
(a) Size 100 x300mm fine dressed
Rmtr 40000 --------- -----------
----------
Total
-
3
RAJASTHAN TOURISM DEVELOPMENT CORRPORATION
HOTEL SWAGATAM CAMPUS NEAR RAILWAY STATION JAIPUR PHONE NO 51157802202586 FAX 0141-22010452204065
E-TENDER NOTICE NO 082016-17 Rajasthan Tourism Development Corporation Limited ( RTDC) Jaipur invites sealed competitive bids for the Various Development refurbishment restoration amp construction Works at Ajmer-Pushkar (PRASAD YOJNA) amp Sambhar Town Jaipur ( Swadesh Darshan Yojna) from the contractors registered with State Government Government of India and undertaking of statecentral Government in appropriates class amp trade The detailed information can be seen at website wwwrtdctourismrajasthangovin amp sppprajasthangovin The tender documents can be downloaded to httpeprocrajasthangovin from dated 2682016 to 2692016 for Prasad Yojna and from dt 2682016 to 2992016 for Swadesh Darshan Yojna upto 200 PM The undersigned reserves the full rights to reject all or part thereof the tender
(Madhav Sharma) GENERAL MANAGER-WORKS
RTDC LTD JAIPUR No Date Copy to following for information amp na-
1 PS to Director Tourism Govt of Rajasthan Jaipur
2 PS to Managing Director RTDC Ltd Jaipur
3 EO to Executive Director (Finance) RTDC Ltd Jaipur
4 PA to Executive Director RTDC Ltd Jaipur
5 Divisional Engineer RTDC Ltd Jaipur
6 Assistant Accounts Officer Works Division RTDC Ltd Jaipur
7 Cashier WD RTDC Ltd Jaipur
8 Manager RTDC Ltd Publicity Section Jaipur for publication as per Rajasthan Transparency in Public
Procurement Act -2013 for serial No(A) 17913 and (B)2356 in One leading regional daily news
paper One state level leading daily news paper and one All India level daily news paper and for rest
serial no ei(A)234568101112ans (B) 1478 in one leading regional daily news paper and One
state level daily news paper
(Madhav Sharma) GENERAL MANAGER-WORKS
RTDC LTD JAIPUR
4
RAJASTHAN TOURISM DEVELOPMENT CORRPORATION
HOTEL SWAGATAM CAMPUS NEAR RAILWAY STATION JAIPUR PHONE NO 51157802202586 FAX 0141-22010452204065
GENERAL TERMS amp CONDITIONS
SN
1 Tenders invited from Contractor having registration in Government Semi-Government or any other Public Sector Undertakings
2 The work shall include all lead and lifts at site of work
3 The work shall be strictly carried out as per the tender specification amp Indian Standard specifications
4 Any kind of damage to the existing structure during the execution of the work shall be made good by the contractor at no extra cost
5 Electricity and water for execution of the work shall be arranged by the contractor at his own cost
6 The contractor shall be fully responsible for compliance of Labour laws EPFESI amp contribution towards labour as well as himself and insurance etc for the workers engaged by him on the works
7 Conditional tender shall not be considered and shall be liable to be rejected without taking any cognizance thereof
8 Quantities of any item may be increased decreased or deleted as per site conditions and as per instruction of Engineer-in-charge Nothing can be claimed extra for such changes in the item and also in the variation of quantities
9 All the instructionsspecifications issued by RTDC authorities from time to time regarding construction addition or alteration shall be binding upon the contractor
10 The contractor shall take all the necessary measures and will be responsible for the safety for the Labour at work and existing structure etc
11 Skilled man power shall be provided at site to engineer-in-charge for checking of lines levels and specifications etc who shall be at the disposal of the engineer-in-charge If not provided by the contractor than same shall be engaged by the Corporation on Contractorrsquos cost and the payment made shall be recovered from the contractor
12 Contractor is to abide by the instruction issued by the Engineer-in-charge amp Client Department Authority regarding collectionstorage of material at site
13 All service lines ie water supply sewer telephone Electricity etc at the site shall have to be taken care of by the contractor during the execution Any damage to these lines shall have to repaired by the contractor
14 All finishing material shall be got approved by the Clientcompetent authority before execution
15 All hidden works shall be got checked necessarily from the engineer-in-charge before covering them for which the contractor shall inform the engineer-in-charge well in time
16 Final payment shall be made only after satisfactory handing over of the said work to the clientdepartment All materials shall be got tested before use by the contractor at his own cost as directed by Engineer-in-charge
17 Defect liability shall be 1 year for the said work
18 The Tenderers are advised to visit the site before quoting the rates and to seek any clarification regarding said work they can contact the engineer-in-charge during office hours
19 The rates quoted by the contractor shall be deemed to be inclusive of Sales tax Income Tax Service tax Royalty Labour cess amp any other taxdutycess applicable by law at the time of payment and shall be borne by the contractor for performance of the contractor The employer shall deduct such taxes as per applicable law
20 The Photographsrsquo of site before starting of the work and after completion of work will be provided in two copies by the contractor at his own cost amp no extra cost will be paid by department
21 The rates quoted by the contractor will remain valid upto four months Validity period on the written consent of the contractor can be extended
Signature of Contractor with seal and full address with mobile No
General Manager-Works RTDC Ltd Jaipur
5
RAJASTHAN TOURISM DEVELOPMENT CORPORATION LIMITED JAIPUR
(WORKS DIVISION)
TENDER DOCUMENT (Technical Bid)
E-Tender (NIT No) 082016-17
Name of work- Development of Craft Haat amp Administrative Block
Mirror
Signature of Contractor
6
UNDERTAKING
THE GENERAL MANAGER ndashWORKS RTDCLTD JAIPUR
Dear Sir
Having examined and understood terms amp conditions the plans specifications and Schedule of
Quantities for the work prepared by your Architects Engineers IWe hereby offer to execute the work at the
rates which IWe have quoted for respective items specified IWe herewith enclose myOur DD no------------
----------dated---------------Name of bank-----------------------------------------------------------for Rs
as earnest money for execution at myour tendered rates
In the event of this Tender being accepted IWe agree to enter into agreement as amp when required
to execute the work
Yours Faithfully
CONTRACTOR (Name amp Full address with seal)
7
MEMORANDUM IWe hereby tender for execution for the work within time specified and rates entered in the schedule G in all respects in accordance with the specifications designs drawings and instructions in writing referred to herein and in the annexed conditions with such materials as are provided for by and in all other respects in accordance with such conditions so far as applicable IWe have visited the site of work amp IWe amare fully aware of all the difficulties amp conditions likely to effect carrying out of the work IWe have fully acquainted myselfourselves about the conditions in regard to accessibility of site and quarrieskilns nature and the extent of ground working conditions including stacking of material installation of TampP conditions affecting accommodation and movement of labour etc required for the satisfactory execution of this contract (a) Name of work (b) Estimated Cost (in figures) Rs
(in words) Rs
(c) Earnest Money Rs (d) Security Deposit (Including Earnest Money) Rs NOTE (1) Security deposit to be 10 in the form of cash or deduction to be made from running bills (2) Time allowed for the work to be reckoned from the 10
th day after the date of written order to
commence the work Should this tender be accepted in whole or in part IWe hereby agree to abide-by and fulfill all terms and provisions of the conditions of contract annexed hereto and in the NIT or in default thereof to forfeit and pay to the General Manager (Works) Jaipur the sum of money mentioned in the said conditions A sum of Rs is enclosed herewith as earnest money This amount of earnest money shall absolutely be forfeited to Department without prejudice to any other right or remedies should IWe fail to commence the work specified in the above memorandum or should IWe not furnish performance guarantee in cash or in form or Bank guarantee at the time of execution of agreement specified in the above memorandum in accordance with the said conditions of contract
Signature of Contractor The above tender is hereby accepted by me
General Manager-Works
RTDCLTD JAIPUR
8
DIRECTIONS FOR GUIDANCE OF CONTRACTORS
1 All works proposed for execution by contract will be notified in a form of invitation to tender pasted on a board hung up in the
office and signed by General Manager-Works RTDC LTD Jaipur or duly authorized officer
The form of invitation to tender will state the work to be carried out as well as the date of submitting and opening of tenders
amp the time allowed for carrying out the work also the amount of earnest money to be deposited with the tender and the
amount of security deposit to be deposited by the successful tenderer and the percentage as per PWFampAR Govt of
Rajasthan to be deducted from the bills copies of the specifications designs and drawing and estimated ratesscheduled
rates and any other documents required in connection with the work for the purpose of identification by the Rajasthan
Tourism Development Corpn Jaipur Drawings shall also be open for inspection by the contractor at the office of the General
Manager9 Works) Rajasthan Tourism Development Corporation Ltd Jaipur or duly authorized Engineer during office hours
2 In the event of the tender being submitted by a firm it must be signed separately by each partner thereof or in the event of
the absence of any partner it must be signed on his behalf by a person holding power of attorney authorizing him to do so
3 Receipt for payment made on account of a work when executed by a firm must also be signed by the several partners
except where the contractor are described in their tender as a firm in which case the receipt must be signed in the name of
the firm by one of the partners or by some other person having to give effectual receipts for the firm
4 Any person who submits tender shall fill up the usual printed form stating at how much percent above or below the rates
specified or on item rates he is willing to undertake the work Tenders which propose any alteration in the work specified in
the said form of invitation to tender or in the time allowed for carrying out the work or which contain any other conditions of
any sort will be liable to rejection No single tender shall include more than one work but person who wish to tender for two
or more works shall submit a separate tender for each work Tender shall have the name and number of the work to which
they refer written outside the envelope
5 The General Manager-Works RTDC Ltd Jaipur or other duly authorized Engineer will open the tenders in the presence of
any intending contractors or their authorized representative who may be present at the time and will enter the amounts of the
several tenders in the Register of tenders in the event of the tender being accepted A receipt for the earnest money
forwarded therein shall there upon be given to the contractor who shall there-upon for the purpose of identification sign
copies of the specifications and other documents In the event of a tender being rejected the earnest money forwarded with
such unaccepted tender shall be returned to the contractor
6 The General Manager-Works RTDC Ltd Jaipur or other authorized Engineer shall have the right of rejecting all or any of
the tenders without assigning any reasons
7 The accompanying schedules of quantities in ldquoGrdquo Schedule are the architects estimated quantities for the work The
contractors shall attach histheir OWN prices for the each item in column for rates left blank and shall money out the same in
the final column amp totals HeThey shall fill up properly the form of tender and the schedule of quantities without adding any
stipulations thereto The tender shall show the total amount arrived at in the manner above described The tender Notice to
Contractors conditions of contract Specifications and the Schedule of quantities and rates etc shall all be embodied in and
shall form a part of the contract
8 The quantities contained in the Schedule are only approximately correct If more or less quantities are actually done on the
work the contractors shall be paid for the same at the rates tendered by himthem in the Schedule of Rates The work as
actually done will be measured by the contractors qualified engineer and bill furnished to the General Manager(Works)
RTDC Ltd Jaipur which in turn will get it checked by the Engineer in charge time to time and will be paid for as provided in
the Special Condition of Contract after deducting SD as per PWFampAR provisions
Signature of Contractor
9
GENERAL CONDITIONS OF CONTRACT 1 All the materials used shall be of approved quality and to the entire satisfaction of the General Manager-works RTDC Ltd
Jaipur
2 The General Manager-works RTDC Ltd Jaipur or the Engineer in charge reserves right for any additions and alternations or
omission in the tender and execution of works In case the Department supplies the material specified in the tender recovery for
the cost of supplied material from subsequent running Bill will be made
3 The Department shall pay to the contractor as detailed in special conditions of contract
4 The contractors isare to set out the work in accordance with the plans All lines to be accurately marked or otherwise to the
satisfaction of the Engineer in charge
5 The contractors shall meet the Engineer in charge or his representative at the works site whenever required
6 The contractors shall maintain and be represented on site at all times by a responsible and efficient EngineerArchitect who
thoroughly understands all the trades enrolled The Engineer in charge reserves the right to dismiss the Foremen and any
workmen who in his opinions are not sufficiently skilled or who neglect or refuse to obey instructions
7 The contractors shall be given one set of the plans free of charge
8 The General Manager-works RTDC Ltd Jaipur reserves the right of altering the drawings and nature of the work and adding
to or omitting any item of work or having portions of the same carried out departmentally or otherwise and such alterations or
variations shall be carried out without prejudice to the contract
9 The General Manager-works RTDC Ltd Jaipur reserves to the right to increase or decrease quantity of work or omit some part
of the work without violating the contract and for which he will not be held liable to compensation to the contractors
10 All plants machines and other equipments are to be arranged by contractor for the work
11 Any percentage rate tender containing item-wise rates and any item rate tender containing percentage rate below or above
estimatedscheduled rates will be summarily rejected
12 The Conditions of Contract shall govern sales tax or any other tax on materials or Income Tax in respect of the contract
Deduction of Income Tax at source will be made as per provisions of the Income Tax Act in force from time to time
13 If on check there are differences between the rate quoted by the Contractor in words and figures or in the amount worked out
by him the following procedure shall be followed -
(i) Where there is a difference between the rates in figures and words lower of the two rates shall be taken as valid and correct
rate
(ii) When the rate quoted by the contractor in figures and in words tallies but the amount is not worked out correctly the rate
quoted by the contractor shall be taken as correct and not the amount worked out
(iii) While quoting rates if raterates against any item or items are found to be omitted the rate given in the Schedule G by the
Department for such items will be taken into account while preparing comparative statement and contractor shall be bound to
execute such item on G Schedule rates
(iv) In case where percentage is given but the above or below not scored the tender will be non-responsive
14 The Contractor shall read the specifications and study the working drawings carefully before submitting the tender
15 After acceptance of the tender the Contractor or all partners (in the case of partnership firm) will append photographs and
signatures duly attested at the time of execution of agreement
16 Experience into similar nature of works for which tender invited and fulfill conditions of NIT
17 Contractors shall submit only unconditional tenders Conditional tenders are liable to be rejected similarly
Signature of Contractor
General Manager-Works
10
SPECIAL CONDITIONS OF CONTRACT
1 The Technical bid will be opened first on the day mentioned in the NIT Bidders will be evaluated as per norms set for
qualification in Technical bid and Financial bids of only those bidders will be opened which were qualify in the technical bid
2 Contractors bidding for the work should be reputed experienced contractors fulfilling the requirements laid down in the NIT
and well versed and working in the field Only those bidders will be considered qualified in the Technical bid who have
executed similar works to the tune of at least 13rd of the estimated value of the work (published in NIT) during last five
years (updated to current price level 100 per annum) and have the necessary technical expertise and support
machinery and administrative and financial capability to satisfactorily execute works in question for which they are bidding
3 The decision of the General Manager-works RTDC Ltd Jaipur or his representative on pre-qualification in the Technical bid
will be final amp binding
4 All raw materials will have to be brought to the site and all carving work will have to be executed only at site to qualify for
payment of running bills No payment of any material at or work done at place other than the site of work will be made
unless such material is brought to site and found acceptable to be used on the work
5 General conditions of contract special conditions of contract and specification of work as appended herewith in addition to
General condition of agreement will be applicable on this work In addition the PWD specifications will also be applicable
as relevant to the particular item of work
6 Work shall be carried out as per approved drawings and designs to be provided by the departmental architect engaged
7 Architectural work for the construction shall be of a high standard quality and pattern (class and style) to match the existing
work
8 All work shall be carried out as per approved samples of each element
9 The exposed surface of stonework will be suitably protected from damage disfigurement during the course of work and will
be cleaned and washed removing all spots etc for final acceptance on completion
10 All scaffolding shuttering TampP etc for the work shall have to be arranged by contractor at his own cost
11 The time for completion of work as given in the NIT shall be strictly adhered to and the work so planned as to be completed
within the scheduled period The contractor shall provide with a time schedule to the department for progressing with and
completing various stages of the work
12 Only best quality stone and other building materials shall be used in construction and all such material will be got approved
from the Engineer in-charge before use
13 Quantities of individual items can be increased invariably or even reduced withdrawn and specification and designs altered
at the discretion of Engineer in-charge and contractor will not be entitled to any compensation thereof for such alteration For
extra items if any rates will be decided based on market analysis to be provided by contractor
14 Contractor will give notice before any work is covered up Bad work will have to be redonereplaced at contractors cost
15 Full scale drawings form work for architectural stone work to be developed from drawings wherever necessary shall be got
prepared by contractor for prior approval before Signature of contractor
construction at his own cost and he will get these approved from the Engineer in-charge General Manager-Works RTDC
Ltd Jaipur who shall however be at liberty to modify such drawings form work and no extra payment shall be made for this
16 It will be the contractors responsibility to get the drawings formwork and sample of individual itemselements of work
approved from the departmental Architect Engineer before proceeding with manufacture of the same at site
17 The contractor shall provide adequate safety measures and proper insurance for his labour working at site and it shall be
done by contractor at his end Contractor shall settle all labour disputes at his own level The contractor shall observe all
labourfactory laws in force
18 Security deposit will be recovered from each running bill of contractor as per provisions of PWFampAR Earnest money will be
adjusted in the security deposit amount Security deposit shall be returned after one year satisfactory completion of the work
and on satisfactory performance of structure
19 No escalation will be payable even if the completion period exceeds that as stipulated
20 In case of unsatisfactory work by contractor or deliberate delaying the work without valid reasons the contract will be liable
to be terminated at the stage up to which acceptable work is done and paid for with no compensation of any sort payable to
contractor for withdrawal at that stage and possession of work executed at site will be taken over by Department In case of
any dispute the decision of the Department will be final and binding on the contractor
21 The bidder has to furnish with his technical bid (In prescribed Performarsquos Schedule 1-5)
Full information regarding financial resources and capability in Schedule-1 herewith(Photocopy to be made out of schedule)
a) Details of works of similar type and magnitude completed in last 5 years by the tenderer in Schedule II (Photocopy to be
made out of schedule)
b) Details of works bids and works to be completed in Schedule-III (Photocopy to be made out of schedule)
c) Details of technical supervisory personnel and master craftsman craftsman which he proposes to utilize for this work in
Schedule IV (Photocopy to be made out of schedule)
d) Details of plant and equipment proposed for use in the work in Schedule V (Photocopy to be made out of schedule)
11
e) The bidder should demonstrate that they have adequate financial resources (Over draft Credit Limit letter from bank)
Signature of Contractor
22 Bid capacity
(i) Bidders who meet the minimum qualifying criteria are to be evaluated further for Bid capacity as under -
(a) Maximum value of similar works executed in any one year during the last five years including current year (updated to the
current price level) extracted from schedule II which will take into account the completed and on going works
(b) Value of the existing commitments works (complete or partial) to be completed in the coming 12 months (up dated to the
current price level) Extracted from schedule III
(ii) Bid Capacity=(AxNx3-B) where
A=Maximum value of works executed in any one year during the last five years (updated to present price level) taking into
account the completed as well as works in progress
N=Number of years prescribed for completion of the works for which bids are invited herein (in years)
B=Value at present price level of existing commitments and on going works (at hand) to be executed during N period
The bidder will be post qualified only if his bid capacity is equal or more than the cost of work in question No contract may be
awarded to bidder lacking the financial and technical resources to undertake the work The decision of General Manager
(Works) Rajasthan Tourism Development Corporation Ltd Jaipur in this regard will be final and binding
NOTE -The present price level for turn over cost of completed works and amount of similar nature works (of a value at least 13rd of the estimated value of the work published in NIT during last five years) the previous years value shall be given weightage of 10 per year as following for the tendersbids invited by this department ndash
(a) For last year - 100 (b) For one year before - 110 (c) For two year before - 121 (d) For three year before - 133 (e) For four year before - 146
For current year the price level shall be 10
23 The right to qualify or not to qualify any or all the bidders without assigning any reason is reserved with the General Manager
(Works) Rajasthan Tourism Development Corporation Ltd Jaipur
24 Determination of Responsiveness
a) Prior to the detailed evaluation of bids the General Manager (Works) Rajasthan Tourism Development Corporation Ltd
JAIPUR will determine whether each bid is substantially responsive to the requirements of the bidding documents
b) For the purpose of this clause a substantially responsive bid is one which has required capacity capability and financial
resources and whose bid conforms to all the terms conditions and specifications of the bidding documents without
material deviation or reservation A material deviation or reservation is one which affects in any substantial way the
scope quality or performance of the works or which limits in any substantial way the General Manager (Works)
Rajasthan Tourism Development Corporation Ltd JAIPURrsquoS right or the Bidders obligations under the contract and the
rectification of which deviation or reservation would effect unfairly the competitive position of other bidders presenting
substantially responsive bids
c) if a bid is not substantially responsive to the requirements of the bidding documents it will be rejected and may not
subsequently be made responsive by the bidder having corrected or withdrawn the nonconforming deviation or
reservation
25 Construction programme ndash
1) Within the time stated in this contract the Contractor shall after the acceptance of his tender submit to the General Manager
(Works) Rajasthan Tourism Development Corporation Ltd JAIPUR for approval programme together with bar chart PERT
chart
2) proposed deployment of machinery etc showing the order of procedure in which he proposes to carryout the works The
contractor shall provide in writing general description the arrangements deployment of equipment work planning and
methods which he proposes to adopt for the execution of the works
3) If at any time it should appear to the Department that actual progress of the work does not conform to the approved
programme referred to in sub-clause (1) of this clause the Contractor shall produce at the request of the Department a
revised programme showing the modifications to the approved programme necessary to ensure completion of the works
within the time for completion
4) The submission to and approval by the Department of such programmers or the furnishing of such particulars shall not
relieve the contractor of any of his duties or responsibilities under the contract
5) The contractor shall submit within 30 days after the date of notice to proceed with the work a detailed construction
programme to suit the programme of completion for the entire contract period This programme shall be reviewed and
revised every half year at the beginning of the working season to plan timely action for making up the slippages occurred in
the previous season to suit the stipulated period of completion (including mile stones) as extended from time to time
26 Materials workmanship period and certificates of Maintenance and Defect Liability etc
All materials and workmanship shall be of the respective kinds described in the contract and in accordance with the
ArchitectsEngineer instructions and shall be subjected from time to time to such tests as the Engineer may direct at the
place of manufacture or fabrication or on the site or at such other place or places as may be specified in the Contract or at
all or any of such places The contractor shall install quality control laboratory and provide such assistance instruments
machines labour and materials as are normally required for examining measuring and test in any work and the quality
weight or quantity of any material used and shall supply samples of materials before incorporation in the works for testing as
may be selected and required by the Engineer-in-charge
12
Signature of Contractor
27 Period of maintenance and Defects liability
The Contractor shall be responsible to make good within such period as maybe stipulated by the Engineer in-charge any
defect which may develop or may be noticed during period of maintenance of 12 months from the certified date of
completion and which is attributable to the contractor All notice of such defect shall be given to the Contractor promptly In
case the contractor fails to make good the defects the Engineer in-charge may employ other persons to make good such
defects and all expenses consequent thereof and incidental thereto shall be recoverable from the Contractor In the event
the employer takes over portions of work as they are completed the liability of the contractor under this clause for these
portions shall extend to a period of 24 months from the actual dates on which portions of the works are taken over
28 The successful biddercontractor is required to undertake detailed photo recording documentation by still photography
videography of the entire work prior to commencement and the same has to be deposited with the Engineer in charge of
RAJASTHAN TOURISM DEVELOPMENT CORPORATION JAIPUR in two copies immediately Before dismantling any old
work to redo this still photography with specifically putting some identity mark number of the portion by any specified means
has to be done and this to be got checked and certified by Engineer In charge and recorded specifically in the measurement
book (MB) A written permission from the Engineer in charge before commencement of executing such work is essential for
execution as well as for payments
During the work in progress and after its completion also photo documentation is necessary and the photos before amp after
completion of portion of work are essentially to be enclosed with the bill for payment
Signature of Contractor
GENERAL MANAGER (WORKS)
13
SCHEDULE-I
FINANCIAL RESOURCES AND CAPABILITY
(PURSUANT TO CLAUSE 26) 1 Name of Applicant
2 Name of Partner Director
3 Capital
(a) Authorised
(b) ii
4 (a) WhetheCategory of Enlisted in Govt
(b) Details Details of the work completed and applicants performance record for last five years
(information to be furnished in Schedule II in India
(c) Details of works in hand applicants performance record for last five years (Information to be
furnished in Schedule-III)
5 Furnish Balance Sheet and profit and loss statement with auditorrsquos report for the last three years
6 The information on the following aspects should be specifically furnished
(i) Working capital and net worth
(ii) Turnover for the years
a
b
c
(iii) Gross income in years in India
(i)
(ii)
(iii)
(iv) Quick ratio or acid test ration (Quick assets to current liabilities)
7 What is the maximum annual turnover of the project that you can handle (Financial Projection)
8 Have you ever been denied tendering facilities by any Governmental DepartmentPublic Sector
undertaking
(If yes Please give details)
9 List of your source of finance
10 Certificate of financial soundness by Bank
11 Name and address of Bank from whom reference can be obtained
12 Have you ever been declared bankrupt
(if yes please give details)
Signature of Contractor
14
SCHEDULE-II WORKS OF SIMILAR MAGNITUDE TO THE WORK UNDER CONSIDERATION COMPLETED BY THE
APPLICANT IN LAST FIVE YEARS IN INDIA
(Pursuant to Clause 26)
SNo Na
me
of
wor
k
Place
amp
State
Tender
awardi
ng
Agency
Tender
ed Cost
Stipulate
d time of
Completi
on
Time in
which
complete
d
Date
of
comp
letion
Reason
for
Delay
Principal
features
of work
done
Value of
work done
1 2 3 4 5 6 7 8 9 10 11
Year
Year
Year
Signature of Contractor
15
SCHEDULE-III WORKS TENDERED FOR amp WORKS TO BE COMPLETED AS ON THE DATE OF SUBMISSION OF
APPLICATION IN INDIA
(pursuant Clause 26)
SNo Name
of
work
Place
amp
State
Work on Hand Work tendered for
Tender
Cost amp
Date
or
award
Stipulated
period of
Completion
Cost of
work
remaining
to be
executed
Antici
pated
Date
of
compl
eted
Estimate
d cost
(Rs In
Lakh)
Date
when
decisio
n
expecte
d
Stipulate
d Date
period of
Completi
on
Remar
ks
1 2 3 4 5 6 7 8 9 10 11
Year
Year
Year
Signature of Contractor
16
SCHEDULE- IV
Details of Key Personnel intended to be employed for this work
(use separate sheet if necessary)
(Pursuant to clause 26)
S No Name of Person Qualification Designation Experience Work to be
put on
A Technical Personnel
(1)
(2)
(3)
(4)
B Administrative Personnel
(1)
(2)
(3)
(4)
C Master Craftsmen
(1)
(2)
(3)
(4)
D Craftsmen
(1)
(2)
(3)
(4)
E Any other (1)
(2)
(3)
(4)
Signature of Contractor
17
SCHEDULE- V
DETAILS OF MAJOR ITEMS OF CONSTRUCTION PLANT AVAILABLE FOR THIS WORK
S No
Particulars Make Year of manufacture
Nos Whether owned or confirmed lease
1 Lime mortar Mill
2 Scaffolding Material
3 Movable Gantry
Crane etc
4 Any other TampP for
the purpose
5
6
7
8
Signature of Contractor
18
RAJASTHAN TOURISM DEVELOPMENT CORPORATION LIMITED JAIPUR
(WORKS DIVISION)
TENDER DOCUMENT (Financial Bid)
E-Tender (NIT No) 082016-17
Name of work- Development of Craft Haat amp Administrative Block
Restoration Conservation work Stained GssMirror
Signature of Contractor
19
Rajasthan Tourism Development Corporation Ltd Jaipur
Name of Work - Development of Craft Haat amp Administrative Block
Schedule G
SNo Particulars Amount in Rs 1 Part -A Civil Work Based on PWD BSR 2014 1453150650
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part A Civil work ---------------------
2 Part -B Sanitary Work Based on PWD BSR 2014 53818600
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part B Civil work ---------------------
3 Part -C Electrical Work based on Electrical BSR 2013 23646000
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part C Civil work ---------------------
4 Part -D NON BSR Items -
Total
Signature of the Contractor General Manager Works
with full address RTDC Ltd Jaipur
Rajasthan
20
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE AMOUNT
Part -A Based on PWD BSR 2014
1
Earth work in rough excavation banking excavated earth in layers not exceeding 20cm in depth breaking clods watering rolling each layer with 12 tonne roller or stone or steel rammers and rolling every 3rd and top- most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads flood banks marginal banks and guide banks or filling up ground depressions lead up to 50 Mtr and lift up to 15 Mtr All kinds of soil
CUM
25000
23600
5900000
2
Earth work in excavation by mechanical means (hydraulic excavator) by manual means in foundation trenches or drains (not exceeding 15m in width or 10 sum on plan) including dressing of sides and ramming of bottom lift upto 15m including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed with in a lead of 50m of all kinds of soil
CUM
11000
15500
1705000
3
Filling available excavated earth (excluding rock) in trenches plinth side of foundation etc in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift
CUM
20000
5600
1120000
4
Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand
CUM
15000
88700
13305000
5
Providing and laying in position cement concrete including curing compaction etc complete in specified grade excluding the cost
of centering and shuttering - All work up to
plinth level
-
M10 grade Nominal Mix 1 3 6 (1 cement 3 coarse sand 6 graded stone aggregate 20mm nominal size)
CUM
15000
333125
49968750
21
6
Providing and laying damp-proof course with cement concrete grade M-150 (1 2 4) mortar prepared with 1 solution of water-proof compound complete as per specification 75mm thick
SQM
25000
47250
11812500
7
providing and laying in position specified grade of cememt concrete for all RCC structural elements upto plinth level including curing compaction finishing with rendering in cement sand mortar 13 (1cement3 coarse sand) and making good the joints and cost of the plasticizers(if required) excluding the cost of centeringshuttering and reinforcement M20 grade Nominal mixdesign Mix
CUM
27500
411200
113080000
8
Centering and Shuttering with plywood or steel sheets including strutting propping bracing both ways and removal of formwork for foundation footings strap beam raft bases of columns etc
SQM
250000
13700
34250000
9
Providing and fabricating reinforcement for RCC work including straightening cutting bending placing in position and binding (including cost of binding wire) all complete up to floor five level (Cold twisted deformed bars (IS 1786))
Kg
3000000
7400
222000000
10
Brick work with FPS bricks of class designation 75 in foundation and plinth with bricks -cement mortar 14 (1cement 4 coarse sand) CUM
65000
383100
249015000
11
Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in
-
Cement Mortar 13 ( 1-Cement 3-Sand)
CUM
11000
305500
33605000
Cement Mortar 14 ( 1-Cement 4-Sand)
CUM
58000
275600
159848000
12
Providing and fixing wood panelling or panelling and glazing in panelled or panelled and glazed shutters for doors windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured) Panelling for panelled and glazed shutter 25 mm to 40 mm thick
-
Nigeria wood Grade I
SQM
1500
194300
2914500
13
Extra for providing IS 1341-1992 marked Stainless Steel butt hinges instead of black enamelled MS butt hinges with necessary screws (Shutter area to be measured)
SQM
1500
11000
165000
22
14
Providing and fixing 18 mm thick 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I IS 3087 marked including top cover of 6 mm commercial ply wood conforming to IS 303 BWR grade nickel plate MS 20 mm dia curtain rod with nickel plated bracked including fixing with 25x3 mm MS flat 10 cm long all complete
Mtr
3500
29600
1036000
15
Supplying and fixing rolling shutters of approved make made of 80 x 125mm MS laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets side guides and arrangements for inside and outside locking with push and pull operation complete including cost of spring hooks providing and fixing necessary 253cm long wire springs grade No 2 and MS top cover 125mm thick for rolling shutters as per design amp IS 6248- 1979 (Clear openable area to be measured for payment)
SQM
60000
179600
107760000
16
Precast terrazo tiles of approved make 20mm thick with marble chips of size upto 6mm laid in floors and landing jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20mm thick bed of cement sand mortar 1 4 Light shade using white cement
SQM
95000
47000
44650000
17
Plaster on new surface on walls in cement sand mortar 14 including racking of joints etc complete fine finish -12mm thk
SQM
850000
11800
100300000
18
Providing and applying two coats of fire retardant paint unthinned on cleaned woodply surface 35 sum per litre per coat including preparation of base surface as per recommendations of manufacturer to make the surface fire retardant
SQM
850000
31100
264350000
23
19
Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying a) after surface preparation first layer of slurry of cement 0488 kgsqm mixed with water proffing cement compound 0253 kgsqm b) laying second layer of Fiber glass cloth when the first layer is still green Overlaps of joints of fiber cloth should not be less than 10 cm c) Third layer of 15 mm thickness consisting of slurry of cement 1289 kgsqm mixed with water proffing cement compound 0670 kgsqm and coarse sand 1289 kgsqm This will be allowed to air cure for 4 hours followed by water curing for 48 hours The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around d) fourth and final layer of brick tiling lsquowith cement mortar or any other approved protective coarse (which will be paid for separately) For the purpose of measurement the entire treated surface will be measured )
SQM
95000
33800
32110000
20
Laying of lawns including ploughing levelling breaking of clods manuring amp removal of stones etc(Cost of manure or extra good earth to be paid seperately) Maintenance of lawns for 30 daysor more till the grass forms a thick lawns free from weeds amp fit for moving in the duration of planting if lawn die some where the contractor will replant it at his own cost
100 SQM
774
550000
4255900
Total
1453150650
24
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT
Part -B Sanitary Work Based on PWD BSR
2014
1
P amp F Indian type white glazed vitreous china 1st quality WC orissa pan (IS 2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor
-
Size 530x410mm
Each
400
194500
778000
2
P amp F lst quality WVC Urinal (IS2556 mark) with 25mm dia GI waste pipe dome waste couplings concealed iron brackets or screws etc complete
-
Flat Back (small) size 456x355x265mm
Each
400
133200
532800
3
P amp F WVC wash basin (1st
quality IS 2556 Mark) of approved make with CI brackets duly painted 1 No 15 mm CP Pillar cock (IS 8934 Mark) amp 32 mm CP brass waste coupling of approved make 25 mm GI waste pipe complete including cutting amp making good the wall
-
Size 550 mm x 400 mm
Each
400
196800
787200
4 P amp F water closet Seat Covers with brass hinges complete
Solid PVC (ISI Marked) grade-I White for EWC
Each
400
35300
141200
5 P amp F CP lugs for toilet seat cover
Pair
400
7200
28800
6
P amp F Low level flushing cistern of 10 litres capacity (IS 2556 mark) of approved make with complete fittings CI brackets duly painted brass ball cock with ball (IS 1703 mark) complete including cutting and making good the wall
WVC with CP brass bend
Each
800
191000
1528000
7
P amp F Automatic Flushing Cistern of First quality ( IS 774 Mark) of approved make fitting syphon with copper tube CI brackets complete including cutting and making good the wall WVC (as per IS 2556) 10 litres
Each
400
98800
395200
8 P amp F Bottle Trap of approved make
CP Brass 32mm
Each
800
42500
340000
9 P amp F Waste Coupling with fittings of approved quality make
CP Brass 32mm Dia
Each
400
10800
43200
25
10
PampF Marble Urinal Partition slab both sides polished of approved design cut from marble size 900x600mm
Makrana II quality marble having light spots
Each
400
83900
335600
11
P amp F Looking Mirrors with PVC frame of approved make as per direction of Engineer-in-charge
Size 500x400mm
Sqm
400
26600
106400
12 P amp F Waste Pipe with all fittings
PVC with CP nut 32mm
Each
400
13200
52800
13 P amp F Toilet Shelf of approved qualitymake
Acrylic shelf on CP brass casted brackets amp guard rail of Commander equivalent make size 550 X 125 mm
Each
800
75500
604000
14 P amp F Towel Rail or Ring of approved qualitymake
CP brass Towel rail elbow type with concealed scrwes size 450mm (Heavy duty)
Each
400
34000
136000
15 P amp F Grating of approved qualitymake
Stainless steel sheet size 125mm dia Heavy Quality of approved make
Each
800
7000
56000
16 P amp F Liquid Soap Container with brackets complete of approved make
CP brass
Each
400
16000
64000
17 P amp F Toilet Paper Holder with rod of approved qualitymake
CP brass
Each
400
15000
60000
18 P amp F Soap dish or Tray of approved qualitymake
CP brass heavy amp Superior quality
Each
400
10500
42000
19 P amp F jet spray for water closet with CP Copper Tube flange of approved make
Each
400
26600
106400
20
P amp F GI pipes (internal work) with GI fittings (IS 1239 Mark) amp MS clamps including cutting and making good the walls and floors
Concealed pipe in wall including with anticorrosive bitumen paint
15 mm dia nominal bore B Class
Rmt
8000
17600
1408000
21
P amp F GI pipes (External work) with GI fittings (IS 1239 mark) including trenching amp refilling earth etc
15mm dia nominal bore B Class
Rmt
6000
13700
822000
25mm (-do-) B Class
Rmt
6000
21700
1302000
32mm (-do-) B Class
Rmt
6000
27000
1620000
22 Making connection of GI distribution branch with GI main including all fittings
26
Upto 25mm dia
Each
200
23000
46000
Beyond 25 mm amp upto 100 mm dia
Each
200
33800
67600
23
Fixing water meter (IS 779 mark) and stop cock in GI pipe line including making chamber of approved size excluding cost of water meter amp stop cock
Each
200
26700
53400
24 P amp F water meter (IS 779 mark) of approved make
15mm dia
Each
200
86300
172600
25 P amp F Pillar cocks (IS 8934 mark) of superior quality and approved make
CP Pillar cock 15 mm dia
Each
800
70800
566400
26
P amp F inlet connection (angle valves) superior quality of approved make CP inlet connection with 37mm long pipe amp nuts
Each
800
82800
662400
27
PampF bib cocks (IS 8931 mark) superior quality of approved make CP brass bib cock 15mm dia
Each
800
53600
428800
28
PampF Mixing range (15mm) CP one holeclose hole basin mixer with casted spout
Each
400
198600
794400
29
PampF stop cock (IS 8931 mark) superior quality of approved make CP brass concealed stop cock 15mm dia
Each
800
65700
525600
30 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 15mm
Each
400
27700
110800
31 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 25mm
Each
400
48100
192400
32
PampF rigid PVC Pipe (IS4985 mark) class II (4 Kg Cm
2) approved quality make including
joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia
PRM
3000
18800
564000
(b) 75 mm dia
PRM
4000
11900
476000
33
PampF rigid PVC pipe fittings (IS 4985 mark) of approved quality make including joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia bend
Each
800
11200
89600
(b) Plain tee 110mm dia
Each
800
13100
104800
(c) socket 110mm dia 8750
Each
800
7500
60000
(d) socket 75mm dia
Each
800
6100
48800
(e) Bend 75mm dia 8750
Each
1000
6800
68000
(f) Cowel 110mm dia
Each
1000
3900
39000
(g) Cowel 75mm dia
Each
1000
3000
30000
27
(h) 110mm dia door tee
Each
800
14500
116000
(j) 75mm dia with door tee
Each
800
12400
99200
34
PampF square mouth gully trap A grade (IS marked) of approved make complete with CI grating frame amp Cover masonry chamber in CM 16 100mm thick CC M-15 grade coping 12mm thick as per approved design amp type Trap size 150 X 100mm 72 kg CI cover with frame internal chamber size 300mm X 300mm
Each
400
99600
398400
35
Construction of Septic Tank in all types of soil with 40 cm thick masonry in CM 1 6 15 Cm thick CC bed of 1 5 10 M-15 grade CC flooring amp over stone slab covering 80mm thick slab jointing of slab in CM 1 3 Ralthal Kharanja 50 mm thick stone partition walls 20mm thick plaster in CM 1 6 finished with neat floating cement 4 Nos CI foot rests of approved design two No 450mm dia 25 Kg each CI cover with frame earth work etc complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr-
Size 400 X 140 X 150 cm (for 50 users)
Each
200
4506700
9013400
36
Construction of Soakage well in all types of soil 300 mm thick dry stone masonry top and bottom 300 mm course in CM 16 80mm thick stone slab jointing of slab in CM 1 3 Ralthal Kharanja 40 mm thick M-15 grade CC flooring earthwork including disposal of earth within a lead of 50 mtr
Size 300 Cm dia outside amp 300 cm depth
Each
200
1899700
3799400
37
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth upto 05 M
Each
600
432000
2592000
28
38
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth 05 to 10 M
Each
200
475000
950000
39
Providing Laying amp jointing glazed SW pipes grade `A` (IS651 marked) of approved make with spun yarn amp stiff mixture of cement mortar 11 excavation amp refilling of earth in all types of soil upto 12m depth SW fittings including testing of joints etc complete150mm dia
RM
15000
36900
5535000
40
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) all around SW pipe including 15 Cm thick bed concrete (Width W= Diameter of pipe in Cm+30 Cm)( Excluding cost of pipe)150mm dia
RM
15000
48500
7275000
41
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) upto haunches of SW pipes including 150 mm thick bed concrete (Width W= Dia of pipe in Cm+ 30Cm) concrete width to be reduced from width W at center of pipe to `0` at top of pipe (Excluding cost of pipe)
RM
25000
30600
7650000
Total
53818600
29
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Part -C Electrical Work based on
Electrical BSR 2013
1
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles18 SWG MS box with earth terminal 6 A switch 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
Medium point (up to 6 mtr)
P point 50
29300
1465000
Long point (up to 10 mtr)
P point 50
41500
2075000
2
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories 18 SWG 175 mm x 100 mm x 60 mm MS box with earth terminal 6 A switch 6 A socket 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
-
On board
P point 20
9100
182000
3
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles Moulded PVC Modular Box with 6 A Modular switchModular plate with grid plate screws making connections testing etc as required
-
Medium point (up to 6 mtr)
P point 50
33200
1660000
30
Long point (up to 10 mtr)
P point 50
45200
2260000
4
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories moulded PVC Modular box with earth terminal 6 A modular switch 6 A modular socket Modular plate with grid plate screws making connections testing etc as required
-
On board
P point 20
24400
488000
5
Supplying and drawing FR PVC insulated amp unsheathed flexible copper conductor ISI marked (IS694) of 11 kV grade and approved make in existing surface or recessed conduitcasing capping including making connections etc as required
-
1 x 15 sqmm
Mtr 100
1400
140000
2 x 15 sqmm
Mtr 200
2600
520000
2 x 25 sqmm
Mtr 100
4100
410000
4 x 25 sqmm
Mtr 100
8000
800000
6
PampF 240415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B C D tripping characteristic) ISI marked IS 8828(1996)] conforming to IEC 60898 in existing boardsheets including making connections testing etc as required
-
Single pole MCB
-
6 A to 32 A rating
Each 20
15100
302000
Double pole MCB
-
6 A to 32 A rating
Each 20
40100
802000
7
PampF 240415 V isolator conforming to IS13947-III IEC 60947-3 on existing board sheet including making connections testing etc as required
-
Double pole isolator
-
30 A 40 A rating
Each 20
29800
596000
63 A rating
Each 20
36700
734000
31
Four pole Isolator
-
63 A rating
Each 20
63100
1262000
8
PLaying PVC XLPE insulated amp PVC sheathed cable of 11 KV grade with aluminium conductor of IS1554 P-I IS 7098 P - I of Group 1 of approved make in ground as per IS1255 including excavation of 30cmx75cm size trench 25 cm thick under layer of sandIInd class bricks covering refilling earthcompaction of earth making necessary connection testing etc as required of size
-
100 Sqmm
-
3 core
Mtr 100
15100
1510000
4 core
Mtr 100
17000
1700000
160 Sqmm
-
3 core
Mtr 100
15900
1590000
4 core
Mtr 100
17800
1780000
350 Sqmm
-
35 core
Mtr 100
25200
2520000
9
Plate Earthing as per IS3043 with GI Earth plate of size 600mm x 600mm x 60mm by embodying 3 to 4 mtr below the ground level with 25 mm dia GI B class watering Pipe including all accessories like nut bolts reducer nipple wire meshed funnel and CC finished chamber covered with hinged type with locking arrangement CI Cover CI Frame of size300mm x 300mm complete with alternate layers of salt and cokecharcoal testing of earth resistance as required
Set 2
425000
850000
TOTAL
23646000
32
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Figure Words
Part -D NON BSR Items
1
Shortblasted paver blocks i shape wave shape rectangular shape square shape 60mm thick for colour paver inclusive of material costtax tranportation and unloading(rate-rs 1350m2) considering cement mortar(14)
SQM 80000 --------- -----------
----------
2
Providing and Fixing Cobbles on path way open court yards over 40mm thick base grinded Cement mortar 13 including keeping 10mm joint between cobbles filled with masaldar grinded Cement mortar11 complete in all respects The mortar should remain recessed by 5mm from the top surface of the cobble stone of approved shade Color It includes the cost of stone patties of size 150 x 225 mm at every 3 mtr internal in cobble pathway
(a) 150 mm thick
Sqm 150000 --------- -----------
----------
3
Providing and Fixing fine dressed kerb stone (Dand stone) along with path way gardeningtapperround with top edges in Cement mortar 13 including pointing with lime cream and stone dust with an admixture of pigment complete in all respect as per direction of Engineer incharge
(a) Size 100 x300mm fine dressed
Rmtr 40000 --------- -----------
----------
Total
-
4
RAJASTHAN TOURISM DEVELOPMENT CORRPORATION
HOTEL SWAGATAM CAMPUS NEAR RAILWAY STATION JAIPUR PHONE NO 51157802202586 FAX 0141-22010452204065
GENERAL TERMS amp CONDITIONS
SN
1 Tenders invited from Contractor having registration in Government Semi-Government or any other Public Sector Undertakings
2 The work shall include all lead and lifts at site of work
3 The work shall be strictly carried out as per the tender specification amp Indian Standard specifications
4 Any kind of damage to the existing structure during the execution of the work shall be made good by the contractor at no extra cost
5 Electricity and water for execution of the work shall be arranged by the contractor at his own cost
6 The contractor shall be fully responsible for compliance of Labour laws EPFESI amp contribution towards labour as well as himself and insurance etc for the workers engaged by him on the works
7 Conditional tender shall not be considered and shall be liable to be rejected without taking any cognizance thereof
8 Quantities of any item may be increased decreased or deleted as per site conditions and as per instruction of Engineer-in-charge Nothing can be claimed extra for such changes in the item and also in the variation of quantities
9 All the instructionsspecifications issued by RTDC authorities from time to time regarding construction addition or alteration shall be binding upon the contractor
10 The contractor shall take all the necessary measures and will be responsible for the safety for the Labour at work and existing structure etc
11 Skilled man power shall be provided at site to engineer-in-charge for checking of lines levels and specifications etc who shall be at the disposal of the engineer-in-charge If not provided by the contractor than same shall be engaged by the Corporation on Contractorrsquos cost and the payment made shall be recovered from the contractor
12 Contractor is to abide by the instruction issued by the Engineer-in-charge amp Client Department Authority regarding collectionstorage of material at site
13 All service lines ie water supply sewer telephone Electricity etc at the site shall have to be taken care of by the contractor during the execution Any damage to these lines shall have to repaired by the contractor
14 All finishing material shall be got approved by the Clientcompetent authority before execution
15 All hidden works shall be got checked necessarily from the engineer-in-charge before covering them for which the contractor shall inform the engineer-in-charge well in time
16 Final payment shall be made only after satisfactory handing over of the said work to the clientdepartment All materials shall be got tested before use by the contractor at his own cost as directed by Engineer-in-charge
17 Defect liability shall be 1 year for the said work
18 The Tenderers are advised to visit the site before quoting the rates and to seek any clarification regarding said work they can contact the engineer-in-charge during office hours
19 The rates quoted by the contractor shall be deemed to be inclusive of Sales tax Income Tax Service tax Royalty Labour cess amp any other taxdutycess applicable by law at the time of payment and shall be borne by the contractor for performance of the contractor The employer shall deduct such taxes as per applicable law
20 The Photographsrsquo of site before starting of the work and after completion of work will be provided in two copies by the contractor at his own cost amp no extra cost will be paid by department
21 The rates quoted by the contractor will remain valid upto four months Validity period on the written consent of the contractor can be extended
Signature of Contractor with seal and full address with mobile No
General Manager-Works RTDC Ltd Jaipur
5
RAJASTHAN TOURISM DEVELOPMENT CORPORATION LIMITED JAIPUR
(WORKS DIVISION)
TENDER DOCUMENT (Technical Bid)
E-Tender (NIT No) 082016-17
Name of work- Development of Craft Haat amp Administrative Block
Mirror
Signature of Contractor
6
UNDERTAKING
THE GENERAL MANAGER ndashWORKS RTDCLTD JAIPUR
Dear Sir
Having examined and understood terms amp conditions the plans specifications and Schedule of
Quantities for the work prepared by your Architects Engineers IWe hereby offer to execute the work at the
rates which IWe have quoted for respective items specified IWe herewith enclose myOur DD no------------
----------dated---------------Name of bank-----------------------------------------------------------for Rs
as earnest money for execution at myour tendered rates
In the event of this Tender being accepted IWe agree to enter into agreement as amp when required
to execute the work
Yours Faithfully
CONTRACTOR (Name amp Full address with seal)
7
MEMORANDUM IWe hereby tender for execution for the work within time specified and rates entered in the schedule G in all respects in accordance with the specifications designs drawings and instructions in writing referred to herein and in the annexed conditions with such materials as are provided for by and in all other respects in accordance with such conditions so far as applicable IWe have visited the site of work amp IWe amare fully aware of all the difficulties amp conditions likely to effect carrying out of the work IWe have fully acquainted myselfourselves about the conditions in regard to accessibility of site and quarrieskilns nature and the extent of ground working conditions including stacking of material installation of TampP conditions affecting accommodation and movement of labour etc required for the satisfactory execution of this contract (a) Name of work (b) Estimated Cost (in figures) Rs
(in words) Rs
(c) Earnest Money Rs (d) Security Deposit (Including Earnest Money) Rs NOTE (1) Security deposit to be 10 in the form of cash or deduction to be made from running bills (2) Time allowed for the work to be reckoned from the 10
th day after the date of written order to
commence the work Should this tender be accepted in whole or in part IWe hereby agree to abide-by and fulfill all terms and provisions of the conditions of contract annexed hereto and in the NIT or in default thereof to forfeit and pay to the General Manager (Works) Jaipur the sum of money mentioned in the said conditions A sum of Rs is enclosed herewith as earnest money This amount of earnest money shall absolutely be forfeited to Department without prejudice to any other right or remedies should IWe fail to commence the work specified in the above memorandum or should IWe not furnish performance guarantee in cash or in form or Bank guarantee at the time of execution of agreement specified in the above memorandum in accordance with the said conditions of contract
Signature of Contractor The above tender is hereby accepted by me
General Manager-Works
RTDCLTD JAIPUR
8
DIRECTIONS FOR GUIDANCE OF CONTRACTORS
1 All works proposed for execution by contract will be notified in a form of invitation to tender pasted on a board hung up in the
office and signed by General Manager-Works RTDC LTD Jaipur or duly authorized officer
The form of invitation to tender will state the work to be carried out as well as the date of submitting and opening of tenders
amp the time allowed for carrying out the work also the amount of earnest money to be deposited with the tender and the
amount of security deposit to be deposited by the successful tenderer and the percentage as per PWFampAR Govt of
Rajasthan to be deducted from the bills copies of the specifications designs and drawing and estimated ratesscheduled
rates and any other documents required in connection with the work for the purpose of identification by the Rajasthan
Tourism Development Corpn Jaipur Drawings shall also be open for inspection by the contractor at the office of the General
Manager9 Works) Rajasthan Tourism Development Corporation Ltd Jaipur or duly authorized Engineer during office hours
2 In the event of the tender being submitted by a firm it must be signed separately by each partner thereof or in the event of
the absence of any partner it must be signed on his behalf by a person holding power of attorney authorizing him to do so
3 Receipt for payment made on account of a work when executed by a firm must also be signed by the several partners
except where the contractor are described in their tender as a firm in which case the receipt must be signed in the name of
the firm by one of the partners or by some other person having to give effectual receipts for the firm
4 Any person who submits tender shall fill up the usual printed form stating at how much percent above or below the rates
specified or on item rates he is willing to undertake the work Tenders which propose any alteration in the work specified in
the said form of invitation to tender or in the time allowed for carrying out the work or which contain any other conditions of
any sort will be liable to rejection No single tender shall include more than one work but person who wish to tender for two
or more works shall submit a separate tender for each work Tender shall have the name and number of the work to which
they refer written outside the envelope
5 The General Manager-Works RTDC Ltd Jaipur or other duly authorized Engineer will open the tenders in the presence of
any intending contractors or their authorized representative who may be present at the time and will enter the amounts of the
several tenders in the Register of tenders in the event of the tender being accepted A receipt for the earnest money
forwarded therein shall there upon be given to the contractor who shall there-upon for the purpose of identification sign
copies of the specifications and other documents In the event of a tender being rejected the earnest money forwarded with
such unaccepted tender shall be returned to the contractor
6 The General Manager-Works RTDC Ltd Jaipur or other authorized Engineer shall have the right of rejecting all or any of
the tenders without assigning any reasons
7 The accompanying schedules of quantities in ldquoGrdquo Schedule are the architects estimated quantities for the work The
contractors shall attach histheir OWN prices for the each item in column for rates left blank and shall money out the same in
the final column amp totals HeThey shall fill up properly the form of tender and the schedule of quantities without adding any
stipulations thereto The tender shall show the total amount arrived at in the manner above described The tender Notice to
Contractors conditions of contract Specifications and the Schedule of quantities and rates etc shall all be embodied in and
shall form a part of the contract
8 The quantities contained in the Schedule are only approximately correct If more or less quantities are actually done on the
work the contractors shall be paid for the same at the rates tendered by himthem in the Schedule of Rates The work as
actually done will be measured by the contractors qualified engineer and bill furnished to the General Manager(Works)
RTDC Ltd Jaipur which in turn will get it checked by the Engineer in charge time to time and will be paid for as provided in
the Special Condition of Contract after deducting SD as per PWFampAR provisions
Signature of Contractor
9
GENERAL CONDITIONS OF CONTRACT 1 All the materials used shall be of approved quality and to the entire satisfaction of the General Manager-works RTDC Ltd
Jaipur
2 The General Manager-works RTDC Ltd Jaipur or the Engineer in charge reserves right for any additions and alternations or
omission in the tender and execution of works In case the Department supplies the material specified in the tender recovery for
the cost of supplied material from subsequent running Bill will be made
3 The Department shall pay to the contractor as detailed in special conditions of contract
4 The contractors isare to set out the work in accordance with the plans All lines to be accurately marked or otherwise to the
satisfaction of the Engineer in charge
5 The contractors shall meet the Engineer in charge or his representative at the works site whenever required
6 The contractors shall maintain and be represented on site at all times by a responsible and efficient EngineerArchitect who
thoroughly understands all the trades enrolled The Engineer in charge reserves the right to dismiss the Foremen and any
workmen who in his opinions are not sufficiently skilled or who neglect or refuse to obey instructions
7 The contractors shall be given one set of the plans free of charge
8 The General Manager-works RTDC Ltd Jaipur reserves the right of altering the drawings and nature of the work and adding
to or omitting any item of work or having portions of the same carried out departmentally or otherwise and such alterations or
variations shall be carried out without prejudice to the contract
9 The General Manager-works RTDC Ltd Jaipur reserves to the right to increase or decrease quantity of work or omit some part
of the work without violating the contract and for which he will not be held liable to compensation to the contractors
10 All plants machines and other equipments are to be arranged by contractor for the work
11 Any percentage rate tender containing item-wise rates and any item rate tender containing percentage rate below or above
estimatedscheduled rates will be summarily rejected
12 The Conditions of Contract shall govern sales tax or any other tax on materials or Income Tax in respect of the contract
Deduction of Income Tax at source will be made as per provisions of the Income Tax Act in force from time to time
13 If on check there are differences between the rate quoted by the Contractor in words and figures or in the amount worked out
by him the following procedure shall be followed -
(i) Where there is a difference between the rates in figures and words lower of the two rates shall be taken as valid and correct
rate
(ii) When the rate quoted by the contractor in figures and in words tallies but the amount is not worked out correctly the rate
quoted by the contractor shall be taken as correct and not the amount worked out
(iii) While quoting rates if raterates against any item or items are found to be omitted the rate given in the Schedule G by the
Department for such items will be taken into account while preparing comparative statement and contractor shall be bound to
execute such item on G Schedule rates
(iv) In case where percentage is given but the above or below not scored the tender will be non-responsive
14 The Contractor shall read the specifications and study the working drawings carefully before submitting the tender
15 After acceptance of the tender the Contractor or all partners (in the case of partnership firm) will append photographs and
signatures duly attested at the time of execution of agreement
16 Experience into similar nature of works for which tender invited and fulfill conditions of NIT
17 Contractors shall submit only unconditional tenders Conditional tenders are liable to be rejected similarly
Signature of Contractor
General Manager-Works
10
SPECIAL CONDITIONS OF CONTRACT
1 The Technical bid will be opened first on the day mentioned in the NIT Bidders will be evaluated as per norms set for
qualification in Technical bid and Financial bids of only those bidders will be opened which were qualify in the technical bid
2 Contractors bidding for the work should be reputed experienced contractors fulfilling the requirements laid down in the NIT
and well versed and working in the field Only those bidders will be considered qualified in the Technical bid who have
executed similar works to the tune of at least 13rd of the estimated value of the work (published in NIT) during last five
years (updated to current price level 100 per annum) and have the necessary technical expertise and support
machinery and administrative and financial capability to satisfactorily execute works in question for which they are bidding
3 The decision of the General Manager-works RTDC Ltd Jaipur or his representative on pre-qualification in the Technical bid
will be final amp binding
4 All raw materials will have to be brought to the site and all carving work will have to be executed only at site to qualify for
payment of running bills No payment of any material at or work done at place other than the site of work will be made
unless such material is brought to site and found acceptable to be used on the work
5 General conditions of contract special conditions of contract and specification of work as appended herewith in addition to
General condition of agreement will be applicable on this work In addition the PWD specifications will also be applicable
as relevant to the particular item of work
6 Work shall be carried out as per approved drawings and designs to be provided by the departmental architect engaged
7 Architectural work for the construction shall be of a high standard quality and pattern (class and style) to match the existing
work
8 All work shall be carried out as per approved samples of each element
9 The exposed surface of stonework will be suitably protected from damage disfigurement during the course of work and will
be cleaned and washed removing all spots etc for final acceptance on completion
10 All scaffolding shuttering TampP etc for the work shall have to be arranged by contractor at his own cost
11 The time for completion of work as given in the NIT shall be strictly adhered to and the work so planned as to be completed
within the scheduled period The contractor shall provide with a time schedule to the department for progressing with and
completing various stages of the work
12 Only best quality stone and other building materials shall be used in construction and all such material will be got approved
from the Engineer in-charge before use
13 Quantities of individual items can be increased invariably or even reduced withdrawn and specification and designs altered
at the discretion of Engineer in-charge and contractor will not be entitled to any compensation thereof for such alteration For
extra items if any rates will be decided based on market analysis to be provided by contractor
14 Contractor will give notice before any work is covered up Bad work will have to be redonereplaced at contractors cost
15 Full scale drawings form work for architectural stone work to be developed from drawings wherever necessary shall be got
prepared by contractor for prior approval before Signature of contractor
construction at his own cost and he will get these approved from the Engineer in-charge General Manager-Works RTDC
Ltd Jaipur who shall however be at liberty to modify such drawings form work and no extra payment shall be made for this
16 It will be the contractors responsibility to get the drawings formwork and sample of individual itemselements of work
approved from the departmental Architect Engineer before proceeding with manufacture of the same at site
17 The contractor shall provide adequate safety measures and proper insurance for his labour working at site and it shall be
done by contractor at his end Contractor shall settle all labour disputes at his own level The contractor shall observe all
labourfactory laws in force
18 Security deposit will be recovered from each running bill of contractor as per provisions of PWFampAR Earnest money will be
adjusted in the security deposit amount Security deposit shall be returned after one year satisfactory completion of the work
and on satisfactory performance of structure
19 No escalation will be payable even if the completion period exceeds that as stipulated
20 In case of unsatisfactory work by contractor or deliberate delaying the work without valid reasons the contract will be liable
to be terminated at the stage up to which acceptable work is done and paid for with no compensation of any sort payable to
contractor for withdrawal at that stage and possession of work executed at site will be taken over by Department In case of
any dispute the decision of the Department will be final and binding on the contractor
21 The bidder has to furnish with his technical bid (In prescribed Performarsquos Schedule 1-5)
Full information regarding financial resources and capability in Schedule-1 herewith(Photocopy to be made out of schedule)
a) Details of works of similar type and magnitude completed in last 5 years by the tenderer in Schedule II (Photocopy to be
made out of schedule)
b) Details of works bids and works to be completed in Schedule-III (Photocopy to be made out of schedule)
c) Details of technical supervisory personnel and master craftsman craftsman which he proposes to utilize for this work in
Schedule IV (Photocopy to be made out of schedule)
d) Details of plant and equipment proposed for use in the work in Schedule V (Photocopy to be made out of schedule)
11
e) The bidder should demonstrate that they have adequate financial resources (Over draft Credit Limit letter from bank)
Signature of Contractor
22 Bid capacity
(i) Bidders who meet the minimum qualifying criteria are to be evaluated further for Bid capacity as under -
(a) Maximum value of similar works executed in any one year during the last five years including current year (updated to the
current price level) extracted from schedule II which will take into account the completed and on going works
(b) Value of the existing commitments works (complete or partial) to be completed in the coming 12 months (up dated to the
current price level) Extracted from schedule III
(ii) Bid Capacity=(AxNx3-B) where
A=Maximum value of works executed in any one year during the last five years (updated to present price level) taking into
account the completed as well as works in progress
N=Number of years prescribed for completion of the works for which bids are invited herein (in years)
B=Value at present price level of existing commitments and on going works (at hand) to be executed during N period
The bidder will be post qualified only if his bid capacity is equal or more than the cost of work in question No contract may be
awarded to bidder lacking the financial and technical resources to undertake the work The decision of General Manager
(Works) Rajasthan Tourism Development Corporation Ltd Jaipur in this regard will be final and binding
NOTE -The present price level for turn over cost of completed works and amount of similar nature works (of a value at least 13rd of the estimated value of the work published in NIT during last five years) the previous years value shall be given weightage of 10 per year as following for the tendersbids invited by this department ndash
(a) For last year - 100 (b) For one year before - 110 (c) For two year before - 121 (d) For three year before - 133 (e) For four year before - 146
For current year the price level shall be 10
23 The right to qualify or not to qualify any or all the bidders without assigning any reason is reserved with the General Manager
(Works) Rajasthan Tourism Development Corporation Ltd Jaipur
24 Determination of Responsiveness
a) Prior to the detailed evaluation of bids the General Manager (Works) Rajasthan Tourism Development Corporation Ltd
JAIPUR will determine whether each bid is substantially responsive to the requirements of the bidding documents
b) For the purpose of this clause a substantially responsive bid is one which has required capacity capability and financial
resources and whose bid conforms to all the terms conditions and specifications of the bidding documents without
material deviation or reservation A material deviation or reservation is one which affects in any substantial way the
scope quality or performance of the works or which limits in any substantial way the General Manager (Works)
Rajasthan Tourism Development Corporation Ltd JAIPURrsquoS right or the Bidders obligations under the contract and the
rectification of which deviation or reservation would effect unfairly the competitive position of other bidders presenting
substantially responsive bids
c) if a bid is not substantially responsive to the requirements of the bidding documents it will be rejected and may not
subsequently be made responsive by the bidder having corrected or withdrawn the nonconforming deviation or
reservation
25 Construction programme ndash
1) Within the time stated in this contract the Contractor shall after the acceptance of his tender submit to the General Manager
(Works) Rajasthan Tourism Development Corporation Ltd JAIPUR for approval programme together with bar chart PERT
chart
2) proposed deployment of machinery etc showing the order of procedure in which he proposes to carryout the works The
contractor shall provide in writing general description the arrangements deployment of equipment work planning and
methods which he proposes to adopt for the execution of the works
3) If at any time it should appear to the Department that actual progress of the work does not conform to the approved
programme referred to in sub-clause (1) of this clause the Contractor shall produce at the request of the Department a
revised programme showing the modifications to the approved programme necessary to ensure completion of the works
within the time for completion
4) The submission to and approval by the Department of such programmers or the furnishing of such particulars shall not
relieve the contractor of any of his duties or responsibilities under the contract
5) The contractor shall submit within 30 days after the date of notice to proceed with the work a detailed construction
programme to suit the programme of completion for the entire contract period This programme shall be reviewed and
revised every half year at the beginning of the working season to plan timely action for making up the slippages occurred in
the previous season to suit the stipulated period of completion (including mile stones) as extended from time to time
26 Materials workmanship period and certificates of Maintenance and Defect Liability etc
All materials and workmanship shall be of the respective kinds described in the contract and in accordance with the
ArchitectsEngineer instructions and shall be subjected from time to time to such tests as the Engineer may direct at the
place of manufacture or fabrication or on the site or at such other place or places as may be specified in the Contract or at
all or any of such places The contractor shall install quality control laboratory and provide such assistance instruments
machines labour and materials as are normally required for examining measuring and test in any work and the quality
weight or quantity of any material used and shall supply samples of materials before incorporation in the works for testing as
may be selected and required by the Engineer-in-charge
12
Signature of Contractor
27 Period of maintenance and Defects liability
The Contractor shall be responsible to make good within such period as maybe stipulated by the Engineer in-charge any
defect which may develop or may be noticed during period of maintenance of 12 months from the certified date of
completion and which is attributable to the contractor All notice of such defect shall be given to the Contractor promptly In
case the contractor fails to make good the defects the Engineer in-charge may employ other persons to make good such
defects and all expenses consequent thereof and incidental thereto shall be recoverable from the Contractor In the event
the employer takes over portions of work as they are completed the liability of the contractor under this clause for these
portions shall extend to a period of 24 months from the actual dates on which portions of the works are taken over
28 The successful biddercontractor is required to undertake detailed photo recording documentation by still photography
videography of the entire work prior to commencement and the same has to be deposited with the Engineer in charge of
RAJASTHAN TOURISM DEVELOPMENT CORPORATION JAIPUR in two copies immediately Before dismantling any old
work to redo this still photography with specifically putting some identity mark number of the portion by any specified means
has to be done and this to be got checked and certified by Engineer In charge and recorded specifically in the measurement
book (MB) A written permission from the Engineer in charge before commencement of executing such work is essential for
execution as well as for payments
During the work in progress and after its completion also photo documentation is necessary and the photos before amp after
completion of portion of work are essentially to be enclosed with the bill for payment
Signature of Contractor
GENERAL MANAGER (WORKS)
13
SCHEDULE-I
FINANCIAL RESOURCES AND CAPABILITY
(PURSUANT TO CLAUSE 26) 1 Name of Applicant
2 Name of Partner Director
3 Capital
(a) Authorised
(b) ii
4 (a) WhetheCategory of Enlisted in Govt
(b) Details Details of the work completed and applicants performance record for last five years
(information to be furnished in Schedule II in India
(c) Details of works in hand applicants performance record for last five years (Information to be
furnished in Schedule-III)
5 Furnish Balance Sheet and profit and loss statement with auditorrsquos report for the last three years
6 The information on the following aspects should be specifically furnished
(i) Working capital and net worth
(ii) Turnover for the years
a
b
c
(iii) Gross income in years in India
(i)
(ii)
(iii)
(iv) Quick ratio or acid test ration (Quick assets to current liabilities)
7 What is the maximum annual turnover of the project that you can handle (Financial Projection)
8 Have you ever been denied tendering facilities by any Governmental DepartmentPublic Sector
undertaking
(If yes Please give details)
9 List of your source of finance
10 Certificate of financial soundness by Bank
11 Name and address of Bank from whom reference can be obtained
12 Have you ever been declared bankrupt
(if yes please give details)
Signature of Contractor
14
SCHEDULE-II WORKS OF SIMILAR MAGNITUDE TO THE WORK UNDER CONSIDERATION COMPLETED BY THE
APPLICANT IN LAST FIVE YEARS IN INDIA
(Pursuant to Clause 26)
SNo Na
me
of
wor
k
Place
amp
State
Tender
awardi
ng
Agency
Tender
ed Cost
Stipulate
d time of
Completi
on
Time in
which
complete
d
Date
of
comp
letion
Reason
for
Delay
Principal
features
of work
done
Value of
work done
1 2 3 4 5 6 7 8 9 10 11
Year
Year
Year
Signature of Contractor
15
SCHEDULE-III WORKS TENDERED FOR amp WORKS TO BE COMPLETED AS ON THE DATE OF SUBMISSION OF
APPLICATION IN INDIA
(pursuant Clause 26)
SNo Name
of
work
Place
amp
State
Work on Hand Work tendered for
Tender
Cost amp
Date
or
award
Stipulated
period of
Completion
Cost of
work
remaining
to be
executed
Antici
pated
Date
of
compl
eted
Estimate
d cost
(Rs In
Lakh)
Date
when
decisio
n
expecte
d
Stipulate
d Date
period of
Completi
on
Remar
ks
1 2 3 4 5 6 7 8 9 10 11
Year
Year
Year
Signature of Contractor
16
SCHEDULE- IV
Details of Key Personnel intended to be employed for this work
(use separate sheet if necessary)
(Pursuant to clause 26)
S No Name of Person Qualification Designation Experience Work to be
put on
A Technical Personnel
(1)
(2)
(3)
(4)
B Administrative Personnel
(1)
(2)
(3)
(4)
C Master Craftsmen
(1)
(2)
(3)
(4)
D Craftsmen
(1)
(2)
(3)
(4)
E Any other (1)
(2)
(3)
(4)
Signature of Contractor
17
SCHEDULE- V
DETAILS OF MAJOR ITEMS OF CONSTRUCTION PLANT AVAILABLE FOR THIS WORK
S No
Particulars Make Year of manufacture
Nos Whether owned or confirmed lease
1 Lime mortar Mill
2 Scaffolding Material
3 Movable Gantry
Crane etc
4 Any other TampP for
the purpose
5
6
7
8
Signature of Contractor
18
RAJASTHAN TOURISM DEVELOPMENT CORPORATION LIMITED JAIPUR
(WORKS DIVISION)
TENDER DOCUMENT (Financial Bid)
E-Tender (NIT No) 082016-17
Name of work- Development of Craft Haat amp Administrative Block
Restoration Conservation work Stained GssMirror
Signature of Contractor
19
Rajasthan Tourism Development Corporation Ltd Jaipur
Name of Work - Development of Craft Haat amp Administrative Block
Schedule G
SNo Particulars Amount in Rs 1 Part -A Civil Work Based on PWD BSR 2014 1453150650
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part A Civil work ---------------------
2 Part -B Sanitary Work Based on PWD BSR 2014 53818600
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part B Civil work ---------------------
3 Part -C Electrical Work based on Electrical BSR 2013 23646000
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part C Civil work ---------------------
4 Part -D NON BSR Items -
Total
Signature of the Contractor General Manager Works
with full address RTDC Ltd Jaipur
Rajasthan
20
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE AMOUNT
Part -A Based on PWD BSR 2014
1
Earth work in rough excavation banking excavated earth in layers not exceeding 20cm in depth breaking clods watering rolling each layer with 12 tonne roller or stone or steel rammers and rolling every 3rd and top- most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads flood banks marginal banks and guide banks or filling up ground depressions lead up to 50 Mtr and lift up to 15 Mtr All kinds of soil
CUM
25000
23600
5900000
2
Earth work in excavation by mechanical means (hydraulic excavator) by manual means in foundation trenches or drains (not exceeding 15m in width or 10 sum on plan) including dressing of sides and ramming of bottom lift upto 15m including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed with in a lead of 50m of all kinds of soil
CUM
11000
15500
1705000
3
Filling available excavated earth (excluding rock) in trenches plinth side of foundation etc in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift
CUM
20000
5600
1120000
4
Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand
CUM
15000
88700
13305000
5
Providing and laying in position cement concrete including curing compaction etc complete in specified grade excluding the cost
of centering and shuttering - All work up to
plinth level
-
M10 grade Nominal Mix 1 3 6 (1 cement 3 coarse sand 6 graded stone aggregate 20mm nominal size)
CUM
15000
333125
49968750
21
6
Providing and laying damp-proof course with cement concrete grade M-150 (1 2 4) mortar prepared with 1 solution of water-proof compound complete as per specification 75mm thick
SQM
25000
47250
11812500
7
providing and laying in position specified grade of cememt concrete for all RCC structural elements upto plinth level including curing compaction finishing with rendering in cement sand mortar 13 (1cement3 coarse sand) and making good the joints and cost of the plasticizers(if required) excluding the cost of centeringshuttering and reinforcement M20 grade Nominal mixdesign Mix
CUM
27500
411200
113080000
8
Centering and Shuttering with plywood or steel sheets including strutting propping bracing both ways and removal of formwork for foundation footings strap beam raft bases of columns etc
SQM
250000
13700
34250000
9
Providing and fabricating reinforcement for RCC work including straightening cutting bending placing in position and binding (including cost of binding wire) all complete up to floor five level (Cold twisted deformed bars (IS 1786))
Kg
3000000
7400
222000000
10
Brick work with FPS bricks of class designation 75 in foundation and plinth with bricks -cement mortar 14 (1cement 4 coarse sand) CUM
65000
383100
249015000
11
Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in
-
Cement Mortar 13 ( 1-Cement 3-Sand)
CUM
11000
305500
33605000
Cement Mortar 14 ( 1-Cement 4-Sand)
CUM
58000
275600
159848000
12
Providing and fixing wood panelling or panelling and glazing in panelled or panelled and glazed shutters for doors windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured) Panelling for panelled and glazed shutter 25 mm to 40 mm thick
-
Nigeria wood Grade I
SQM
1500
194300
2914500
13
Extra for providing IS 1341-1992 marked Stainless Steel butt hinges instead of black enamelled MS butt hinges with necessary screws (Shutter area to be measured)
SQM
1500
11000
165000
22
14
Providing and fixing 18 mm thick 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I IS 3087 marked including top cover of 6 mm commercial ply wood conforming to IS 303 BWR grade nickel plate MS 20 mm dia curtain rod with nickel plated bracked including fixing with 25x3 mm MS flat 10 cm long all complete
Mtr
3500
29600
1036000
15
Supplying and fixing rolling shutters of approved make made of 80 x 125mm MS laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets side guides and arrangements for inside and outside locking with push and pull operation complete including cost of spring hooks providing and fixing necessary 253cm long wire springs grade No 2 and MS top cover 125mm thick for rolling shutters as per design amp IS 6248- 1979 (Clear openable area to be measured for payment)
SQM
60000
179600
107760000
16
Precast terrazo tiles of approved make 20mm thick with marble chips of size upto 6mm laid in floors and landing jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20mm thick bed of cement sand mortar 1 4 Light shade using white cement
SQM
95000
47000
44650000
17
Plaster on new surface on walls in cement sand mortar 14 including racking of joints etc complete fine finish -12mm thk
SQM
850000
11800
100300000
18
Providing and applying two coats of fire retardant paint unthinned on cleaned woodply surface 35 sum per litre per coat including preparation of base surface as per recommendations of manufacturer to make the surface fire retardant
SQM
850000
31100
264350000
23
19
Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying a) after surface preparation first layer of slurry of cement 0488 kgsqm mixed with water proffing cement compound 0253 kgsqm b) laying second layer of Fiber glass cloth when the first layer is still green Overlaps of joints of fiber cloth should not be less than 10 cm c) Third layer of 15 mm thickness consisting of slurry of cement 1289 kgsqm mixed with water proffing cement compound 0670 kgsqm and coarse sand 1289 kgsqm This will be allowed to air cure for 4 hours followed by water curing for 48 hours The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around d) fourth and final layer of brick tiling lsquowith cement mortar or any other approved protective coarse (which will be paid for separately) For the purpose of measurement the entire treated surface will be measured )
SQM
95000
33800
32110000
20
Laying of lawns including ploughing levelling breaking of clods manuring amp removal of stones etc(Cost of manure or extra good earth to be paid seperately) Maintenance of lawns for 30 daysor more till the grass forms a thick lawns free from weeds amp fit for moving in the duration of planting if lawn die some where the contractor will replant it at his own cost
100 SQM
774
550000
4255900
Total
1453150650
24
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT
Part -B Sanitary Work Based on PWD BSR
2014
1
P amp F Indian type white glazed vitreous china 1st quality WC orissa pan (IS 2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor
-
Size 530x410mm
Each
400
194500
778000
2
P amp F lst quality WVC Urinal (IS2556 mark) with 25mm dia GI waste pipe dome waste couplings concealed iron brackets or screws etc complete
-
Flat Back (small) size 456x355x265mm
Each
400
133200
532800
3
P amp F WVC wash basin (1st
quality IS 2556 Mark) of approved make with CI brackets duly painted 1 No 15 mm CP Pillar cock (IS 8934 Mark) amp 32 mm CP brass waste coupling of approved make 25 mm GI waste pipe complete including cutting amp making good the wall
-
Size 550 mm x 400 mm
Each
400
196800
787200
4 P amp F water closet Seat Covers with brass hinges complete
Solid PVC (ISI Marked) grade-I White for EWC
Each
400
35300
141200
5 P amp F CP lugs for toilet seat cover
Pair
400
7200
28800
6
P amp F Low level flushing cistern of 10 litres capacity (IS 2556 mark) of approved make with complete fittings CI brackets duly painted brass ball cock with ball (IS 1703 mark) complete including cutting and making good the wall
WVC with CP brass bend
Each
800
191000
1528000
7
P amp F Automatic Flushing Cistern of First quality ( IS 774 Mark) of approved make fitting syphon with copper tube CI brackets complete including cutting and making good the wall WVC (as per IS 2556) 10 litres
Each
400
98800
395200
8 P amp F Bottle Trap of approved make
CP Brass 32mm
Each
800
42500
340000
9 P amp F Waste Coupling with fittings of approved quality make
CP Brass 32mm Dia
Each
400
10800
43200
25
10
PampF Marble Urinal Partition slab both sides polished of approved design cut from marble size 900x600mm
Makrana II quality marble having light spots
Each
400
83900
335600
11
P amp F Looking Mirrors with PVC frame of approved make as per direction of Engineer-in-charge
Size 500x400mm
Sqm
400
26600
106400
12 P amp F Waste Pipe with all fittings
PVC with CP nut 32mm
Each
400
13200
52800
13 P amp F Toilet Shelf of approved qualitymake
Acrylic shelf on CP brass casted brackets amp guard rail of Commander equivalent make size 550 X 125 mm
Each
800
75500
604000
14 P amp F Towel Rail or Ring of approved qualitymake
CP brass Towel rail elbow type with concealed scrwes size 450mm (Heavy duty)
Each
400
34000
136000
15 P amp F Grating of approved qualitymake
Stainless steel sheet size 125mm dia Heavy Quality of approved make
Each
800
7000
56000
16 P amp F Liquid Soap Container with brackets complete of approved make
CP brass
Each
400
16000
64000
17 P amp F Toilet Paper Holder with rod of approved qualitymake
CP brass
Each
400
15000
60000
18 P amp F Soap dish or Tray of approved qualitymake
CP brass heavy amp Superior quality
Each
400
10500
42000
19 P amp F jet spray for water closet with CP Copper Tube flange of approved make
Each
400
26600
106400
20
P amp F GI pipes (internal work) with GI fittings (IS 1239 Mark) amp MS clamps including cutting and making good the walls and floors
Concealed pipe in wall including with anticorrosive bitumen paint
15 mm dia nominal bore B Class
Rmt
8000
17600
1408000
21
P amp F GI pipes (External work) with GI fittings (IS 1239 mark) including trenching amp refilling earth etc
15mm dia nominal bore B Class
Rmt
6000
13700
822000
25mm (-do-) B Class
Rmt
6000
21700
1302000
32mm (-do-) B Class
Rmt
6000
27000
1620000
22 Making connection of GI distribution branch with GI main including all fittings
26
Upto 25mm dia
Each
200
23000
46000
Beyond 25 mm amp upto 100 mm dia
Each
200
33800
67600
23
Fixing water meter (IS 779 mark) and stop cock in GI pipe line including making chamber of approved size excluding cost of water meter amp stop cock
Each
200
26700
53400
24 P amp F water meter (IS 779 mark) of approved make
15mm dia
Each
200
86300
172600
25 P amp F Pillar cocks (IS 8934 mark) of superior quality and approved make
CP Pillar cock 15 mm dia
Each
800
70800
566400
26
P amp F inlet connection (angle valves) superior quality of approved make CP inlet connection with 37mm long pipe amp nuts
Each
800
82800
662400
27
PampF bib cocks (IS 8931 mark) superior quality of approved make CP brass bib cock 15mm dia
Each
800
53600
428800
28
PampF Mixing range (15mm) CP one holeclose hole basin mixer with casted spout
Each
400
198600
794400
29
PampF stop cock (IS 8931 mark) superior quality of approved make CP brass concealed stop cock 15mm dia
Each
800
65700
525600
30 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 15mm
Each
400
27700
110800
31 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 25mm
Each
400
48100
192400
32
PampF rigid PVC Pipe (IS4985 mark) class II (4 Kg Cm
2) approved quality make including
joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia
PRM
3000
18800
564000
(b) 75 mm dia
PRM
4000
11900
476000
33
PampF rigid PVC pipe fittings (IS 4985 mark) of approved quality make including joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia bend
Each
800
11200
89600
(b) Plain tee 110mm dia
Each
800
13100
104800
(c) socket 110mm dia 8750
Each
800
7500
60000
(d) socket 75mm dia
Each
800
6100
48800
(e) Bend 75mm dia 8750
Each
1000
6800
68000
(f) Cowel 110mm dia
Each
1000
3900
39000
(g) Cowel 75mm dia
Each
1000
3000
30000
27
(h) 110mm dia door tee
Each
800
14500
116000
(j) 75mm dia with door tee
Each
800
12400
99200
34
PampF square mouth gully trap A grade (IS marked) of approved make complete with CI grating frame amp Cover masonry chamber in CM 16 100mm thick CC M-15 grade coping 12mm thick as per approved design amp type Trap size 150 X 100mm 72 kg CI cover with frame internal chamber size 300mm X 300mm
Each
400
99600
398400
35
Construction of Septic Tank in all types of soil with 40 cm thick masonry in CM 1 6 15 Cm thick CC bed of 1 5 10 M-15 grade CC flooring amp over stone slab covering 80mm thick slab jointing of slab in CM 1 3 Ralthal Kharanja 50 mm thick stone partition walls 20mm thick plaster in CM 1 6 finished with neat floating cement 4 Nos CI foot rests of approved design two No 450mm dia 25 Kg each CI cover with frame earth work etc complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr-
Size 400 X 140 X 150 cm (for 50 users)
Each
200
4506700
9013400
36
Construction of Soakage well in all types of soil 300 mm thick dry stone masonry top and bottom 300 mm course in CM 16 80mm thick stone slab jointing of slab in CM 1 3 Ralthal Kharanja 40 mm thick M-15 grade CC flooring earthwork including disposal of earth within a lead of 50 mtr
Size 300 Cm dia outside amp 300 cm depth
Each
200
1899700
3799400
37
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth upto 05 M
Each
600
432000
2592000
28
38
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth 05 to 10 M
Each
200
475000
950000
39
Providing Laying amp jointing glazed SW pipes grade `A` (IS651 marked) of approved make with spun yarn amp stiff mixture of cement mortar 11 excavation amp refilling of earth in all types of soil upto 12m depth SW fittings including testing of joints etc complete150mm dia
RM
15000
36900
5535000
40
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) all around SW pipe including 15 Cm thick bed concrete (Width W= Diameter of pipe in Cm+30 Cm)( Excluding cost of pipe)150mm dia
RM
15000
48500
7275000
41
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) upto haunches of SW pipes including 150 mm thick bed concrete (Width W= Dia of pipe in Cm+ 30Cm) concrete width to be reduced from width W at center of pipe to `0` at top of pipe (Excluding cost of pipe)
RM
25000
30600
7650000
Total
53818600
29
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Part -C Electrical Work based on
Electrical BSR 2013
1
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles18 SWG MS box with earth terminal 6 A switch 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
Medium point (up to 6 mtr)
P point 50
29300
1465000
Long point (up to 10 mtr)
P point 50
41500
2075000
2
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories 18 SWG 175 mm x 100 mm x 60 mm MS box with earth terminal 6 A switch 6 A socket 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
-
On board
P point 20
9100
182000
3
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles Moulded PVC Modular Box with 6 A Modular switchModular plate with grid plate screws making connections testing etc as required
-
Medium point (up to 6 mtr)
P point 50
33200
1660000
30
Long point (up to 10 mtr)
P point 50
45200
2260000
4
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories moulded PVC Modular box with earth terminal 6 A modular switch 6 A modular socket Modular plate with grid plate screws making connections testing etc as required
-
On board
P point 20
24400
488000
5
Supplying and drawing FR PVC insulated amp unsheathed flexible copper conductor ISI marked (IS694) of 11 kV grade and approved make in existing surface or recessed conduitcasing capping including making connections etc as required
-
1 x 15 sqmm
Mtr 100
1400
140000
2 x 15 sqmm
Mtr 200
2600
520000
2 x 25 sqmm
Mtr 100
4100
410000
4 x 25 sqmm
Mtr 100
8000
800000
6
PampF 240415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B C D tripping characteristic) ISI marked IS 8828(1996)] conforming to IEC 60898 in existing boardsheets including making connections testing etc as required
-
Single pole MCB
-
6 A to 32 A rating
Each 20
15100
302000
Double pole MCB
-
6 A to 32 A rating
Each 20
40100
802000
7
PampF 240415 V isolator conforming to IS13947-III IEC 60947-3 on existing board sheet including making connections testing etc as required
-
Double pole isolator
-
30 A 40 A rating
Each 20
29800
596000
63 A rating
Each 20
36700
734000
31
Four pole Isolator
-
63 A rating
Each 20
63100
1262000
8
PLaying PVC XLPE insulated amp PVC sheathed cable of 11 KV grade with aluminium conductor of IS1554 P-I IS 7098 P - I of Group 1 of approved make in ground as per IS1255 including excavation of 30cmx75cm size trench 25 cm thick under layer of sandIInd class bricks covering refilling earthcompaction of earth making necessary connection testing etc as required of size
-
100 Sqmm
-
3 core
Mtr 100
15100
1510000
4 core
Mtr 100
17000
1700000
160 Sqmm
-
3 core
Mtr 100
15900
1590000
4 core
Mtr 100
17800
1780000
350 Sqmm
-
35 core
Mtr 100
25200
2520000
9
Plate Earthing as per IS3043 with GI Earth plate of size 600mm x 600mm x 60mm by embodying 3 to 4 mtr below the ground level with 25 mm dia GI B class watering Pipe including all accessories like nut bolts reducer nipple wire meshed funnel and CC finished chamber covered with hinged type with locking arrangement CI Cover CI Frame of size300mm x 300mm complete with alternate layers of salt and cokecharcoal testing of earth resistance as required
Set 2
425000
850000
TOTAL
23646000
32
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Figure Words
Part -D NON BSR Items
1
Shortblasted paver blocks i shape wave shape rectangular shape square shape 60mm thick for colour paver inclusive of material costtax tranportation and unloading(rate-rs 1350m2) considering cement mortar(14)
SQM 80000 --------- -----------
----------
2
Providing and Fixing Cobbles on path way open court yards over 40mm thick base grinded Cement mortar 13 including keeping 10mm joint between cobbles filled with masaldar grinded Cement mortar11 complete in all respects The mortar should remain recessed by 5mm from the top surface of the cobble stone of approved shade Color It includes the cost of stone patties of size 150 x 225 mm at every 3 mtr internal in cobble pathway
(a) 150 mm thick
Sqm 150000 --------- -----------
----------
3
Providing and Fixing fine dressed kerb stone (Dand stone) along with path way gardeningtapperround with top edges in Cement mortar 13 including pointing with lime cream and stone dust with an admixture of pigment complete in all respect as per direction of Engineer incharge
(a) Size 100 x300mm fine dressed
Rmtr 40000 --------- -----------
----------
Total
-
5
RAJASTHAN TOURISM DEVELOPMENT CORPORATION LIMITED JAIPUR
(WORKS DIVISION)
TENDER DOCUMENT (Technical Bid)
E-Tender (NIT No) 082016-17
Name of work- Development of Craft Haat amp Administrative Block
Mirror
Signature of Contractor
6
UNDERTAKING
THE GENERAL MANAGER ndashWORKS RTDCLTD JAIPUR
Dear Sir
Having examined and understood terms amp conditions the plans specifications and Schedule of
Quantities for the work prepared by your Architects Engineers IWe hereby offer to execute the work at the
rates which IWe have quoted for respective items specified IWe herewith enclose myOur DD no------------
----------dated---------------Name of bank-----------------------------------------------------------for Rs
as earnest money for execution at myour tendered rates
In the event of this Tender being accepted IWe agree to enter into agreement as amp when required
to execute the work
Yours Faithfully
CONTRACTOR (Name amp Full address with seal)
7
MEMORANDUM IWe hereby tender for execution for the work within time specified and rates entered in the schedule G in all respects in accordance with the specifications designs drawings and instructions in writing referred to herein and in the annexed conditions with such materials as are provided for by and in all other respects in accordance with such conditions so far as applicable IWe have visited the site of work amp IWe amare fully aware of all the difficulties amp conditions likely to effect carrying out of the work IWe have fully acquainted myselfourselves about the conditions in regard to accessibility of site and quarrieskilns nature and the extent of ground working conditions including stacking of material installation of TampP conditions affecting accommodation and movement of labour etc required for the satisfactory execution of this contract (a) Name of work (b) Estimated Cost (in figures) Rs
(in words) Rs
(c) Earnest Money Rs (d) Security Deposit (Including Earnest Money) Rs NOTE (1) Security deposit to be 10 in the form of cash or deduction to be made from running bills (2) Time allowed for the work to be reckoned from the 10
th day after the date of written order to
commence the work Should this tender be accepted in whole or in part IWe hereby agree to abide-by and fulfill all terms and provisions of the conditions of contract annexed hereto and in the NIT or in default thereof to forfeit and pay to the General Manager (Works) Jaipur the sum of money mentioned in the said conditions A sum of Rs is enclosed herewith as earnest money This amount of earnest money shall absolutely be forfeited to Department without prejudice to any other right or remedies should IWe fail to commence the work specified in the above memorandum or should IWe not furnish performance guarantee in cash or in form or Bank guarantee at the time of execution of agreement specified in the above memorandum in accordance with the said conditions of contract
Signature of Contractor The above tender is hereby accepted by me
General Manager-Works
RTDCLTD JAIPUR
8
DIRECTIONS FOR GUIDANCE OF CONTRACTORS
1 All works proposed for execution by contract will be notified in a form of invitation to tender pasted on a board hung up in the
office and signed by General Manager-Works RTDC LTD Jaipur or duly authorized officer
The form of invitation to tender will state the work to be carried out as well as the date of submitting and opening of tenders
amp the time allowed for carrying out the work also the amount of earnest money to be deposited with the tender and the
amount of security deposit to be deposited by the successful tenderer and the percentage as per PWFampAR Govt of
Rajasthan to be deducted from the bills copies of the specifications designs and drawing and estimated ratesscheduled
rates and any other documents required in connection with the work for the purpose of identification by the Rajasthan
Tourism Development Corpn Jaipur Drawings shall also be open for inspection by the contractor at the office of the General
Manager9 Works) Rajasthan Tourism Development Corporation Ltd Jaipur or duly authorized Engineer during office hours
2 In the event of the tender being submitted by a firm it must be signed separately by each partner thereof or in the event of
the absence of any partner it must be signed on his behalf by a person holding power of attorney authorizing him to do so
3 Receipt for payment made on account of a work when executed by a firm must also be signed by the several partners
except where the contractor are described in their tender as a firm in which case the receipt must be signed in the name of
the firm by one of the partners or by some other person having to give effectual receipts for the firm
4 Any person who submits tender shall fill up the usual printed form stating at how much percent above or below the rates
specified or on item rates he is willing to undertake the work Tenders which propose any alteration in the work specified in
the said form of invitation to tender or in the time allowed for carrying out the work or which contain any other conditions of
any sort will be liable to rejection No single tender shall include more than one work but person who wish to tender for two
or more works shall submit a separate tender for each work Tender shall have the name and number of the work to which
they refer written outside the envelope
5 The General Manager-Works RTDC Ltd Jaipur or other duly authorized Engineer will open the tenders in the presence of
any intending contractors or their authorized representative who may be present at the time and will enter the amounts of the
several tenders in the Register of tenders in the event of the tender being accepted A receipt for the earnest money
forwarded therein shall there upon be given to the contractor who shall there-upon for the purpose of identification sign
copies of the specifications and other documents In the event of a tender being rejected the earnest money forwarded with
such unaccepted tender shall be returned to the contractor
6 The General Manager-Works RTDC Ltd Jaipur or other authorized Engineer shall have the right of rejecting all or any of
the tenders without assigning any reasons
7 The accompanying schedules of quantities in ldquoGrdquo Schedule are the architects estimated quantities for the work The
contractors shall attach histheir OWN prices for the each item in column for rates left blank and shall money out the same in
the final column amp totals HeThey shall fill up properly the form of tender and the schedule of quantities without adding any
stipulations thereto The tender shall show the total amount arrived at in the manner above described The tender Notice to
Contractors conditions of contract Specifications and the Schedule of quantities and rates etc shall all be embodied in and
shall form a part of the contract
8 The quantities contained in the Schedule are only approximately correct If more or less quantities are actually done on the
work the contractors shall be paid for the same at the rates tendered by himthem in the Schedule of Rates The work as
actually done will be measured by the contractors qualified engineer and bill furnished to the General Manager(Works)
RTDC Ltd Jaipur which in turn will get it checked by the Engineer in charge time to time and will be paid for as provided in
the Special Condition of Contract after deducting SD as per PWFampAR provisions
Signature of Contractor
9
GENERAL CONDITIONS OF CONTRACT 1 All the materials used shall be of approved quality and to the entire satisfaction of the General Manager-works RTDC Ltd
Jaipur
2 The General Manager-works RTDC Ltd Jaipur or the Engineer in charge reserves right for any additions and alternations or
omission in the tender and execution of works In case the Department supplies the material specified in the tender recovery for
the cost of supplied material from subsequent running Bill will be made
3 The Department shall pay to the contractor as detailed in special conditions of contract
4 The contractors isare to set out the work in accordance with the plans All lines to be accurately marked or otherwise to the
satisfaction of the Engineer in charge
5 The contractors shall meet the Engineer in charge or his representative at the works site whenever required
6 The contractors shall maintain and be represented on site at all times by a responsible and efficient EngineerArchitect who
thoroughly understands all the trades enrolled The Engineer in charge reserves the right to dismiss the Foremen and any
workmen who in his opinions are not sufficiently skilled or who neglect or refuse to obey instructions
7 The contractors shall be given one set of the plans free of charge
8 The General Manager-works RTDC Ltd Jaipur reserves the right of altering the drawings and nature of the work and adding
to or omitting any item of work or having portions of the same carried out departmentally or otherwise and such alterations or
variations shall be carried out without prejudice to the contract
9 The General Manager-works RTDC Ltd Jaipur reserves to the right to increase or decrease quantity of work or omit some part
of the work without violating the contract and for which he will not be held liable to compensation to the contractors
10 All plants machines and other equipments are to be arranged by contractor for the work
11 Any percentage rate tender containing item-wise rates and any item rate tender containing percentage rate below or above
estimatedscheduled rates will be summarily rejected
12 The Conditions of Contract shall govern sales tax or any other tax on materials or Income Tax in respect of the contract
Deduction of Income Tax at source will be made as per provisions of the Income Tax Act in force from time to time
13 If on check there are differences between the rate quoted by the Contractor in words and figures or in the amount worked out
by him the following procedure shall be followed -
(i) Where there is a difference between the rates in figures and words lower of the two rates shall be taken as valid and correct
rate
(ii) When the rate quoted by the contractor in figures and in words tallies but the amount is not worked out correctly the rate
quoted by the contractor shall be taken as correct and not the amount worked out
(iii) While quoting rates if raterates against any item or items are found to be omitted the rate given in the Schedule G by the
Department for such items will be taken into account while preparing comparative statement and contractor shall be bound to
execute such item on G Schedule rates
(iv) In case where percentage is given but the above or below not scored the tender will be non-responsive
14 The Contractor shall read the specifications and study the working drawings carefully before submitting the tender
15 After acceptance of the tender the Contractor or all partners (in the case of partnership firm) will append photographs and
signatures duly attested at the time of execution of agreement
16 Experience into similar nature of works for which tender invited and fulfill conditions of NIT
17 Contractors shall submit only unconditional tenders Conditional tenders are liable to be rejected similarly
Signature of Contractor
General Manager-Works
10
SPECIAL CONDITIONS OF CONTRACT
1 The Technical bid will be opened first on the day mentioned in the NIT Bidders will be evaluated as per norms set for
qualification in Technical bid and Financial bids of only those bidders will be opened which were qualify in the technical bid
2 Contractors bidding for the work should be reputed experienced contractors fulfilling the requirements laid down in the NIT
and well versed and working in the field Only those bidders will be considered qualified in the Technical bid who have
executed similar works to the tune of at least 13rd of the estimated value of the work (published in NIT) during last five
years (updated to current price level 100 per annum) and have the necessary technical expertise and support
machinery and administrative and financial capability to satisfactorily execute works in question for which they are bidding
3 The decision of the General Manager-works RTDC Ltd Jaipur or his representative on pre-qualification in the Technical bid
will be final amp binding
4 All raw materials will have to be brought to the site and all carving work will have to be executed only at site to qualify for
payment of running bills No payment of any material at or work done at place other than the site of work will be made
unless such material is brought to site and found acceptable to be used on the work
5 General conditions of contract special conditions of contract and specification of work as appended herewith in addition to
General condition of agreement will be applicable on this work In addition the PWD specifications will also be applicable
as relevant to the particular item of work
6 Work shall be carried out as per approved drawings and designs to be provided by the departmental architect engaged
7 Architectural work for the construction shall be of a high standard quality and pattern (class and style) to match the existing
work
8 All work shall be carried out as per approved samples of each element
9 The exposed surface of stonework will be suitably protected from damage disfigurement during the course of work and will
be cleaned and washed removing all spots etc for final acceptance on completion
10 All scaffolding shuttering TampP etc for the work shall have to be arranged by contractor at his own cost
11 The time for completion of work as given in the NIT shall be strictly adhered to and the work so planned as to be completed
within the scheduled period The contractor shall provide with a time schedule to the department for progressing with and
completing various stages of the work
12 Only best quality stone and other building materials shall be used in construction and all such material will be got approved
from the Engineer in-charge before use
13 Quantities of individual items can be increased invariably or even reduced withdrawn and specification and designs altered
at the discretion of Engineer in-charge and contractor will not be entitled to any compensation thereof for such alteration For
extra items if any rates will be decided based on market analysis to be provided by contractor
14 Contractor will give notice before any work is covered up Bad work will have to be redonereplaced at contractors cost
15 Full scale drawings form work for architectural stone work to be developed from drawings wherever necessary shall be got
prepared by contractor for prior approval before Signature of contractor
construction at his own cost and he will get these approved from the Engineer in-charge General Manager-Works RTDC
Ltd Jaipur who shall however be at liberty to modify such drawings form work and no extra payment shall be made for this
16 It will be the contractors responsibility to get the drawings formwork and sample of individual itemselements of work
approved from the departmental Architect Engineer before proceeding with manufacture of the same at site
17 The contractor shall provide adequate safety measures and proper insurance for his labour working at site and it shall be
done by contractor at his end Contractor shall settle all labour disputes at his own level The contractor shall observe all
labourfactory laws in force
18 Security deposit will be recovered from each running bill of contractor as per provisions of PWFampAR Earnest money will be
adjusted in the security deposit amount Security deposit shall be returned after one year satisfactory completion of the work
and on satisfactory performance of structure
19 No escalation will be payable even if the completion period exceeds that as stipulated
20 In case of unsatisfactory work by contractor or deliberate delaying the work without valid reasons the contract will be liable
to be terminated at the stage up to which acceptable work is done and paid for with no compensation of any sort payable to
contractor for withdrawal at that stage and possession of work executed at site will be taken over by Department In case of
any dispute the decision of the Department will be final and binding on the contractor
21 The bidder has to furnish with his technical bid (In prescribed Performarsquos Schedule 1-5)
Full information regarding financial resources and capability in Schedule-1 herewith(Photocopy to be made out of schedule)
a) Details of works of similar type and magnitude completed in last 5 years by the tenderer in Schedule II (Photocopy to be
made out of schedule)
b) Details of works bids and works to be completed in Schedule-III (Photocopy to be made out of schedule)
c) Details of technical supervisory personnel and master craftsman craftsman which he proposes to utilize for this work in
Schedule IV (Photocopy to be made out of schedule)
d) Details of plant and equipment proposed for use in the work in Schedule V (Photocopy to be made out of schedule)
11
e) The bidder should demonstrate that they have adequate financial resources (Over draft Credit Limit letter from bank)
Signature of Contractor
22 Bid capacity
(i) Bidders who meet the minimum qualifying criteria are to be evaluated further for Bid capacity as under -
(a) Maximum value of similar works executed in any one year during the last five years including current year (updated to the
current price level) extracted from schedule II which will take into account the completed and on going works
(b) Value of the existing commitments works (complete or partial) to be completed in the coming 12 months (up dated to the
current price level) Extracted from schedule III
(ii) Bid Capacity=(AxNx3-B) where
A=Maximum value of works executed in any one year during the last five years (updated to present price level) taking into
account the completed as well as works in progress
N=Number of years prescribed for completion of the works for which bids are invited herein (in years)
B=Value at present price level of existing commitments and on going works (at hand) to be executed during N period
The bidder will be post qualified only if his bid capacity is equal or more than the cost of work in question No contract may be
awarded to bidder lacking the financial and technical resources to undertake the work The decision of General Manager
(Works) Rajasthan Tourism Development Corporation Ltd Jaipur in this regard will be final and binding
NOTE -The present price level for turn over cost of completed works and amount of similar nature works (of a value at least 13rd of the estimated value of the work published in NIT during last five years) the previous years value shall be given weightage of 10 per year as following for the tendersbids invited by this department ndash
(a) For last year - 100 (b) For one year before - 110 (c) For two year before - 121 (d) For three year before - 133 (e) For four year before - 146
For current year the price level shall be 10
23 The right to qualify or not to qualify any or all the bidders without assigning any reason is reserved with the General Manager
(Works) Rajasthan Tourism Development Corporation Ltd Jaipur
24 Determination of Responsiveness
a) Prior to the detailed evaluation of bids the General Manager (Works) Rajasthan Tourism Development Corporation Ltd
JAIPUR will determine whether each bid is substantially responsive to the requirements of the bidding documents
b) For the purpose of this clause a substantially responsive bid is one which has required capacity capability and financial
resources and whose bid conforms to all the terms conditions and specifications of the bidding documents without
material deviation or reservation A material deviation or reservation is one which affects in any substantial way the
scope quality or performance of the works or which limits in any substantial way the General Manager (Works)
Rajasthan Tourism Development Corporation Ltd JAIPURrsquoS right or the Bidders obligations under the contract and the
rectification of which deviation or reservation would effect unfairly the competitive position of other bidders presenting
substantially responsive bids
c) if a bid is not substantially responsive to the requirements of the bidding documents it will be rejected and may not
subsequently be made responsive by the bidder having corrected or withdrawn the nonconforming deviation or
reservation
25 Construction programme ndash
1) Within the time stated in this contract the Contractor shall after the acceptance of his tender submit to the General Manager
(Works) Rajasthan Tourism Development Corporation Ltd JAIPUR for approval programme together with bar chart PERT
chart
2) proposed deployment of machinery etc showing the order of procedure in which he proposes to carryout the works The
contractor shall provide in writing general description the arrangements deployment of equipment work planning and
methods which he proposes to adopt for the execution of the works
3) If at any time it should appear to the Department that actual progress of the work does not conform to the approved
programme referred to in sub-clause (1) of this clause the Contractor shall produce at the request of the Department a
revised programme showing the modifications to the approved programme necessary to ensure completion of the works
within the time for completion
4) The submission to and approval by the Department of such programmers or the furnishing of such particulars shall not
relieve the contractor of any of his duties or responsibilities under the contract
5) The contractor shall submit within 30 days after the date of notice to proceed with the work a detailed construction
programme to suit the programme of completion for the entire contract period This programme shall be reviewed and
revised every half year at the beginning of the working season to plan timely action for making up the slippages occurred in
the previous season to suit the stipulated period of completion (including mile stones) as extended from time to time
26 Materials workmanship period and certificates of Maintenance and Defect Liability etc
All materials and workmanship shall be of the respective kinds described in the contract and in accordance with the
ArchitectsEngineer instructions and shall be subjected from time to time to such tests as the Engineer may direct at the
place of manufacture or fabrication or on the site or at such other place or places as may be specified in the Contract or at
all or any of such places The contractor shall install quality control laboratory and provide such assistance instruments
machines labour and materials as are normally required for examining measuring and test in any work and the quality
weight or quantity of any material used and shall supply samples of materials before incorporation in the works for testing as
may be selected and required by the Engineer-in-charge
12
Signature of Contractor
27 Period of maintenance and Defects liability
The Contractor shall be responsible to make good within such period as maybe stipulated by the Engineer in-charge any
defect which may develop or may be noticed during period of maintenance of 12 months from the certified date of
completion and which is attributable to the contractor All notice of such defect shall be given to the Contractor promptly In
case the contractor fails to make good the defects the Engineer in-charge may employ other persons to make good such
defects and all expenses consequent thereof and incidental thereto shall be recoverable from the Contractor In the event
the employer takes over portions of work as they are completed the liability of the contractor under this clause for these
portions shall extend to a period of 24 months from the actual dates on which portions of the works are taken over
28 The successful biddercontractor is required to undertake detailed photo recording documentation by still photography
videography of the entire work prior to commencement and the same has to be deposited with the Engineer in charge of
RAJASTHAN TOURISM DEVELOPMENT CORPORATION JAIPUR in two copies immediately Before dismantling any old
work to redo this still photography with specifically putting some identity mark number of the portion by any specified means
has to be done and this to be got checked and certified by Engineer In charge and recorded specifically in the measurement
book (MB) A written permission from the Engineer in charge before commencement of executing such work is essential for
execution as well as for payments
During the work in progress and after its completion also photo documentation is necessary and the photos before amp after
completion of portion of work are essentially to be enclosed with the bill for payment
Signature of Contractor
GENERAL MANAGER (WORKS)
13
SCHEDULE-I
FINANCIAL RESOURCES AND CAPABILITY
(PURSUANT TO CLAUSE 26) 1 Name of Applicant
2 Name of Partner Director
3 Capital
(a) Authorised
(b) ii
4 (a) WhetheCategory of Enlisted in Govt
(b) Details Details of the work completed and applicants performance record for last five years
(information to be furnished in Schedule II in India
(c) Details of works in hand applicants performance record for last five years (Information to be
furnished in Schedule-III)
5 Furnish Balance Sheet and profit and loss statement with auditorrsquos report for the last three years
6 The information on the following aspects should be specifically furnished
(i) Working capital and net worth
(ii) Turnover for the years
a
b
c
(iii) Gross income in years in India
(i)
(ii)
(iii)
(iv) Quick ratio or acid test ration (Quick assets to current liabilities)
7 What is the maximum annual turnover of the project that you can handle (Financial Projection)
8 Have you ever been denied tendering facilities by any Governmental DepartmentPublic Sector
undertaking
(If yes Please give details)
9 List of your source of finance
10 Certificate of financial soundness by Bank
11 Name and address of Bank from whom reference can be obtained
12 Have you ever been declared bankrupt
(if yes please give details)
Signature of Contractor
14
SCHEDULE-II WORKS OF SIMILAR MAGNITUDE TO THE WORK UNDER CONSIDERATION COMPLETED BY THE
APPLICANT IN LAST FIVE YEARS IN INDIA
(Pursuant to Clause 26)
SNo Na
me
of
wor
k
Place
amp
State
Tender
awardi
ng
Agency
Tender
ed Cost
Stipulate
d time of
Completi
on
Time in
which
complete
d
Date
of
comp
letion
Reason
for
Delay
Principal
features
of work
done
Value of
work done
1 2 3 4 5 6 7 8 9 10 11
Year
Year
Year
Signature of Contractor
15
SCHEDULE-III WORKS TENDERED FOR amp WORKS TO BE COMPLETED AS ON THE DATE OF SUBMISSION OF
APPLICATION IN INDIA
(pursuant Clause 26)
SNo Name
of
work
Place
amp
State
Work on Hand Work tendered for
Tender
Cost amp
Date
or
award
Stipulated
period of
Completion
Cost of
work
remaining
to be
executed
Antici
pated
Date
of
compl
eted
Estimate
d cost
(Rs In
Lakh)
Date
when
decisio
n
expecte
d
Stipulate
d Date
period of
Completi
on
Remar
ks
1 2 3 4 5 6 7 8 9 10 11
Year
Year
Year
Signature of Contractor
16
SCHEDULE- IV
Details of Key Personnel intended to be employed for this work
(use separate sheet if necessary)
(Pursuant to clause 26)
S No Name of Person Qualification Designation Experience Work to be
put on
A Technical Personnel
(1)
(2)
(3)
(4)
B Administrative Personnel
(1)
(2)
(3)
(4)
C Master Craftsmen
(1)
(2)
(3)
(4)
D Craftsmen
(1)
(2)
(3)
(4)
E Any other (1)
(2)
(3)
(4)
Signature of Contractor
17
SCHEDULE- V
DETAILS OF MAJOR ITEMS OF CONSTRUCTION PLANT AVAILABLE FOR THIS WORK
S No
Particulars Make Year of manufacture
Nos Whether owned or confirmed lease
1 Lime mortar Mill
2 Scaffolding Material
3 Movable Gantry
Crane etc
4 Any other TampP for
the purpose
5
6
7
8
Signature of Contractor
18
RAJASTHAN TOURISM DEVELOPMENT CORPORATION LIMITED JAIPUR
(WORKS DIVISION)
TENDER DOCUMENT (Financial Bid)
E-Tender (NIT No) 082016-17
Name of work- Development of Craft Haat amp Administrative Block
Restoration Conservation work Stained GssMirror
Signature of Contractor
19
Rajasthan Tourism Development Corporation Ltd Jaipur
Name of Work - Development of Craft Haat amp Administrative Block
Schedule G
SNo Particulars Amount in Rs 1 Part -A Civil Work Based on PWD BSR 2014 1453150650
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part A Civil work ---------------------
2 Part -B Sanitary Work Based on PWD BSR 2014 53818600
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part B Civil work ---------------------
3 Part -C Electrical Work based on Electrical BSR 2013 23646000
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part C Civil work ---------------------
4 Part -D NON BSR Items -
Total
Signature of the Contractor General Manager Works
with full address RTDC Ltd Jaipur
Rajasthan
20
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE AMOUNT
Part -A Based on PWD BSR 2014
1
Earth work in rough excavation banking excavated earth in layers not exceeding 20cm in depth breaking clods watering rolling each layer with 12 tonne roller or stone or steel rammers and rolling every 3rd and top- most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads flood banks marginal banks and guide banks or filling up ground depressions lead up to 50 Mtr and lift up to 15 Mtr All kinds of soil
CUM
25000
23600
5900000
2
Earth work in excavation by mechanical means (hydraulic excavator) by manual means in foundation trenches or drains (not exceeding 15m in width or 10 sum on plan) including dressing of sides and ramming of bottom lift upto 15m including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed with in a lead of 50m of all kinds of soil
CUM
11000
15500
1705000
3
Filling available excavated earth (excluding rock) in trenches plinth side of foundation etc in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift
CUM
20000
5600
1120000
4
Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand
CUM
15000
88700
13305000
5
Providing and laying in position cement concrete including curing compaction etc complete in specified grade excluding the cost
of centering and shuttering - All work up to
plinth level
-
M10 grade Nominal Mix 1 3 6 (1 cement 3 coarse sand 6 graded stone aggregate 20mm nominal size)
CUM
15000
333125
49968750
21
6
Providing and laying damp-proof course with cement concrete grade M-150 (1 2 4) mortar prepared with 1 solution of water-proof compound complete as per specification 75mm thick
SQM
25000
47250
11812500
7
providing and laying in position specified grade of cememt concrete for all RCC structural elements upto plinth level including curing compaction finishing with rendering in cement sand mortar 13 (1cement3 coarse sand) and making good the joints and cost of the plasticizers(if required) excluding the cost of centeringshuttering and reinforcement M20 grade Nominal mixdesign Mix
CUM
27500
411200
113080000
8
Centering and Shuttering with plywood or steel sheets including strutting propping bracing both ways and removal of formwork for foundation footings strap beam raft bases of columns etc
SQM
250000
13700
34250000
9
Providing and fabricating reinforcement for RCC work including straightening cutting bending placing in position and binding (including cost of binding wire) all complete up to floor five level (Cold twisted deformed bars (IS 1786))
Kg
3000000
7400
222000000
10
Brick work with FPS bricks of class designation 75 in foundation and plinth with bricks -cement mortar 14 (1cement 4 coarse sand) CUM
65000
383100
249015000
11
Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in
-
Cement Mortar 13 ( 1-Cement 3-Sand)
CUM
11000
305500
33605000
Cement Mortar 14 ( 1-Cement 4-Sand)
CUM
58000
275600
159848000
12
Providing and fixing wood panelling or panelling and glazing in panelled or panelled and glazed shutters for doors windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured) Panelling for panelled and glazed shutter 25 mm to 40 mm thick
-
Nigeria wood Grade I
SQM
1500
194300
2914500
13
Extra for providing IS 1341-1992 marked Stainless Steel butt hinges instead of black enamelled MS butt hinges with necessary screws (Shutter area to be measured)
SQM
1500
11000
165000
22
14
Providing and fixing 18 mm thick 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I IS 3087 marked including top cover of 6 mm commercial ply wood conforming to IS 303 BWR grade nickel plate MS 20 mm dia curtain rod with nickel plated bracked including fixing with 25x3 mm MS flat 10 cm long all complete
Mtr
3500
29600
1036000
15
Supplying and fixing rolling shutters of approved make made of 80 x 125mm MS laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets side guides and arrangements for inside and outside locking with push and pull operation complete including cost of spring hooks providing and fixing necessary 253cm long wire springs grade No 2 and MS top cover 125mm thick for rolling shutters as per design amp IS 6248- 1979 (Clear openable area to be measured for payment)
SQM
60000
179600
107760000
16
Precast terrazo tiles of approved make 20mm thick with marble chips of size upto 6mm laid in floors and landing jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20mm thick bed of cement sand mortar 1 4 Light shade using white cement
SQM
95000
47000
44650000
17
Plaster on new surface on walls in cement sand mortar 14 including racking of joints etc complete fine finish -12mm thk
SQM
850000
11800
100300000
18
Providing and applying two coats of fire retardant paint unthinned on cleaned woodply surface 35 sum per litre per coat including preparation of base surface as per recommendations of manufacturer to make the surface fire retardant
SQM
850000
31100
264350000
23
19
Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying a) after surface preparation first layer of slurry of cement 0488 kgsqm mixed with water proffing cement compound 0253 kgsqm b) laying second layer of Fiber glass cloth when the first layer is still green Overlaps of joints of fiber cloth should not be less than 10 cm c) Third layer of 15 mm thickness consisting of slurry of cement 1289 kgsqm mixed with water proffing cement compound 0670 kgsqm and coarse sand 1289 kgsqm This will be allowed to air cure for 4 hours followed by water curing for 48 hours The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around d) fourth and final layer of brick tiling lsquowith cement mortar or any other approved protective coarse (which will be paid for separately) For the purpose of measurement the entire treated surface will be measured )
SQM
95000
33800
32110000
20
Laying of lawns including ploughing levelling breaking of clods manuring amp removal of stones etc(Cost of manure or extra good earth to be paid seperately) Maintenance of lawns for 30 daysor more till the grass forms a thick lawns free from weeds amp fit for moving in the duration of planting if lawn die some where the contractor will replant it at his own cost
100 SQM
774
550000
4255900
Total
1453150650
24
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT
Part -B Sanitary Work Based on PWD BSR
2014
1
P amp F Indian type white glazed vitreous china 1st quality WC orissa pan (IS 2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor
-
Size 530x410mm
Each
400
194500
778000
2
P amp F lst quality WVC Urinal (IS2556 mark) with 25mm dia GI waste pipe dome waste couplings concealed iron brackets or screws etc complete
-
Flat Back (small) size 456x355x265mm
Each
400
133200
532800
3
P amp F WVC wash basin (1st
quality IS 2556 Mark) of approved make with CI brackets duly painted 1 No 15 mm CP Pillar cock (IS 8934 Mark) amp 32 mm CP brass waste coupling of approved make 25 mm GI waste pipe complete including cutting amp making good the wall
-
Size 550 mm x 400 mm
Each
400
196800
787200
4 P amp F water closet Seat Covers with brass hinges complete
Solid PVC (ISI Marked) grade-I White for EWC
Each
400
35300
141200
5 P amp F CP lugs for toilet seat cover
Pair
400
7200
28800
6
P amp F Low level flushing cistern of 10 litres capacity (IS 2556 mark) of approved make with complete fittings CI brackets duly painted brass ball cock with ball (IS 1703 mark) complete including cutting and making good the wall
WVC with CP brass bend
Each
800
191000
1528000
7
P amp F Automatic Flushing Cistern of First quality ( IS 774 Mark) of approved make fitting syphon with copper tube CI brackets complete including cutting and making good the wall WVC (as per IS 2556) 10 litres
Each
400
98800
395200
8 P amp F Bottle Trap of approved make
CP Brass 32mm
Each
800
42500
340000
9 P amp F Waste Coupling with fittings of approved quality make
CP Brass 32mm Dia
Each
400
10800
43200
25
10
PampF Marble Urinal Partition slab both sides polished of approved design cut from marble size 900x600mm
Makrana II quality marble having light spots
Each
400
83900
335600
11
P amp F Looking Mirrors with PVC frame of approved make as per direction of Engineer-in-charge
Size 500x400mm
Sqm
400
26600
106400
12 P amp F Waste Pipe with all fittings
PVC with CP nut 32mm
Each
400
13200
52800
13 P amp F Toilet Shelf of approved qualitymake
Acrylic shelf on CP brass casted brackets amp guard rail of Commander equivalent make size 550 X 125 mm
Each
800
75500
604000
14 P amp F Towel Rail or Ring of approved qualitymake
CP brass Towel rail elbow type with concealed scrwes size 450mm (Heavy duty)
Each
400
34000
136000
15 P amp F Grating of approved qualitymake
Stainless steel sheet size 125mm dia Heavy Quality of approved make
Each
800
7000
56000
16 P amp F Liquid Soap Container with brackets complete of approved make
CP brass
Each
400
16000
64000
17 P amp F Toilet Paper Holder with rod of approved qualitymake
CP brass
Each
400
15000
60000
18 P amp F Soap dish or Tray of approved qualitymake
CP brass heavy amp Superior quality
Each
400
10500
42000
19 P amp F jet spray for water closet with CP Copper Tube flange of approved make
Each
400
26600
106400
20
P amp F GI pipes (internal work) with GI fittings (IS 1239 Mark) amp MS clamps including cutting and making good the walls and floors
Concealed pipe in wall including with anticorrosive bitumen paint
15 mm dia nominal bore B Class
Rmt
8000
17600
1408000
21
P amp F GI pipes (External work) with GI fittings (IS 1239 mark) including trenching amp refilling earth etc
15mm dia nominal bore B Class
Rmt
6000
13700
822000
25mm (-do-) B Class
Rmt
6000
21700
1302000
32mm (-do-) B Class
Rmt
6000
27000
1620000
22 Making connection of GI distribution branch with GI main including all fittings
26
Upto 25mm dia
Each
200
23000
46000
Beyond 25 mm amp upto 100 mm dia
Each
200
33800
67600
23
Fixing water meter (IS 779 mark) and stop cock in GI pipe line including making chamber of approved size excluding cost of water meter amp stop cock
Each
200
26700
53400
24 P amp F water meter (IS 779 mark) of approved make
15mm dia
Each
200
86300
172600
25 P amp F Pillar cocks (IS 8934 mark) of superior quality and approved make
CP Pillar cock 15 mm dia
Each
800
70800
566400
26
P amp F inlet connection (angle valves) superior quality of approved make CP inlet connection with 37mm long pipe amp nuts
Each
800
82800
662400
27
PampF bib cocks (IS 8931 mark) superior quality of approved make CP brass bib cock 15mm dia
Each
800
53600
428800
28
PampF Mixing range (15mm) CP one holeclose hole basin mixer with casted spout
Each
400
198600
794400
29
PampF stop cock (IS 8931 mark) superior quality of approved make CP brass concealed stop cock 15mm dia
Each
800
65700
525600
30 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 15mm
Each
400
27700
110800
31 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 25mm
Each
400
48100
192400
32
PampF rigid PVC Pipe (IS4985 mark) class II (4 Kg Cm
2) approved quality make including
joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia
PRM
3000
18800
564000
(b) 75 mm dia
PRM
4000
11900
476000
33
PampF rigid PVC pipe fittings (IS 4985 mark) of approved quality make including joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia bend
Each
800
11200
89600
(b) Plain tee 110mm dia
Each
800
13100
104800
(c) socket 110mm dia 8750
Each
800
7500
60000
(d) socket 75mm dia
Each
800
6100
48800
(e) Bend 75mm dia 8750
Each
1000
6800
68000
(f) Cowel 110mm dia
Each
1000
3900
39000
(g) Cowel 75mm dia
Each
1000
3000
30000
27
(h) 110mm dia door tee
Each
800
14500
116000
(j) 75mm dia with door tee
Each
800
12400
99200
34
PampF square mouth gully trap A grade (IS marked) of approved make complete with CI grating frame amp Cover masonry chamber in CM 16 100mm thick CC M-15 grade coping 12mm thick as per approved design amp type Trap size 150 X 100mm 72 kg CI cover with frame internal chamber size 300mm X 300mm
Each
400
99600
398400
35
Construction of Septic Tank in all types of soil with 40 cm thick masonry in CM 1 6 15 Cm thick CC bed of 1 5 10 M-15 grade CC flooring amp over stone slab covering 80mm thick slab jointing of slab in CM 1 3 Ralthal Kharanja 50 mm thick stone partition walls 20mm thick plaster in CM 1 6 finished with neat floating cement 4 Nos CI foot rests of approved design two No 450mm dia 25 Kg each CI cover with frame earth work etc complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr-
Size 400 X 140 X 150 cm (for 50 users)
Each
200
4506700
9013400
36
Construction of Soakage well in all types of soil 300 mm thick dry stone masonry top and bottom 300 mm course in CM 16 80mm thick stone slab jointing of slab in CM 1 3 Ralthal Kharanja 40 mm thick M-15 grade CC flooring earthwork including disposal of earth within a lead of 50 mtr
Size 300 Cm dia outside amp 300 cm depth
Each
200
1899700
3799400
37
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth upto 05 M
Each
600
432000
2592000
28
38
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth 05 to 10 M
Each
200
475000
950000
39
Providing Laying amp jointing glazed SW pipes grade `A` (IS651 marked) of approved make with spun yarn amp stiff mixture of cement mortar 11 excavation amp refilling of earth in all types of soil upto 12m depth SW fittings including testing of joints etc complete150mm dia
RM
15000
36900
5535000
40
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) all around SW pipe including 15 Cm thick bed concrete (Width W= Diameter of pipe in Cm+30 Cm)( Excluding cost of pipe)150mm dia
RM
15000
48500
7275000
41
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) upto haunches of SW pipes including 150 mm thick bed concrete (Width W= Dia of pipe in Cm+ 30Cm) concrete width to be reduced from width W at center of pipe to `0` at top of pipe (Excluding cost of pipe)
RM
25000
30600
7650000
Total
53818600
29
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Part -C Electrical Work based on
Electrical BSR 2013
1
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles18 SWG MS box with earth terminal 6 A switch 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
Medium point (up to 6 mtr)
P point 50
29300
1465000
Long point (up to 10 mtr)
P point 50
41500
2075000
2
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories 18 SWG 175 mm x 100 mm x 60 mm MS box with earth terminal 6 A switch 6 A socket 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
-
On board
P point 20
9100
182000
3
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles Moulded PVC Modular Box with 6 A Modular switchModular plate with grid plate screws making connections testing etc as required
-
Medium point (up to 6 mtr)
P point 50
33200
1660000
30
Long point (up to 10 mtr)
P point 50
45200
2260000
4
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories moulded PVC Modular box with earth terminal 6 A modular switch 6 A modular socket Modular plate with grid plate screws making connections testing etc as required
-
On board
P point 20
24400
488000
5
Supplying and drawing FR PVC insulated amp unsheathed flexible copper conductor ISI marked (IS694) of 11 kV grade and approved make in existing surface or recessed conduitcasing capping including making connections etc as required
-
1 x 15 sqmm
Mtr 100
1400
140000
2 x 15 sqmm
Mtr 200
2600
520000
2 x 25 sqmm
Mtr 100
4100
410000
4 x 25 sqmm
Mtr 100
8000
800000
6
PampF 240415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B C D tripping characteristic) ISI marked IS 8828(1996)] conforming to IEC 60898 in existing boardsheets including making connections testing etc as required
-
Single pole MCB
-
6 A to 32 A rating
Each 20
15100
302000
Double pole MCB
-
6 A to 32 A rating
Each 20
40100
802000
7
PampF 240415 V isolator conforming to IS13947-III IEC 60947-3 on existing board sheet including making connections testing etc as required
-
Double pole isolator
-
30 A 40 A rating
Each 20
29800
596000
63 A rating
Each 20
36700
734000
31
Four pole Isolator
-
63 A rating
Each 20
63100
1262000
8
PLaying PVC XLPE insulated amp PVC sheathed cable of 11 KV grade with aluminium conductor of IS1554 P-I IS 7098 P - I of Group 1 of approved make in ground as per IS1255 including excavation of 30cmx75cm size trench 25 cm thick under layer of sandIInd class bricks covering refilling earthcompaction of earth making necessary connection testing etc as required of size
-
100 Sqmm
-
3 core
Mtr 100
15100
1510000
4 core
Mtr 100
17000
1700000
160 Sqmm
-
3 core
Mtr 100
15900
1590000
4 core
Mtr 100
17800
1780000
350 Sqmm
-
35 core
Mtr 100
25200
2520000
9
Plate Earthing as per IS3043 with GI Earth plate of size 600mm x 600mm x 60mm by embodying 3 to 4 mtr below the ground level with 25 mm dia GI B class watering Pipe including all accessories like nut bolts reducer nipple wire meshed funnel and CC finished chamber covered with hinged type with locking arrangement CI Cover CI Frame of size300mm x 300mm complete with alternate layers of salt and cokecharcoal testing of earth resistance as required
Set 2
425000
850000
TOTAL
23646000
32
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Figure Words
Part -D NON BSR Items
1
Shortblasted paver blocks i shape wave shape rectangular shape square shape 60mm thick for colour paver inclusive of material costtax tranportation and unloading(rate-rs 1350m2) considering cement mortar(14)
SQM 80000 --------- -----------
----------
2
Providing and Fixing Cobbles on path way open court yards over 40mm thick base grinded Cement mortar 13 including keeping 10mm joint between cobbles filled with masaldar grinded Cement mortar11 complete in all respects The mortar should remain recessed by 5mm from the top surface of the cobble stone of approved shade Color It includes the cost of stone patties of size 150 x 225 mm at every 3 mtr internal in cobble pathway
(a) 150 mm thick
Sqm 150000 --------- -----------
----------
3
Providing and Fixing fine dressed kerb stone (Dand stone) along with path way gardeningtapperround with top edges in Cement mortar 13 including pointing with lime cream and stone dust with an admixture of pigment complete in all respect as per direction of Engineer incharge
(a) Size 100 x300mm fine dressed
Rmtr 40000 --------- -----------
----------
Total
-
6
UNDERTAKING
THE GENERAL MANAGER ndashWORKS RTDCLTD JAIPUR
Dear Sir
Having examined and understood terms amp conditions the plans specifications and Schedule of
Quantities for the work prepared by your Architects Engineers IWe hereby offer to execute the work at the
rates which IWe have quoted for respective items specified IWe herewith enclose myOur DD no------------
----------dated---------------Name of bank-----------------------------------------------------------for Rs
as earnest money for execution at myour tendered rates
In the event of this Tender being accepted IWe agree to enter into agreement as amp when required
to execute the work
Yours Faithfully
CONTRACTOR (Name amp Full address with seal)
7
MEMORANDUM IWe hereby tender for execution for the work within time specified and rates entered in the schedule G in all respects in accordance with the specifications designs drawings and instructions in writing referred to herein and in the annexed conditions with such materials as are provided for by and in all other respects in accordance with such conditions so far as applicable IWe have visited the site of work amp IWe amare fully aware of all the difficulties amp conditions likely to effect carrying out of the work IWe have fully acquainted myselfourselves about the conditions in regard to accessibility of site and quarrieskilns nature and the extent of ground working conditions including stacking of material installation of TampP conditions affecting accommodation and movement of labour etc required for the satisfactory execution of this contract (a) Name of work (b) Estimated Cost (in figures) Rs
(in words) Rs
(c) Earnest Money Rs (d) Security Deposit (Including Earnest Money) Rs NOTE (1) Security deposit to be 10 in the form of cash or deduction to be made from running bills (2) Time allowed for the work to be reckoned from the 10
th day after the date of written order to
commence the work Should this tender be accepted in whole or in part IWe hereby agree to abide-by and fulfill all terms and provisions of the conditions of contract annexed hereto and in the NIT or in default thereof to forfeit and pay to the General Manager (Works) Jaipur the sum of money mentioned in the said conditions A sum of Rs is enclosed herewith as earnest money This amount of earnest money shall absolutely be forfeited to Department without prejudice to any other right or remedies should IWe fail to commence the work specified in the above memorandum or should IWe not furnish performance guarantee in cash or in form or Bank guarantee at the time of execution of agreement specified in the above memorandum in accordance with the said conditions of contract
Signature of Contractor The above tender is hereby accepted by me
General Manager-Works
RTDCLTD JAIPUR
8
DIRECTIONS FOR GUIDANCE OF CONTRACTORS
1 All works proposed for execution by contract will be notified in a form of invitation to tender pasted on a board hung up in the
office and signed by General Manager-Works RTDC LTD Jaipur or duly authorized officer
The form of invitation to tender will state the work to be carried out as well as the date of submitting and opening of tenders
amp the time allowed for carrying out the work also the amount of earnest money to be deposited with the tender and the
amount of security deposit to be deposited by the successful tenderer and the percentage as per PWFampAR Govt of
Rajasthan to be deducted from the bills copies of the specifications designs and drawing and estimated ratesscheduled
rates and any other documents required in connection with the work for the purpose of identification by the Rajasthan
Tourism Development Corpn Jaipur Drawings shall also be open for inspection by the contractor at the office of the General
Manager9 Works) Rajasthan Tourism Development Corporation Ltd Jaipur or duly authorized Engineer during office hours
2 In the event of the tender being submitted by a firm it must be signed separately by each partner thereof or in the event of
the absence of any partner it must be signed on his behalf by a person holding power of attorney authorizing him to do so
3 Receipt for payment made on account of a work when executed by a firm must also be signed by the several partners
except where the contractor are described in their tender as a firm in which case the receipt must be signed in the name of
the firm by one of the partners or by some other person having to give effectual receipts for the firm
4 Any person who submits tender shall fill up the usual printed form stating at how much percent above or below the rates
specified or on item rates he is willing to undertake the work Tenders which propose any alteration in the work specified in
the said form of invitation to tender or in the time allowed for carrying out the work or which contain any other conditions of
any sort will be liable to rejection No single tender shall include more than one work but person who wish to tender for two
or more works shall submit a separate tender for each work Tender shall have the name and number of the work to which
they refer written outside the envelope
5 The General Manager-Works RTDC Ltd Jaipur or other duly authorized Engineer will open the tenders in the presence of
any intending contractors or their authorized representative who may be present at the time and will enter the amounts of the
several tenders in the Register of tenders in the event of the tender being accepted A receipt for the earnest money
forwarded therein shall there upon be given to the contractor who shall there-upon for the purpose of identification sign
copies of the specifications and other documents In the event of a tender being rejected the earnest money forwarded with
such unaccepted tender shall be returned to the contractor
6 The General Manager-Works RTDC Ltd Jaipur or other authorized Engineer shall have the right of rejecting all or any of
the tenders without assigning any reasons
7 The accompanying schedules of quantities in ldquoGrdquo Schedule are the architects estimated quantities for the work The
contractors shall attach histheir OWN prices for the each item in column for rates left blank and shall money out the same in
the final column amp totals HeThey shall fill up properly the form of tender and the schedule of quantities without adding any
stipulations thereto The tender shall show the total amount arrived at in the manner above described The tender Notice to
Contractors conditions of contract Specifications and the Schedule of quantities and rates etc shall all be embodied in and
shall form a part of the contract
8 The quantities contained in the Schedule are only approximately correct If more or less quantities are actually done on the
work the contractors shall be paid for the same at the rates tendered by himthem in the Schedule of Rates The work as
actually done will be measured by the contractors qualified engineer and bill furnished to the General Manager(Works)
RTDC Ltd Jaipur which in turn will get it checked by the Engineer in charge time to time and will be paid for as provided in
the Special Condition of Contract after deducting SD as per PWFampAR provisions
Signature of Contractor
9
GENERAL CONDITIONS OF CONTRACT 1 All the materials used shall be of approved quality and to the entire satisfaction of the General Manager-works RTDC Ltd
Jaipur
2 The General Manager-works RTDC Ltd Jaipur or the Engineer in charge reserves right for any additions and alternations or
omission in the tender and execution of works In case the Department supplies the material specified in the tender recovery for
the cost of supplied material from subsequent running Bill will be made
3 The Department shall pay to the contractor as detailed in special conditions of contract
4 The contractors isare to set out the work in accordance with the plans All lines to be accurately marked or otherwise to the
satisfaction of the Engineer in charge
5 The contractors shall meet the Engineer in charge or his representative at the works site whenever required
6 The contractors shall maintain and be represented on site at all times by a responsible and efficient EngineerArchitect who
thoroughly understands all the trades enrolled The Engineer in charge reserves the right to dismiss the Foremen and any
workmen who in his opinions are not sufficiently skilled or who neglect or refuse to obey instructions
7 The contractors shall be given one set of the plans free of charge
8 The General Manager-works RTDC Ltd Jaipur reserves the right of altering the drawings and nature of the work and adding
to or omitting any item of work or having portions of the same carried out departmentally or otherwise and such alterations or
variations shall be carried out without prejudice to the contract
9 The General Manager-works RTDC Ltd Jaipur reserves to the right to increase or decrease quantity of work or omit some part
of the work without violating the contract and for which he will not be held liable to compensation to the contractors
10 All plants machines and other equipments are to be arranged by contractor for the work
11 Any percentage rate tender containing item-wise rates and any item rate tender containing percentage rate below or above
estimatedscheduled rates will be summarily rejected
12 The Conditions of Contract shall govern sales tax or any other tax on materials or Income Tax in respect of the contract
Deduction of Income Tax at source will be made as per provisions of the Income Tax Act in force from time to time
13 If on check there are differences between the rate quoted by the Contractor in words and figures or in the amount worked out
by him the following procedure shall be followed -
(i) Where there is a difference between the rates in figures and words lower of the two rates shall be taken as valid and correct
rate
(ii) When the rate quoted by the contractor in figures and in words tallies but the amount is not worked out correctly the rate
quoted by the contractor shall be taken as correct and not the amount worked out
(iii) While quoting rates if raterates against any item or items are found to be omitted the rate given in the Schedule G by the
Department for such items will be taken into account while preparing comparative statement and contractor shall be bound to
execute such item on G Schedule rates
(iv) In case where percentage is given but the above or below not scored the tender will be non-responsive
14 The Contractor shall read the specifications and study the working drawings carefully before submitting the tender
15 After acceptance of the tender the Contractor or all partners (in the case of partnership firm) will append photographs and
signatures duly attested at the time of execution of agreement
16 Experience into similar nature of works for which tender invited and fulfill conditions of NIT
17 Contractors shall submit only unconditional tenders Conditional tenders are liable to be rejected similarly
Signature of Contractor
General Manager-Works
10
SPECIAL CONDITIONS OF CONTRACT
1 The Technical bid will be opened first on the day mentioned in the NIT Bidders will be evaluated as per norms set for
qualification in Technical bid and Financial bids of only those bidders will be opened which were qualify in the technical bid
2 Contractors bidding for the work should be reputed experienced contractors fulfilling the requirements laid down in the NIT
and well versed and working in the field Only those bidders will be considered qualified in the Technical bid who have
executed similar works to the tune of at least 13rd of the estimated value of the work (published in NIT) during last five
years (updated to current price level 100 per annum) and have the necessary technical expertise and support
machinery and administrative and financial capability to satisfactorily execute works in question for which they are bidding
3 The decision of the General Manager-works RTDC Ltd Jaipur or his representative on pre-qualification in the Technical bid
will be final amp binding
4 All raw materials will have to be brought to the site and all carving work will have to be executed only at site to qualify for
payment of running bills No payment of any material at or work done at place other than the site of work will be made
unless such material is brought to site and found acceptable to be used on the work
5 General conditions of contract special conditions of contract and specification of work as appended herewith in addition to
General condition of agreement will be applicable on this work In addition the PWD specifications will also be applicable
as relevant to the particular item of work
6 Work shall be carried out as per approved drawings and designs to be provided by the departmental architect engaged
7 Architectural work for the construction shall be of a high standard quality and pattern (class and style) to match the existing
work
8 All work shall be carried out as per approved samples of each element
9 The exposed surface of stonework will be suitably protected from damage disfigurement during the course of work and will
be cleaned and washed removing all spots etc for final acceptance on completion
10 All scaffolding shuttering TampP etc for the work shall have to be arranged by contractor at his own cost
11 The time for completion of work as given in the NIT shall be strictly adhered to and the work so planned as to be completed
within the scheduled period The contractor shall provide with a time schedule to the department for progressing with and
completing various stages of the work
12 Only best quality stone and other building materials shall be used in construction and all such material will be got approved
from the Engineer in-charge before use
13 Quantities of individual items can be increased invariably or even reduced withdrawn and specification and designs altered
at the discretion of Engineer in-charge and contractor will not be entitled to any compensation thereof for such alteration For
extra items if any rates will be decided based on market analysis to be provided by contractor
14 Contractor will give notice before any work is covered up Bad work will have to be redonereplaced at contractors cost
15 Full scale drawings form work for architectural stone work to be developed from drawings wherever necessary shall be got
prepared by contractor for prior approval before Signature of contractor
construction at his own cost and he will get these approved from the Engineer in-charge General Manager-Works RTDC
Ltd Jaipur who shall however be at liberty to modify such drawings form work and no extra payment shall be made for this
16 It will be the contractors responsibility to get the drawings formwork and sample of individual itemselements of work
approved from the departmental Architect Engineer before proceeding with manufacture of the same at site
17 The contractor shall provide adequate safety measures and proper insurance for his labour working at site and it shall be
done by contractor at his end Contractor shall settle all labour disputes at his own level The contractor shall observe all
labourfactory laws in force
18 Security deposit will be recovered from each running bill of contractor as per provisions of PWFampAR Earnest money will be
adjusted in the security deposit amount Security deposit shall be returned after one year satisfactory completion of the work
and on satisfactory performance of structure
19 No escalation will be payable even if the completion period exceeds that as stipulated
20 In case of unsatisfactory work by contractor or deliberate delaying the work without valid reasons the contract will be liable
to be terminated at the stage up to which acceptable work is done and paid for with no compensation of any sort payable to
contractor for withdrawal at that stage and possession of work executed at site will be taken over by Department In case of
any dispute the decision of the Department will be final and binding on the contractor
21 The bidder has to furnish with his technical bid (In prescribed Performarsquos Schedule 1-5)
Full information regarding financial resources and capability in Schedule-1 herewith(Photocopy to be made out of schedule)
a) Details of works of similar type and magnitude completed in last 5 years by the tenderer in Schedule II (Photocopy to be
made out of schedule)
b) Details of works bids and works to be completed in Schedule-III (Photocopy to be made out of schedule)
c) Details of technical supervisory personnel and master craftsman craftsman which he proposes to utilize for this work in
Schedule IV (Photocopy to be made out of schedule)
d) Details of plant and equipment proposed for use in the work in Schedule V (Photocopy to be made out of schedule)
11
e) The bidder should demonstrate that they have adequate financial resources (Over draft Credit Limit letter from bank)
Signature of Contractor
22 Bid capacity
(i) Bidders who meet the minimum qualifying criteria are to be evaluated further for Bid capacity as under -
(a) Maximum value of similar works executed in any one year during the last five years including current year (updated to the
current price level) extracted from schedule II which will take into account the completed and on going works
(b) Value of the existing commitments works (complete or partial) to be completed in the coming 12 months (up dated to the
current price level) Extracted from schedule III
(ii) Bid Capacity=(AxNx3-B) where
A=Maximum value of works executed in any one year during the last five years (updated to present price level) taking into
account the completed as well as works in progress
N=Number of years prescribed for completion of the works for which bids are invited herein (in years)
B=Value at present price level of existing commitments and on going works (at hand) to be executed during N period
The bidder will be post qualified only if his bid capacity is equal or more than the cost of work in question No contract may be
awarded to bidder lacking the financial and technical resources to undertake the work The decision of General Manager
(Works) Rajasthan Tourism Development Corporation Ltd Jaipur in this regard will be final and binding
NOTE -The present price level for turn over cost of completed works and amount of similar nature works (of a value at least 13rd of the estimated value of the work published in NIT during last five years) the previous years value shall be given weightage of 10 per year as following for the tendersbids invited by this department ndash
(a) For last year - 100 (b) For one year before - 110 (c) For two year before - 121 (d) For three year before - 133 (e) For four year before - 146
For current year the price level shall be 10
23 The right to qualify or not to qualify any or all the bidders without assigning any reason is reserved with the General Manager
(Works) Rajasthan Tourism Development Corporation Ltd Jaipur
24 Determination of Responsiveness
a) Prior to the detailed evaluation of bids the General Manager (Works) Rajasthan Tourism Development Corporation Ltd
JAIPUR will determine whether each bid is substantially responsive to the requirements of the bidding documents
b) For the purpose of this clause a substantially responsive bid is one which has required capacity capability and financial
resources and whose bid conforms to all the terms conditions and specifications of the bidding documents without
material deviation or reservation A material deviation or reservation is one which affects in any substantial way the
scope quality or performance of the works or which limits in any substantial way the General Manager (Works)
Rajasthan Tourism Development Corporation Ltd JAIPURrsquoS right or the Bidders obligations under the contract and the
rectification of which deviation or reservation would effect unfairly the competitive position of other bidders presenting
substantially responsive bids
c) if a bid is not substantially responsive to the requirements of the bidding documents it will be rejected and may not
subsequently be made responsive by the bidder having corrected or withdrawn the nonconforming deviation or
reservation
25 Construction programme ndash
1) Within the time stated in this contract the Contractor shall after the acceptance of his tender submit to the General Manager
(Works) Rajasthan Tourism Development Corporation Ltd JAIPUR for approval programme together with bar chart PERT
chart
2) proposed deployment of machinery etc showing the order of procedure in which he proposes to carryout the works The
contractor shall provide in writing general description the arrangements deployment of equipment work planning and
methods which he proposes to adopt for the execution of the works
3) If at any time it should appear to the Department that actual progress of the work does not conform to the approved
programme referred to in sub-clause (1) of this clause the Contractor shall produce at the request of the Department a
revised programme showing the modifications to the approved programme necessary to ensure completion of the works
within the time for completion
4) The submission to and approval by the Department of such programmers or the furnishing of such particulars shall not
relieve the contractor of any of his duties or responsibilities under the contract
5) The contractor shall submit within 30 days after the date of notice to proceed with the work a detailed construction
programme to suit the programme of completion for the entire contract period This programme shall be reviewed and
revised every half year at the beginning of the working season to plan timely action for making up the slippages occurred in
the previous season to suit the stipulated period of completion (including mile stones) as extended from time to time
26 Materials workmanship period and certificates of Maintenance and Defect Liability etc
All materials and workmanship shall be of the respective kinds described in the contract and in accordance with the
ArchitectsEngineer instructions and shall be subjected from time to time to such tests as the Engineer may direct at the
place of manufacture or fabrication or on the site or at such other place or places as may be specified in the Contract or at
all or any of such places The contractor shall install quality control laboratory and provide such assistance instruments
machines labour and materials as are normally required for examining measuring and test in any work and the quality
weight or quantity of any material used and shall supply samples of materials before incorporation in the works for testing as
may be selected and required by the Engineer-in-charge
12
Signature of Contractor
27 Period of maintenance and Defects liability
The Contractor shall be responsible to make good within such period as maybe stipulated by the Engineer in-charge any
defect which may develop or may be noticed during period of maintenance of 12 months from the certified date of
completion and which is attributable to the contractor All notice of such defect shall be given to the Contractor promptly In
case the contractor fails to make good the defects the Engineer in-charge may employ other persons to make good such
defects and all expenses consequent thereof and incidental thereto shall be recoverable from the Contractor In the event
the employer takes over portions of work as they are completed the liability of the contractor under this clause for these
portions shall extend to a period of 24 months from the actual dates on which portions of the works are taken over
28 The successful biddercontractor is required to undertake detailed photo recording documentation by still photography
videography of the entire work prior to commencement and the same has to be deposited with the Engineer in charge of
RAJASTHAN TOURISM DEVELOPMENT CORPORATION JAIPUR in two copies immediately Before dismantling any old
work to redo this still photography with specifically putting some identity mark number of the portion by any specified means
has to be done and this to be got checked and certified by Engineer In charge and recorded specifically in the measurement
book (MB) A written permission from the Engineer in charge before commencement of executing such work is essential for
execution as well as for payments
During the work in progress and after its completion also photo documentation is necessary and the photos before amp after
completion of portion of work are essentially to be enclosed with the bill for payment
Signature of Contractor
GENERAL MANAGER (WORKS)
13
SCHEDULE-I
FINANCIAL RESOURCES AND CAPABILITY
(PURSUANT TO CLAUSE 26) 1 Name of Applicant
2 Name of Partner Director
3 Capital
(a) Authorised
(b) ii
4 (a) WhetheCategory of Enlisted in Govt
(b) Details Details of the work completed and applicants performance record for last five years
(information to be furnished in Schedule II in India
(c) Details of works in hand applicants performance record for last five years (Information to be
furnished in Schedule-III)
5 Furnish Balance Sheet and profit and loss statement with auditorrsquos report for the last three years
6 The information on the following aspects should be specifically furnished
(i) Working capital and net worth
(ii) Turnover for the years
a
b
c
(iii) Gross income in years in India
(i)
(ii)
(iii)
(iv) Quick ratio or acid test ration (Quick assets to current liabilities)
7 What is the maximum annual turnover of the project that you can handle (Financial Projection)
8 Have you ever been denied tendering facilities by any Governmental DepartmentPublic Sector
undertaking
(If yes Please give details)
9 List of your source of finance
10 Certificate of financial soundness by Bank
11 Name and address of Bank from whom reference can be obtained
12 Have you ever been declared bankrupt
(if yes please give details)
Signature of Contractor
14
SCHEDULE-II WORKS OF SIMILAR MAGNITUDE TO THE WORK UNDER CONSIDERATION COMPLETED BY THE
APPLICANT IN LAST FIVE YEARS IN INDIA
(Pursuant to Clause 26)
SNo Na
me
of
wor
k
Place
amp
State
Tender
awardi
ng
Agency
Tender
ed Cost
Stipulate
d time of
Completi
on
Time in
which
complete
d
Date
of
comp
letion
Reason
for
Delay
Principal
features
of work
done
Value of
work done
1 2 3 4 5 6 7 8 9 10 11
Year
Year
Year
Signature of Contractor
15
SCHEDULE-III WORKS TENDERED FOR amp WORKS TO BE COMPLETED AS ON THE DATE OF SUBMISSION OF
APPLICATION IN INDIA
(pursuant Clause 26)
SNo Name
of
work
Place
amp
State
Work on Hand Work tendered for
Tender
Cost amp
Date
or
award
Stipulated
period of
Completion
Cost of
work
remaining
to be
executed
Antici
pated
Date
of
compl
eted
Estimate
d cost
(Rs In
Lakh)
Date
when
decisio
n
expecte
d
Stipulate
d Date
period of
Completi
on
Remar
ks
1 2 3 4 5 6 7 8 9 10 11
Year
Year
Year
Signature of Contractor
16
SCHEDULE- IV
Details of Key Personnel intended to be employed for this work
(use separate sheet if necessary)
(Pursuant to clause 26)
S No Name of Person Qualification Designation Experience Work to be
put on
A Technical Personnel
(1)
(2)
(3)
(4)
B Administrative Personnel
(1)
(2)
(3)
(4)
C Master Craftsmen
(1)
(2)
(3)
(4)
D Craftsmen
(1)
(2)
(3)
(4)
E Any other (1)
(2)
(3)
(4)
Signature of Contractor
17
SCHEDULE- V
DETAILS OF MAJOR ITEMS OF CONSTRUCTION PLANT AVAILABLE FOR THIS WORK
S No
Particulars Make Year of manufacture
Nos Whether owned or confirmed lease
1 Lime mortar Mill
2 Scaffolding Material
3 Movable Gantry
Crane etc
4 Any other TampP for
the purpose
5
6
7
8
Signature of Contractor
18
RAJASTHAN TOURISM DEVELOPMENT CORPORATION LIMITED JAIPUR
(WORKS DIVISION)
TENDER DOCUMENT (Financial Bid)
E-Tender (NIT No) 082016-17
Name of work- Development of Craft Haat amp Administrative Block
Restoration Conservation work Stained GssMirror
Signature of Contractor
19
Rajasthan Tourism Development Corporation Ltd Jaipur
Name of Work - Development of Craft Haat amp Administrative Block
Schedule G
SNo Particulars Amount in Rs 1 Part -A Civil Work Based on PWD BSR 2014 1453150650
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part A Civil work ---------------------
2 Part -B Sanitary Work Based on PWD BSR 2014 53818600
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part B Civil work ---------------------
3 Part -C Electrical Work based on Electrical BSR 2013 23646000
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part C Civil work ---------------------
4 Part -D NON BSR Items -
Total
Signature of the Contractor General Manager Works
with full address RTDC Ltd Jaipur
Rajasthan
20
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE AMOUNT
Part -A Based on PWD BSR 2014
1
Earth work in rough excavation banking excavated earth in layers not exceeding 20cm in depth breaking clods watering rolling each layer with 12 tonne roller or stone or steel rammers and rolling every 3rd and top- most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads flood banks marginal banks and guide banks or filling up ground depressions lead up to 50 Mtr and lift up to 15 Mtr All kinds of soil
CUM
25000
23600
5900000
2
Earth work in excavation by mechanical means (hydraulic excavator) by manual means in foundation trenches or drains (not exceeding 15m in width or 10 sum on plan) including dressing of sides and ramming of bottom lift upto 15m including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed with in a lead of 50m of all kinds of soil
CUM
11000
15500
1705000
3
Filling available excavated earth (excluding rock) in trenches plinth side of foundation etc in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift
CUM
20000
5600
1120000
4
Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand
CUM
15000
88700
13305000
5
Providing and laying in position cement concrete including curing compaction etc complete in specified grade excluding the cost
of centering and shuttering - All work up to
plinth level
-
M10 grade Nominal Mix 1 3 6 (1 cement 3 coarse sand 6 graded stone aggregate 20mm nominal size)
CUM
15000
333125
49968750
21
6
Providing and laying damp-proof course with cement concrete grade M-150 (1 2 4) mortar prepared with 1 solution of water-proof compound complete as per specification 75mm thick
SQM
25000
47250
11812500
7
providing and laying in position specified grade of cememt concrete for all RCC structural elements upto plinth level including curing compaction finishing with rendering in cement sand mortar 13 (1cement3 coarse sand) and making good the joints and cost of the plasticizers(if required) excluding the cost of centeringshuttering and reinforcement M20 grade Nominal mixdesign Mix
CUM
27500
411200
113080000
8
Centering and Shuttering with plywood or steel sheets including strutting propping bracing both ways and removal of formwork for foundation footings strap beam raft bases of columns etc
SQM
250000
13700
34250000
9
Providing and fabricating reinforcement for RCC work including straightening cutting bending placing in position and binding (including cost of binding wire) all complete up to floor five level (Cold twisted deformed bars (IS 1786))
Kg
3000000
7400
222000000
10
Brick work with FPS bricks of class designation 75 in foundation and plinth with bricks -cement mortar 14 (1cement 4 coarse sand) CUM
65000
383100
249015000
11
Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in
-
Cement Mortar 13 ( 1-Cement 3-Sand)
CUM
11000
305500
33605000
Cement Mortar 14 ( 1-Cement 4-Sand)
CUM
58000
275600
159848000
12
Providing and fixing wood panelling or panelling and glazing in panelled or panelled and glazed shutters for doors windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured) Panelling for panelled and glazed shutter 25 mm to 40 mm thick
-
Nigeria wood Grade I
SQM
1500
194300
2914500
13
Extra for providing IS 1341-1992 marked Stainless Steel butt hinges instead of black enamelled MS butt hinges with necessary screws (Shutter area to be measured)
SQM
1500
11000
165000
22
14
Providing and fixing 18 mm thick 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I IS 3087 marked including top cover of 6 mm commercial ply wood conforming to IS 303 BWR grade nickel plate MS 20 mm dia curtain rod with nickel plated bracked including fixing with 25x3 mm MS flat 10 cm long all complete
Mtr
3500
29600
1036000
15
Supplying and fixing rolling shutters of approved make made of 80 x 125mm MS laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets side guides and arrangements for inside and outside locking with push and pull operation complete including cost of spring hooks providing and fixing necessary 253cm long wire springs grade No 2 and MS top cover 125mm thick for rolling shutters as per design amp IS 6248- 1979 (Clear openable area to be measured for payment)
SQM
60000
179600
107760000
16
Precast terrazo tiles of approved make 20mm thick with marble chips of size upto 6mm laid in floors and landing jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20mm thick bed of cement sand mortar 1 4 Light shade using white cement
SQM
95000
47000
44650000
17
Plaster on new surface on walls in cement sand mortar 14 including racking of joints etc complete fine finish -12mm thk
SQM
850000
11800
100300000
18
Providing and applying two coats of fire retardant paint unthinned on cleaned woodply surface 35 sum per litre per coat including preparation of base surface as per recommendations of manufacturer to make the surface fire retardant
SQM
850000
31100
264350000
23
19
Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying a) after surface preparation first layer of slurry of cement 0488 kgsqm mixed with water proffing cement compound 0253 kgsqm b) laying second layer of Fiber glass cloth when the first layer is still green Overlaps of joints of fiber cloth should not be less than 10 cm c) Third layer of 15 mm thickness consisting of slurry of cement 1289 kgsqm mixed with water proffing cement compound 0670 kgsqm and coarse sand 1289 kgsqm This will be allowed to air cure for 4 hours followed by water curing for 48 hours The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around d) fourth and final layer of brick tiling lsquowith cement mortar or any other approved protective coarse (which will be paid for separately) For the purpose of measurement the entire treated surface will be measured )
SQM
95000
33800
32110000
20
Laying of lawns including ploughing levelling breaking of clods manuring amp removal of stones etc(Cost of manure or extra good earth to be paid seperately) Maintenance of lawns for 30 daysor more till the grass forms a thick lawns free from weeds amp fit for moving in the duration of planting if lawn die some where the contractor will replant it at his own cost
100 SQM
774
550000
4255900
Total
1453150650
24
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT
Part -B Sanitary Work Based on PWD BSR
2014
1
P amp F Indian type white glazed vitreous china 1st quality WC orissa pan (IS 2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor
-
Size 530x410mm
Each
400
194500
778000
2
P amp F lst quality WVC Urinal (IS2556 mark) with 25mm dia GI waste pipe dome waste couplings concealed iron brackets or screws etc complete
-
Flat Back (small) size 456x355x265mm
Each
400
133200
532800
3
P amp F WVC wash basin (1st
quality IS 2556 Mark) of approved make with CI brackets duly painted 1 No 15 mm CP Pillar cock (IS 8934 Mark) amp 32 mm CP brass waste coupling of approved make 25 mm GI waste pipe complete including cutting amp making good the wall
-
Size 550 mm x 400 mm
Each
400
196800
787200
4 P amp F water closet Seat Covers with brass hinges complete
Solid PVC (ISI Marked) grade-I White for EWC
Each
400
35300
141200
5 P amp F CP lugs for toilet seat cover
Pair
400
7200
28800
6
P amp F Low level flushing cistern of 10 litres capacity (IS 2556 mark) of approved make with complete fittings CI brackets duly painted brass ball cock with ball (IS 1703 mark) complete including cutting and making good the wall
WVC with CP brass bend
Each
800
191000
1528000
7
P amp F Automatic Flushing Cistern of First quality ( IS 774 Mark) of approved make fitting syphon with copper tube CI brackets complete including cutting and making good the wall WVC (as per IS 2556) 10 litres
Each
400
98800
395200
8 P amp F Bottle Trap of approved make
CP Brass 32mm
Each
800
42500
340000
9 P amp F Waste Coupling with fittings of approved quality make
CP Brass 32mm Dia
Each
400
10800
43200
25
10
PampF Marble Urinal Partition slab both sides polished of approved design cut from marble size 900x600mm
Makrana II quality marble having light spots
Each
400
83900
335600
11
P amp F Looking Mirrors with PVC frame of approved make as per direction of Engineer-in-charge
Size 500x400mm
Sqm
400
26600
106400
12 P amp F Waste Pipe with all fittings
PVC with CP nut 32mm
Each
400
13200
52800
13 P amp F Toilet Shelf of approved qualitymake
Acrylic shelf on CP brass casted brackets amp guard rail of Commander equivalent make size 550 X 125 mm
Each
800
75500
604000
14 P amp F Towel Rail or Ring of approved qualitymake
CP brass Towel rail elbow type with concealed scrwes size 450mm (Heavy duty)
Each
400
34000
136000
15 P amp F Grating of approved qualitymake
Stainless steel sheet size 125mm dia Heavy Quality of approved make
Each
800
7000
56000
16 P amp F Liquid Soap Container with brackets complete of approved make
CP brass
Each
400
16000
64000
17 P amp F Toilet Paper Holder with rod of approved qualitymake
CP brass
Each
400
15000
60000
18 P amp F Soap dish or Tray of approved qualitymake
CP brass heavy amp Superior quality
Each
400
10500
42000
19 P amp F jet spray for water closet with CP Copper Tube flange of approved make
Each
400
26600
106400
20
P amp F GI pipes (internal work) with GI fittings (IS 1239 Mark) amp MS clamps including cutting and making good the walls and floors
Concealed pipe in wall including with anticorrosive bitumen paint
15 mm dia nominal bore B Class
Rmt
8000
17600
1408000
21
P amp F GI pipes (External work) with GI fittings (IS 1239 mark) including trenching amp refilling earth etc
15mm dia nominal bore B Class
Rmt
6000
13700
822000
25mm (-do-) B Class
Rmt
6000
21700
1302000
32mm (-do-) B Class
Rmt
6000
27000
1620000
22 Making connection of GI distribution branch with GI main including all fittings
26
Upto 25mm dia
Each
200
23000
46000
Beyond 25 mm amp upto 100 mm dia
Each
200
33800
67600
23
Fixing water meter (IS 779 mark) and stop cock in GI pipe line including making chamber of approved size excluding cost of water meter amp stop cock
Each
200
26700
53400
24 P amp F water meter (IS 779 mark) of approved make
15mm dia
Each
200
86300
172600
25 P amp F Pillar cocks (IS 8934 mark) of superior quality and approved make
CP Pillar cock 15 mm dia
Each
800
70800
566400
26
P amp F inlet connection (angle valves) superior quality of approved make CP inlet connection with 37mm long pipe amp nuts
Each
800
82800
662400
27
PampF bib cocks (IS 8931 mark) superior quality of approved make CP brass bib cock 15mm dia
Each
800
53600
428800
28
PampF Mixing range (15mm) CP one holeclose hole basin mixer with casted spout
Each
400
198600
794400
29
PampF stop cock (IS 8931 mark) superior quality of approved make CP brass concealed stop cock 15mm dia
Each
800
65700
525600
30 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 15mm
Each
400
27700
110800
31 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 25mm
Each
400
48100
192400
32
PampF rigid PVC Pipe (IS4985 mark) class II (4 Kg Cm
2) approved quality make including
joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia
PRM
3000
18800
564000
(b) 75 mm dia
PRM
4000
11900
476000
33
PampF rigid PVC pipe fittings (IS 4985 mark) of approved quality make including joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia bend
Each
800
11200
89600
(b) Plain tee 110mm dia
Each
800
13100
104800
(c) socket 110mm dia 8750
Each
800
7500
60000
(d) socket 75mm dia
Each
800
6100
48800
(e) Bend 75mm dia 8750
Each
1000
6800
68000
(f) Cowel 110mm dia
Each
1000
3900
39000
(g) Cowel 75mm dia
Each
1000
3000
30000
27
(h) 110mm dia door tee
Each
800
14500
116000
(j) 75mm dia with door tee
Each
800
12400
99200
34
PampF square mouth gully trap A grade (IS marked) of approved make complete with CI grating frame amp Cover masonry chamber in CM 16 100mm thick CC M-15 grade coping 12mm thick as per approved design amp type Trap size 150 X 100mm 72 kg CI cover with frame internal chamber size 300mm X 300mm
Each
400
99600
398400
35
Construction of Septic Tank in all types of soil with 40 cm thick masonry in CM 1 6 15 Cm thick CC bed of 1 5 10 M-15 grade CC flooring amp over stone slab covering 80mm thick slab jointing of slab in CM 1 3 Ralthal Kharanja 50 mm thick stone partition walls 20mm thick plaster in CM 1 6 finished with neat floating cement 4 Nos CI foot rests of approved design two No 450mm dia 25 Kg each CI cover with frame earth work etc complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr-
Size 400 X 140 X 150 cm (for 50 users)
Each
200
4506700
9013400
36
Construction of Soakage well in all types of soil 300 mm thick dry stone masonry top and bottom 300 mm course in CM 16 80mm thick stone slab jointing of slab in CM 1 3 Ralthal Kharanja 40 mm thick M-15 grade CC flooring earthwork including disposal of earth within a lead of 50 mtr
Size 300 Cm dia outside amp 300 cm depth
Each
200
1899700
3799400
37
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth upto 05 M
Each
600
432000
2592000
28
38
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth 05 to 10 M
Each
200
475000
950000
39
Providing Laying amp jointing glazed SW pipes grade `A` (IS651 marked) of approved make with spun yarn amp stiff mixture of cement mortar 11 excavation amp refilling of earth in all types of soil upto 12m depth SW fittings including testing of joints etc complete150mm dia
RM
15000
36900
5535000
40
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) all around SW pipe including 15 Cm thick bed concrete (Width W= Diameter of pipe in Cm+30 Cm)( Excluding cost of pipe)150mm dia
RM
15000
48500
7275000
41
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) upto haunches of SW pipes including 150 mm thick bed concrete (Width W= Dia of pipe in Cm+ 30Cm) concrete width to be reduced from width W at center of pipe to `0` at top of pipe (Excluding cost of pipe)
RM
25000
30600
7650000
Total
53818600
29
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Part -C Electrical Work based on
Electrical BSR 2013
1
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles18 SWG MS box with earth terminal 6 A switch 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
Medium point (up to 6 mtr)
P point 50
29300
1465000
Long point (up to 10 mtr)
P point 50
41500
2075000
2
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories 18 SWG 175 mm x 100 mm x 60 mm MS box with earth terminal 6 A switch 6 A socket 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
-
On board
P point 20
9100
182000
3
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles Moulded PVC Modular Box with 6 A Modular switchModular plate with grid plate screws making connections testing etc as required
-
Medium point (up to 6 mtr)
P point 50
33200
1660000
30
Long point (up to 10 mtr)
P point 50
45200
2260000
4
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories moulded PVC Modular box with earth terminal 6 A modular switch 6 A modular socket Modular plate with grid plate screws making connections testing etc as required
-
On board
P point 20
24400
488000
5
Supplying and drawing FR PVC insulated amp unsheathed flexible copper conductor ISI marked (IS694) of 11 kV grade and approved make in existing surface or recessed conduitcasing capping including making connections etc as required
-
1 x 15 sqmm
Mtr 100
1400
140000
2 x 15 sqmm
Mtr 200
2600
520000
2 x 25 sqmm
Mtr 100
4100
410000
4 x 25 sqmm
Mtr 100
8000
800000
6
PampF 240415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B C D tripping characteristic) ISI marked IS 8828(1996)] conforming to IEC 60898 in existing boardsheets including making connections testing etc as required
-
Single pole MCB
-
6 A to 32 A rating
Each 20
15100
302000
Double pole MCB
-
6 A to 32 A rating
Each 20
40100
802000
7
PampF 240415 V isolator conforming to IS13947-III IEC 60947-3 on existing board sheet including making connections testing etc as required
-
Double pole isolator
-
30 A 40 A rating
Each 20
29800
596000
63 A rating
Each 20
36700
734000
31
Four pole Isolator
-
63 A rating
Each 20
63100
1262000
8
PLaying PVC XLPE insulated amp PVC sheathed cable of 11 KV grade with aluminium conductor of IS1554 P-I IS 7098 P - I of Group 1 of approved make in ground as per IS1255 including excavation of 30cmx75cm size trench 25 cm thick under layer of sandIInd class bricks covering refilling earthcompaction of earth making necessary connection testing etc as required of size
-
100 Sqmm
-
3 core
Mtr 100
15100
1510000
4 core
Mtr 100
17000
1700000
160 Sqmm
-
3 core
Mtr 100
15900
1590000
4 core
Mtr 100
17800
1780000
350 Sqmm
-
35 core
Mtr 100
25200
2520000
9
Plate Earthing as per IS3043 with GI Earth plate of size 600mm x 600mm x 60mm by embodying 3 to 4 mtr below the ground level with 25 mm dia GI B class watering Pipe including all accessories like nut bolts reducer nipple wire meshed funnel and CC finished chamber covered with hinged type with locking arrangement CI Cover CI Frame of size300mm x 300mm complete with alternate layers of salt and cokecharcoal testing of earth resistance as required
Set 2
425000
850000
TOTAL
23646000
32
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Figure Words
Part -D NON BSR Items
1
Shortblasted paver blocks i shape wave shape rectangular shape square shape 60mm thick for colour paver inclusive of material costtax tranportation and unloading(rate-rs 1350m2) considering cement mortar(14)
SQM 80000 --------- -----------
----------
2
Providing and Fixing Cobbles on path way open court yards over 40mm thick base grinded Cement mortar 13 including keeping 10mm joint between cobbles filled with masaldar grinded Cement mortar11 complete in all respects The mortar should remain recessed by 5mm from the top surface of the cobble stone of approved shade Color It includes the cost of stone patties of size 150 x 225 mm at every 3 mtr internal in cobble pathway
(a) 150 mm thick
Sqm 150000 --------- -----------
----------
3
Providing and Fixing fine dressed kerb stone (Dand stone) along with path way gardeningtapperround with top edges in Cement mortar 13 including pointing with lime cream and stone dust with an admixture of pigment complete in all respect as per direction of Engineer incharge
(a) Size 100 x300mm fine dressed
Rmtr 40000 --------- -----------
----------
Total
-
7
MEMORANDUM IWe hereby tender for execution for the work within time specified and rates entered in the schedule G in all respects in accordance with the specifications designs drawings and instructions in writing referred to herein and in the annexed conditions with such materials as are provided for by and in all other respects in accordance with such conditions so far as applicable IWe have visited the site of work amp IWe amare fully aware of all the difficulties amp conditions likely to effect carrying out of the work IWe have fully acquainted myselfourselves about the conditions in regard to accessibility of site and quarrieskilns nature and the extent of ground working conditions including stacking of material installation of TampP conditions affecting accommodation and movement of labour etc required for the satisfactory execution of this contract (a) Name of work (b) Estimated Cost (in figures) Rs
(in words) Rs
(c) Earnest Money Rs (d) Security Deposit (Including Earnest Money) Rs NOTE (1) Security deposit to be 10 in the form of cash or deduction to be made from running bills (2) Time allowed for the work to be reckoned from the 10
th day after the date of written order to
commence the work Should this tender be accepted in whole or in part IWe hereby agree to abide-by and fulfill all terms and provisions of the conditions of contract annexed hereto and in the NIT or in default thereof to forfeit and pay to the General Manager (Works) Jaipur the sum of money mentioned in the said conditions A sum of Rs is enclosed herewith as earnest money This amount of earnest money shall absolutely be forfeited to Department without prejudice to any other right or remedies should IWe fail to commence the work specified in the above memorandum or should IWe not furnish performance guarantee in cash or in form or Bank guarantee at the time of execution of agreement specified in the above memorandum in accordance with the said conditions of contract
Signature of Contractor The above tender is hereby accepted by me
General Manager-Works
RTDCLTD JAIPUR
8
DIRECTIONS FOR GUIDANCE OF CONTRACTORS
1 All works proposed for execution by contract will be notified in a form of invitation to tender pasted on a board hung up in the
office and signed by General Manager-Works RTDC LTD Jaipur or duly authorized officer
The form of invitation to tender will state the work to be carried out as well as the date of submitting and opening of tenders
amp the time allowed for carrying out the work also the amount of earnest money to be deposited with the tender and the
amount of security deposit to be deposited by the successful tenderer and the percentage as per PWFampAR Govt of
Rajasthan to be deducted from the bills copies of the specifications designs and drawing and estimated ratesscheduled
rates and any other documents required in connection with the work for the purpose of identification by the Rajasthan
Tourism Development Corpn Jaipur Drawings shall also be open for inspection by the contractor at the office of the General
Manager9 Works) Rajasthan Tourism Development Corporation Ltd Jaipur or duly authorized Engineer during office hours
2 In the event of the tender being submitted by a firm it must be signed separately by each partner thereof or in the event of
the absence of any partner it must be signed on his behalf by a person holding power of attorney authorizing him to do so
3 Receipt for payment made on account of a work when executed by a firm must also be signed by the several partners
except where the contractor are described in their tender as a firm in which case the receipt must be signed in the name of
the firm by one of the partners or by some other person having to give effectual receipts for the firm
4 Any person who submits tender shall fill up the usual printed form stating at how much percent above or below the rates
specified or on item rates he is willing to undertake the work Tenders which propose any alteration in the work specified in
the said form of invitation to tender or in the time allowed for carrying out the work or which contain any other conditions of
any sort will be liable to rejection No single tender shall include more than one work but person who wish to tender for two
or more works shall submit a separate tender for each work Tender shall have the name and number of the work to which
they refer written outside the envelope
5 The General Manager-Works RTDC Ltd Jaipur or other duly authorized Engineer will open the tenders in the presence of
any intending contractors or their authorized representative who may be present at the time and will enter the amounts of the
several tenders in the Register of tenders in the event of the tender being accepted A receipt for the earnest money
forwarded therein shall there upon be given to the contractor who shall there-upon for the purpose of identification sign
copies of the specifications and other documents In the event of a tender being rejected the earnest money forwarded with
such unaccepted tender shall be returned to the contractor
6 The General Manager-Works RTDC Ltd Jaipur or other authorized Engineer shall have the right of rejecting all or any of
the tenders without assigning any reasons
7 The accompanying schedules of quantities in ldquoGrdquo Schedule are the architects estimated quantities for the work The
contractors shall attach histheir OWN prices for the each item in column for rates left blank and shall money out the same in
the final column amp totals HeThey shall fill up properly the form of tender and the schedule of quantities without adding any
stipulations thereto The tender shall show the total amount arrived at in the manner above described The tender Notice to
Contractors conditions of contract Specifications and the Schedule of quantities and rates etc shall all be embodied in and
shall form a part of the contract
8 The quantities contained in the Schedule are only approximately correct If more or less quantities are actually done on the
work the contractors shall be paid for the same at the rates tendered by himthem in the Schedule of Rates The work as
actually done will be measured by the contractors qualified engineer and bill furnished to the General Manager(Works)
RTDC Ltd Jaipur which in turn will get it checked by the Engineer in charge time to time and will be paid for as provided in
the Special Condition of Contract after deducting SD as per PWFampAR provisions
Signature of Contractor
9
GENERAL CONDITIONS OF CONTRACT 1 All the materials used shall be of approved quality and to the entire satisfaction of the General Manager-works RTDC Ltd
Jaipur
2 The General Manager-works RTDC Ltd Jaipur or the Engineer in charge reserves right for any additions and alternations or
omission in the tender and execution of works In case the Department supplies the material specified in the tender recovery for
the cost of supplied material from subsequent running Bill will be made
3 The Department shall pay to the contractor as detailed in special conditions of contract
4 The contractors isare to set out the work in accordance with the plans All lines to be accurately marked or otherwise to the
satisfaction of the Engineer in charge
5 The contractors shall meet the Engineer in charge or his representative at the works site whenever required
6 The contractors shall maintain and be represented on site at all times by a responsible and efficient EngineerArchitect who
thoroughly understands all the trades enrolled The Engineer in charge reserves the right to dismiss the Foremen and any
workmen who in his opinions are not sufficiently skilled or who neglect or refuse to obey instructions
7 The contractors shall be given one set of the plans free of charge
8 The General Manager-works RTDC Ltd Jaipur reserves the right of altering the drawings and nature of the work and adding
to or omitting any item of work or having portions of the same carried out departmentally or otherwise and such alterations or
variations shall be carried out without prejudice to the contract
9 The General Manager-works RTDC Ltd Jaipur reserves to the right to increase or decrease quantity of work or omit some part
of the work without violating the contract and for which he will not be held liable to compensation to the contractors
10 All plants machines and other equipments are to be arranged by contractor for the work
11 Any percentage rate tender containing item-wise rates and any item rate tender containing percentage rate below or above
estimatedscheduled rates will be summarily rejected
12 The Conditions of Contract shall govern sales tax or any other tax on materials or Income Tax in respect of the contract
Deduction of Income Tax at source will be made as per provisions of the Income Tax Act in force from time to time
13 If on check there are differences between the rate quoted by the Contractor in words and figures or in the amount worked out
by him the following procedure shall be followed -
(i) Where there is a difference between the rates in figures and words lower of the two rates shall be taken as valid and correct
rate
(ii) When the rate quoted by the contractor in figures and in words tallies but the amount is not worked out correctly the rate
quoted by the contractor shall be taken as correct and not the amount worked out
(iii) While quoting rates if raterates against any item or items are found to be omitted the rate given in the Schedule G by the
Department for such items will be taken into account while preparing comparative statement and contractor shall be bound to
execute such item on G Schedule rates
(iv) In case where percentage is given but the above or below not scored the tender will be non-responsive
14 The Contractor shall read the specifications and study the working drawings carefully before submitting the tender
15 After acceptance of the tender the Contractor or all partners (in the case of partnership firm) will append photographs and
signatures duly attested at the time of execution of agreement
16 Experience into similar nature of works for which tender invited and fulfill conditions of NIT
17 Contractors shall submit only unconditional tenders Conditional tenders are liable to be rejected similarly
Signature of Contractor
General Manager-Works
10
SPECIAL CONDITIONS OF CONTRACT
1 The Technical bid will be opened first on the day mentioned in the NIT Bidders will be evaluated as per norms set for
qualification in Technical bid and Financial bids of only those bidders will be opened which were qualify in the technical bid
2 Contractors bidding for the work should be reputed experienced contractors fulfilling the requirements laid down in the NIT
and well versed and working in the field Only those bidders will be considered qualified in the Technical bid who have
executed similar works to the tune of at least 13rd of the estimated value of the work (published in NIT) during last five
years (updated to current price level 100 per annum) and have the necessary technical expertise and support
machinery and administrative and financial capability to satisfactorily execute works in question for which they are bidding
3 The decision of the General Manager-works RTDC Ltd Jaipur or his representative on pre-qualification in the Technical bid
will be final amp binding
4 All raw materials will have to be brought to the site and all carving work will have to be executed only at site to qualify for
payment of running bills No payment of any material at or work done at place other than the site of work will be made
unless such material is brought to site and found acceptable to be used on the work
5 General conditions of contract special conditions of contract and specification of work as appended herewith in addition to
General condition of agreement will be applicable on this work In addition the PWD specifications will also be applicable
as relevant to the particular item of work
6 Work shall be carried out as per approved drawings and designs to be provided by the departmental architect engaged
7 Architectural work for the construction shall be of a high standard quality and pattern (class and style) to match the existing
work
8 All work shall be carried out as per approved samples of each element
9 The exposed surface of stonework will be suitably protected from damage disfigurement during the course of work and will
be cleaned and washed removing all spots etc for final acceptance on completion
10 All scaffolding shuttering TampP etc for the work shall have to be arranged by contractor at his own cost
11 The time for completion of work as given in the NIT shall be strictly adhered to and the work so planned as to be completed
within the scheduled period The contractor shall provide with a time schedule to the department for progressing with and
completing various stages of the work
12 Only best quality stone and other building materials shall be used in construction and all such material will be got approved
from the Engineer in-charge before use
13 Quantities of individual items can be increased invariably or even reduced withdrawn and specification and designs altered
at the discretion of Engineer in-charge and contractor will not be entitled to any compensation thereof for such alteration For
extra items if any rates will be decided based on market analysis to be provided by contractor
14 Contractor will give notice before any work is covered up Bad work will have to be redonereplaced at contractors cost
15 Full scale drawings form work for architectural stone work to be developed from drawings wherever necessary shall be got
prepared by contractor for prior approval before Signature of contractor
construction at his own cost and he will get these approved from the Engineer in-charge General Manager-Works RTDC
Ltd Jaipur who shall however be at liberty to modify such drawings form work and no extra payment shall be made for this
16 It will be the contractors responsibility to get the drawings formwork and sample of individual itemselements of work
approved from the departmental Architect Engineer before proceeding with manufacture of the same at site
17 The contractor shall provide adequate safety measures and proper insurance for his labour working at site and it shall be
done by contractor at his end Contractor shall settle all labour disputes at his own level The contractor shall observe all
labourfactory laws in force
18 Security deposit will be recovered from each running bill of contractor as per provisions of PWFampAR Earnest money will be
adjusted in the security deposit amount Security deposit shall be returned after one year satisfactory completion of the work
and on satisfactory performance of structure
19 No escalation will be payable even if the completion period exceeds that as stipulated
20 In case of unsatisfactory work by contractor or deliberate delaying the work without valid reasons the contract will be liable
to be terminated at the stage up to which acceptable work is done and paid for with no compensation of any sort payable to
contractor for withdrawal at that stage and possession of work executed at site will be taken over by Department In case of
any dispute the decision of the Department will be final and binding on the contractor
21 The bidder has to furnish with his technical bid (In prescribed Performarsquos Schedule 1-5)
Full information regarding financial resources and capability in Schedule-1 herewith(Photocopy to be made out of schedule)
a) Details of works of similar type and magnitude completed in last 5 years by the tenderer in Schedule II (Photocopy to be
made out of schedule)
b) Details of works bids and works to be completed in Schedule-III (Photocopy to be made out of schedule)
c) Details of technical supervisory personnel and master craftsman craftsman which he proposes to utilize for this work in
Schedule IV (Photocopy to be made out of schedule)
d) Details of plant and equipment proposed for use in the work in Schedule V (Photocopy to be made out of schedule)
11
e) The bidder should demonstrate that they have adequate financial resources (Over draft Credit Limit letter from bank)
Signature of Contractor
22 Bid capacity
(i) Bidders who meet the minimum qualifying criteria are to be evaluated further for Bid capacity as under -
(a) Maximum value of similar works executed in any one year during the last five years including current year (updated to the
current price level) extracted from schedule II which will take into account the completed and on going works
(b) Value of the existing commitments works (complete or partial) to be completed in the coming 12 months (up dated to the
current price level) Extracted from schedule III
(ii) Bid Capacity=(AxNx3-B) where
A=Maximum value of works executed in any one year during the last five years (updated to present price level) taking into
account the completed as well as works in progress
N=Number of years prescribed for completion of the works for which bids are invited herein (in years)
B=Value at present price level of existing commitments and on going works (at hand) to be executed during N period
The bidder will be post qualified only if his bid capacity is equal or more than the cost of work in question No contract may be
awarded to bidder lacking the financial and technical resources to undertake the work The decision of General Manager
(Works) Rajasthan Tourism Development Corporation Ltd Jaipur in this regard will be final and binding
NOTE -The present price level for turn over cost of completed works and amount of similar nature works (of a value at least 13rd of the estimated value of the work published in NIT during last five years) the previous years value shall be given weightage of 10 per year as following for the tendersbids invited by this department ndash
(a) For last year - 100 (b) For one year before - 110 (c) For two year before - 121 (d) For three year before - 133 (e) For four year before - 146
For current year the price level shall be 10
23 The right to qualify or not to qualify any or all the bidders without assigning any reason is reserved with the General Manager
(Works) Rajasthan Tourism Development Corporation Ltd Jaipur
24 Determination of Responsiveness
a) Prior to the detailed evaluation of bids the General Manager (Works) Rajasthan Tourism Development Corporation Ltd
JAIPUR will determine whether each bid is substantially responsive to the requirements of the bidding documents
b) For the purpose of this clause a substantially responsive bid is one which has required capacity capability and financial
resources and whose bid conforms to all the terms conditions and specifications of the bidding documents without
material deviation or reservation A material deviation or reservation is one which affects in any substantial way the
scope quality or performance of the works or which limits in any substantial way the General Manager (Works)
Rajasthan Tourism Development Corporation Ltd JAIPURrsquoS right or the Bidders obligations under the contract and the
rectification of which deviation or reservation would effect unfairly the competitive position of other bidders presenting
substantially responsive bids
c) if a bid is not substantially responsive to the requirements of the bidding documents it will be rejected and may not
subsequently be made responsive by the bidder having corrected or withdrawn the nonconforming deviation or
reservation
25 Construction programme ndash
1) Within the time stated in this contract the Contractor shall after the acceptance of his tender submit to the General Manager
(Works) Rajasthan Tourism Development Corporation Ltd JAIPUR for approval programme together with bar chart PERT
chart
2) proposed deployment of machinery etc showing the order of procedure in which he proposes to carryout the works The
contractor shall provide in writing general description the arrangements deployment of equipment work planning and
methods which he proposes to adopt for the execution of the works
3) If at any time it should appear to the Department that actual progress of the work does not conform to the approved
programme referred to in sub-clause (1) of this clause the Contractor shall produce at the request of the Department a
revised programme showing the modifications to the approved programme necessary to ensure completion of the works
within the time for completion
4) The submission to and approval by the Department of such programmers or the furnishing of such particulars shall not
relieve the contractor of any of his duties or responsibilities under the contract
5) The contractor shall submit within 30 days after the date of notice to proceed with the work a detailed construction
programme to suit the programme of completion for the entire contract period This programme shall be reviewed and
revised every half year at the beginning of the working season to plan timely action for making up the slippages occurred in
the previous season to suit the stipulated period of completion (including mile stones) as extended from time to time
26 Materials workmanship period and certificates of Maintenance and Defect Liability etc
All materials and workmanship shall be of the respective kinds described in the contract and in accordance with the
ArchitectsEngineer instructions and shall be subjected from time to time to such tests as the Engineer may direct at the
place of manufacture or fabrication or on the site or at such other place or places as may be specified in the Contract or at
all or any of such places The contractor shall install quality control laboratory and provide such assistance instruments
machines labour and materials as are normally required for examining measuring and test in any work and the quality
weight or quantity of any material used and shall supply samples of materials before incorporation in the works for testing as
may be selected and required by the Engineer-in-charge
12
Signature of Contractor
27 Period of maintenance and Defects liability
The Contractor shall be responsible to make good within such period as maybe stipulated by the Engineer in-charge any
defect which may develop or may be noticed during period of maintenance of 12 months from the certified date of
completion and which is attributable to the contractor All notice of such defect shall be given to the Contractor promptly In
case the contractor fails to make good the defects the Engineer in-charge may employ other persons to make good such
defects and all expenses consequent thereof and incidental thereto shall be recoverable from the Contractor In the event
the employer takes over portions of work as they are completed the liability of the contractor under this clause for these
portions shall extend to a period of 24 months from the actual dates on which portions of the works are taken over
28 The successful biddercontractor is required to undertake detailed photo recording documentation by still photography
videography of the entire work prior to commencement and the same has to be deposited with the Engineer in charge of
RAJASTHAN TOURISM DEVELOPMENT CORPORATION JAIPUR in two copies immediately Before dismantling any old
work to redo this still photography with specifically putting some identity mark number of the portion by any specified means
has to be done and this to be got checked and certified by Engineer In charge and recorded specifically in the measurement
book (MB) A written permission from the Engineer in charge before commencement of executing such work is essential for
execution as well as for payments
During the work in progress and after its completion also photo documentation is necessary and the photos before amp after
completion of portion of work are essentially to be enclosed with the bill for payment
Signature of Contractor
GENERAL MANAGER (WORKS)
13
SCHEDULE-I
FINANCIAL RESOURCES AND CAPABILITY
(PURSUANT TO CLAUSE 26) 1 Name of Applicant
2 Name of Partner Director
3 Capital
(a) Authorised
(b) ii
4 (a) WhetheCategory of Enlisted in Govt
(b) Details Details of the work completed and applicants performance record for last five years
(information to be furnished in Schedule II in India
(c) Details of works in hand applicants performance record for last five years (Information to be
furnished in Schedule-III)
5 Furnish Balance Sheet and profit and loss statement with auditorrsquos report for the last three years
6 The information on the following aspects should be specifically furnished
(i) Working capital and net worth
(ii) Turnover for the years
a
b
c
(iii) Gross income in years in India
(i)
(ii)
(iii)
(iv) Quick ratio or acid test ration (Quick assets to current liabilities)
7 What is the maximum annual turnover of the project that you can handle (Financial Projection)
8 Have you ever been denied tendering facilities by any Governmental DepartmentPublic Sector
undertaking
(If yes Please give details)
9 List of your source of finance
10 Certificate of financial soundness by Bank
11 Name and address of Bank from whom reference can be obtained
12 Have you ever been declared bankrupt
(if yes please give details)
Signature of Contractor
14
SCHEDULE-II WORKS OF SIMILAR MAGNITUDE TO THE WORK UNDER CONSIDERATION COMPLETED BY THE
APPLICANT IN LAST FIVE YEARS IN INDIA
(Pursuant to Clause 26)
SNo Na
me
of
wor
k
Place
amp
State
Tender
awardi
ng
Agency
Tender
ed Cost
Stipulate
d time of
Completi
on
Time in
which
complete
d
Date
of
comp
letion
Reason
for
Delay
Principal
features
of work
done
Value of
work done
1 2 3 4 5 6 7 8 9 10 11
Year
Year
Year
Signature of Contractor
15
SCHEDULE-III WORKS TENDERED FOR amp WORKS TO BE COMPLETED AS ON THE DATE OF SUBMISSION OF
APPLICATION IN INDIA
(pursuant Clause 26)
SNo Name
of
work
Place
amp
State
Work on Hand Work tendered for
Tender
Cost amp
Date
or
award
Stipulated
period of
Completion
Cost of
work
remaining
to be
executed
Antici
pated
Date
of
compl
eted
Estimate
d cost
(Rs In
Lakh)
Date
when
decisio
n
expecte
d
Stipulate
d Date
period of
Completi
on
Remar
ks
1 2 3 4 5 6 7 8 9 10 11
Year
Year
Year
Signature of Contractor
16
SCHEDULE- IV
Details of Key Personnel intended to be employed for this work
(use separate sheet if necessary)
(Pursuant to clause 26)
S No Name of Person Qualification Designation Experience Work to be
put on
A Technical Personnel
(1)
(2)
(3)
(4)
B Administrative Personnel
(1)
(2)
(3)
(4)
C Master Craftsmen
(1)
(2)
(3)
(4)
D Craftsmen
(1)
(2)
(3)
(4)
E Any other (1)
(2)
(3)
(4)
Signature of Contractor
17
SCHEDULE- V
DETAILS OF MAJOR ITEMS OF CONSTRUCTION PLANT AVAILABLE FOR THIS WORK
S No
Particulars Make Year of manufacture
Nos Whether owned or confirmed lease
1 Lime mortar Mill
2 Scaffolding Material
3 Movable Gantry
Crane etc
4 Any other TampP for
the purpose
5
6
7
8
Signature of Contractor
18
RAJASTHAN TOURISM DEVELOPMENT CORPORATION LIMITED JAIPUR
(WORKS DIVISION)
TENDER DOCUMENT (Financial Bid)
E-Tender (NIT No) 082016-17
Name of work- Development of Craft Haat amp Administrative Block
Restoration Conservation work Stained GssMirror
Signature of Contractor
19
Rajasthan Tourism Development Corporation Ltd Jaipur
Name of Work - Development of Craft Haat amp Administrative Block
Schedule G
SNo Particulars Amount in Rs 1 Part -A Civil Work Based on PWD BSR 2014 1453150650
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part A Civil work ---------------------
2 Part -B Sanitary Work Based on PWD BSR 2014 53818600
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part B Civil work ---------------------
3 Part -C Electrical Work based on Electrical BSR 2013 23646000
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part C Civil work ---------------------
4 Part -D NON BSR Items -
Total
Signature of the Contractor General Manager Works
with full address RTDC Ltd Jaipur
Rajasthan
20
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE AMOUNT
Part -A Based on PWD BSR 2014
1
Earth work in rough excavation banking excavated earth in layers not exceeding 20cm in depth breaking clods watering rolling each layer with 12 tonne roller or stone or steel rammers and rolling every 3rd and top- most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads flood banks marginal banks and guide banks or filling up ground depressions lead up to 50 Mtr and lift up to 15 Mtr All kinds of soil
CUM
25000
23600
5900000
2
Earth work in excavation by mechanical means (hydraulic excavator) by manual means in foundation trenches or drains (not exceeding 15m in width or 10 sum on plan) including dressing of sides and ramming of bottom lift upto 15m including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed with in a lead of 50m of all kinds of soil
CUM
11000
15500
1705000
3
Filling available excavated earth (excluding rock) in trenches plinth side of foundation etc in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift
CUM
20000
5600
1120000
4
Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand
CUM
15000
88700
13305000
5
Providing and laying in position cement concrete including curing compaction etc complete in specified grade excluding the cost
of centering and shuttering - All work up to
plinth level
-
M10 grade Nominal Mix 1 3 6 (1 cement 3 coarse sand 6 graded stone aggregate 20mm nominal size)
CUM
15000
333125
49968750
21
6
Providing and laying damp-proof course with cement concrete grade M-150 (1 2 4) mortar prepared with 1 solution of water-proof compound complete as per specification 75mm thick
SQM
25000
47250
11812500
7
providing and laying in position specified grade of cememt concrete for all RCC structural elements upto plinth level including curing compaction finishing with rendering in cement sand mortar 13 (1cement3 coarse sand) and making good the joints and cost of the plasticizers(if required) excluding the cost of centeringshuttering and reinforcement M20 grade Nominal mixdesign Mix
CUM
27500
411200
113080000
8
Centering and Shuttering with plywood or steel sheets including strutting propping bracing both ways and removal of formwork for foundation footings strap beam raft bases of columns etc
SQM
250000
13700
34250000
9
Providing and fabricating reinforcement for RCC work including straightening cutting bending placing in position and binding (including cost of binding wire) all complete up to floor five level (Cold twisted deformed bars (IS 1786))
Kg
3000000
7400
222000000
10
Brick work with FPS bricks of class designation 75 in foundation and plinth with bricks -cement mortar 14 (1cement 4 coarse sand) CUM
65000
383100
249015000
11
Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in
-
Cement Mortar 13 ( 1-Cement 3-Sand)
CUM
11000
305500
33605000
Cement Mortar 14 ( 1-Cement 4-Sand)
CUM
58000
275600
159848000
12
Providing and fixing wood panelling or panelling and glazing in panelled or panelled and glazed shutters for doors windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured) Panelling for panelled and glazed shutter 25 mm to 40 mm thick
-
Nigeria wood Grade I
SQM
1500
194300
2914500
13
Extra for providing IS 1341-1992 marked Stainless Steel butt hinges instead of black enamelled MS butt hinges with necessary screws (Shutter area to be measured)
SQM
1500
11000
165000
22
14
Providing and fixing 18 mm thick 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I IS 3087 marked including top cover of 6 mm commercial ply wood conforming to IS 303 BWR grade nickel plate MS 20 mm dia curtain rod with nickel plated bracked including fixing with 25x3 mm MS flat 10 cm long all complete
Mtr
3500
29600
1036000
15
Supplying and fixing rolling shutters of approved make made of 80 x 125mm MS laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets side guides and arrangements for inside and outside locking with push and pull operation complete including cost of spring hooks providing and fixing necessary 253cm long wire springs grade No 2 and MS top cover 125mm thick for rolling shutters as per design amp IS 6248- 1979 (Clear openable area to be measured for payment)
SQM
60000
179600
107760000
16
Precast terrazo tiles of approved make 20mm thick with marble chips of size upto 6mm laid in floors and landing jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20mm thick bed of cement sand mortar 1 4 Light shade using white cement
SQM
95000
47000
44650000
17
Plaster on new surface on walls in cement sand mortar 14 including racking of joints etc complete fine finish -12mm thk
SQM
850000
11800
100300000
18
Providing and applying two coats of fire retardant paint unthinned on cleaned woodply surface 35 sum per litre per coat including preparation of base surface as per recommendations of manufacturer to make the surface fire retardant
SQM
850000
31100
264350000
23
19
Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying a) after surface preparation first layer of slurry of cement 0488 kgsqm mixed with water proffing cement compound 0253 kgsqm b) laying second layer of Fiber glass cloth when the first layer is still green Overlaps of joints of fiber cloth should not be less than 10 cm c) Third layer of 15 mm thickness consisting of slurry of cement 1289 kgsqm mixed with water proffing cement compound 0670 kgsqm and coarse sand 1289 kgsqm This will be allowed to air cure for 4 hours followed by water curing for 48 hours The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around d) fourth and final layer of brick tiling lsquowith cement mortar or any other approved protective coarse (which will be paid for separately) For the purpose of measurement the entire treated surface will be measured )
SQM
95000
33800
32110000
20
Laying of lawns including ploughing levelling breaking of clods manuring amp removal of stones etc(Cost of manure or extra good earth to be paid seperately) Maintenance of lawns for 30 daysor more till the grass forms a thick lawns free from weeds amp fit for moving in the duration of planting if lawn die some where the contractor will replant it at his own cost
100 SQM
774
550000
4255900
Total
1453150650
24
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT
Part -B Sanitary Work Based on PWD BSR
2014
1
P amp F Indian type white glazed vitreous china 1st quality WC orissa pan (IS 2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor
-
Size 530x410mm
Each
400
194500
778000
2
P amp F lst quality WVC Urinal (IS2556 mark) with 25mm dia GI waste pipe dome waste couplings concealed iron brackets or screws etc complete
-
Flat Back (small) size 456x355x265mm
Each
400
133200
532800
3
P amp F WVC wash basin (1st
quality IS 2556 Mark) of approved make with CI brackets duly painted 1 No 15 mm CP Pillar cock (IS 8934 Mark) amp 32 mm CP brass waste coupling of approved make 25 mm GI waste pipe complete including cutting amp making good the wall
-
Size 550 mm x 400 mm
Each
400
196800
787200
4 P amp F water closet Seat Covers with brass hinges complete
Solid PVC (ISI Marked) grade-I White for EWC
Each
400
35300
141200
5 P amp F CP lugs for toilet seat cover
Pair
400
7200
28800
6
P amp F Low level flushing cistern of 10 litres capacity (IS 2556 mark) of approved make with complete fittings CI brackets duly painted brass ball cock with ball (IS 1703 mark) complete including cutting and making good the wall
WVC with CP brass bend
Each
800
191000
1528000
7
P amp F Automatic Flushing Cistern of First quality ( IS 774 Mark) of approved make fitting syphon with copper tube CI brackets complete including cutting and making good the wall WVC (as per IS 2556) 10 litres
Each
400
98800
395200
8 P amp F Bottle Trap of approved make
CP Brass 32mm
Each
800
42500
340000
9 P amp F Waste Coupling with fittings of approved quality make
CP Brass 32mm Dia
Each
400
10800
43200
25
10
PampF Marble Urinal Partition slab both sides polished of approved design cut from marble size 900x600mm
Makrana II quality marble having light spots
Each
400
83900
335600
11
P amp F Looking Mirrors with PVC frame of approved make as per direction of Engineer-in-charge
Size 500x400mm
Sqm
400
26600
106400
12 P amp F Waste Pipe with all fittings
PVC with CP nut 32mm
Each
400
13200
52800
13 P amp F Toilet Shelf of approved qualitymake
Acrylic shelf on CP brass casted brackets amp guard rail of Commander equivalent make size 550 X 125 mm
Each
800
75500
604000
14 P amp F Towel Rail or Ring of approved qualitymake
CP brass Towel rail elbow type with concealed scrwes size 450mm (Heavy duty)
Each
400
34000
136000
15 P amp F Grating of approved qualitymake
Stainless steel sheet size 125mm dia Heavy Quality of approved make
Each
800
7000
56000
16 P amp F Liquid Soap Container with brackets complete of approved make
CP brass
Each
400
16000
64000
17 P amp F Toilet Paper Holder with rod of approved qualitymake
CP brass
Each
400
15000
60000
18 P amp F Soap dish or Tray of approved qualitymake
CP brass heavy amp Superior quality
Each
400
10500
42000
19 P amp F jet spray for water closet with CP Copper Tube flange of approved make
Each
400
26600
106400
20
P amp F GI pipes (internal work) with GI fittings (IS 1239 Mark) amp MS clamps including cutting and making good the walls and floors
Concealed pipe in wall including with anticorrosive bitumen paint
15 mm dia nominal bore B Class
Rmt
8000
17600
1408000
21
P amp F GI pipes (External work) with GI fittings (IS 1239 mark) including trenching amp refilling earth etc
15mm dia nominal bore B Class
Rmt
6000
13700
822000
25mm (-do-) B Class
Rmt
6000
21700
1302000
32mm (-do-) B Class
Rmt
6000
27000
1620000
22 Making connection of GI distribution branch with GI main including all fittings
26
Upto 25mm dia
Each
200
23000
46000
Beyond 25 mm amp upto 100 mm dia
Each
200
33800
67600
23
Fixing water meter (IS 779 mark) and stop cock in GI pipe line including making chamber of approved size excluding cost of water meter amp stop cock
Each
200
26700
53400
24 P amp F water meter (IS 779 mark) of approved make
15mm dia
Each
200
86300
172600
25 P amp F Pillar cocks (IS 8934 mark) of superior quality and approved make
CP Pillar cock 15 mm dia
Each
800
70800
566400
26
P amp F inlet connection (angle valves) superior quality of approved make CP inlet connection with 37mm long pipe amp nuts
Each
800
82800
662400
27
PampF bib cocks (IS 8931 mark) superior quality of approved make CP brass bib cock 15mm dia
Each
800
53600
428800
28
PampF Mixing range (15mm) CP one holeclose hole basin mixer with casted spout
Each
400
198600
794400
29
PampF stop cock (IS 8931 mark) superior quality of approved make CP brass concealed stop cock 15mm dia
Each
800
65700
525600
30 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 15mm
Each
400
27700
110800
31 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 25mm
Each
400
48100
192400
32
PampF rigid PVC Pipe (IS4985 mark) class II (4 Kg Cm
2) approved quality make including
joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia
PRM
3000
18800
564000
(b) 75 mm dia
PRM
4000
11900
476000
33
PampF rigid PVC pipe fittings (IS 4985 mark) of approved quality make including joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia bend
Each
800
11200
89600
(b) Plain tee 110mm dia
Each
800
13100
104800
(c) socket 110mm dia 8750
Each
800
7500
60000
(d) socket 75mm dia
Each
800
6100
48800
(e) Bend 75mm dia 8750
Each
1000
6800
68000
(f) Cowel 110mm dia
Each
1000
3900
39000
(g) Cowel 75mm dia
Each
1000
3000
30000
27
(h) 110mm dia door tee
Each
800
14500
116000
(j) 75mm dia with door tee
Each
800
12400
99200
34
PampF square mouth gully trap A grade (IS marked) of approved make complete with CI grating frame amp Cover masonry chamber in CM 16 100mm thick CC M-15 grade coping 12mm thick as per approved design amp type Trap size 150 X 100mm 72 kg CI cover with frame internal chamber size 300mm X 300mm
Each
400
99600
398400
35
Construction of Septic Tank in all types of soil with 40 cm thick masonry in CM 1 6 15 Cm thick CC bed of 1 5 10 M-15 grade CC flooring amp over stone slab covering 80mm thick slab jointing of slab in CM 1 3 Ralthal Kharanja 50 mm thick stone partition walls 20mm thick plaster in CM 1 6 finished with neat floating cement 4 Nos CI foot rests of approved design two No 450mm dia 25 Kg each CI cover with frame earth work etc complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr-
Size 400 X 140 X 150 cm (for 50 users)
Each
200
4506700
9013400
36
Construction of Soakage well in all types of soil 300 mm thick dry stone masonry top and bottom 300 mm course in CM 16 80mm thick stone slab jointing of slab in CM 1 3 Ralthal Kharanja 40 mm thick M-15 grade CC flooring earthwork including disposal of earth within a lead of 50 mtr
Size 300 Cm dia outside amp 300 cm depth
Each
200
1899700
3799400
37
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth upto 05 M
Each
600
432000
2592000
28
38
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth 05 to 10 M
Each
200
475000
950000
39
Providing Laying amp jointing glazed SW pipes grade `A` (IS651 marked) of approved make with spun yarn amp stiff mixture of cement mortar 11 excavation amp refilling of earth in all types of soil upto 12m depth SW fittings including testing of joints etc complete150mm dia
RM
15000
36900
5535000
40
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) all around SW pipe including 15 Cm thick bed concrete (Width W= Diameter of pipe in Cm+30 Cm)( Excluding cost of pipe)150mm dia
RM
15000
48500
7275000
41
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) upto haunches of SW pipes including 150 mm thick bed concrete (Width W= Dia of pipe in Cm+ 30Cm) concrete width to be reduced from width W at center of pipe to `0` at top of pipe (Excluding cost of pipe)
RM
25000
30600
7650000
Total
53818600
29
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Part -C Electrical Work based on
Electrical BSR 2013
1
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles18 SWG MS box with earth terminal 6 A switch 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
Medium point (up to 6 mtr)
P point 50
29300
1465000
Long point (up to 10 mtr)
P point 50
41500
2075000
2
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories 18 SWG 175 mm x 100 mm x 60 mm MS box with earth terminal 6 A switch 6 A socket 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
-
On board
P point 20
9100
182000
3
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles Moulded PVC Modular Box with 6 A Modular switchModular plate with grid plate screws making connections testing etc as required
-
Medium point (up to 6 mtr)
P point 50
33200
1660000
30
Long point (up to 10 mtr)
P point 50
45200
2260000
4
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories moulded PVC Modular box with earth terminal 6 A modular switch 6 A modular socket Modular plate with grid plate screws making connections testing etc as required
-
On board
P point 20
24400
488000
5
Supplying and drawing FR PVC insulated amp unsheathed flexible copper conductor ISI marked (IS694) of 11 kV grade and approved make in existing surface or recessed conduitcasing capping including making connections etc as required
-
1 x 15 sqmm
Mtr 100
1400
140000
2 x 15 sqmm
Mtr 200
2600
520000
2 x 25 sqmm
Mtr 100
4100
410000
4 x 25 sqmm
Mtr 100
8000
800000
6
PampF 240415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B C D tripping characteristic) ISI marked IS 8828(1996)] conforming to IEC 60898 in existing boardsheets including making connections testing etc as required
-
Single pole MCB
-
6 A to 32 A rating
Each 20
15100
302000
Double pole MCB
-
6 A to 32 A rating
Each 20
40100
802000
7
PampF 240415 V isolator conforming to IS13947-III IEC 60947-3 on existing board sheet including making connections testing etc as required
-
Double pole isolator
-
30 A 40 A rating
Each 20
29800
596000
63 A rating
Each 20
36700
734000
31
Four pole Isolator
-
63 A rating
Each 20
63100
1262000
8
PLaying PVC XLPE insulated amp PVC sheathed cable of 11 KV grade with aluminium conductor of IS1554 P-I IS 7098 P - I of Group 1 of approved make in ground as per IS1255 including excavation of 30cmx75cm size trench 25 cm thick under layer of sandIInd class bricks covering refilling earthcompaction of earth making necessary connection testing etc as required of size
-
100 Sqmm
-
3 core
Mtr 100
15100
1510000
4 core
Mtr 100
17000
1700000
160 Sqmm
-
3 core
Mtr 100
15900
1590000
4 core
Mtr 100
17800
1780000
350 Sqmm
-
35 core
Mtr 100
25200
2520000
9
Plate Earthing as per IS3043 with GI Earth plate of size 600mm x 600mm x 60mm by embodying 3 to 4 mtr below the ground level with 25 mm dia GI B class watering Pipe including all accessories like nut bolts reducer nipple wire meshed funnel and CC finished chamber covered with hinged type with locking arrangement CI Cover CI Frame of size300mm x 300mm complete with alternate layers of salt and cokecharcoal testing of earth resistance as required
Set 2
425000
850000
TOTAL
23646000
32
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Figure Words
Part -D NON BSR Items
1
Shortblasted paver blocks i shape wave shape rectangular shape square shape 60mm thick for colour paver inclusive of material costtax tranportation and unloading(rate-rs 1350m2) considering cement mortar(14)
SQM 80000 --------- -----------
----------
2
Providing and Fixing Cobbles on path way open court yards over 40mm thick base grinded Cement mortar 13 including keeping 10mm joint between cobbles filled with masaldar grinded Cement mortar11 complete in all respects The mortar should remain recessed by 5mm from the top surface of the cobble stone of approved shade Color It includes the cost of stone patties of size 150 x 225 mm at every 3 mtr internal in cobble pathway
(a) 150 mm thick
Sqm 150000 --------- -----------
----------
3
Providing and Fixing fine dressed kerb stone (Dand stone) along with path way gardeningtapperround with top edges in Cement mortar 13 including pointing with lime cream and stone dust with an admixture of pigment complete in all respect as per direction of Engineer incharge
(a) Size 100 x300mm fine dressed
Rmtr 40000 --------- -----------
----------
Total
-
8
DIRECTIONS FOR GUIDANCE OF CONTRACTORS
1 All works proposed for execution by contract will be notified in a form of invitation to tender pasted on a board hung up in the
office and signed by General Manager-Works RTDC LTD Jaipur or duly authorized officer
The form of invitation to tender will state the work to be carried out as well as the date of submitting and opening of tenders
amp the time allowed for carrying out the work also the amount of earnest money to be deposited with the tender and the
amount of security deposit to be deposited by the successful tenderer and the percentage as per PWFampAR Govt of
Rajasthan to be deducted from the bills copies of the specifications designs and drawing and estimated ratesscheduled
rates and any other documents required in connection with the work for the purpose of identification by the Rajasthan
Tourism Development Corpn Jaipur Drawings shall also be open for inspection by the contractor at the office of the General
Manager9 Works) Rajasthan Tourism Development Corporation Ltd Jaipur or duly authorized Engineer during office hours
2 In the event of the tender being submitted by a firm it must be signed separately by each partner thereof or in the event of
the absence of any partner it must be signed on his behalf by a person holding power of attorney authorizing him to do so
3 Receipt for payment made on account of a work when executed by a firm must also be signed by the several partners
except where the contractor are described in their tender as a firm in which case the receipt must be signed in the name of
the firm by one of the partners or by some other person having to give effectual receipts for the firm
4 Any person who submits tender shall fill up the usual printed form stating at how much percent above or below the rates
specified or on item rates he is willing to undertake the work Tenders which propose any alteration in the work specified in
the said form of invitation to tender or in the time allowed for carrying out the work or which contain any other conditions of
any sort will be liable to rejection No single tender shall include more than one work but person who wish to tender for two
or more works shall submit a separate tender for each work Tender shall have the name and number of the work to which
they refer written outside the envelope
5 The General Manager-Works RTDC Ltd Jaipur or other duly authorized Engineer will open the tenders in the presence of
any intending contractors or their authorized representative who may be present at the time and will enter the amounts of the
several tenders in the Register of tenders in the event of the tender being accepted A receipt for the earnest money
forwarded therein shall there upon be given to the contractor who shall there-upon for the purpose of identification sign
copies of the specifications and other documents In the event of a tender being rejected the earnest money forwarded with
such unaccepted tender shall be returned to the contractor
6 The General Manager-Works RTDC Ltd Jaipur or other authorized Engineer shall have the right of rejecting all or any of
the tenders without assigning any reasons
7 The accompanying schedules of quantities in ldquoGrdquo Schedule are the architects estimated quantities for the work The
contractors shall attach histheir OWN prices for the each item in column for rates left blank and shall money out the same in
the final column amp totals HeThey shall fill up properly the form of tender and the schedule of quantities without adding any
stipulations thereto The tender shall show the total amount arrived at in the manner above described The tender Notice to
Contractors conditions of contract Specifications and the Schedule of quantities and rates etc shall all be embodied in and
shall form a part of the contract
8 The quantities contained in the Schedule are only approximately correct If more or less quantities are actually done on the
work the contractors shall be paid for the same at the rates tendered by himthem in the Schedule of Rates The work as
actually done will be measured by the contractors qualified engineer and bill furnished to the General Manager(Works)
RTDC Ltd Jaipur which in turn will get it checked by the Engineer in charge time to time and will be paid for as provided in
the Special Condition of Contract after deducting SD as per PWFampAR provisions
Signature of Contractor
9
GENERAL CONDITIONS OF CONTRACT 1 All the materials used shall be of approved quality and to the entire satisfaction of the General Manager-works RTDC Ltd
Jaipur
2 The General Manager-works RTDC Ltd Jaipur or the Engineer in charge reserves right for any additions and alternations or
omission in the tender and execution of works In case the Department supplies the material specified in the tender recovery for
the cost of supplied material from subsequent running Bill will be made
3 The Department shall pay to the contractor as detailed in special conditions of contract
4 The contractors isare to set out the work in accordance with the plans All lines to be accurately marked or otherwise to the
satisfaction of the Engineer in charge
5 The contractors shall meet the Engineer in charge or his representative at the works site whenever required
6 The contractors shall maintain and be represented on site at all times by a responsible and efficient EngineerArchitect who
thoroughly understands all the trades enrolled The Engineer in charge reserves the right to dismiss the Foremen and any
workmen who in his opinions are not sufficiently skilled or who neglect or refuse to obey instructions
7 The contractors shall be given one set of the plans free of charge
8 The General Manager-works RTDC Ltd Jaipur reserves the right of altering the drawings and nature of the work and adding
to or omitting any item of work or having portions of the same carried out departmentally or otherwise and such alterations or
variations shall be carried out without prejudice to the contract
9 The General Manager-works RTDC Ltd Jaipur reserves to the right to increase or decrease quantity of work or omit some part
of the work without violating the contract and for which he will not be held liable to compensation to the contractors
10 All plants machines and other equipments are to be arranged by contractor for the work
11 Any percentage rate tender containing item-wise rates and any item rate tender containing percentage rate below or above
estimatedscheduled rates will be summarily rejected
12 The Conditions of Contract shall govern sales tax or any other tax on materials or Income Tax in respect of the contract
Deduction of Income Tax at source will be made as per provisions of the Income Tax Act in force from time to time
13 If on check there are differences between the rate quoted by the Contractor in words and figures or in the amount worked out
by him the following procedure shall be followed -
(i) Where there is a difference between the rates in figures and words lower of the two rates shall be taken as valid and correct
rate
(ii) When the rate quoted by the contractor in figures and in words tallies but the amount is not worked out correctly the rate
quoted by the contractor shall be taken as correct and not the amount worked out
(iii) While quoting rates if raterates against any item or items are found to be omitted the rate given in the Schedule G by the
Department for such items will be taken into account while preparing comparative statement and contractor shall be bound to
execute such item on G Schedule rates
(iv) In case where percentage is given but the above or below not scored the tender will be non-responsive
14 The Contractor shall read the specifications and study the working drawings carefully before submitting the tender
15 After acceptance of the tender the Contractor or all partners (in the case of partnership firm) will append photographs and
signatures duly attested at the time of execution of agreement
16 Experience into similar nature of works for which tender invited and fulfill conditions of NIT
17 Contractors shall submit only unconditional tenders Conditional tenders are liable to be rejected similarly
Signature of Contractor
General Manager-Works
10
SPECIAL CONDITIONS OF CONTRACT
1 The Technical bid will be opened first on the day mentioned in the NIT Bidders will be evaluated as per norms set for
qualification in Technical bid and Financial bids of only those bidders will be opened which were qualify in the technical bid
2 Contractors bidding for the work should be reputed experienced contractors fulfilling the requirements laid down in the NIT
and well versed and working in the field Only those bidders will be considered qualified in the Technical bid who have
executed similar works to the tune of at least 13rd of the estimated value of the work (published in NIT) during last five
years (updated to current price level 100 per annum) and have the necessary technical expertise and support
machinery and administrative and financial capability to satisfactorily execute works in question for which they are bidding
3 The decision of the General Manager-works RTDC Ltd Jaipur or his representative on pre-qualification in the Technical bid
will be final amp binding
4 All raw materials will have to be brought to the site and all carving work will have to be executed only at site to qualify for
payment of running bills No payment of any material at or work done at place other than the site of work will be made
unless such material is brought to site and found acceptable to be used on the work
5 General conditions of contract special conditions of contract and specification of work as appended herewith in addition to
General condition of agreement will be applicable on this work In addition the PWD specifications will also be applicable
as relevant to the particular item of work
6 Work shall be carried out as per approved drawings and designs to be provided by the departmental architect engaged
7 Architectural work for the construction shall be of a high standard quality and pattern (class and style) to match the existing
work
8 All work shall be carried out as per approved samples of each element
9 The exposed surface of stonework will be suitably protected from damage disfigurement during the course of work and will
be cleaned and washed removing all spots etc for final acceptance on completion
10 All scaffolding shuttering TampP etc for the work shall have to be arranged by contractor at his own cost
11 The time for completion of work as given in the NIT shall be strictly adhered to and the work so planned as to be completed
within the scheduled period The contractor shall provide with a time schedule to the department for progressing with and
completing various stages of the work
12 Only best quality stone and other building materials shall be used in construction and all such material will be got approved
from the Engineer in-charge before use
13 Quantities of individual items can be increased invariably or even reduced withdrawn and specification and designs altered
at the discretion of Engineer in-charge and contractor will not be entitled to any compensation thereof for such alteration For
extra items if any rates will be decided based on market analysis to be provided by contractor
14 Contractor will give notice before any work is covered up Bad work will have to be redonereplaced at contractors cost
15 Full scale drawings form work for architectural stone work to be developed from drawings wherever necessary shall be got
prepared by contractor for prior approval before Signature of contractor
construction at his own cost and he will get these approved from the Engineer in-charge General Manager-Works RTDC
Ltd Jaipur who shall however be at liberty to modify such drawings form work and no extra payment shall be made for this
16 It will be the contractors responsibility to get the drawings formwork and sample of individual itemselements of work
approved from the departmental Architect Engineer before proceeding with manufacture of the same at site
17 The contractor shall provide adequate safety measures and proper insurance for his labour working at site and it shall be
done by contractor at his end Contractor shall settle all labour disputes at his own level The contractor shall observe all
labourfactory laws in force
18 Security deposit will be recovered from each running bill of contractor as per provisions of PWFampAR Earnest money will be
adjusted in the security deposit amount Security deposit shall be returned after one year satisfactory completion of the work
and on satisfactory performance of structure
19 No escalation will be payable even if the completion period exceeds that as stipulated
20 In case of unsatisfactory work by contractor or deliberate delaying the work without valid reasons the contract will be liable
to be terminated at the stage up to which acceptable work is done and paid for with no compensation of any sort payable to
contractor for withdrawal at that stage and possession of work executed at site will be taken over by Department In case of
any dispute the decision of the Department will be final and binding on the contractor
21 The bidder has to furnish with his technical bid (In prescribed Performarsquos Schedule 1-5)
Full information regarding financial resources and capability in Schedule-1 herewith(Photocopy to be made out of schedule)
a) Details of works of similar type and magnitude completed in last 5 years by the tenderer in Schedule II (Photocopy to be
made out of schedule)
b) Details of works bids and works to be completed in Schedule-III (Photocopy to be made out of schedule)
c) Details of technical supervisory personnel and master craftsman craftsman which he proposes to utilize for this work in
Schedule IV (Photocopy to be made out of schedule)
d) Details of plant and equipment proposed for use in the work in Schedule V (Photocopy to be made out of schedule)
11
e) The bidder should demonstrate that they have adequate financial resources (Over draft Credit Limit letter from bank)
Signature of Contractor
22 Bid capacity
(i) Bidders who meet the minimum qualifying criteria are to be evaluated further for Bid capacity as under -
(a) Maximum value of similar works executed in any one year during the last five years including current year (updated to the
current price level) extracted from schedule II which will take into account the completed and on going works
(b) Value of the existing commitments works (complete or partial) to be completed in the coming 12 months (up dated to the
current price level) Extracted from schedule III
(ii) Bid Capacity=(AxNx3-B) where
A=Maximum value of works executed in any one year during the last five years (updated to present price level) taking into
account the completed as well as works in progress
N=Number of years prescribed for completion of the works for which bids are invited herein (in years)
B=Value at present price level of existing commitments and on going works (at hand) to be executed during N period
The bidder will be post qualified only if his bid capacity is equal or more than the cost of work in question No contract may be
awarded to bidder lacking the financial and technical resources to undertake the work The decision of General Manager
(Works) Rajasthan Tourism Development Corporation Ltd Jaipur in this regard will be final and binding
NOTE -The present price level for turn over cost of completed works and amount of similar nature works (of a value at least 13rd of the estimated value of the work published in NIT during last five years) the previous years value shall be given weightage of 10 per year as following for the tendersbids invited by this department ndash
(a) For last year - 100 (b) For one year before - 110 (c) For two year before - 121 (d) For three year before - 133 (e) For four year before - 146
For current year the price level shall be 10
23 The right to qualify or not to qualify any or all the bidders without assigning any reason is reserved with the General Manager
(Works) Rajasthan Tourism Development Corporation Ltd Jaipur
24 Determination of Responsiveness
a) Prior to the detailed evaluation of bids the General Manager (Works) Rajasthan Tourism Development Corporation Ltd
JAIPUR will determine whether each bid is substantially responsive to the requirements of the bidding documents
b) For the purpose of this clause a substantially responsive bid is one which has required capacity capability and financial
resources and whose bid conforms to all the terms conditions and specifications of the bidding documents without
material deviation or reservation A material deviation or reservation is one which affects in any substantial way the
scope quality or performance of the works or which limits in any substantial way the General Manager (Works)
Rajasthan Tourism Development Corporation Ltd JAIPURrsquoS right or the Bidders obligations under the contract and the
rectification of which deviation or reservation would effect unfairly the competitive position of other bidders presenting
substantially responsive bids
c) if a bid is not substantially responsive to the requirements of the bidding documents it will be rejected and may not
subsequently be made responsive by the bidder having corrected or withdrawn the nonconforming deviation or
reservation
25 Construction programme ndash
1) Within the time stated in this contract the Contractor shall after the acceptance of his tender submit to the General Manager
(Works) Rajasthan Tourism Development Corporation Ltd JAIPUR for approval programme together with bar chart PERT
chart
2) proposed deployment of machinery etc showing the order of procedure in which he proposes to carryout the works The
contractor shall provide in writing general description the arrangements deployment of equipment work planning and
methods which he proposes to adopt for the execution of the works
3) If at any time it should appear to the Department that actual progress of the work does not conform to the approved
programme referred to in sub-clause (1) of this clause the Contractor shall produce at the request of the Department a
revised programme showing the modifications to the approved programme necessary to ensure completion of the works
within the time for completion
4) The submission to and approval by the Department of such programmers or the furnishing of such particulars shall not
relieve the contractor of any of his duties or responsibilities under the contract
5) The contractor shall submit within 30 days after the date of notice to proceed with the work a detailed construction
programme to suit the programme of completion for the entire contract period This programme shall be reviewed and
revised every half year at the beginning of the working season to plan timely action for making up the slippages occurred in
the previous season to suit the stipulated period of completion (including mile stones) as extended from time to time
26 Materials workmanship period and certificates of Maintenance and Defect Liability etc
All materials and workmanship shall be of the respective kinds described in the contract and in accordance with the
ArchitectsEngineer instructions and shall be subjected from time to time to such tests as the Engineer may direct at the
place of manufacture or fabrication or on the site or at such other place or places as may be specified in the Contract or at
all or any of such places The contractor shall install quality control laboratory and provide such assistance instruments
machines labour and materials as are normally required for examining measuring and test in any work and the quality
weight or quantity of any material used and shall supply samples of materials before incorporation in the works for testing as
may be selected and required by the Engineer-in-charge
12
Signature of Contractor
27 Period of maintenance and Defects liability
The Contractor shall be responsible to make good within such period as maybe stipulated by the Engineer in-charge any
defect which may develop or may be noticed during period of maintenance of 12 months from the certified date of
completion and which is attributable to the contractor All notice of such defect shall be given to the Contractor promptly In
case the contractor fails to make good the defects the Engineer in-charge may employ other persons to make good such
defects and all expenses consequent thereof and incidental thereto shall be recoverable from the Contractor In the event
the employer takes over portions of work as they are completed the liability of the contractor under this clause for these
portions shall extend to a period of 24 months from the actual dates on which portions of the works are taken over
28 The successful biddercontractor is required to undertake detailed photo recording documentation by still photography
videography of the entire work prior to commencement and the same has to be deposited with the Engineer in charge of
RAJASTHAN TOURISM DEVELOPMENT CORPORATION JAIPUR in two copies immediately Before dismantling any old
work to redo this still photography with specifically putting some identity mark number of the portion by any specified means
has to be done and this to be got checked and certified by Engineer In charge and recorded specifically in the measurement
book (MB) A written permission from the Engineer in charge before commencement of executing such work is essential for
execution as well as for payments
During the work in progress and after its completion also photo documentation is necessary and the photos before amp after
completion of portion of work are essentially to be enclosed with the bill for payment
Signature of Contractor
GENERAL MANAGER (WORKS)
13
SCHEDULE-I
FINANCIAL RESOURCES AND CAPABILITY
(PURSUANT TO CLAUSE 26) 1 Name of Applicant
2 Name of Partner Director
3 Capital
(a) Authorised
(b) ii
4 (a) WhetheCategory of Enlisted in Govt
(b) Details Details of the work completed and applicants performance record for last five years
(information to be furnished in Schedule II in India
(c) Details of works in hand applicants performance record for last five years (Information to be
furnished in Schedule-III)
5 Furnish Balance Sheet and profit and loss statement with auditorrsquos report for the last three years
6 The information on the following aspects should be specifically furnished
(i) Working capital and net worth
(ii) Turnover for the years
a
b
c
(iii) Gross income in years in India
(i)
(ii)
(iii)
(iv) Quick ratio or acid test ration (Quick assets to current liabilities)
7 What is the maximum annual turnover of the project that you can handle (Financial Projection)
8 Have you ever been denied tendering facilities by any Governmental DepartmentPublic Sector
undertaking
(If yes Please give details)
9 List of your source of finance
10 Certificate of financial soundness by Bank
11 Name and address of Bank from whom reference can be obtained
12 Have you ever been declared bankrupt
(if yes please give details)
Signature of Contractor
14
SCHEDULE-II WORKS OF SIMILAR MAGNITUDE TO THE WORK UNDER CONSIDERATION COMPLETED BY THE
APPLICANT IN LAST FIVE YEARS IN INDIA
(Pursuant to Clause 26)
SNo Na
me
of
wor
k
Place
amp
State
Tender
awardi
ng
Agency
Tender
ed Cost
Stipulate
d time of
Completi
on
Time in
which
complete
d
Date
of
comp
letion
Reason
for
Delay
Principal
features
of work
done
Value of
work done
1 2 3 4 5 6 7 8 9 10 11
Year
Year
Year
Signature of Contractor
15
SCHEDULE-III WORKS TENDERED FOR amp WORKS TO BE COMPLETED AS ON THE DATE OF SUBMISSION OF
APPLICATION IN INDIA
(pursuant Clause 26)
SNo Name
of
work
Place
amp
State
Work on Hand Work tendered for
Tender
Cost amp
Date
or
award
Stipulated
period of
Completion
Cost of
work
remaining
to be
executed
Antici
pated
Date
of
compl
eted
Estimate
d cost
(Rs In
Lakh)
Date
when
decisio
n
expecte
d
Stipulate
d Date
period of
Completi
on
Remar
ks
1 2 3 4 5 6 7 8 9 10 11
Year
Year
Year
Signature of Contractor
16
SCHEDULE- IV
Details of Key Personnel intended to be employed for this work
(use separate sheet if necessary)
(Pursuant to clause 26)
S No Name of Person Qualification Designation Experience Work to be
put on
A Technical Personnel
(1)
(2)
(3)
(4)
B Administrative Personnel
(1)
(2)
(3)
(4)
C Master Craftsmen
(1)
(2)
(3)
(4)
D Craftsmen
(1)
(2)
(3)
(4)
E Any other (1)
(2)
(3)
(4)
Signature of Contractor
17
SCHEDULE- V
DETAILS OF MAJOR ITEMS OF CONSTRUCTION PLANT AVAILABLE FOR THIS WORK
S No
Particulars Make Year of manufacture
Nos Whether owned or confirmed lease
1 Lime mortar Mill
2 Scaffolding Material
3 Movable Gantry
Crane etc
4 Any other TampP for
the purpose
5
6
7
8
Signature of Contractor
18
RAJASTHAN TOURISM DEVELOPMENT CORPORATION LIMITED JAIPUR
(WORKS DIVISION)
TENDER DOCUMENT (Financial Bid)
E-Tender (NIT No) 082016-17
Name of work- Development of Craft Haat amp Administrative Block
Restoration Conservation work Stained GssMirror
Signature of Contractor
19
Rajasthan Tourism Development Corporation Ltd Jaipur
Name of Work - Development of Craft Haat amp Administrative Block
Schedule G
SNo Particulars Amount in Rs 1 Part -A Civil Work Based on PWD BSR 2014 1453150650
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part A Civil work ---------------------
2 Part -B Sanitary Work Based on PWD BSR 2014 53818600
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part B Civil work ---------------------
3 Part -C Electrical Work based on Electrical BSR 2013 23646000
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part C Civil work ---------------------
4 Part -D NON BSR Items -
Total
Signature of the Contractor General Manager Works
with full address RTDC Ltd Jaipur
Rajasthan
20
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE AMOUNT
Part -A Based on PWD BSR 2014
1
Earth work in rough excavation banking excavated earth in layers not exceeding 20cm in depth breaking clods watering rolling each layer with 12 tonne roller or stone or steel rammers and rolling every 3rd and top- most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads flood banks marginal banks and guide banks or filling up ground depressions lead up to 50 Mtr and lift up to 15 Mtr All kinds of soil
CUM
25000
23600
5900000
2
Earth work in excavation by mechanical means (hydraulic excavator) by manual means in foundation trenches or drains (not exceeding 15m in width or 10 sum on plan) including dressing of sides and ramming of bottom lift upto 15m including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed with in a lead of 50m of all kinds of soil
CUM
11000
15500
1705000
3
Filling available excavated earth (excluding rock) in trenches plinth side of foundation etc in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift
CUM
20000
5600
1120000
4
Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand
CUM
15000
88700
13305000
5
Providing and laying in position cement concrete including curing compaction etc complete in specified grade excluding the cost
of centering and shuttering - All work up to
plinth level
-
M10 grade Nominal Mix 1 3 6 (1 cement 3 coarse sand 6 graded stone aggregate 20mm nominal size)
CUM
15000
333125
49968750
21
6
Providing and laying damp-proof course with cement concrete grade M-150 (1 2 4) mortar prepared with 1 solution of water-proof compound complete as per specification 75mm thick
SQM
25000
47250
11812500
7
providing and laying in position specified grade of cememt concrete for all RCC structural elements upto plinth level including curing compaction finishing with rendering in cement sand mortar 13 (1cement3 coarse sand) and making good the joints and cost of the plasticizers(if required) excluding the cost of centeringshuttering and reinforcement M20 grade Nominal mixdesign Mix
CUM
27500
411200
113080000
8
Centering and Shuttering with plywood or steel sheets including strutting propping bracing both ways and removal of formwork for foundation footings strap beam raft bases of columns etc
SQM
250000
13700
34250000
9
Providing and fabricating reinforcement for RCC work including straightening cutting bending placing in position and binding (including cost of binding wire) all complete up to floor five level (Cold twisted deformed bars (IS 1786))
Kg
3000000
7400
222000000
10
Brick work with FPS bricks of class designation 75 in foundation and plinth with bricks -cement mortar 14 (1cement 4 coarse sand) CUM
65000
383100
249015000
11
Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in
-
Cement Mortar 13 ( 1-Cement 3-Sand)
CUM
11000
305500
33605000
Cement Mortar 14 ( 1-Cement 4-Sand)
CUM
58000
275600
159848000
12
Providing and fixing wood panelling or panelling and glazing in panelled or panelled and glazed shutters for doors windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured) Panelling for panelled and glazed shutter 25 mm to 40 mm thick
-
Nigeria wood Grade I
SQM
1500
194300
2914500
13
Extra for providing IS 1341-1992 marked Stainless Steel butt hinges instead of black enamelled MS butt hinges with necessary screws (Shutter area to be measured)
SQM
1500
11000
165000
22
14
Providing and fixing 18 mm thick 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I IS 3087 marked including top cover of 6 mm commercial ply wood conforming to IS 303 BWR grade nickel plate MS 20 mm dia curtain rod with nickel plated bracked including fixing with 25x3 mm MS flat 10 cm long all complete
Mtr
3500
29600
1036000
15
Supplying and fixing rolling shutters of approved make made of 80 x 125mm MS laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets side guides and arrangements for inside and outside locking with push and pull operation complete including cost of spring hooks providing and fixing necessary 253cm long wire springs grade No 2 and MS top cover 125mm thick for rolling shutters as per design amp IS 6248- 1979 (Clear openable area to be measured for payment)
SQM
60000
179600
107760000
16
Precast terrazo tiles of approved make 20mm thick with marble chips of size upto 6mm laid in floors and landing jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20mm thick bed of cement sand mortar 1 4 Light shade using white cement
SQM
95000
47000
44650000
17
Plaster on new surface on walls in cement sand mortar 14 including racking of joints etc complete fine finish -12mm thk
SQM
850000
11800
100300000
18
Providing and applying two coats of fire retardant paint unthinned on cleaned woodply surface 35 sum per litre per coat including preparation of base surface as per recommendations of manufacturer to make the surface fire retardant
SQM
850000
31100
264350000
23
19
Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying a) after surface preparation first layer of slurry of cement 0488 kgsqm mixed with water proffing cement compound 0253 kgsqm b) laying second layer of Fiber glass cloth when the first layer is still green Overlaps of joints of fiber cloth should not be less than 10 cm c) Third layer of 15 mm thickness consisting of slurry of cement 1289 kgsqm mixed with water proffing cement compound 0670 kgsqm and coarse sand 1289 kgsqm This will be allowed to air cure for 4 hours followed by water curing for 48 hours The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around d) fourth and final layer of brick tiling lsquowith cement mortar or any other approved protective coarse (which will be paid for separately) For the purpose of measurement the entire treated surface will be measured )
SQM
95000
33800
32110000
20
Laying of lawns including ploughing levelling breaking of clods manuring amp removal of stones etc(Cost of manure or extra good earth to be paid seperately) Maintenance of lawns for 30 daysor more till the grass forms a thick lawns free from weeds amp fit for moving in the duration of planting if lawn die some where the contractor will replant it at his own cost
100 SQM
774
550000
4255900
Total
1453150650
24
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT
Part -B Sanitary Work Based on PWD BSR
2014
1
P amp F Indian type white glazed vitreous china 1st quality WC orissa pan (IS 2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor
-
Size 530x410mm
Each
400
194500
778000
2
P amp F lst quality WVC Urinal (IS2556 mark) with 25mm dia GI waste pipe dome waste couplings concealed iron brackets or screws etc complete
-
Flat Back (small) size 456x355x265mm
Each
400
133200
532800
3
P amp F WVC wash basin (1st
quality IS 2556 Mark) of approved make with CI brackets duly painted 1 No 15 mm CP Pillar cock (IS 8934 Mark) amp 32 mm CP brass waste coupling of approved make 25 mm GI waste pipe complete including cutting amp making good the wall
-
Size 550 mm x 400 mm
Each
400
196800
787200
4 P amp F water closet Seat Covers with brass hinges complete
Solid PVC (ISI Marked) grade-I White for EWC
Each
400
35300
141200
5 P amp F CP lugs for toilet seat cover
Pair
400
7200
28800
6
P amp F Low level flushing cistern of 10 litres capacity (IS 2556 mark) of approved make with complete fittings CI brackets duly painted brass ball cock with ball (IS 1703 mark) complete including cutting and making good the wall
WVC with CP brass bend
Each
800
191000
1528000
7
P amp F Automatic Flushing Cistern of First quality ( IS 774 Mark) of approved make fitting syphon with copper tube CI brackets complete including cutting and making good the wall WVC (as per IS 2556) 10 litres
Each
400
98800
395200
8 P amp F Bottle Trap of approved make
CP Brass 32mm
Each
800
42500
340000
9 P amp F Waste Coupling with fittings of approved quality make
CP Brass 32mm Dia
Each
400
10800
43200
25
10
PampF Marble Urinal Partition slab both sides polished of approved design cut from marble size 900x600mm
Makrana II quality marble having light spots
Each
400
83900
335600
11
P amp F Looking Mirrors with PVC frame of approved make as per direction of Engineer-in-charge
Size 500x400mm
Sqm
400
26600
106400
12 P amp F Waste Pipe with all fittings
PVC with CP nut 32mm
Each
400
13200
52800
13 P amp F Toilet Shelf of approved qualitymake
Acrylic shelf on CP brass casted brackets amp guard rail of Commander equivalent make size 550 X 125 mm
Each
800
75500
604000
14 P amp F Towel Rail or Ring of approved qualitymake
CP brass Towel rail elbow type with concealed scrwes size 450mm (Heavy duty)
Each
400
34000
136000
15 P amp F Grating of approved qualitymake
Stainless steel sheet size 125mm dia Heavy Quality of approved make
Each
800
7000
56000
16 P amp F Liquid Soap Container with brackets complete of approved make
CP brass
Each
400
16000
64000
17 P amp F Toilet Paper Holder with rod of approved qualitymake
CP brass
Each
400
15000
60000
18 P amp F Soap dish or Tray of approved qualitymake
CP brass heavy amp Superior quality
Each
400
10500
42000
19 P amp F jet spray for water closet with CP Copper Tube flange of approved make
Each
400
26600
106400
20
P amp F GI pipes (internal work) with GI fittings (IS 1239 Mark) amp MS clamps including cutting and making good the walls and floors
Concealed pipe in wall including with anticorrosive bitumen paint
15 mm dia nominal bore B Class
Rmt
8000
17600
1408000
21
P amp F GI pipes (External work) with GI fittings (IS 1239 mark) including trenching amp refilling earth etc
15mm dia nominal bore B Class
Rmt
6000
13700
822000
25mm (-do-) B Class
Rmt
6000
21700
1302000
32mm (-do-) B Class
Rmt
6000
27000
1620000
22 Making connection of GI distribution branch with GI main including all fittings
26
Upto 25mm dia
Each
200
23000
46000
Beyond 25 mm amp upto 100 mm dia
Each
200
33800
67600
23
Fixing water meter (IS 779 mark) and stop cock in GI pipe line including making chamber of approved size excluding cost of water meter amp stop cock
Each
200
26700
53400
24 P amp F water meter (IS 779 mark) of approved make
15mm dia
Each
200
86300
172600
25 P amp F Pillar cocks (IS 8934 mark) of superior quality and approved make
CP Pillar cock 15 mm dia
Each
800
70800
566400
26
P amp F inlet connection (angle valves) superior quality of approved make CP inlet connection with 37mm long pipe amp nuts
Each
800
82800
662400
27
PampF bib cocks (IS 8931 mark) superior quality of approved make CP brass bib cock 15mm dia
Each
800
53600
428800
28
PampF Mixing range (15mm) CP one holeclose hole basin mixer with casted spout
Each
400
198600
794400
29
PampF stop cock (IS 8931 mark) superior quality of approved make CP brass concealed stop cock 15mm dia
Each
800
65700
525600
30 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 15mm
Each
400
27700
110800
31 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 25mm
Each
400
48100
192400
32
PampF rigid PVC Pipe (IS4985 mark) class II (4 Kg Cm
2) approved quality make including
joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia
PRM
3000
18800
564000
(b) 75 mm dia
PRM
4000
11900
476000
33
PampF rigid PVC pipe fittings (IS 4985 mark) of approved quality make including joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia bend
Each
800
11200
89600
(b) Plain tee 110mm dia
Each
800
13100
104800
(c) socket 110mm dia 8750
Each
800
7500
60000
(d) socket 75mm dia
Each
800
6100
48800
(e) Bend 75mm dia 8750
Each
1000
6800
68000
(f) Cowel 110mm dia
Each
1000
3900
39000
(g) Cowel 75mm dia
Each
1000
3000
30000
27
(h) 110mm dia door tee
Each
800
14500
116000
(j) 75mm dia with door tee
Each
800
12400
99200
34
PampF square mouth gully trap A grade (IS marked) of approved make complete with CI grating frame amp Cover masonry chamber in CM 16 100mm thick CC M-15 grade coping 12mm thick as per approved design amp type Trap size 150 X 100mm 72 kg CI cover with frame internal chamber size 300mm X 300mm
Each
400
99600
398400
35
Construction of Septic Tank in all types of soil with 40 cm thick masonry in CM 1 6 15 Cm thick CC bed of 1 5 10 M-15 grade CC flooring amp over stone slab covering 80mm thick slab jointing of slab in CM 1 3 Ralthal Kharanja 50 mm thick stone partition walls 20mm thick plaster in CM 1 6 finished with neat floating cement 4 Nos CI foot rests of approved design two No 450mm dia 25 Kg each CI cover with frame earth work etc complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr-
Size 400 X 140 X 150 cm (for 50 users)
Each
200
4506700
9013400
36
Construction of Soakage well in all types of soil 300 mm thick dry stone masonry top and bottom 300 mm course in CM 16 80mm thick stone slab jointing of slab in CM 1 3 Ralthal Kharanja 40 mm thick M-15 grade CC flooring earthwork including disposal of earth within a lead of 50 mtr
Size 300 Cm dia outside amp 300 cm depth
Each
200
1899700
3799400
37
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth upto 05 M
Each
600
432000
2592000
28
38
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth 05 to 10 M
Each
200
475000
950000
39
Providing Laying amp jointing glazed SW pipes grade `A` (IS651 marked) of approved make with spun yarn amp stiff mixture of cement mortar 11 excavation amp refilling of earth in all types of soil upto 12m depth SW fittings including testing of joints etc complete150mm dia
RM
15000
36900
5535000
40
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) all around SW pipe including 15 Cm thick bed concrete (Width W= Diameter of pipe in Cm+30 Cm)( Excluding cost of pipe)150mm dia
RM
15000
48500
7275000
41
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) upto haunches of SW pipes including 150 mm thick bed concrete (Width W= Dia of pipe in Cm+ 30Cm) concrete width to be reduced from width W at center of pipe to `0` at top of pipe (Excluding cost of pipe)
RM
25000
30600
7650000
Total
53818600
29
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Part -C Electrical Work based on
Electrical BSR 2013
1
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles18 SWG MS box with earth terminal 6 A switch 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
Medium point (up to 6 mtr)
P point 50
29300
1465000
Long point (up to 10 mtr)
P point 50
41500
2075000
2
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories 18 SWG 175 mm x 100 mm x 60 mm MS box with earth terminal 6 A switch 6 A socket 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
-
On board
P point 20
9100
182000
3
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles Moulded PVC Modular Box with 6 A Modular switchModular plate with grid plate screws making connections testing etc as required
-
Medium point (up to 6 mtr)
P point 50
33200
1660000
30
Long point (up to 10 mtr)
P point 50
45200
2260000
4
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories moulded PVC Modular box with earth terminal 6 A modular switch 6 A modular socket Modular plate with grid plate screws making connections testing etc as required
-
On board
P point 20
24400
488000
5
Supplying and drawing FR PVC insulated amp unsheathed flexible copper conductor ISI marked (IS694) of 11 kV grade and approved make in existing surface or recessed conduitcasing capping including making connections etc as required
-
1 x 15 sqmm
Mtr 100
1400
140000
2 x 15 sqmm
Mtr 200
2600
520000
2 x 25 sqmm
Mtr 100
4100
410000
4 x 25 sqmm
Mtr 100
8000
800000
6
PampF 240415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B C D tripping characteristic) ISI marked IS 8828(1996)] conforming to IEC 60898 in existing boardsheets including making connections testing etc as required
-
Single pole MCB
-
6 A to 32 A rating
Each 20
15100
302000
Double pole MCB
-
6 A to 32 A rating
Each 20
40100
802000
7
PampF 240415 V isolator conforming to IS13947-III IEC 60947-3 on existing board sheet including making connections testing etc as required
-
Double pole isolator
-
30 A 40 A rating
Each 20
29800
596000
63 A rating
Each 20
36700
734000
31
Four pole Isolator
-
63 A rating
Each 20
63100
1262000
8
PLaying PVC XLPE insulated amp PVC sheathed cable of 11 KV grade with aluminium conductor of IS1554 P-I IS 7098 P - I of Group 1 of approved make in ground as per IS1255 including excavation of 30cmx75cm size trench 25 cm thick under layer of sandIInd class bricks covering refilling earthcompaction of earth making necessary connection testing etc as required of size
-
100 Sqmm
-
3 core
Mtr 100
15100
1510000
4 core
Mtr 100
17000
1700000
160 Sqmm
-
3 core
Mtr 100
15900
1590000
4 core
Mtr 100
17800
1780000
350 Sqmm
-
35 core
Mtr 100
25200
2520000
9
Plate Earthing as per IS3043 with GI Earth plate of size 600mm x 600mm x 60mm by embodying 3 to 4 mtr below the ground level with 25 mm dia GI B class watering Pipe including all accessories like nut bolts reducer nipple wire meshed funnel and CC finished chamber covered with hinged type with locking arrangement CI Cover CI Frame of size300mm x 300mm complete with alternate layers of salt and cokecharcoal testing of earth resistance as required
Set 2
425000
850000
TOTAL
23646000
32
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Figure Words
Part -D NON BSR Items
1
Shortblasted paver blocks i shape wave shape rectangular shape square shape 60mm thick for colour paver inclusive of material costtax tranportation and unloading(rate-rs 1350m2) considering cement mortar(14)
SQM 80000 --------- -----------
----------
2
Providing and Fixing Cobbles on path way open court yards over 40mm thick base grinded Cement mortar 13 including keeping 10mm joint between cobbles filled with masaldar grinded Cement mortar11 complete in all respects The mortar should remain recessed by 5mm from the top surface of the cobble stone of approved shade Color It includes the cost of stone patties of size 150 x 225 mm at every 3 mtr internal in cobble pathway
(a) 150 mm thick
Sqm 150000 --------- -----------
----------
3
Providing and Fixing fine dressed kerb stone (Dand stone) along with path way gardeningtapperround with top edges in Cement mortar 13 including pointing with lime cream and stone dust with an admixture of pigment complete in all respect as per direction of Engineer incharge
(a) Size 100 x300mm fine dressed
Rmtr 40000 --------- -----------
----------
Total
-
9
GENERAL CONDITIONS OF CONTRACT 1 All the materials used shall be of approved quality and to the entire satisfaction of the General Manager-works RTDC Ltd
Jaipur
2 The General Manager-works RTDC Ltd Jaipur or the Engineer in charge reserves right for any additions and alternations or
omission in the tender and execution of works In case the Department supplies the material specified in the tender recovery for
the cost of supplied material from subsequent running Bill will be made
3 The Department shall pay to the contractor as detailed in special conditions of contract
4 The contractors isare to set out the work in accordance with the plans All lines to be accurately marked or otherwise to the
satisfaction of the Engineer in charge
5 The contractors shall meet the Engineer in charge or his representative at the works site whenever required
6 The contractors shall maintain and be represented on site at all times by a responsible and efficient EngineerArchitect who
thoroughly understands all the trades enrolled The Engineer in charge reserves the right to dismiss the Foremen and any
workmen who in his opinions are not sufficiently skilled or who neglect or refuse to obey instructions
7 The contractors shall be given one set of the plans free of charge
8 The General Manager-works RTDC Ltd Jaipur reserves the right of altering the drawings and nature of the work and adding
to or omitting any item of work or having portions of the same carried out departmentally or otherwise and such alterations or
variations shall be carried out without prejudice to the contract
9 The General Manager-works RTDC Ltd Jaipur reserves to the right to increase or decrease quantity of work or omit some part
of the work without violating the contract and for which he will not be held liable to compensation to the contractors
10 All plants machines and other equipments are to be arranged by contractor for the work
11 Any percentage rate tender containing item-wise rates and any item rate tender containing percentage rate below or above
estimatedscheduled rates will be summarily rejected
12 The Conditions of Contract shall govern sales tax or any other tax on materials or Income Tax in respect of the contract
Deduction of Income Tax at source will be made as per provisions of the Income Tax Act in force from time to time
13 If on check there are differences between the rate quoted by the Contractor in words and figures or in the amount worked out
by him the following procedure shall be followed -
(i) Where there is a difference between the rates in figures and words lower of the two rates shall be taken as valid and correct
rate
(ii) When the rate quoted by the contractor in figures and in words tallies but the amount is not worked out correctly the rate
quoted by the contractor shall be taken as correct and not the amount worked out
(iii) While quoting rates if raterates against any item or items are found to be omitted the rate given in the Schedule G by the
Department for such items will be taken into account while preparing comparative statement and contractor shall be bound to
execute such item on G Schedule rates
(iv) In case where percentage is given but the above or below not scored the tender will be non-responsive
14 The Contractor shall read the specifications and study the working drawings carefully before submitting the tender
15 After acceptance of the tender the Contractor or all partners (in the case of partnership firm) will append photographs and
signatures duly attested at the time of execution of agreement
16 Experience into similar nature of works for which tender invited and fulfill conditions of NIT
17 Contractors shall submit only unconditional tenders Conditional tenders are liable to be rejected similarly
Signature of Contractor
General Manager-Works
10
SPECIAL CONDITIONS OF CONTRACT
1 The Technical bid will be opened first on the day mentioned in the NIT Bidders will be evaluated as per norms set for
qualification in Technical bid and Financial bids of only those bidders will be opened which were qualify in the technical bid
2 Contractors bidding for the work should be reputed experienced contractors fulfilling the requirements laid down in the NIT
and well versed and working in the field Only those bidders will be considered qualified in the Technical bid who have
executed similar works to the tune of at least 13rd of the estimated value of the work (published in NIT) during last five
years (updated to current price level 100 per annum) and have the necessary technical expertise and support
machinery and administrative and financial capability to satisfactorily execute works in question for which they are bidding
3 The decision of the General Manager-works RTDC Ltd Jaipur or his representative on pre-qualification in the Technical bid
will be final amp binding
4 All raw materials will have to be brought to the site and all carving work will have to be executed only at site to qualify for
payment of running bills No payment of any material at or work done at place other than the site of work will be made
unless such material is brought to site and found acceptable to be used on the work
5 General conditions of contract special conditions of contract and specification of work as appended herewith in addition to
General condition of agreement will be applicable on this work In addition the PWD specifications will also be applicable
as relevant to the particular item of work
6 Work shall be carried out as per approved drawings and designs to be provided by the departmental architect engaged
7 Architectural work for the construction shall be of a high standard quality and pattern (class and style) to match the existing
work
8 All work shall be carried out as per approved samples of each element
9 The exposed surface of stonework will be suitably protected from damage disfigurement during the course of work and will
be cleaned and washed removing all spots etc for final acceptance on completion
10 All scaffolding shuttering TampP etc for the work shall have to be arranged by contractor at his own cost
11 The time for completion of work as given in the NIT shall be strictly adhered to and the work so planned as to be completed
within the scheduled period The contractor shall provide with a time schedule to the department for progressing with and
completing various stages of the work
12 Only best quality stone and other building materials shall be used in construction and all such material will be got approved
from the Engineer in-charge before use
13 Quantities of individual items can be increased invariably or even reduced withdrawn and specification and designs altered
at the discretion of Engineer in-charge and contractor will not be entitled to any compensation thereof for such alteration For
extra items if any rates will be decided based on market analysis to be provided by contractor
14 Contractor will give notice before any work is covered up Bad work will have to be redonereplaced at contractors cost
15 Full scale drawings form work for architectural stone work to be developed from drawings wherever necessary shall be got
prepared by contractor for prior approval before Signature of contractor
construction at his own cost and he will get these approved from the Engineer in-charge General Manager-Works RTDC
Ltd Jaipur who shall however be at liberty to modify such drawings form work and no extra payment shall be made for this
16 It will be the contractors responsibility to get the drawings formwork and sample of individual itemselements of work
approved from the departmental Architect Engineer before proceeding with manufacture of the same at site
17 The contractor shall provide adequate safety measures and proper insurance for his labour working at site and it shall be
done by contractor at his end Contractor shall settle all labour disputes at his own level The contractor shall observe all
labourfactory laws in force
18 Security deposit will be recovered from each running bill of contractor as per provisions of PWFampAR Earnest money will be
adjusted in the security deposit amount Security deposit shall be returned after one year satisfactory completion of the work
and on satisfactory performance of structure
19 No escalation will be payable even if the completion period exceeds that as stipulated
20 In case of unsatisfactory work by contractor or deliberate delaying the work without valid reasons the contract will be liable
to be terminated at the stage up to which acceptable work is done and paid for with no compensation of any sort payable to
contractor for withdrawal at that stage and possession of work executed at site will be taken over by Department In case of
any dispute the decision of the Department will be final and binding on the contractor
21 The bidder has to furnish with his technical bid (In prescribed Performarsquos Schedule 1-5)
Full information regarding financial resources and capability in Schedule-1 herewith(Photocopy to be made out of schedule)
a) Details of works of similar type and magnitude completed in last 5 years by the tenderer in Schedule II (Photocopy to be
made out of schedule)
b) Details of works bids and works to be completed in Schedule-III (Photocopy to be made out of schedule)
c) Details of technical supervisory personnel and master craftsman craftsman which he proposes to utilize for this work in
Schedule IV (Photocopy to be made out of schedule)
d) Details of plant and equipment proposed for use in the work in Schedule V (Photocopy to be made out of schedule)
11
e) The bidder should demonstrate that they have adequate financial resources (Over draft Credit Limit letter from bank)
Signature of Contractor
22 Bid capacity
(i) Bidders who meet the minimum qualifying criteria are to be evaluated further for Bid capacity as under -
(a) Maximum value of similar works executed in any one year during the last five years including current year (updated to the
current price level) extracted from schedule II which will take into account the completed and on going works
(b) Value of the existing commitments works (complete or partial) to be completed in the coming 12 months (up dated to the
current price level) Extracted from schedule III
(ii) Bid Capacity=(AxNx3-B) where
A=Maximum value of works executed in any one year during the last five years (updated to present price level) taking into
account the completed as well as works in progress
N=Number of years prescribed for completion of the works for which bids are invited herein (in years)
B=Value at present price level of existing commitments and on going works (at hand) to be executed during N period
The bidder will be post qualified only if his bid capacity is equal or more than the cost of work in question No contract may be
awarded to bidder lacking the financial and technical resources to undertake the work The decision of General Manager
(Works) Rajasthan Tourism Development Corporation Ltd Jaipur in this regard will be final and binding
NOTE -The present price level for turn over cost of completed works and amount of similar nature works (of a value at least 13rd of the estimated value of the work published in NIT during last five years) the previous years value shall be given weightage of 10 per year as following for the tendersbids invited by this department ndash
(a) For last year - 100 (b) For one year before - 110 (c) For two year before - 121 (d) For three year before - 133 (e) For four year before - 146
For current year the price level shall be 10
23 The right to qualify or not to qualify any or all the bidders without assigning any reason is reserved with the General Manager
(Works) Rajasthan Tourism Development Corporation Ltd Jaipur
24 Determination of Responsiveness
a) Prior to the detailed evaluation of bids the General Manager (Works) Rajasthan Tourism Development Corporation Ltd
JAIPUR will determine whether each bid is substantially responsive to the requirements of the bidding documents
b) For the purpose of this clause a substantially responsive bid is one which has required capacity capability and financial
resources and whose bid conforms to all the terms conditions and specifications of the bidding documents without
material deviation or reservation A material deviation or reservation is one which affects in any substantial way the
scope quality or performance of the works or which limits in any substantial way the General Manager (Works)
Rajasthan Tourism Development Corporation Ltd JAIPURrsquoS right or the Bidders obligations under the contract and the
rectification of which deviation or reservation would effect unfairly the competitive position of other bidders presenting
substantially responsive bids
c) if a bid is not substantially responsive to the requirements of the bidding documents it will be rejected and may not
subsequently be made responsive by the bidder having corrected or withdrawn the nonconforming deviation or
reservation
25 Construction programme ndash
1) Within the time stated in this contract the Contractor shall after the acceptance of his tender submit to the General Manager
(Works) Rajasthan Tourism Development Corporation Ltd JAIPUR for approval programme together with bar chart PERT
chart
2) proposed deployment of machinery etc showing the order of procedure in which he proposes to carryout the works The
contractor shall provide in writing general description the arrangements deployment of equipment work planning and
methods which he proposes to adopt for the execution of the works
3) If at any time it should appear to the Department that actual progress of the work does not conform to the approved
programme referred to in sub-clause (1) of this clause the Contractor shall produce at the request of the Department a
revised programme showing the modifications to the approved programme necessary to ensure completion of the works
within the time for completion
4) The submission to and approval by the Department of such programmers or the furnishing of such particulars shall not
relieve the contractor of any of his duties or responsibilities under the contract
5) The contractor shall submit within 30 days after the date of notice to proceed with the work a detailed construction
programme to suit the programme of completion for the entire contract period This programme shall be reviewed and
revised every half year at the beginning of the working season to plan timely action for making up the slippages occurred in
the previous season to suit the stipulated period of completion (including mile stones) as extended from time to time
26 Materials workmanship period and certificates of Maintenance and Defect Liability etc
All materials and workmanship shall be of the respective kinds described in the contract and in accordance with the
ArchitectsEngineer instructions and shall be subjected from time to time to such tests as the Engineer may direct at the
place of manufacture or fabrication or on the site or at such other place or places as may be specified in the Contract or at
all or any of such places The contractor shall install quality control laboratory and provide such assistance instruments
machines labour and materials as are normally required for examining measuring and test in any work and the quality
weight or quantity of any material used and shall supply samples of materials before incorporation in the works for testing as
may be selected and required by the Engineer-in-charge
12
Signature of Contractor
27 Period of maintenance and Defects liability
The Contractor shall be responsible to make good within such period as maybe stipulated by the Engineer in-charge any
defect which may develop or may be noticed during period of maintenance of 12 months from the certified date of
completion and which is attributable to the contractor All notice of such defect shall be given to the Contractor promptly In
case the contractor fails to make good the defects the Engineer in-charge may employ other persons to make good such
defects and all expenses consequent thereof and incidental thereto shall be recoverable from the Contractor In the event
the employer takes over portions of work as they are completed the liability of the contractor under this clause for these
portions shall extend to a period of 24 months from the actual dates on which portions of the works are taken over
28 The successful biddercontractor is required to undertake detailed photo recording documentation by still photography
videography of the entire work prior to commencement and the same has to be deposited with the Engineer in charge of
RAJASTHAN TOURISM DEVELOPMENT CORPORATION JAIPUR in two copies immediately Before dismantling any old
work to redo this still photography with specifically putting some identity mark number of the portion by any specified means
has to be done and this to be got checked and certified by Engineer In charge and recorded specifically in the measurement
book (MB) A written permission from the Engineer in charge before commencement of executing such work is essential for
execution as well as for payments
During the work in progress and after its completion also photo documentation is necessary and the photos before amp after
completion of portion of work are essentially to be enclosed with the bill for payment
Signature of Contractor
GENERAL MANAGER (WORKS)
13
SCHEDULE-I
FINANCIAL RESOURCES AND CAPABILITY
(PURSUANT TO CLAUSE 26) 1 Name of Applicant
2 Name of Partner Director
3 Capital
(a) Authorised
(b) ii
4 (a) WhetheCategory of Enlisted in Govt
(b) Details Details of the work completed and applicants performance record for last five years
(information to be furnished in Schedule II in India
(c) Details of works in hand applicants performance record for last five years (Information to be
furnished in Schedule-III)
5 Furnish Balance Sheet and profit and loss statement with auditorrsquos report for the last three years
6 The information on the following aspects should be specifically furnished
(i) Working capital and net worth
(ii) Turnover for the years
a
b
c
(iii) Gross income in years in India
(i)
(ii)
(iii)
(iv) Quick ratio or acid test ration (Quick assets to current liabilities)
7 What is the maximum annual turnover of the project that you can handle (Financial Projection)
8 Have you ever been denied tendering facilities by any Governmental DepartmentPublic Sector
undertaking
(If yes Please give details)
9 List of your source of finance
10 Certificate of financial soundness by Bank
11 Name and address of Bank from whom reference can be obtained
12 Have you ever been declared bankrupt
(if yes please give details)
Signature of Contractor
14
SCHEDULE-II WORKS OF SIMILAR MAGNITUDE TO THE WORK UNDER CONSIDERATION COMPLETED BY THE
APPLICANT IN LAST FIVE YEARS IN INDIA
(Pursuant to Clause 26)
SNo Na
me
of
wor
k
Place
amp
State
Tender
awardi
ng
Agency
Tender
ed Cost
Stipulate
d time of
Completi
on
Time in
which
complete
d
Date
of
comp
letion
Reason
for
Delay
Principal
features
of work
done
Value of
work done
1 2 3 4 5 6 7 8 9 10 11
Year
Year
Year
Signature of Contractor
15
SCHEDULE-III WORKS TENDERED FOR amp WORKS TO BE COMPLETED AS ON THE DATE OF SUBMISSION OF
APPLICATION IN INDIA
(pursuant Clause 26)
SNo Name
of
work
Place
amp
State
Work on Hand Work tendered for
Tender
Cost amp
Date
or
award
Stipulated
period of
Completion
Cost of
work
remaining
to be
executed
Antici
pated
Date
of
compl
eted
Estimate
d cost
(Rs In
Lakh)
Date
when
decisio
n
expecte
d
Stipulate
d Date
period of
Completi
on
Remar
ks
1 2 3 4 5 6 7 8 9 10 11
Year
Year
Year
Signature of Contractor
16
SCHEDULE- IV
Details of Key Personnel intended to be employed for this work
(use separate sheet if necessary)
(Pursuant to clause 26)
S No Name of Person Qualification Designation Experience Work to be
put on
A Technical Personnel
(1)
(2)
(3)
(4)
B Administrative Personnel
(1)
(2)
(3)
(4)
C Master Craftsmen
(1)
(2)
(3)
(4)
D Craftsmen
(1)
(2)
(3)
(4)
E Any other (1)
(2)
(3)
(4)
Signature of Contractor
17
SCHEDULE- V
DETAILS OF MAJOR ITEMS OF CONSTRUCTION PLANT AVAILABLE FOR THIS WORK
S No
Particulars Make Year of manufacture
Nos Whether owned or confirmed lease
1 Lime mortar Mill
2 Scaffolding Material
3 Movable Gantry
Crane etc
4 Any other TampP for
the purpose
5
6
7
8
Signature of Contractor
18
RAJASTHAN TOURISM DEVELOPMENT CORPORATION LIMITED JAIPUR
(WORKS DIVISION)
TENDER DOCUMENT (Financial Bid)
E-Tender (NIT No) 082016-17
Name of work- Development of Craft Haat amp Administrative Block
Restoration Conservation work Stained GssMirror
Signature of Contractor
19
Rajasthan Tourism Development Corporation Ltd Jaipur
Name of Work - Development of Craft Haat amp Administrative Block
Schedule G
SNo Particulars Amount in Rs 1 Part -A Civil Work Based on PWD BSR 2014 1453150650
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part A Civil work ---------------------
2 Part -B Sanitary Work Based on PWD BSR 2014 53818600
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part B Civil work ---------------------
3 Part -C Electrical Work based on Electrical BSR 2013 23646000
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part C Civil work ---------------------
4 Part -D NON BSR Items -
Total
Signature of the Contractor General Manager Works
with full address RTDC Ltd Jaipur
Rajasthan
20
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE AMOUNT
Part -A Based on PWD BSR 2014
1
Earth work in rough excavation banking excavated earth in layers not exceeding 20cm in depth breaking clods watering rolling each layer with 12 tonne roller or stone or steel rammers and rolling every 3rd and top- most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads flood banks marginal banks and guide banks or filling up ground depressions lead up to 50 Mtr and lift up to 15 Mtr All kinds of soil
CUM
25000
23600
5900000
2
Earth work in excavation by mechanical means (hydraulic excavator) by manual means in foundation trenches or drains (not exceeding 15m in width or 10 sum on plan) including dressing of sides and ramming of bottom lift upto 15m including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed with in a lead of 50m of all kinds of soil
CUM
11000
15500
1705000
3
Filling available excavated earth (excluding rock) in trenches plinth side of foundation etc in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift
CUM
20000
5600
1120000
4
Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand
CUM
15000
88700
13305000
5
Providing and laying in position cement concrete including curing compaction etc complete in specified grade excluding the cost
of centering and shuttering - All work up to
plinth level
-
M10 grade Nominal Mix 1 3 6 (1 cement 3 coarse sand 6 graded stone aggregate 20mm nominal size)
CUM
15000
333125
49968750
21
6
Providing and laying damp-proof course with cement concrete grade M-150 (1 2 4) mortar prepared with 1 solution of water-proof compound complete as per specification 75mm thick
SQM
25000
47250
11812500
7
providing and laying in position specified grade of cememt concrete for all RCC structural elements upto plinth level including curing compaction finishing with rendering in cement sand mortar 13 (1cement3 coarse sand) and making good the joints and cost of the plasticizers(if required) excluding the cost of centeringshuttering and reinforcement M20 grade Nominal mixdesign Mix
CUM
27500
411200
113080000
8
Centering and Shuttering with plywood or steel sheets including strutting propping bracing both ways and removal of formwork for foundation footings strap beam raft bases of columns etc
SQM
250000
13700
34250000
9
Providing and fabricating reinforcement for RCC work including straightening cutting bending placing in position and binding (including cost of binding wire) all complete up to floor five level (Cold twisted deformed bars (IS 1786))
Kg
3000000
7400
222000000
10
Brick work with FPS bricks of class designation 75 in foundation and plinth with bricks -cement mortar 14 (1cement 4 coarse sand) CUM
65000
383100
249015000
11
Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in
-
Cement Mortar 13 ( 1-Cement 3-Sand)
CUM
11000
305500
33605000
Cement Mortar 14 ( 1-Cement 4-Sand)
CUM
58000
275600
159848000
12
Providing and fixing wood panelling or panelling and glazing in panelled or panelled and glazed shutters for doors windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured) Panelling for panelled and glazed shutter 25 mm to 40 mm thick
-
Nigeria wood Grade I
SQM
1500
194300
2914500
13
Extra for providing IS 1341-1992 marked Stainless Steel butt hinges instead of black enamelled MS butt hinges with necessary screws (Shutter area to be measured)
SQM
1500
11000
165000
22
14
Providing and fixing 18 mm thick 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I IS 3087 marked including top cover of 6 mm commercial ply wood conforming to IS 303 BWR grade nickel plate MS 20 mm dia curtain rod with nickel plated bracked including fixing with 25x3 mm MS flat 10 cm long all complete
Mtr
3500
29600
1036000
15
Supplying and fixing rolling shutters of approved make made of 80 x 125mm MS laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets side guides and arrangements for inside and outside locking with push and pull operation complete including cost of spring hooks providing and fixing necessary 253cm long wire springs grade No 2 and MS top cover 125mm thick for rolling shutters as per design amp IS 6248- 1979 (Clear openable area to be measured for payment)
SQM
60000
179600
107760000
16
Precast terrazo tiles of approved make 20mm thick with marble chips of size upto 6mm laid in floors and landing jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20mm thick bed of cement sand mortar 1 4 Light shade using white cement
SQM
95000
47000
44650000
17
Plaster on new surface on walls in cement sand mortar 14 including racking of joints etc complete fine finish -12mm thk
SQM
850000
11800
100300000
18
Providing and applying two coats of fire retardant paint unthinned on cleaned woodply surface 35 sum per litre per coat including preparation of base surface as per recommendations of manufacturer to make the surface fire retardant
SQM
850000
31100
264350000
23
19
Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying a) after surface preparation first layer of slurry of cement 0488 kgsqm mixed with water proffing cement compound 0253 kgsqm b) laying second layer of Fiber glass cloth when the first layer is still green Overlaps of joints of fiber cloth should not be less than 10 cm c) Third layer of 15 mm thickness consisting of slurry of cement 1289 kgsqm mixed with water proffing cement compound 0670 kgsqm and coarse sand 1289 kgsqm This will be allowed to air cure for 4 hours followed by water curing for 48 hours The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around d) fourth and final layer of brick tiling lsquowith cement mortar or any other approved protective coarse (which will be paid for separately) For the purpose of measurement the entire treated surface will be measured )
SQM
95000
33800
32110000
20
Laying of lawns including ploughing levelling breaking of clods manuring amp removal of stones etc(Cost of manure or extra good earth to be paid seperately) Maintenance of lawns for 30 daysor more till the grass forms a thick lawns free from weeds amp fit for moving in the duration of planting if lawn die some where the contractor will replant it at his own cost
100 SQM
774
550000
4255900
Total
1453150650
24
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT
Part -B Sanitary Work Based on PWD BSR
2014
1
P amp F Indian type white glazed vitreous china 1st quality WC orissa pan (IS 2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor
-
Size 530x410mm
Each
400
194500
778000
2
P amp F lst quality WVC Urinal (IS2556 mark) with 25mm dia GI waste pipe dome waste couplings concealed iron brackets or screws etc complete
-
Flat Back (small) size 456x355x265mm
Each
400
133200
532800
3
P amp F WVC wash basin (1st
quality IS 2556 Mark) of approved make with CI brackets duly painted 1 No 15 mm CP Pillar cock (IS 8934 Mark) amp 32 mm CP brass waste coupling of approved make 25 mm GI waste pipe complete including cutting amp making good the wall
-
Size 550 mm x 400 mm
Each
400
196800
787200
4 P amp F water closet Seat Covers with brass hinges complete
Solid PVC (ISI Marked) grade-I White for EWC
Each
400
35300
141200
5 P amp F CP lugs for toilet seat cover
Pair
400
7200
28800
6
P amp F Low level flushing cistern of 10 litres capacity (IS 2556 mark) of approved make with complete fittings CI brackets duly painted brass ball cock with ball (IS 1703 mark) complete including cutting and making good the wall
WVC with CP brass bend
Each
800
191000
1528000
7
P amp F Automatic Flushing Cistern of First quality ( IS 774 Mark) of approved make fitting syphon with copper tube CI brackets complete including cutting and making good the wall WVC (as per IS 2556) 10 litres
Each
400
98800
395200
8 P amp F Bottle Trap of approved make
CP Brass 32mm
Each
800
42500
340000
9 P amp F Waste Coupling with fittings of approved quality make
CP Brass 32mm Dia
Each
400
10800
43200
25
10
PampF Marble Urinal Partition slab both sides polished of approved design cut from marble size 900x600mm
Makrana II quality marble having light spots
Each
400
83900
335600
11
P amp F Looking Mirrors with PVC frame of approved make as per direction of Engineer-in-charge
Size 500x400mm
Sqm
400
26600
106400
12 P amp F Waste Pipe with all fittings
PVC with CP nut 32mm
Each
400
13200
52800
13 P amp F Toilet Shelf of approved qualitymake
Acrylic shelf on CP brass casted brackets amp guard rail of Commander equivalent make size 550 X 125 mm
Each
800
75500
604000
14 P amp F Towel Rail or Ring of approved qualitymake
CP brass Towel rail elbow type with concealed scrwes size 450mm (Heavy duty)
Each
400
34000
136000
15 P amp F Grating of approved qualitymake
Stainless steel sheet size 125mm dia Heavy Quality of approved make
Each
800
7000
56000
16 P amp F Liquid Soap Container with brackets complete of approved make
CP brass
Each
400
16000
64000
17 P amp F Toilet Paper Holder with rod of approved qualitymake
CP brass
Each
400
15000
60000
18 P amp F Soap dish or Tray of approved qualitymake
CP brass heavy amp Superior quality
Each
400
10500
42000
19 P amp F jet spray for water closet with CP Copper Tube flange of approved make
Each
400
26600
106400
20
P amp F GI pipes (internal work) with GI fittings (IS 1239 Mark) amp MS clamps including cutting and making good the walls and floors
Concealed pipe in wall including with anticorrosive bitumen paint
15 mm dia nominal bore B Class
Rmt
8000
17600
1408000
21
P amp F GI pipes (External work) with GI fittings (IS 1239 mark) including trenching amp refilling earth etc
15mm dia nominal bore B Class
Rmt
6000
13700
822000
25mm (-do-) B Class
Rmt
6000
21700
1302000
32mm (-do-) B Class
Rmt
6000
27000
1620000
22 Making connection of GI distribution branch with GI main including all fittings
26
Upto 25mm dia
Each
200
23000
46000
Beyond 25 mm amp upto 100 mm dia
Each
200
33800
67600
23
Fixing water meter (IS 779 mark) and stop cock in GI pipe line including making chamber of approved size excluding cost of water meter amp stop cock
Each
200
26700
53400
24 P amp F water meter (IS 779 mark) of approved make
15mm dia
Each
200
86300
172600
25 P amp F Pillar cocks (IS 8934 mark) of superior quality and approved make
CP Pillar cock 15 mm dia
Each
800
70800
566400
26
P amp F inlet connection (angle valves) superior quality of approved make CP inlet connection with 37mm long pipe amp nuts
Each
800
82800
662400
27
PampF bib cocks (IS 8931 mark) superior quality of approved make CP brass bib cock 15mm dia
Each
800
53600
428800
28
PampF Mixing range (15mm) CP one holeclose hole basin mixer with casted spout
Each
400
198600
794400
29
PampF stop cock (IS 8931 mark) superior quality of approved make CP brass concealed stop cock 15mm dia
Each
800
65700
525600
30 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 15mm
Each
400
27700
110800
31 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 25mm
Each
400
48100
192400
32
PampF rigid PVC Pipe (IS4985 mark) class II (4 Kg Cm
2) approved quality make including
joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia
PRM
3000
18800
564000
(b) 75 mm dia
PRM
4000
11900
476000
33
PampF rigid PVC pipe fittings (IS 4985 mark) of approved quality make including joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia bend
Each
800
11200
89600
(b) Plain tee 110mm dia
Each
800
13100
104800
(c) socket 110mm dia 8750
Each
800
7500
60000
(d) socket 75mm dia
Each
800
6100
48800
(e) Bend 75mm dia 8750
Each
1000
6800
68000
(f) Cowel 110mm dia
Each
1000
3900
39000
(g) Cowel 75mm dia
Each
1000
3000
30000
27
(h) 110mm dia door tee
Each
800
14500
116000
(j) 75mm dia with door tee
Each
800
12400
99200
34
PampF square mouth gully trap A grade (IS marked) of approved make complete with CI grating frame amp Cover masonry chamber in CM 16 100mm thick CC M-15 grade coping 12mm thick as per approved design amp type Trap size 150 X 100mm 72 kg CI cover with frame internal chamber size 300mm X 300mm
Each
400
99600
398400
35
Construction of Septic Tank in all types of soil with 40 cm thick masonry in CM 1 6 15 Cm thick CC bed of 1 5 10 M-15 grade CC flooring amp over stone slab covering 80mm thick slab jointing of slab in CM 1 3 Ralthal Kharanja 50 mm thick stone partition walls 20mm thick plaster in CM 1 6 finished with neat floating cement 4 Nos CI foot rests of approved design two No 450mm dia 25 Kg each CI cover with frame earth work etc complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr-
Size 400 X 140 X 150 cm (for 50 users)
Each
200
4506700
9013400
36
Construction of Soakage well in all types of soil 300 mm thick dry stone masonry top and bottom 300 mm course in CM 16 80mm thick stone slab jointing of slab in CM 1 3 Ralthal Kharanja 40 mm thick M-15 grade CC flooring earthwork including disposal of earth within a lead of 50 mtr
Size 300 Cm dia outside amp 300 cm depth
Each
200
1899700
3799400
37
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth upto 05 M
Each
600
432000
2592000
28
38
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth 05 to 10 M
Each
200
475000
950000
39
Providing Laying amp jointing glazed SW pipes grade `A` (IS651 marked) of approved make with spun yarn amp stiff mixture of cement mortar 11 excavation amp refilling of earth in all types of soil upto 12m depth SW fittings including testing of joints etc complete150mm dia
RM
15000
36900
5535000
40
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) all around SW pipe including 15 Cm thick bed concrete (Width W= Diameter of pipe in Cm+30 Cm)( Excluding cost of pipe)150mm dia
RM
15000
48500
7275000
41
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) upto haunches of SW pipes including 150 mm thick bed concrete (Width W= Dia of pipe in Cm+ 30Cm) concrete width to be reduced from width W at center of pipe to `0` at top of pipe (Excluding cost of pipe)
RM
25000
30600
7650000
Total
53818600
29
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Part -C Electrical Work based on
Electrical BSR 2013
1
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles18 SWG MS box with earth terminal 6 A switch 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
Medium point (up to 6 mtr)
P point 50
29300
1465000
Long point (up to 10 mtr)
P point 50
41500
2075000
2
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories 18 SWG 175 mm x 100 mm x 60 mm MS box with earth terminal 6 A switch 6 A socket 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
-
On board
P point 20
9100
182000
3
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles Moulded PVC Modular Box with 6 A Modular switchModular plate with grid plate screws making connections testing etc as required
-
Medium point (up to 6 mtr)
P point 50
33200
1660000
30
Long point (up to 10 mtr)
P point 50
45200
2260000
4
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories moulded PVC Modular box with earth terminal 6 A modular switch 6 A modular socket Modular plate with grid plate screws making connections testing etc as required
-
On board
P point 20
24400
488000
5
Supplying and drawing FR PVC insulated amp unsheathed flexible copper conductor ISI marked (IS694) of 11 kV grade and approved make in existing surface or recessed conduitcasing capping including making connections etc as required
-
1 x 15 sqmm
Mtr 100
1400
140000
2 x 15 sqmm
Mtr 200
2600
520000
2 x 25 sqmm
Mtr 100
4100
410000
4 x 25 sqmm
Mtr 100
8000
800000
6
PampF 240415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B C D tripping characteristic) ISI marked IS 8828(1996)] conforming to IEC 60898 in existing boardsheets including making connections testing etc as required
-
Single pole MCB
-
6 A to 32 A rating
Each 20
15100
302000
Double pole MCB
-
6 A to 32 A rating
Each 20
40100
802000
7
PampF 240415 V isolator conforming to IS13947-III IEC 60947-3 on existing board sheet including making connections testing etc as required
-
Double pole isolator
-
30 A 40 A rating
Each 20
29800
596000
63 A rating
Each 20
36700
734000
31
Four pole Isolator
-
63 A rating
Each 20
63100
1262000
8
PLaying PVC XLPE insulated amp PVC sheathed cable of 11 KV grade with aluminium conductor of IS1554 P-I IS 7098 P - I of Group 1 of approved make in ground as per IS1255 including excavation of 30cmx75cm size trench 25 cm thick under layer of sandIInd class bricks covering refilling earthcompaction of earth making necessary connection testing etc as required of size
-
100 Sqmm
-
3 core
Mtr 100
15100
1510000
4 core
Mtr 100
17000
1700000
160 Sqmm
-
3 core
Mtr 100
15900
1590000
4 core
Mtr 100
17800
1780000
350 Sqmm
-
35 core
Mtr 100
25200
2520000
9
Plate Earthing as per IS3043 with GI Earth plate of size 600mm x 600mm x 60mm by embodying 3 to 4 mtr below the ground level with 25 mm dia GI B class watering Pipe including all accessories like nut bolts reducer nipple wire meshed funnel and CC finished chamber covered with hinged type with locking arrangement CI Cover CI Frame of size300mm x 300mm complete with alternate layers of salt and cokecharcoal testing of earth resistance as required
Set 2
425000
850000
TOTAL
23646000
32
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Figure Words
Part -D NON BSR Items
1
Shortblasted paver blocks i shape wave shape rectangular shape square shape 60mm thick for colour paver inclusive of material costtax tranportation and unloading(rate-rs 1350m2) considering cement mortar(14)
SQM 80000 --------- -----------
----------
2
Providing and Fixing Cobbles on path way open court yards over 40mm thick base grinded Cement mortar 13 including keeping 10mm joint between cobbles filled with masaldar grinded Cement mortar11 complete in all respects The mortar should remain recessed by 5mm from the top surface of the cobble stone of approved shade Color It includes the cost of stone patties of size 150 x 225 mm at every 3 mtr internal in cobble pathway
(a) 150 mm thick
Sqm 150000 --------- -----------
----------
3
Providing and Fixing fine dressed kerb stone (Dand stone) along with path way gardeningtapperround with top edges in Cement mortar 13 including pointing with lime cream and stone dust with an admixture of pigment complete in all respect as per direction of Engineer incharge
(a) Size 100 x300mm fine dressed
Rmtr 40000 --------- -----------
----------
Total
-
10
SPECIAL CONDITIONS OF CONTRACT
1 The Technical bid will be opened first on the day mentioned in the NIT Bidders will be evaluated as per norms set for
qualification in Technical bid and Financial bids of only those bidders will be opened which were qualify in the technical bid
2 Contractors bidding for the work should be reputed experienced contractors fulfilling the requirements laid down in the NIT
and well versed and working in the field Only those bidders will be considered qualified in the Technical bid who have
executed similar works to the tune of at least 13rd of the estimated value of the work (published in NIT) during last five
years (updated to current price level 100 per annum) and have the necessary technical expertise and support
machinery and administrative and financial capability to satisfactorily execute works in question for which they are bidding
3 The decision of the General Manager-works RTDC Ltd Jaipur or his representative on pre-qualification in the Technical bid
will be final amp binding
4 All raw materials will have to be brought to the site and all carving work will have to be executed only at site to qualify for
payment of running bills No payment of any material at or work done at place other than the site of work will be made
unless such material is brought to site and found acceptable to be used on the work
5 General conditions of contract special conditions of contract and specification of work as appended herewith in addition to
General condition of agreement will be applicable on this work In addition the PWD specifications will also be applicable
as relevant to the particular item of work
6 Work shall be carried out as per approved drawings and designs to be provided by the departmental architect engaged
7 Architectural work for the construction shall be of a high standard quality and pattern (class and style) to match the existing
work
8 All work shall be carried out as per approved samples of each element
9 The exposed surface of stonework will be suitably protected from damage disfigurement during the course of work and will
be cleaned and washed removing all spots etc for final acceptance on completion
10 All scaffolding shuttering TampP etc for the work shall have to be arranged by contractor at his own cost
11 The time for completion of work as given in the NIT shall be strictly adhered to and the work so planned as to be completed
within the scheduled period The contractor shall provide with a time schedule to the department for progressing with and
completing various stages of the work
12 Only best quality stone and other building materials shall be used in construction and all such material will be got approved
from the Engineer in-charge before use
13 Quantities of individual items can be increased invariably or even reduced withdrawn and specification and designs altered
at the discretion of Engineer in-charge and contractor will not be entitled to any compensation thereof for such alteration For
extra items if any rates will be decided based on market analysis to be provided by contractor
14 Contractor will give notice before any work is covered up Bad work will have to be redonereplaced at contractors cost
15 Full scale drawings form work for architectural stone work to be developed from drawings wherever necessary shall be got
prepared by contractor for prior approval before Signature of contractor
construction at his own cost and he will get these approved from the Engineer in-charge General Manager-Works RTDC
Ltd Jaipur who shall however be at liberty to modify such drawings form work and no extra payment shall be made for this
16 It will be the contractors responsibility to get the drawings formwork and sample of individual itemselements of work
approved from the departmental Architect Engineer before proceeding with manufacture of the same at site
17 The contractor shall provide adequate safety measures and proper insurance for his labour working at site and it shall be
done by contractor at his end Contractor shall settle all labour disputes at his own level The contractor shall observe all
labourfactory laws in force
18 Security deposit will be recovered from each running bill of contractor as per provisions of PWFampAR Earnest money will be
adjusted in the security deposit amount Security deposit shall be returned after one year satisfactory completion of the work
and on satisfactory performance of structure
19 No escalation will be payable even if the completion period exceeds that as stipulated
20 In case of unsatisfactory work by contractor or deliberate delaying the work without valid reasons the contract will be liable
to be terminated at the stage up to which acceptable work is done and paid for with no compensation of any sort payable to
contractor for withdrawal at that stage and possession of work executed at site will be taken over by Department In case of
any dispute the decision of the Department will be final and binding on the contractor
21 The bidder has to furnish with his technical bid (In prescribed Performarsquos Schedule 1-5)
Full information regarding financial resources and capability in Schedule-1 herewith(Photocopy to be made out of schedule)
a) Details of works of similar type and magnitude completed in last 5 years by the tenderer in Schedule II (Photocopy to be
made out of schedule)
b) Details of works bids and works to be completed in Schedule-III (Photocopy to be made out of schedule)
c) Details of technical supervisory personnel and master craftsman craftsman which he proposes to utilize for this work in
Schedule IV (Photocopy to be made out of schedule)
d) Details of plant and equipment proposed for use in the work in Schedule V (Photocopy to be made out of schedule)
11
e) The bidder should demonstrate that they have adequate financial resources (Over draft Credit Limit letter from bank)
Signature of Contractor
22 Bid capacity
(i) Bidders who meet the minimum qualifying criteria are to be evaluated further for Bid capacity as under -
(a) Maximum value of similar works executed in any one year during the last five years including current year (updated to the
current price level) extracted from schedule II which will take into account the completed and on going works
(b) Value of the existing commitments works (complete or partial) to be completed in the coming 12 months (up dated to the
current price level) Extracted from schedule III
(ii) Bid Capacity=(AxNx3-B) where
A=Maximum value of works executed in any one year during the last five years (updated to present price level) taking into
account the completed as well as works in progress
N=Number of years prescribed for completion of the works for which bids are invited herein (in years)
B=Value at present price level of existing commitments and on going works (at hand) to be executed during N period
The bidder will be post qualified only if his bid capacity is equal or more than the cost of work in question No contract may be
awarded to bidder lacking the financial and technical resources to undertake the work The decision of General Manager
(Works) Rajasthan Tourism Development Corporation Ltd Jaipur in this regard will be final and binding
NOTE -The present price level for turn over cost of completed works and amount of similar nature works (of a value at least 13rd of the estimated value of the work published in NIT during last five years) the previous years value shall be given weightage of 10 per year as following for the tendersbids invited by this department ndash
(a) For last year - 100 (b) For one year before - 110 (c) For two year before - 121 (d) For three year before - 133 (e) For four year before - 146
For current year the price level shall be 10
23 The right to qualify or not to qualify any or all the bidders without assigning any reason is reserved with the General Manager
(Works) Rajasthan Tourism Development Corporation Ltd Jaipur
24 Determination of Responsiveness
a) Prior to the detailed evaluation of bids the General Manager (Works) Rajasthan Tourism Development Corporation Ltd
JAIPUR will determine whether each bid is substantially responsive to the requirements of the bidding documents
b) For the purpose of this clause a substantially responsive bid is one which has required capacity capability and financial
resources and whose bid conforms to all the terms conditions and specifications of the bidding documents without
material deviation or reservation A material deviation or reservation is one which affects in any substantial way the
scope quality or performance of the works or which limits in any substantial way the General Manager (Works)
Rajasthan Tourism Development Corporation Ltd JAIPURrsquoS right or the Bidders obligations under the contract and the
rectification of which deviation or reservation would effect unfairly the competitive position of other bidders presenting
substantially responsive bids
c) if a bid is not substantially responsive to the requirements of the bidding documents it will be rejected and may not
subsequently be made responsive by the bidder having corrected or withdrawn the nonconforming deviation or
reservation
25 Construction programme ndash
1) Within the time stated in this contract the Contractor shall after the acceptance of his tender submit to the General Manager
(Works) Rajasthan Tourism Development Corporation Ltd JAIPUR for approval programme together with bar chart PERT
chart
2) proposed deployment of machinery etc showing the order of procedure in which he proposes to carryout the works The
contractor shall provide in writing general description the arrangements deployment of equipment work planning and
methods which he proposes to adopt for the execution of the works
3) If at any time it should appear to the Department that actual progress of the work does not conform to the approved
programme referred to in sub-clause (1) of this clause the Contractor shall produce at the request of the Department a
revised programme showing the modifications to the approved programme necessary to ensure completion of the works
within the time for completion
4) The submission to and approval by the Department of such programmers or the furnishing of such particulars shall not
relieve the contractor of any of his duties or responsibilities under the contract
5) The contractor shall submit within 30 days after the date of notice to proceed with the work a detailed construction
programme to suit the programme of completion for the entire contract period This programme shall be reviewed and
revised every half year at the beginning of the working season to plan timely action for making up the slippages occurred in
the previous season to suit the stipulated period of completion (including mile stones) as extended from time to time
26 Materials workmanship period and certificates of Maintenance and Defect Liability etc
All materials and workmanship shall be of the respective kinds described in the contract and in accordance with the
ArchitectsEngineer instructions and shall be subjected from time to time to such tests as the Engineer may direct at the
place of manufacture or fabrication or on the site or at such other place or places as may be specified in the Contract or at
all or any of such places The contractor shall install quality control laboratory and provide such assistance instruments
machines labour and materials as are normally required for examining measuring and test in any work and the quality
weight or quantity of any material used and shall supply samples of materials before incorporation in the works for testing as
may be selected and required by the Engineer-in-charge
12
Signature of Contractor
27 Period of maintenance and Defects liability
The Contractor shall be responsible to make good within such period as maybe stipulated by the Engineer in-charge any
defect which may develop or may be noticed during period of maintenance of 12 months from the certified date of
completion and which is attributable to the contractor All notice of such defect shall be given to the Contractor promptly In
case the contractor fails to make good the defects the Engineer in-charge may employ other persons to make good such
defects and all expenses consequent thereof and incidental thereto shall be recoverable from the Contractor In the event
the employer takes over portions of work as they are completed the liability of the contractor under this clause for these
portions shall extend to a period of 24 months from the actual dates on which portions of the works are taken over
28 The successful biddercontractor is required to undertake detailed photo recording documentation by still photography
videography of the entire work prior to commencement and the same has to be deposited with the Engineer in charge of
RAJASTHAN TOURISM DEVELOPMENT CORPORATION JAIPUR in two copies immediately Before dismantling any old
work to redo this still photography with specifically putting some identity mark number of the portion by any specified means
has to be done and this to be got checked and certified by Engineer In charge and recorded specifically in the measurement
book (MB) A written permission from the Engineer in charge before commencement of executing such work is essential for
execution as well as for payments
During the work in progress and after its completion also photo documentation is necessary and the photos before amp after
completion of portion of work are essentially to be enclosed with the bill for payment
Signature of Contractor
GENERAL MANAGER (WORKS)
13
SCHEDULE-I
FINANCIAL RESOURCES AND CAPABILITY
(PURSUANT TO CLAUSE 26) 1 Name of Applicant
2 Name of Partner Director
3 Capital
(a) Authorised
(b) ii
4 (a) WhetheCategory of Enlisted in Govt
(b) Details Details of the work completed and applicants performance record for last five years
(information to be furnished in Schedule II in India
(c) Details of works in hand applicants performance record for last five years (Information to be
furnished in Schedule-III)
5 Furnish Balance Sheet and profit and loss statement with auditorrsquos report for the last three years
6 The information on the following aspects should be specifically furnished
(i) Working capital and net worth
(ii) Turnover for the years
a
b
c
(iii) Gross income in years in India
(i)
(ii)
(iii)
(iv) Quick ratio or acid test ration (Quick assets to current liabilities)
7 What is the maximum annual turnover of the project that you can handle (Financial Projection)
8 Have you ever been denied tendering facilities by any Governmental DepartmentPublic Sector
undertaking
(If yes Please give details)
9 List of your source of finance
10 Certificate of financial soundness by Bank
11 Name and address of Bank from whom reference can be obtained
12 Have you ever been declared bankrupt
(if yes please give details)
Signature of Contractor
14
SCHEDULE-II WORKS OF SIMILAR MAGNITUDE TO THE WORK UNDER CONSIDERATION COMPLETED BY THE
APPLICANT IN LAST FIVE YEARS IN INDIA
(Pursuant to Clause 26)
SNo Na
me
of
wor
k
Place
amp
State
Tender
awardi
ng
Agency
Tender
ed Cost
Stipulate
d time of
Completi
on
Time in
which
complete
d
Date
of
comp
letion
Reason
for
Delay
Principal
features
of work
done
Value of
work done
1 2 3 4 5 6 7 8 9 10 11
Year
Year
Year
Signature of Contractor
15
SCHEDULE-III WORKS TENDERED FOR amp WORKS TO BE COMPLETED AS ON THE DATE OF SUBMISSION OF
APPLICATION IN INDIA
(pursuant Clause 26)
SNo Name
of
work
Place
amp
State
Work on Hand Work tendered for
Tender
Cost amp
Date
or
award
Stipulated
period of
Completion
Cost of
work
remaining
to be
executed
Antici
pated
Date
of
compl
eted
Estimate
d cost
(Rs In
Lakh)
Date
when
decisio
n
expecte
d
Stipulate
d Date
period of
Completi
on
Remar
ks
1 2 3 4 5 6 7 8 9 10 11
Year
Year
Year
Signature of Contractor
16
SCHEDULE- IV
Details of Key Personnel intended to be employed for this work
(use separate sheet if necessary)
(Pursuant to clause 26)
S No Name of Person Qualification Designation Experience Work to be
put on
A Technical Personnel
(1)
(2)
(3)
(4)
B Administrative Personnel
(1)
(2)
(3)
(4)
C Master Craftsmen
(1)
(2)
(3)
(4)
D Craftsmen
(1)
(2)
(3)
(4)
E Any other (1)
(2)
(3)
(4)
Signature of Contractor
17
SCHEDULE- V
DETAILS OF MAJOR ITEMS OF CONSTRUCTION PLANT AVAILABLE FOR THIS WORK
S No
Particulars Make Year of manufacture
Nos Whether owned or confirmed lease
1 Lime mortar Mill
2 Scaffolding Material
3 Movable Gantry
Crane etc
4 Any other TampP for
the purpose
5
6
7
8
Signature of Contractor
18
RAJASTHAN TOURISM DEVELOPMENT CORPORATION LIMITED JAIPUR
(WORKS DIVISION)
TENDER DOCUMENT (Financial Bid)
E-Tender (NIT No) 082016-17
Name of work- Development of Craft Haat amp Administrative Block
Restoration Conservation work Stained GssMirror
Signature of Contractor
19
Rajasthan Tourism Development Corporation Ltd Jaipur
Name of Work - Development of Craft Haat amp Administrative Block
Schedule G
SNo Particulars Amount in Rs 1 Part -A Civil Work Based on PWD BSR 2014 1453150650
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part A Civil work ---------------------
2 Part -B Sanitary Work Based on PWD BSR 2014 53818600
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part B Civil work ---------------------
3 Part -C Electrical Work based on Electrical BSR 2013 23646000
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part C Civil work ---------------------
4 Part -D NON BSR Items -
Total
Signature of the Contractor General Manager Works
with full address RTDC Ltd Jaipur
Rajasthan
20
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE AMOUNT
Part -A Based on PWD BSR 2014
1
Earth work in rough excavation banking excavated earth in layers not exceeding 20cm in depth breaking clods watering rolling each layer with 12 tonne roller or stone or steel rammers and rolling every 3rd and top- most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads flood banks marginal banks and guide banks or filling up ground depressions lead up to 50 Mtr and lift up to 15 Mtr All kinds of soil
CUM
25000
23600
5900000
2
Earth work in excavation by mechanical means (hydraulic excavator) by manual means in foundation trenches or drains (not exceeding 15m in width or 10 sum on plan) including dressing of sides and ramming of bottom lift upto 15m including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed with in a lead of 50m of all kinds of soil
CUM
11000
15500
1705000
3
Filling available excavated earth (excluding rock) in trenches plinth side of foundation etc in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift
CUM
20000
5600
1120000
4
Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand
CUM
15000
88700
13305000
5
Providing and laying in position cement concrete including curing compaction etc complete in specified grade excluding the cost
of centering and shuttering - All work up to
plinth level
-
M10 grade Nominal Mix 1 3 6 (1 cement 3 coarse sand 6 graded stone aggregate 20mm nominal size)
CUM
15000
333125
49968750
21
6
Providing and laying damp-proof course with cement concrete grade M-150 (1 2 4) mortar prepared with 1 solution of water-proof compound complete as per specification 75mm thick
SQM
25000
47250
11812500
7
providing and laying in position specified grade of cememt concrete for all RCC structural elements upto plinth level including curing compaction finishing with rendering in cement sand mortar 13 (1cement3 coarse sand) and making good the joints and cost of the plasticizers(if required) excluding the cost of centeringshuttering and reinforcement M20 grade Nominal mixdesign Mix
CUM
27500
411200
113080000
8
Centering and Shuttering with plywood or steel sheets including strutting propping bracing both ways and removal of formwork for foundation footings strap beam raft bases of columns etc
SQM
250000
13700
34250000
9
Providing and fabricating reinforcement for RCC work including straightening cutting bending placing in position and binding (including cost of binding wire) all complete up to floor five level (Cold twisted deformed bars (IS 1786))
Kg
3000000
7400
222000000
10
Brick work with FPS bricks of class designation 75 in foundation and plinth with bricks -cement mortar 14 (1cement 4 coarse sand) CUM
65000
383100
249015000
11
Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in
-
Cement Mortar 13 ( 1-Cement 3-Sand)
CUM
11000
305500
33605000
Cement Mortar 14 ( 1-Cement 4-Sand)
CUM
58000
275600
159848000
12
Providing and fixing wood panelling or panelling and glazing in panelled or panelled and glazed shutters for doors windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured) Panelling for panelled and glazed shutter 25 mm to 40 mm thick
-
Nigeria wood Grade I
SQM
1500
194300
2914500
13
Extra for providing IS 1341-1992 marked Stainless Steel butt hinges instead of black enamelled MS butt hinges with necessary screws (Shutter area to be measured)
SQM
1500
11000
165000
22
14
Providing and fixing 18 mm thick 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I IS 3087 marked including top cover of 6 mm commercial ply wood conforming to IS 303 BWR grade nickel plate MS 20 mm dia curtain rod with nickel plated bracked including fixing with 25x3 mm MS flat 10 cm long all complete
Mtr
3500
29600
1036000
15
Supplying and fixing rolling shutters of approved make made of 80 x 125mm MS laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets side guides and arrangements for inside and outside locking with push and pull operation complete including cost of spring hooks providing and fixing necessary 253cm long wire springs grade No 2 and MS top cover 125mm thick for rolling shutters as per design amp IS 6248- 1979 (Clear openable area to be measured for payment)
SQM
60000
179600
107760000
16
Precast terrazo tiles of approved make 20mm thick with marble chips of size upto 6mm laid in floors and landing jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20mm thick bed of cement sand mortar 1 4 Light shade using white cement
SQM
95000
47000
44650000
17
Plaster on new surface on walls in cement sand mortar 14 including racking of joints etc complete fine finish -12mm thk
SQM
850000
11800
100300000
18
Providing and applying two coats of fire retardant paint unthinned on cleaned woodply surface 35 sum per litre per coat including preparation of base surface as per recommendations of manufacturer to make the surface fire retardant
SQM
850000
31100
264350000
23
19
Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying a) after surface preparation first layer of slurry of cement 0488 kgsqm mixed with water proffing cement compound 0253 kgsqm b) laying second layer of Fiber glass cloth when the first layer is still green Overlaps of joints of fiber cloth should not be less than 10 cm c) Third layer of 15 mm thickness consisting of slurry of cement 1289 kgsqm mixed with water proffing cement compound 0670 kgsqm and coarse sand 1289 kgsqm This will be allowed to air cure for 4 hours followed by water curing for 48 hours The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around d) fourth and final layer of brick tiling lsquowith cement mortar or any other approved protective coarse (which will be paid for separately) For the purpose of measurement the entire treated surface will be measured )
SQM
95000
33800
32110000
20
Laying of lawns including ploughing levelling breaking of clods manuring amp removal of stones etc(Cost of manure or extra good earth to be paid seperately) Maintenance of lawns for 30 daysor more till the grass forms a thick lawns free from weeds amp fit for moving in the duration of planting if lawn die some where the contractor will replant it at his own cost
100 SQM
774
550000
4255900
Total
1453150650
24
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT
Part -B Sanitary Work Based on PWD BSR
2014
1
P amp F Indian type white glazed vitreous china 1st quality WC orissa pan (IS 2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor
-
Size 530x410mm
Each
400
194500
778000
2
P amp F lst quality WVC Urinal (IS2556 mark) with 25mm dia GI waste pipe dome waste couplings concealed iron brackets or screws etc complete
-
Flat Back (small) size 456x355x265mm
Each
400
133200
532800
3
P amp F WVC wash basin (1st
quality IS 2556 Mark) of approved make with CI brackets duly painted 1 No 15 mm CP Pillar cock (IS 8934 Mark) amp 32 mm CP brass waste coupling of approved make 25 mm GI waste pipe complete including cutting amp making good the wall
-
Size 550 mm x 400 mm
Each
400
196800
787200
4 P amp F water closet Seat Covers with brass hinges complete
Solid PVC (ISI Marked) grade-I White for EWC
Each
400
35300
141200
5 P amp F CP lugs for toilet seat cover
Pair
400
7200
28800
6
P amp F Low level flushing cistern of 10 litres capacity (IS 2556 mark) of approved make with complete fittings CI brackets duly painted brass ball cock with ball (IS 1703 mark) complete including cutting and making good the wall
WVC with CP brass bend
Each
800
191000
1528000
7
P amp F Automatic Flushing Cistern of First quality ( IS 774 Mark) of approved make fitting syphon with copper tube CI brackets complete including cutting and making good the wall WVC (as per IS 2556) 10 litres
Each
400
98800
395200
8 P amp F Bottle Trap of approved make
CP Brass 32mm
Each
800
42500
340000
9 P amp F Waste Coupling with fittings of approved quality make
CP Brass 32mm Dia
Each
400
10800
43200
25
10
PampF Marble Urinal Partition slab both sides polished of approved design cut from marble size 900x600mm
Makrana II quality marble having light spots
Each
400
83900
335600
11
P amp F Looking Mirrors with PVC frame of approved make as per direction of Engineer-in-charge
Size 500x400mm
Sqm
400
26600
106400
12 P amp F Waste Pipe with all fittings
PVC with CP nut 32mm
Each
400
13200
52800
13 P amp F Toilet Shelf of approved qualitymake
Acrylic shelf on CP brass casted brackets amp guard rail of Commander equivalent make size 550 X 125 mm
Each
800
75500
604000
14 P amp F Towel Rail or Ring of approved qualitymake
CP brass Towel rail elbow type with concealed scrwes size 450mm (Heavy duty)
Each
400
34000
136000
15 P amp F Grating of approved qualitymake
Stainless steel sheet size 125mm dia Heavy Quality of approved make
Each
800
7000
56000
16 P amp F Liquid Soap Container with brackets complete of approved make
CP brass
Each
400
16000
64000
17 P amp F Toilet Paper Holder with rod of approved qualitymake
CP brass
Each
400
15000
60000
18 P amp F Soap dish or Tray of approved qualitymake
CP brass heavy amp Superior quality
Each
400
10500
42000
19 P amp F jet spray for water closet with CP Copper Tube flange of approved make
Each
400
26600
106400
20
P amp F GI pipes (internal work) with GI fittings (IS 1239 Mark) amp MS clamps including cutting and making good the walls and floors
Concealed pipe in wall including with anticorrosive bitumen paint
15 mm dia nominal bore B Class
Rmt
8000
17600
1408000
21
P amp F GI pipes (External work) with GI fittings (IS 1239 mark) including trenching amp refilling earth etc
15mm dia nominal bore B Class
Rmt
6000
13700
822000
25mm (-do-) B Class
Rmt
6000
21700
1302000
32mm (-do-) B Class
Rmt
6000
27000
1620000
22 Making connection of GI distribution branch with GI main including all fittings
26
Upto 25mm dia
Each
200
23000
46000
Beyond 25 mm amp upto 100 mm dia
Each
200
33800
67600
23
Fixing water meter (IS 779 mark) and stop cock in GI pipe line including making chamber of approved size excluding cost of water meter amp stop cock
Each
200
26700
53400
24 P amp F water meter (IS 779 mark) of approved make
15mm dia
Each
200
86300
172600
25 P amp F Pillar cocks (IS 8934 mark) of superior quality and approved make
CP Pillar cock 15 mm dia
Each
800
70800
566400
26
P amp F inlet connection (angle valves) superior quality of approved make CP inlet connection with 37mm long pipe amp nuts
Each
800
82800
662400
27
PampF bib cocks (IS 8931 mark) superior quality of approved make CP brass bib cock 15mm dia
Each
800
53600
428800
28
PampF Mixing range (15mm) CP one holeclose hole basin mixer with casted spout
Each
400
198600
794400
29
PampF stop cock (IS 8931 mark) superior quality of approved make CP brass concealed stop cock 15mm dia
Each
800
65700
525600
30 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 15mm
Each
400
27700
110800
31 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 25mm
Each
400
48100
192400
32
PampF rigid PVC Pipe (IS4985 mark) class II (4 Kg Cm
2) approved quality make including
joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia
PRM
3000
18800
564000
(b) 75 mm dia
PRM
4000
11900
476000
33
PampF rigid PVC pipe fittings (IS 4985 mark) of approved quality make including joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia bend
Each
800
11200
89600
(b) Plain tee 110mm dia
Each
800
13100
104800
(c) socket 110mm dia 8750
Each
800
7500
60000
(d) socket 75mm dia
Each
800
6100
48800
(e) Bend 75mm dia 8750
Each
1000
6800
68000
(f) Cowel 110mm dia
Each
1000
3900
39000
(g) Cowel 75mm dia
Each
1000
3000
30000
27
(h) 110mm dia door tee
Each
800
14500
116000
(j) 75mm dia with door tee
Each
800
12400
99200
34
PampF square mouth gully trap A grade (IS marked) of approved make complete with CI grating frame amp Cover masonry chamber in CM 16 100mm thick CC M-15 grade coping 12mm thick as per approved design amp type Trap size 150 X 100mm 72 kg CI cover with frame internal chamber size 300mm X 300mm
Each
400
99600
398400
35
Construction of Septic Tank in all types of soil with 40 cm thick masonry in CM 1 6 15 Cm thick CC bed of 1 5 10 M-15 grade CC flooring amp over stone slab covering 80mm thick slab jointing of slab in CM 1 3 Ralthal Kharanja 50 mm thick stone partition walls 20mm thick plaster in CM 1 6 finished with neat floating cement 4 Nos CI foot rests of approved design two No 450mm dia 25 Kg each CI cover with frame earth work etc complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr-
Size 400 X 140 X 150 cm (for 50 users)
Each
200
4506700
9013400
36
Construction of Soakage well in all types of soil 300 mm thick dry stone masonry top and bottom 300 mm course in CM 16 80mm thick stone slab jointing of slab in CM 1 3 Ralthal Kharanja 40 mm thick M-15 grade CC flooring earthwork including disposal of earth within a lead of 50 mtr
Size 300 Cm dia outside amp 300 cm depth
Each
200
1899700
3799400
37
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth upto 05 M
Each
600
432000
2592000
28
38
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth 05 to 10 M
Each
200
475000
950000
39
Providing Laying amp jointing glazed SW pipes grade `A` (IS651 marked) of approved make with spun yarn amp stiff mixture of cement mortar 11 excavation amp refilling of earth in all types of soil upto 12m depth SW fittings including testing of joints etc complete150mm dia
RM
15000
36900
5535000
40
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) all around SW pipe including 15 Cm thick bed concrete (Width W= Diameter of pipe in Cm+30 Cm)( Excluding cost of pipe)150mm dia
RM
15000
48500
7275000
41
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) upto haunches of SW pipes including 150 mm thick bed concrete (Width W= Dia of pipe in Cm+ 30Cm) concrete width to be reduced from width W at center of pipe to `0` at top of pipe (Excluding cost of pipe)
RM
25000
30600
7650000
Total
53818600
29
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Part -C Electrical Work based on
Electrical BSR 2013
1
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles18 SWG MS box with earth terminal 6 A switch 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
Medium point (up to 6 mtr)
P point 50
29300
1465000
Long point (up to 10 mtr)
P point 50
41500
2075000
2
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories 18 SWG 175 mm x 100 mm x 60 mm MS box with earth terminal 6 A switch 6 A socket 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
-
On board
P point 20
9100
182000
3
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles Moulded PVC Modular Box with 6 A Modular switchModular plate with grid plate screws making connections testing etc as required
-
Medium point (up to 6 mtr)
P point 50
33200
1660000
30
Long point (up to 10 mtr)
P point 50
45200
2260000
4
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories moulded PVC Modular box with earth terminal 6 A modular switch 6 A modular socket Modular plate with grid plate screws making connections testing etc as required
-
On board
P point 20
24400
488000
5
Supplying and drawing FR PVC insulated amp unsheathed flexible copper conductor ISI marked (IS694) of 11 kV grade and approved make in existing surface or recessed conduitcasing capping including making connections etc as required
-
1 x 15 sqmm
Mtr 100
1400
140000
2 x 15 sqmm
Mtr 200
2600
520000
2 x 25 sqmm
Mtr 100
4100
410000
4 x 25 sqmm
Mtr 100
8000
800000
6
PampF 240415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B C D tripping characteristic) ISI marked IS 8828(1996)] conforming to IEC 60898 in existing boardsheets including making connections testing etc as required
-
Single pole MCB
-
6 A to 32 A rating
Each 20
15100
302000
Double pole MCB
-
6 A to 32 A rating
Each 20
40100
802000
7
PampF 240415 V isolator conforming to IS13947-III IEC 60947-3 on existing board sheet including making connections testing etc as required
-
Double pole isolator
-
30 A 40 A rating
Each 20
29800
596000
63 A rating
Each 20
36700
734000
31
Four pole Isolator
-
63 A rating
Each 20
63100
1262000
8
PLaying PVC XLPE insulated amp PVC sheathed cable of 11 KV grade with aluminium conductor of IS1554 P-I IS 7098 P - I of Group 1 of approved make in ground as per IS1255 including excavation of 30cmx75cm size trench 25 cm thick under layer of sandIInd class bricks covering refilling earthcompaction of earth making necessary connection testing etc as required of size
-
100 Sqmm
-
3 core
Mtr 100
15100
1510000
4 core
Mtr 100
17000
1700000
160 Sqmm
-
3 core
Mtr 100
15900
1590000
4 core
Mtr 100
17800
1780000
350 Sqmm
-
35 core
Mtr 100
25200
2520000
9
Plate Earthing as per IS3043 with GI Earth plate of size 600mm x 600mm x 60mm by embodying 3 to 4 mtr below the ground level with 25 mm dia GI B class watering Pipe including all accessories like nut bolts reducer nipple wire meshed funnel and CC finished chamber covered with hinged type with locking arrangement CI Cover CI Frame of size300mm x 300mm complete with alternate layers of salt and cokecharcoal testing of earth resistance as required
Set 2
425000
850000
TOTAL
23646000
32
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Figure Words
Part -D NON BSR Items
1
Shortblasted paver blocks i shape wave shape rectangular shape square shape 60mm thick for colour paver inclusive of material costtax tranportation and unloading(rate-rs 1350m2) considering cement mortar(14)
SQM 80000 --------- -----------
----------
2
Providing and Fixing Cobbles on path way open court yards over 40mm thick base grinded Cement mortar 13 including keeping 10mm joint between cobbles filled with masaldar grinded Cement mortar11 complete in all respects The mortar should remain recessed by 5mm from the top surface of the cobble stone of approved shade Color It includes the cost of stone patties of size 150 x 225 mm at every 3 mtr internal in cobble pathway
(a) 150 mm thick
Sqm 150000 --------- -----------
----------
3
Providing and Fixing fine dressed kerb stone (Dand stone) along with path way gardeningtapperround with top edges in Cement mortar 13 including pointing with lime cream and stone dust with an admixture of pigment complete in all respect as per direction of Engineer incharge
(a) Size 100 x300mm fine dressed
Rmtr 40000 --------- -----------
----------
Total
-
11
e) The bidder should demonstrate that they have adequate financial resources (Over draft Credit Limit letter from bank)
Signature of Contractor
22 Bid capacity
(i) Bidders who meet the minimum qualifying criteria are to be evaluated further for Bid capacity as under -
(a) Maximum value of similar works executed in any one year during the last five years including current year (updated to the
current price level) extracted from schedule II which will take into account the completed and on going works
(b) Value of the existing commitments works (complete or partial) to be completed in the coming 12 months (up dated to the
current price level) Extracted from schedule III
(ii) Bid Capacity=(AxNx3-B) where
A=Maximum value of works executed in any one year during the last five years (updated to present price level) taking into
account the completed as well as works in progress
N=Number of years prescribed for completion of the works for which bids are invited herein (in years)
B=Value at present price level of existing commitments and on going works (at hand) to be executed during N period
The bidder will be post qualified only if his bid capacity is equal or more than the cost of work in question No contract may be
awarded to bidder lacking the financial and technical resources to undertake the work The decision of General Manager
(Works) Rajasthan Tourism Development Corporation Ltd Jaipur in this regard will be final and binding
NOTE -The present price level for turn over cost of completed works and amount of similar nature works (of a value at least 13rd of the estimated value of the work published in NIT during last five years) the previous years value shall be given weightage of 10 per year as following for the tendersbids invited by this department ndash
(a) For last year - 100 (b) For one year before - 110 (c) For two year before - 121 (d) For three year before - 133 (e) For four year before - 146
For current year the price level shall be 10
23 The right to qualify or not to qualify any or all the bidders without assigning any reason is reserved with the General Manager
(Works) Rajasthan Tourism Development Corporation Ltd Jaipur
24 Determination of Responsiveness
a) Prior to the detailed evaluation of bids the General Manager (Works) Rajasthan Tourism Development Corporation Ltd
JAIPUR will determine whether each bid is substantially responsive to the requirements of the bidding documents
b) For the purpose of this clause a substantially responsive bid is one which has required capacity capability and financial
resources and whose bid conforms to all the terms conditions and specifications of the bidding documents without
material deviation or reservation A material deviation or reservation is one which affects in any substantial way the
scope quality or performance of the works or which limits in any substantial way the General Manager (Works)
Rajasthan Tourism Development Corporation Ltd JAIPURrsquoS right or the Bidders obligations under the contract and the
rectification of which deviation or reservation would effect unfairly the competitive position of other bidders presenting
substantially responsive bids
c) if a bid is not substantially responsive to the requirements of the bidding documents it will be rejected and may not
subsequently be made responsive by the bidder having corrected or withdrawn the nonconforming deviation or
reservation
25 Construction programme ndash
1) Within the time stated in this contract the Contractor shall after the acceptance of his tender submit to the General Manager
(Works) Rajasthan Tourism Development Corporation Ltd JAIPUR for approval programme together with bar chart PERT
chart
2) proposed deployment of machinery etc showing the order of procedure in which he proposes to carryout the works The
contractor shall provide in writing general description the arrangements deployment of equipment work planning and
methods which he proposes to adopt for the execution of the works
3) If at any time it should appear to the Department that actual progress of the work does not conform to the approved
programme referred to in sub-clause (1) of this clause the Contractor shall produce at the request of the Department a
revised programme showing the modifications to the approved programme necessary to ensure completion of the works
within the time for completion
4) The submission to and approval by the Department of such programmers or the furnishing of such particulars shall not
relieve the contractor of any of his duties or responsibilities under the contract
5) The contractor shall submit within 30 days after the date of notice to proceed with the work a detailed construction
programme to suit the programme of completion for the entire contract period This programme shall be reviewed and
revised every half year at the beginning of the working season to plan timely action for making up the slippages occurred in
the previous season to suit the stipulated period of completion (including mile stones) as extended from time to time
26 Materials workmanship period and certificates of Maintenance and Defect Liability etc
All materials and workmanship shall be of the respective kinds described in the contract and in accordance with the
ArchitectsEngineer instructions and shall be subjected from time to time to such tests as the Engineer may direct at the
place of manufacture or fabrication or on the site or at such other place or places as may be specified in the Contract or at
all or any of such places The contractor shall install quality control laboratory and provide such assistance instruments
machines labour and materials as are normally required for examining measuring and test in any work and the quality
weight or quantity of any material used and shall supply samples of materials before incorporation in the works for testing as
may be selected and required by the Engineer-in-charge
12
Signature of Contractor
27 Period of maintenance and Defects liability
The Contractor shall be responsible to make good within such period as maybe stipulated by the Engineer in-charge any
defect which may develop or may be noticed during period of maintenance of 12 months from the certified date of
completion and which is attributable to the contractor All notice of such defect shall be given to the Contractor promptly In
case the contractor fails to make good the defects the Engineer in-charge may employ other persons to make good such
defects and all expenses consequent thereof and incidental thereto shall be recoverable from the Contractor In the event
the employer takes over portions of work as they are completed the liability of the contractor under this clause for these
portions shall extend to a period of 24 months from the actual dates on which portions of the works are taken over
28 The successful biddercontractor is required to undertake detailed photo recording documentation by still photography
videography of the entire work prior to commencement and the same has to be deposited with the Engineer in charge of
RAJASTHAN TOURISM DEVELOPMENT CORPORATION JAIPUR in two copies immediately Before dismantling any old
work to redo this still photography with specifically putting some identity mark number of the portion by any specified means
has to be done and this to be got checked and certified by Engineer In charge and recorded specifically in the measurement
book (MB) A written permission from the Engineer in charge before commencement of executing such work is essential for
execution as well as for payments
During the work in progress and after its completion also photo documentation is necessary and the photos before amp after
completion of portion of work are essentially to be enclosed with the bill for payment
Signature of Contractor
GENERAL MANAGER (WORKS)
13
SCHEDULE-I
FINANCIAL RESOURCES AND CAPABILITY
(PURSUANT TO CLAUSE 26) 1 Name of Applicant
2 Name of Partner Director
3 Capital
(a) Authorised
(b) ii
4 (a) WhetheCategory of Enlisted in Govt
(b) Details Details of the work completed and applicants performance record for last five years
(information to be furnished in Schedule II in India
(c) Details of works in hand applicants performance record for last five years (Information to be
furnished in Schedule-III)
5 Furnish Balance Sheet and profit and loss statement with auditorrsquos report for the last three years
6 The information on the following aspects should be specifically furnished
(i) Working capital and net worth
(ii) Turnover for the years
a
b
c
(iii) Gross income in years in India
(i)
(ii)
(iii)
(iv) Quick ratio or acid test ration (Quick assets to current liabilities)
7 What is the maximum annual turnover of the project that you can handle (Financial Projection)
8 Have you ever been denied tendering facilities by any Governmental DepartmentPublic Sector
undertaking
(If yes Please give details)
9 List of your source of finance
10 Certificate of financial soundness by Bank
11 Name and address of Bank from whom reference can be obtained
12 Have you ever been declared bankrupt
(if yes please give details)
Signature of Contractor
14
SCHEDULE-II WORKS OF SIMILAR MAGNITUDE TO THE WORK UNDER CONSIDERATION COMPLETED BY THE
APPLICANT IN LAST FIVE YEARS IN INDIA
(Pursuant to Clause 26)
SNo Na
me
of
wor
k
Place
amp
State
Tender
awardi
ng
Agency
Tender
ed Cost
Stipulate
d time of
Completi
on
Time in
which
complete
d
Date
of
comp
letion
Reason
for
Delay
Principal
features
of work
done
Value of
work done
1 2 3 4 5 6 7 8 9 10 11
Year
Year
Year
Signature of Contractor
15
SCHEDULE-III WORKS TENDERED FOR amp WORKS TO BE COMPLETED AS ON THE DATE OF SUBMISSION OF
APPLICATION IN INDIA
(pursuant Clause 26)
SNo Name
of
work
Place
amp
State
Work on Hand Work tendered for
Tender
Cost amp
Date
or
award
Stipulated
period of
Completion
Cost of
work
remaining
to be
executed
Antici
pated
Date
of
compl
eted
Estimate
d cost
(Rs In
Lakh)
Date
when
decisio
n
expecte
d
Stipulate
d Date
period of
Completi
on
Remar
ks
1 2 3 4 5 6 7 8 9 10 11
Year
Year
Year
Signature of Contractor
16
SCHEDULE- IV
Details of Key Personnel intended to be employed for this work
(use separate sheet if necessary)
(Pursuant to clause 26)
S No Name of Person Qualification Designation Experience Work to be
put on
A Technical Personnel
(1)
(2)
(3)
(4)
B Administrative Personnel
(1)
(2)
(3)
(4)
C Master Craftsmen
(1)
(2)
(3)
(4)
D Craftsmen
(1)
(2)
(3)
(4)
E Any other (1)
(2)
(3)
(4)
Signature of Contractor
17
SCHEDULE- V
DETAILS OF MAJOR ITEMS OF CONSTRUCTION PLANT AVAILABLE FOR THIS WORK
S No
Particulars Make Year of manufacture
Nos Whether owned or confirmed lease
1 Lime mortar Mill
2 Scaffolding Material
3 Movable Gantry
Crane etc
4 Any other TampP for
the purpose
5
6
7
8
Signature of Contractor
18
RAJASTHAN TOURISM DEVELOPMENT CORPORATION LIMITED JAIPUR
(WORKS DIVISION)
TENDER DOCUMENT (Financial Bid)
E-Tender (NIT No) 082016-17
Name of work- Development of Craft Haat amp Administrative Block
Restoration Conservation work Stained GssMirror
Signature of Contractor
19
Rajasthan Tourism Development Corporation Ltd Jaipur
Name of Work - Development of Craft Haat amp Administrative Block
Schedule G
SNo Particulars Amount in Rs 1 Part -A Civil Work Based on PWD BSR 2014 1453150650
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part A Civil work ---------------------
2 Part -B Sanitary Work Based on PWD BSR 2014 53818600
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part B Civil work ---------------------
3 Part -C Electrical Work based on Electrical BSR 2013 23646000
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part C Civil work ---------------------
4 Part -D NON BSR Items -
Total
Signature of the Contractor General Manager Works
with full address RTDC Ltd Jaipur
Rajasthan
20
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE AMOUNT
Part -A Based on PWD BSR 2014
1
Earth work in rough excavation banking excavated earth in layers not exceeding 20cm in depth breaking clods watering rolling each layer with 12 tonne roller or stone or steel rammers and rolling every 3rd and top- most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads flood banks marginal banks and guide banks or filling up ground depressions lead up to 50 Mtr and lift up to 15 Mtr All kinds of soil
CUM
25000
23600
5900000
2
Earth work in excavation by mechanical means (hydraulic excavator) by manual means in foundation trenches or drains (not exceeding 15m in width or 10 sum on plan) including dressing of sides and ramming of bottom lift upto 15m including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed with in a lead of 50m of all kinds of soil
CUM
11000
15500
1705000
3
Filling available excavated earth (excluding rock) in trenches plinth side of foundation etc in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift
CUM
20000
5600
1120000
4
Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand
CUM
15000
88700
13305000
5
Providing and laying in position cement concrete including curing compaction etc complete in specified grade excluding the cost
of centering and shuttering - All work up to
plinth level
-
M10 grade Nominal Mix 1 3 6 (1 cement 3 coarse sand 6 graded stone aggregate 20mm nominal size)
CUM
15000
333125
49968750
21
6
Providing and laying damp-proof course with cement concrete grade M-150 (1 2 4) mortar prepared with 1 solution of water-proof compound complete as per specification 75mm thick
SQM
25000
47250
11812500
7
providing and laying in position specified grade of cememt concrete for all RCC structural elements upto plinth level including curing compaction finishing with rendering in cement sand mortar 13 (1cement3 coarse sand) and making good the joints and cost of the plasticizers(if required) excluding the cost of centeringshuttering and reinforcement M20 grade Nominal mixdesign Mix
CUM
27500
411200
113080000
8
Centering and Shuttering with plywood or steel sheets including strutting propping bracing both ways and removal of formwork for foundation footings strap beam raft bases of columns etc
SQM
250000
13700
34250000
9
Providing and fabricating reinforcement for RCC work including straightening cutting bending placing in position and binding (including cost of binding wire) all complete up to floor five level (Cold twisted deformed bars (IS 1786))
Kg
3000000
7400
222000000
10
Brick work with FPS bricks of class designation 75 in foundation and plinth with bricks -cement mortar 14 (1cement 4 coarse sand) CUM
65000
383100
249015000
11
Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in
-
Cement Mortar 13 ( 1-Cement 3-Sand)
CUM
11000
305500
33605000
Cement Mortar 14 ( 1-Cement 4-Sand)
CUM
58000
275600
159848000
12
Providing and fixing wood panelling or panelling and glazing in panelled or panelled and glazed shutters for doors windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured) Panelling for panelled and glazed shutter 25 mm to 40 mm thick
-
Nigeria wood Grade I
SQM
1500
194300
2914500
13
Extra for providing IS 1341-1992 marked Stainless Steel butt hinges instead of black enamelled MS butt hinges with necessary screws (Shutter area to be measured)
SQM
1500
11000
165000
22
14
Providing and fixing 18 mm thick 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I IS 3087 marked including top cover of 6 mm commercial ply wood conforming to IS 303 BWR grade nickel plate MS 20 mm dia curtain rod with nickel plated bracked including fixing with 25x3 mm MS flat 10 cm long all complete
Mtr
3500
29600
1036000
15
Supplying and fixing rolling shutters of approved make made of 80 x 125mm MS laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets side guides and arrangements for inside and outside locking with push and pull operation complete including cost of spring hooks providing and fixing necessary 253cm long wire springs grade No 2 and MS top cover 125mm thick for rolling shutters as per design amp IS 6248- 1979 (Clear openable area to be measured for payment)
SQM
60000
179600
107760000
16
Precast terrazo tiles of approved make 20mm thick with marble chips of size upto 6mm laid in floors and landing jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20mm thick bed of cement sand mortar 1 4 Light shade using white cement
SQM
95000
47000
44650000
17
Plaster on new surface on walls in cement sand mortar 14 including racking of joints etc complete fine finish -12mm thk
SQM
850000
11800
100300000
18
Providing and applying two coats of fire retardant paint unthinned on cleaned woodply surface 35 sum per litre per coat including preparation of base surface as per recommendations of manufacturer to make the surface fire retardant
SQM
850000
31100
264350000
23
19
Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying a) after surface preparation first layer of slurry of cement 0488 kgsqm mixed with water proffing cement compound 0253 kgsqm b) laying second layer of Fiber glass cloth when the first layer is still green Overlaps of joints of fiber cloth should not be less than 10 cm c) Third layer of 15 mm thickness consisting of slurry of cement 1289 kgsqm mixed with water proffing cement compound 0670 kgsqm and coarse sand 1289 kgsqm This will be allowed to air cure for 4 hours followed by water curing for 48 hours The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around d) fourth and final layer of brick tiling lsquowith cement mortar or any other approved protective coarse (which will be paid for separately) For the purpose of measurement the entire treated surface will be measured )
SQM
95000
33800
32110000
20
Laying of lawns including ploughing levelling breaking of clods manuring amp removal of stones etc(Cost of manure or extra good earth to be paid seperately) Maintenance of lawns for 30 daysor more till the grass forms a thick lawns free from weeds amp fit for moving in the duration of planting if lawn die some where the contractor will replant it at his own cost
100 SQM
774
550000
4255900
Total
1453150650
24
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT
Part -B Sanitary Work Based on PWD BSR
2014
1
P amp F Indian type white glazed vitreous china 1st quality WC orissa pan (IS 2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor
-
Size 530x410mm
Each
400
194500
778000
2
P amp F lst quality WVC Urinal (IS2556 mark) with 25mm dia GI waste pipe dome waste couplings concealed iron brackets or screws etc complete
-
Flat Back (small) size 456x355x265mm
Each
400
133200
532800
3
P amp F WVC wash basin (1st
quality IS 2556 Mark) of approved make with CI brackets duly painted 1 No 15 mm CP Pillar cock (IS 8934 Mark) amp 32 mm CP brass waste coupling of approved make 25 mm GI waste pipe complete including cutting amp making good the wall
-
Size 550 mm x 400 mm
Each
400
196800
787200
4 P amp F water closet Seat Covers with brass hinges complete
Solid PVC (ISI Marked) grade-I White for EWC
Each
400
35300
141200
5 P amp F CP lugs for toilet seat cover
Pair
400
7200
28800
6
P amp F Low level flushing cistern of 10 litres capacity (IS 2556 mark) of approved make with complete fittings CI brackets duly painted brass ball cock with ball (IS 1703 mark) complete including cutting and making good the wall
WVC with CP brass bend
Each
800
191000
1528000
7
P amp F Automatic Flushing Cistern of First quality ( IS 774 Mark) of approved make fitting syphon with copper tube CI brackets complete including cutting and making good the wall WVC (as per IS 2556) 10 litres
Each
400
98800
395200
8 P amp F Bottle Trap of approved make
CP Brass 32mm
Each
800
42500
340000
9 P amp F Waste Coupling with fittings of approved quality make
CP Brass 32mm Dia
Each
400
10800
43200
25
10
PampF Marble Urinal Partition slab both sides polished of approved design cut from marble size 900x600mm
Makrana II quality marble having light spots
Each
400
83900
335600
11
P amp F Looking Mirrors with PVC frame of approved make as per direction of Engineer-in-charge
Size 500x400mm
Sqm
400
26600
106400
12 P amp F Waste Pipe with all fittings
PVC with CP nut 32mm
Each
400
13200
52800
13 P amp F Toilet Shelf of approved qualitymake
Acrylic shelf on CP brass casted brackets amp guard rail of Commander equivalent make size 550 X 125 mm
Each
800
75500
604000
14 P amp F Towel Rail or Ring of approved qualitymake
CP brass Towel rail elbow type with concealed scrwes size 450mm (Heavy duty)
Each
400
34000
136000
15 P amp F Grating of approved qualitymake
Stainless steel sheet size 125mm dia Heavy Quality of approved make
Each
800
7000
56000
16 P amp F Liquid Soap Container with brackets complete of approved make
CP brass
Each
400
16000
64000
17 P amp F Toilet Paper Holder with rod of approved qualitymake
CP brass
Each
400
15000
60000
18 P amp F Soap dish or Tray of approved qualitymake
CP brass heavy amp Superior quality
Each
400
10500
42000
19 P amp F jet spray for water closet with CP Copper Tube flange of approved make
Each
400
26600
106400
20
P amp F GI pipes (internal work) with GI fittings (IS 1239 Mark) amp MS clamps including cutting and making good the walls and floors
Concealed pipe in wall including with anticorrosive bitumen paint
15 mm dia nominal bore B Class
Rmt
8000
17600
1408000
21
P amp F GI pipes (External work) with GI fittings (IS 1239 mark) including trenching amp refilling earth etc
15mm dia nominal bore B Class
Rmt
6000
13700
822000
25mm (-do-) B Class
Rmt
6000
21700
1302000
32mm (-do-) B Class
Rmt
6000
27000
1620000
22 Making connection of GI distribution branch with GI main including all fittings
26
Upto 25mm dia
Each
200
23000
46000
Beyond 25 mm amp upto 100 mm dia
Each
200
33800
67600
23
Fixing water meter (IS 779 mark) and stop cock in GI pipe line including making chamber of approved size excluding cost of water meter amp stop cock
Each
200
26700
53400
24 P amp F water meter (IS 779 mark) of approved make
15mm dia
Each
200
86300
172600
25 P amp F Pillar cocks (IS 8934 mark) of superior quality and approved make
CP Pillar cock 15 mm dia
Each
800
70800
566400
26
P amp F inlet connection (angle valves) superior quality of approved make CP inlet connection with 37mm long pipe amp nuts
Each
800
82800
662400
27
PampF bib cocks (IS 8931 mark) superior quality of approved make CP brass bib cock 15mm dia
Each
800
53600
428800
28
PampF Mixing range (15mm) CP one holeclose hole basin mixer with casted spout
Each
400
198600
794400
29
PampF stop cock (IS 8931 mark) superior quality of approved make CP brass concealed stop cock 15mm dia
Each
800
65700
525600
30 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 15mm
Each
400
27700
110800
31 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 25mm
Each
400
48100
192400
32
PampF rigid PVC Pipe (IS4985 mark) class II (4 Kg Cm
2) approved quality make including
joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia
PRM
3000
18800
564000
(b) 75 mm dia
PRM
4000
11900
476000
33
PampF rigid PVC pipe fittings (IS 4985 mark) of approved quality make including joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia bend
Each
800
11200
89600
(b) Plain tee 110mm dia
Each
800
13100
104800
(c) socket 110mm dia 8750
Each
800
7500
60000
(d) socket 75mm dia
Each
800
6100
48800
(e) Bend 75mm dia 8750
Each
1000
6800
68000
(f) Cowel 110mm dia
Each
1000
3900
39000
(g) Cowel 75mm dia
Each
1000
3000
30000
27
(h) 110mm dia door tee
Each
800
14500
116000
(j) 75mm dia with door tee
Each
800
12400
99200
34
PampF square mouth gully trap A grade (IS marked) of approved make complete with CI grating frame amp Cover masonry chamber in CM 16 100mm thick CC M-15 grade coping 12mm thick as per approved design amp type Trap size 150 X 100mm 72 kg CI cover with frame internal chamber size 300mm X 300mm
Each
400
99600
398400
35
Construction of Septic Tank in all types of soil with 40 cm thick masonry in CM 1 6 15 Cm thick CC bed of 1 5 10 M-15 grade CC flooring amp over stone slab covering 80mm thick slab jointing of slab in CM 1 3 Ralthal Kharanja 50 mm thick stone partition walls 20mm thick plaster in CM 1 6 finished with neat floating cement 4 Nos CI foot rests of approved design two No 450mm dia 25 Kg each CI cover with frame earth work etc complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr-
Size 400 X 140 X 150 cm (for 50 users)
Each
200
4506700
9013400
36
Construction of Soakage well in all types of soil 300 mm thick dry stone masonry top and bottom 300 mm course in CM 16 80mm thick stone slab jointing of slab in CM 1 3 Ralthal Kharanja 40 mm thick M-15 grade CC flooring earthwork including disposal of earth within a lead of 50 mtr
Size 300 Cm dia outside amp 300 cm depth
Each
200
1899700
3799400
37
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth upto 05 M
Each
600
432000
2592000
28
38
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth 05 to 10 M
Each
200
475000
950000
39
Providing Laying amp jointing glazed SW pipes grade `A` (IS651 marked) of approved make with spun yarn amp stiff mixture of cement mortar 11 excavation amp refilling of earth in all types of soil upto 12m depth SW fittings including testing of joints etc complete150mm dia
RM
15000
36900
5535000
40
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) all around SW pipe including 15 Cm thick bed concrete (Width W= Diameter of pipe in Cm+30 Cm)( Excluding cost of pipe)150mm dia
RM
15000
48500
7275000
41
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) upto haunches of SW pipes including 150 mm thick bed concrete (Width W= Dia of pipe in Cm+ 30Cm) concrete width to be reduced from width W at center of pipe to `0` at top of pipe (Excluding cost of pipe)
RM
25000
30600
7650000
Total
53818600
29
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Part -C Electrical Work based on
Electrical BSR 2013
1
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles18 SWG MS box with earth terminal 6 A switch 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
Medium point (up to 6 mtr)
P point 50
29300
1465000
Long point (up to 10 mtr)
P point 50
41500
2075000
2
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories 18 SWG 175 mm x 100 mm x 60 mm MS box with earth terminal 6 A switch 6 A socket 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
-
On board
P point 20
9100
182000
3
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles Moulded PVC Modular Box with 6 A Modular switchModular plate with grid plate screws making connections testing etc as required
-
Medium point (up to 6 mtr)
P point 50
33200
1660000
30
Long point (up to 10 mtr)
P point 50
45200
2260000
4
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories moulded PVC Modular box with earth terminal 6 A modular switch 6 A modular socket Modular plate with grid plate screws making connections testing etc as required
-
On board
P point 20
24400
488000
5
Supplying and drawing FR PVC insulated amp unsheathed flexible copper conductor ISI marked (IS694) of 11 kV grade and approved make in existing surface or recessed conduitcasing capping including making connections etc as required
-
1 x 15 sqmm
Mtr 100
1400
140000
2 x 15 sqmm
Mtr 200
2600
520000
2 x 25 sqmm
Mtr 100
4100
410000
4 x 25 sqmm
Mtr 100
8000
800000
6
PampF 240415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B C D tripping characteristic) ISI marked IS 8828(1996)] conforming to IEC 60898 in existing boardsheets including making connections testing etc as required
-
Single pole MCB
-
6 A to 32 A rating
Each 20
15100
302000
Double pole MCB
-
6 A to 32 A rating
Each 20
40100
802000
7
PampF 240415 V isolator conforming to IS13947-III IEC 60947-3 on existing board sheet including making connections testing etc as required
-
Double pole isolator
-
30 A 40 A rating
Each 20
29800
596000
63 A rating
Each 20
36700
734000
31
Four pole Isolator
-
63 A rating
Each 20
63100
1262000
8
PLaying PVC XLPE insulated amp PVC sheathed cable of 11 KV grade with aluminium conductor of IS1554 P-I IS 7098 P - I of Group 1 of approved make in ground as per IS1255 including excavation of 30cmx75cm size trench 25 cm thick under layer of sandIInd class bricks covering refilling earthcompaction of earth making necessary connection testing etc as required of size
-
100 Sqmm
-
3 core
Mtr 100
15100
1510000
4 core
Mtr 100
17000
1700000
160 Sqmm
-
3 core
Mtr 100
15900
1590000
4 core
Mtr 100
17800
1780000
350 Sqmm
-
35 core
Mtr 100
25200
2520000
9
Plate Earthing as per IS3043 with GI Earth plate of size 600mm x 600mm x 60mm by embodying 3 to 4 mtr below the ground level with 25 mm dia GI B class watering Pipe including all accessories like nut bolts reducer nipple wire meshed funnel and CC finished chamber covered with hinged type with locking arrangement CI Cover CI Frame of size300mm x 300mm complete with alternate layers of salt and cokecharcoal testing of earth resistance as required
Set 2
425000
850000
TOTAL
23646000
32
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Figure Words
Part -D NON BSR Items
1
Shortblasted paver blocks i shape wave shape rectangular shape square shape 60mm thick for colour paver inclusive of material costtax tranportation and unloading(rate-rs 1350m2) considering cement mortar(14)
SQM 80000 --------- -----------
----------
2
Providing and Fixing Cobbles on path way open court yards over 40mm thick base grinded Cement mortar 13 including keeping 10mm joint between cobbles filled with masaldar grinded Cement mortar11 complete in all respects The mortar should remain recessed by 5mm from the top surface of the cobble stone of approved shade Color It includes the cost of stone patties of size 150 x 225 mm at every 3 mtr internal in cobble pathway
(a) 150 mm thick
Sqm 150000 --------- -----------
----------
3
Providing and Fixing fine dressed kerb stone (Dand stone) along with path way gardeningtapperround with top edges in Cement mortar 13 including pointing with lime cream and stone dust with an admixture of pigment complete in all respect as per direction of Engineer incharge
(a) Size 100 x300mm fine dressed
Rmtr 40000 --------- -----------
----------
Total
-
12
Signature of Contractor
27 Period of maintenance and Defects liability
The Contractor shall be responsible to make good within such period as maybe stipulated by the Engineer in-charge any
defect which may develop or may be noticed during period of maintenance of 12 months from the certified date of
completion and which is attributable to the contractor All notice of such defect shall be given to the Contractor promptly In
case the contractor fails to make good the defects the Engineer in-charge may employ other persons to make good such
defects and all expenses consequent thereof and incidental thereto shall be recoverable from the Contractor In the event
the employer takes over portions of work as they are completed the liability of the contractor under this clause for these
portions shall extend to a period of 24 months from the actual dates on which portions of the works are taken over
28 The successful biddercontractor is required to undertake detailed photo recording documentation by still photography
videography of the entire work prior to commencement and the same has to be deposited with the Engineer in charge of
RAJASTHAN TOURISM DEVELOPMENT CORPORATION JAIPUR in two copies immediately Before dismantling any old
work to redo this still photography with specifically putting some identity mark number of the portion by any specified means
has to be done and this to be got checked and certified by Engineer In charge and recorded specifically in the measurement
book (MB) A written permission from the Engineer in charge before commencement of executing such work is essential for
execution as well as for payments
During the work in progress and after its completion also photo documentation is necessary and the photos before amp after
completion of portion of work are essentially to be enclosed with the bill for payment
Signature of Contractor
GENERAL MANAGER (WORKS)
13
SCHEDULE-I
FINANCIAL RESOURCES AND CAPABILITY
(PURSUANT TO CLAUSE 26) 1 Name of Applicant
2 Name of Partner Director
3 Capital
(a) Authorised
(b) ii
4 (a) WhetheCategory of Enlisted in Govt
(b) Details Details of the work completed and applicants performance record for last five years
(information to be furnished in Schedule II in India
(c) Details of works in hand applicants performance record for last five years (Information to be
furnished in Schedule-III)
5 Furnish Balance Sheet and profit and loss statement with auditorrsquos report for the last three years
6 The information on the following aspects should be specifically furnished
(i) Working capital and net worth
(ii) Turnover for the years
a
b
c
(iii) Gross income in years in India
(i)
(ii)
(iii)
(iv) Quick ratio or acid test ration (Quick assets to current liabilities)
7 What is the maximum annual turnover of the project that you can handle (Financial Projection)
8 Have you ever been denied tendering facilities by any Governmental DepartmentPublic Sector
undertaking
(If yes Please give details)
9 List of your source of finance
10 Certificate of financial soundness by Bank
11 Name and address of Bank from whom reference can be obtained
12 Have you ever been declared bankrupt
(if yes please give details)
Signature of Contractor
14
SCHEDULE-II WORKS OF SIMILAR MAGNITUDE TO THE WORK UNDER CONSIDERATION COMPLETED BY THE
APPLICANT IN LAST FIVE YEARS IN INDIA
(Pursuant to Clause 26)
SNo Na
me
of
wor
k
Place
amp
State
Tender
awardi
ng
Agency
Tender
ed Cost
Stipulate
d time of
Completi
on
Time in
which
complete
d
Date
of
comp
letion
Reason
for
Delay
Principal
features
of work
done
Value of
work done
1 2 3 4 5 6 7 8 9 10 11
Year
Year
Year
Signature of Contractor
15
SCHEDULE-III WORKS TENDERED FOR amp WORKS TO BE COMPLETED AS ON THE DATE OF SUBMISSION OF
APPLICATION IN INDIA
(pursuant Clause 26)
SNo Name
of
work
Place
amp
State
Work on Hand Work tendered for
Tender
Cost amp
Date
or
award
Stipulated
period of
Completion
Cost of
work
remaining
to be
executed
Antici
pated
Date
of
compl
eted
Estimate
d cost
(Rs In
Lakh)
Date
when
decisio
n
expecte
d
Stipulate
d Date
period of
Completi
on
Remar
ks
1 2 3 4 5 6 7 8 9 10 11
Year
Year
Year
Signature of Contractor
16
SCHEDULE- IV
Details of Key Personnel intended to be employed for this work
(use separate sheet if necessary)
(Pursuant to clause 26)
S No Name of Person Qualification Designation Experience Work to be
put on
A Technical Personnel
(1)
(2)
(3)
(4)
B Administrative Personnel
(1)
(2)
(3)
(4)
C Master Craftsmen
(1)
(2)
(3)
(4)
D Craftsmen
(1)
(2)
(3)
(4)
E Any other (1)
(2)
(3)
(4)
Signature of Contractor
17
SCHEDULE- V
DETAILS OF MAJOR ITEMS OF CONSTRUCTION PLANT AVAILABLE FOR THIS WORK
S No
Particulars Make Year of manufacture
Nos Whether owned or confirmed lease
1 Lime mortar Mill
2 Scaffolding Material
3 Movable Gantry
Crane etc
4 Any other TampP for
the purpose
5
6
7
8
Signature of Contractor
18
RAJASTHAN TOURISM DEVELOPMENT CORPORATION LIMITED JAIPUR
(WORKS DIVISION)
TENDER DOCUMENT (Financial Bid)
E-Tender (NIT No) 082016-17
Name of work- Development of Craft Haat amp Administrative Block
Restoration Conservation work Stained GssMirror
Signature of Contractor
19
Rajasthan Tourism Development Corporation Ltd Jaipur
Name of Work - Development of Craft Haat amp Administrative Block
Schedule G
SNo Particulars Amount in Rs 1 Part -A Civil Work Based on PWD BSR 2014 1453150650
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part A Civil work ---------------------
2 Part -B Sanitary Work Based on PWD BSR 2014 53818600
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part B Civil work ---------------------
3 Part -C Electrical Work based on Electrical BSR 2013 23646000
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part C Civil work ---------------------
4 Part -D NON BSR Items -
Total
Signature of the Contractor General Manager Works
with full address RTDC Ltd Jaipur
Rajasthan
20
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE AMOUNT
Part -A Based on PWD BSR 2014
1
Earth work in rough excavation banking excavated earth in layers not exceeding 20cm in depth breaking clods watering rolling each layer with 12 tonne roller or stone or steel rammers and rolling every 3rd and top- most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads flood banks marginal banks and guide banks or filling up ground depressions lead up to 50 Mtr and lift up to 15 Mtr All kinds of soil
CUM
25000
23600
5900000
2
Earth work in excavation by mechanical means (hydraulic excavator) by manual means in foundation trenches or drains (not exceeding 15m in width or 10 sum on plan) including dressing of sides and ramming of bottom lift upto 15m including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed with in a lead of 50m of all kinds of soil
CUM
11000
15500
1705000
3
Filling available excavated earth (excluding rock) in trenches plinth side of foundation etc in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift
CUM
20000
5600
1120000
4
Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand
CUM
15000
88700
13305000
5
Providing and laying in position cement concrete including curing compaction etc complete in specified grade excluding the cost
of centering and shuttering - All work up to
plinth level
-
M10 grade Nominal Mix 1 3 6 (1 cement 3 coarse sand 6 graded stone aggregate 20mm nominal size)
CUM
15000
333125
49968750
21
6
Providing and laying damp-proof course with cement concrete grade M-150 (1 2 4) mortar prepared with 1 solution of water-proof compound complete as per specification 75mm thick
SQM
25000
47250
11812500
7
providing and laying in position specified grade of cememt concrete for all RCC structural elements upto plinth level including curing compaction finishing with rendering in cement sand mortar 13 (1cement3 coarse sand) and making good the joints and cost of the plasticizers(if required) excluding the cost of centeringshuttering and reinforcement M20 grade Nominal mixdesign Mix
CUM
27500
411200
113080000
8
Centering and Shuttering with plywood or steel sheets including strutting propping bracing both ways and removal of formwork for foundation footings strap beam raft bases of columns etc
SQM
250000
13700
34250000
9
Providing and fabricating reinforcement for RCC work including straightening cutting bending placing in position and binding (including cost of binding wire) all complete up to floor five level (Cold twisted deformed bars (IS 1786))
Kg
3000000
7400
222000000
10
Brick work with FPS bricks of class designation 75 in foundation and plinth with bricks -cement mortar 14 (1cement 4 coarse sand) CUM
65000
383100
249015000
11
Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in
-
Cement Mortar 13 ( 1-Cement 3-Sand)
CUM
11000
305500
33605000
Cement Mortar 14 ( 1-Cement 4-Sand)
CUM
58000
275600
159848000
12
Providing and fixing wood panelling or panelling and glazing in panelled or panelled and glazed shutters for doors windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured) Panelling for panelled and glazed shutter 25 mm to 40 mm thick
-
Nigeria wood Grade I
SQM
1500
194300
2914500
13
Extra for providing IS 1341-1992 marked Stainless Steel butt hinges instead of black enamelled MS butt hinges with necessary screws (Shutter area to be measured)
SQM
1500
11000
165000
22
14
Providing and fixing 18 mm thick 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I IS 3087 marked including top cover of 6 mm commercial ply wood conforming to IS 303 BWR grade nickel plate MS 20 mm dia curtain rod with nickel plated bracked including fixing with 25x3 mm MS flat 10 cm long all complete
Mtr
3500
29600
1036000
15
Supplying and fixing rolling shutters of approved make made of 80 x 125mm MS laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets side guides and arrangements for inside and outside locking with push and pull operation complete including cost of spring hooks providing and fixing necessary 253cm long wire springs grade No 2 and MS top cover 125mm thick for rolling shutters as per design amp IS 6248- 1979 (Clear openable area to be measured for payment)
SQM
60000
179600
107760000
16
Precast terrazo tiles of approved make 20mm thick with marble chips of size upto 6mm laid in floors and landing jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20mm thick bed of cement sand mortar 1 4 Light shade using white cement
SQM
95000
47000
44650000
17
Plaster on new surface on walls in cement sand mortar 14 including racking of joints etc complete fine finish -12mm thk
SQM
850000
11800
100300000
18
Providing and applying two coats of fire retardant paint unthinned on cleaned woodply surface 35 sum per litre per coat including preparation of base surface as per recommendations of manufacturer to make the surface fire retardant
SQM
850000
31100
264350000
23
19
Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying a) after surface preparation first layer of slurry of cement 0488 kgsqm mixed with water proffing cement compound 0253 kgsqm b) laying second layer of Fiber glass cloth when the first layer is still green Overlaps of joints of fiber cloth should not be less than 10 cm c) Third layer of 15 mm thickness consisting of slurry of cement 1289 kgsqm mixed with water proffing cement compound 0670 kgsqm and coarse sand 1289 kgsqm This will be allowed to air cure for 4 hours followed by water curing for 48 hours The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around d) fourth and final layer of brick tiling lsquowith cement mortar or any other approved protective coarse (which will be paid for separately) For the purpose of measurement the entire treated surface will be measured )
SQM
95000
33800
32110000
20
Laying of lawns including ploughing levelling breaking of clods manuring amp removal of stones etc(Cost of manure or extra good earth to be paid seperately) Maintenance of lawns for 30 daysor more till the grass forms a thick lawns free from weeds amp fit for moving in the duration of planting if lawn die some where the contractor will replant it at his own cost
100 SQM
774
550000
4255900
Total
1453150650
24
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT
Part -B Sanitary Work Based on PWD BSR
2014
1
P amp F Indian type white glazed vitreous china 1st quality WC orissa pan (IS 2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor
-
Size 530x410mm
Each
400
194500
778000
2
P amp F lst quality WVC Urinal (IS2556 mark) with 25mm dia GI waste pipe dome waste couplings concealed iron brackets or screws etc complete
-
Flat Back (small) size 456x355x265mm
Each
400
133200
532800
3
P amp F WVC wash basin (1st
quality IS 2556 Mark) of approved make with CI brackets duly painted 1 No 15 mm CP Pillar cock (IS 8934 Mark) amp 32 mm CP brass waste coupling of approved make 25 mm GI waste pipe complete including cutting amp making good the wall
-
Size 550 mm x 400 mm
Each
400
196800
787200
4 P amp F water closet Seat Covers with brass hinges complete
Solid PVC (ISI Marked) grade-I White for EWC
Each
400
35300
141200
5 P amp F CP lugs for toilet seat cover
Pair
400
7200
28800
6
P amp F Low level flushing cistern of 10 litres capacity (IS 2556 mark) of approved make with complete fittings CI brackets duly painted brass ball cock with ball (IS 1703 mark) complete including cutting and making good the wall
WVC with CP brass bend
Each
800
191000
1528000
7
P amp F Automatic Flushing Cistern of First quality ( IS 774 Mark) of approved make fitting syphon with copper tube CI brackets complete including cutting and making good the wall WVC (as per IS 2556) 10 litres
Each
400
98800
395200
8 P amp F Bottle Trap of approved make
CP Brass 32mm
Each
800
42500
340000
9 P amp F Waste Coupling with fittings of approved quality make
CP Brass 32mm Dia
Each
400
10800
43200
25
10
PampF Marble Urinal Partition slab both sides polished of approved design cut from marble size 900x600mm
Makrana II quality marble having light spots
Each
400
83900
335600
11
P amp F Looking Mirrors with PVC frame of approved make as per direction of Engineer-in-charge
Size 500x400mm
Sqm
400
26600
106400
12 P amp F Waste Pipe with all fittings
PVC with CP nut 32mm
Each
400
13200
52800
13 P amp F Toilet Shelf of approved qualitymake
Acrylic shelf on CP brass casted brackets amp guard rail of Commander equivalent make size 550 X 125 mm
Each
800
75500
604000
14 P amp F Towel Rail or Ring of approved qualitymake
CP brass Towel rail elbow type with concealed scrwes size 450mm (Heavy duty)
Each
400
34000
136000
15 P amp F Grating of approved qualitymake
Stainless steel sheet size 125mm dia Heavy Quality of approved make
Each
800
7000
56000
16 P amp F Liquid Soap Container with brackets complete of approved make
CP brass
Each
400
16000
64000
17 P amp F Toilet Paper Holder with rod of approved qualitymake
CP brass
Each
400
15000
60000
18 P amp F Soap dish or Tray of approved qualitymake
CP brass heavy amp Superior quality
Each
400
10500
42000
19 P amp F jet spray for water closet with CP Copper Tube flange of approved make
Each
400
26600
106400
20
P amp F GI pipes (internal work) with GI fittings (IS 1239 Mark) amp MS clamps including cutting and making good the walls and floors
Concealed pipe in wall including with anticorrosive bitumen paint
15 mm dia nominal bore B Class
Rmt
8000
17600
1408000
21
P amp F GI pipes (External work) with GI fittings (IS 1239 mark) including trenching amp refilling earth etc
15mm dia nominal bore B Class
Rmt
6000
13700
822000
25mm (-do-) B Class
Rmt
6000
21700
1302000
32mm (-do-) B Class
Rmt
6000
27000
1620000
22 Making connection of GI distribution branch with GI main including all fittings
26
Upto 25mm dia
Each
200
23000
46000
Beyond 25 mm amp upto 100 mm dia
Each
200
33800
67600
23
Fixing water meter (IS 779 mark) and stop cock in GI pipe line including making chamber of approved size excluding cost of water meter amp stop cock
Each
200
26700
53400
24 P amp F water meter (IS 779 mark) of approved make
15mm dia
Each
200
86300
172600
25 P amp F Pillar cocks (IS 8934 mark) of superior quality and approved make
CP Pillar cock 15 mm dia
Each
800
70800
566400
26
P amp F inlet connection (angle valves) superior quality of approved make CP inlet connection with 37mm long pipe amp nuts
Each
800
82800
662400
27
PampF bib cocks (IS 8931 mark) superior quality of approved make CP brass bib cock 15mm dia
Each
800
53600
428800
28
PampF Mixing range (15mm) CP one holeclose hole basin mixer with casted spout
Each
400
198600
794400
29
PampF stop cock (IS 8931 mark) superior quality of approved make CP brass concealed stop cock 15mm dia
Each
800
65700
525600
30 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 15mm
Each
400
27700
110800
31 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 25mm
Each
400
48100
192400
32
PampF rigid PVC Pipe (IS4985 mark) class II (4 Kg Cm
2) approved quality make including
joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia
PRM
3000
18800
564000
(b) 75 mm dia
PRM
4000
11900
476000
33
PampF rigid PVC pipe fittings (IS 4985 mark) of approved quality make including joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia bend
Each
800
11200
89600
(b) Plain tee 110mm dia
Each
800
13100
104800
(c) socket 110mm dia 8750
Each
800
7500
60000
(d) socket 75mm dia
Each
800
6100
48800
(e) Bend 75mm dia 8750
Each
1000
6800
68000
(f) Cowel 110mm dia
Each
1000
3900
39000
(g) Cowel 75mm dia
Each
1000
3000
30000
27
(h) 110mm dia door tee
Each
800
14500
116000
(j) 75mm dia with door tee
Each
800
12400
99200
34
PampF square mouth gully trap A grade (IS marked) of approved make complete with CI grating frame amp Cover masonry chamber in CM 16 100mm thick CC M-15 grade coping 12mm thick as per approved design amp type Trap size 150 X 100mm 72 kg CI cover with frame internal chamber size 300mm X 300mm
Each
400
99600
398400
35
Construction of Septic Tank in all types of soil with 40 cm thick masonry in CM 1 6 15 Cm thick CC bed of 1 5 10 M-15 grade CC flooring amp over stone slab covering 80mm thick slab jointing of slab in CM 1 3 Ralthal Kharanja 50 mm thick stone partition walls 20mm thick plaster in CM 1 6 finished with neat floating cement 4 Nos CI foot rests of approved design two No 450mm dia 25 Kg each CI cover with frame earth work etc complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr-
Size 400 X 140 X 150 cm (for 50 users)
Each
200
4506700
9013400
36
Construction of Soakage well in all types of soil 300 mm thick dry stone masonry top and bottom 300 mm course in CM 16 80mm thick stone slab jointing of slab in CM 1 3 Ralthal Kharanja 40 mm thick M-15 grade CC flooring earthwork including disposal of earth within a lead of 50 mtr
Size 300 Cm dia outside amp 300 cm depth
Each
200
1899700
3799400
37
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth upto 05 M
Each
600
432000
2592000
28
38
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth 05 to 10 M
Each
200
475000
950000
39
Providing Laying amp jointing glazed SW pipes grade `A` (IS651 marked) of approved make with spun yarn amp stiff mixture of cement mortar 11 excavation amp refilling of earth in all types of soil upto 12m depth SW fittings including testing of joints etc complete150mm dia
RM
15000
36900
5535000
40
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) all around SW pipe including 15 Cm thick bed concrete (Width W= Diameter of pipe in Cm+30 Cm)( Excluding cost of pipe)150mm dia
RM
15000
48500
7275000
41
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) upto haunches of SW pipes including 150 mm thick bed concrete (Width W= Dia of pipe in Cm+ 30Cm) concrete width to be reduced from width W at center of pipe to `0` at top of pipe (Excluding cost of pipe)
RM
25000
30600
7650000
Total
53818600
29
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Part -C Electrical Work based on
Electrical BSR 2013
1
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles18 SWG MS box with earth terminal 6 A switch 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
Medium point (up to 6 mtr)
P point 50
29300
1465000
Long point (up to 10 mtr)
P point 50
41500
2075000
2
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories 18 SWG 175 mm x 100 mm x 60 mm MS box with earth terminal 6 A switch 6 A socket 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
-
On board
P point 20
9100
182000
3
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles Moulded PVC Modular Box with 6 A Modular switchModular plate with grid plate screws making connections testing etc as required
-
Medium point (up to 6 mtr)
P point 50
33200
1660000
30
Long point (up to 10 mtr)
P point 50
45200
2260000
4
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories moulded PVC Modular box with earth terminal 6 A modular switch 6 A modular socket Modular plate with grid plate screws making connections testing etc as required
-
On board
P point 20
24400
488000
5
Supplying and drawing FR PVC insulated amp unsheathed flexible copper conductor ISI marked (IS694) of 11 kV grade and approved make in existing surface or recessed conduitcasing capping including making connections etc as required
-
1 x 15 sqmm
Mtr 100
1400
140000
2 x 15 sqmm
Mtr 200
2600
520000
2 x 25 sqmm
Mtr 100
4100
410000
4 x 25 sqmm
Mtr 100
8000
800000
6
PampF 240415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B C D tripping characteristic) ISI marked IS 8828(1996)] conforming to IEC 60898 in existing boardsheets including making connections testing etc as required
-
Single pole MCB
-
6 A to 32 A rating
Each 20
15100
302000
Double pole MCB
-
6 A to 32 A rating
Each 20
40100
802000
7
PampF 240415 V isolator conforming to IS13947-III IEC 60947-3 on existing board sheet including making connections testing etc as required
-
Double pole isolator
-
30 A 40 A rating
Each 20
29800
596000
63 A rating
Each 20
36700
734000
31
Four pole Isolator
-
63 A rating
Each 20
63100
1262000
8
PLaying PVC XLPE insulated amp PVC sheathed cable of 11 KV grade with aluminium conductor of IS1554 P-I IS 7098 P - I of Group 1 of approved make in ground as per IS1255 including excavation of 30cmx75cm size trench 25 cm thick under layer of sandIInd class bricks covering refilling earthcompaction of earth making necessary connection testing etc as required of size
-
100 Sqmm
-
3 core
Mtr 100
15100
1510000
4 core
Mtr 100
17000
1700000
160 Sqmm
-
3 core
Mtr 100
15900
1590000
4 core
Mtr 100
17800
1780000
350 Sqmm
-
35 core
Mtr 100
25200
2520000
9
Plate Earthing as per IS3043 with GI Earth plate of size 600mm x 600mm x 60mm by embodying 3 to 4 mtr below the ground level with 25 mm dia GI B class watering Pipe including all accessories like nut bolts reducer nipple wire meshed funnel and CC finished chamber covered with hinged type with locking arrangement CI Cover CI Frame of size300mm x 300mm complete with alternate layers of salt and cokecharcoal testing of earth resistance as required
Set 2
425000
850000
TOTAL
23646000
32
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Figure Words
Part -D NON BSR Items
1
Shortblasted paver blocks i shape wave shape rectangular shape square shape 60mm thick for colour paver inclusive of material costtax tranportation and unloading(rate-rs 1350m2) considering cement mortar(14)
SQM 80000 --------- -----------
----------
2
Providing and Fixing Cobbles on path way open court yards over 40mm thick base grinded Cement mortar 13 including keeping 10mm joint between cobbles filled with masaldar grinded Cement mortar11 complete in all respects The mortar should remain recessed by 5mm from the top surface of the cobble stone of approved shade Color It includes the cost of stone patties of size 150 x 225 mm at every 3 mtr internal in cobble pathway
(a) 150 mm thick
Sqm 150000 --------- -----------
----------
3
Providing and Fixing fine dressed kerb stone (Dand stone) along with path way gardeningtapperround with top edges in Cement mortar 13 including pointing with lime cream and stone dust with an admixture of pigment complete in all respect as per direction of Engineer incharge
(a) Size 100 x300mm fine dressed
Rmtr 40000 --------- -----------
----------
Total
-
13
SCHEDULE-I
FINANCIAL RESOURCES AND CAPABILITY
(PURSUANT TO CLAUSE 26) 1 Name of Applicant
2 Name of Partner Director
3 Capital
(a) Authorised
(b) ii
4 (a) WhetheCategory of Enlisted in Govt
(b) Details Details of the work completed and applicants performance record for last five years
(information to be furnished in Schedule II in India
(c) Details of works in hand applicants performance record for last five years (Information to be
furnished in Schedule-III)
5 Furnish Balance Sheet and profit and loss statement with auditorrsquos report for the last three years
6 The information on the following aspects should be specifically furnished
(i) Working capital and net worth
(ii) Turnover for the years
a
b
c
(iii) Gross income in years in India
(i)
(ii)
(iii)
(iv) Quick ratio or acid test ration (Quick assets to current liabilities)
7 What is the maximum annual turnover of the project that you can handle (Financial Projection)
8 Have you ever been denied tendering facilities by any Governmental DepartmentPublic Sector
undertaking
(If yes Please give details)
9 List of your source of finance
10 Certificate of financial soundness by Bank
11 Name and address of Bank from whom reference can be obtained
12 Have you ever been declared bankrupt
(if yes please give details)
Signature of Contractor
14
SCHEDULE-II WORKS OF SIMILAR MAGNITUDE TO THE WORK UNDER CONSIDERATION COMPLETED BY THE
APPLICANT IN LAST FIVE YEARS IN INDIA
(Pursuant to Clause 26)
SNo Na
me
of
wor
k
Place
amp
State
Tender
awardi
ng
Agency
Tender
ed Cost
Stipulate
d time of
Completi
on
Time in
which
complete
d
Date
of
comp
letion
Reason
for
Delay
Principal
features
of work
done
Value of
work done
1 2 3 4 5 6 7 8 9 10 11
Year
Year
Year
Signature of Contractor
15
SCHEDULE-III WORKS TENDERED FOR amp WORKS TO BE COMPLETED AS ON THE DATE OF SUBMISSION OF
APPLICATION IN INDIA
(pursuant Clause 26)
SNo Name
of
work
Place
amp
State
Work on Hand Work tendered for
Tender
Cost amp
Date
or
award
Stipulated
period of
Completion
Cost of
work
remaining
to be
executed
Antici
pated
Date
of
compl
eted
Estimate
d cost
(Rs In
Lakh)
Date
when
decisio
n
expecte
d
Stipulate
d Date
period of
Completi
on
Remar
ks
1 2 3 4 5 6 7 8 9 10 11
Year
Year
Year
Signature of Contractor
16
SCHEDULE- IV
Details of Key Personnel intended to be employed for this work
(use separate sheet if necessary)
(Pursuant to clause 26)
S No Name of Person Qualification Designation Experience Work to be
put on
A Technical Personnel
(1)
(2)
(3)
(4)
B Administrative Personnel
(1)
(2)
(3)
(4)
C Master Craftsmen
(1)
(2)
(3)
(4)
D Craftsmen
(1)
(2)
(3)
(4)
E Any other (1)
(2)
(3)
(4)
Signature of Contractor
17
SCHEDULE- V
DETAILS OF MAJOR ITEMS OF CONSTRUCTION PLANT AVAILABLE FOR THIS WORK
S No
Particulars Make Year of manufacture
Nos Whether owned or confirmed lease
1 Lime mortar Mill
2 Scaffolding Material
3 Movable Gantry
Crane etc
4 Any other TampP for
the purpose
5
6
7
8
Signature of Contractor
18
RAJASTHAN TOURISM DEVELOPMENT CORPORATION LIMITED JAIPUR
(WORKS DIVISION)
TENDER DOCUMENT (Financial Bid)
E-Tender (NIT No) 082016-17
Name of work- Development of Craft Haat amp Administrative Block
Restoration Conservation work Stained GssMirror
Signature of Contractor
19
Rajasthan Tourism Development Corporation Ltd Jaipur
Name of Work - Development of Craft Haat amp Administrative Block
Schedule G
SNo Particulars Amount in Rs 1 Part -A Civil Work Based on PWD BSR 2014 1453150650
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part A Civil work ---------------------
2 Part -B Sanitary Work Based on PWD BSR 2014 53818600
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part B Civil work ---------------------
3 Part -C Electrical Work based on Electrical BSR 2013 23646000
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part C Civil work ---------------------
4 Part -D NON BSR Items -
Total
Signature of the Contractor General Manager Works
with full address RTDC Ltd Jaipur
Rajasthan
20
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE AMOUNT
Part -A Based on PWD BSR 2014
1
Earth work in rough excavation banking excavated earth in layers not exceeding 20cm in depth breaking clods watering rolling each layer with 12 tonne roller or stone or steel rammers and rolling every 3rd and top- most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads flood banks marginal banks and guide banks or filling up ground depressions lead up to 50 Mtr and lift up to 15 Mtr All kinds of soil
CUM
25000
23600
5900000
2
Earth work in excavation by mechanical means (hydraulic excavator) by manual means in foundation trenches or drains (not exceeding 15m in width or 10 sum on plan) including dressing of sides and ramming of bottom lift upto 15m including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed with in a lead of 50m of all kinds of soil
CUM
11000
15500
1705000
3
Filling available excavated earth (excluding rock) in trenches plinth side of foundation etc in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift
CUM
20000
5600
1120000
4
Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand
CUM
15000
88700
13305000
5
Providing and laying in position cement concrete including curing compaction etc complete in specified grade excluding the cost
of centering and shuttering - All work up to
plinth level
-
M10 grade Nominal Mix 1 3 6 (1 cement 3 coarse sand 6 graded stone aggregate 20mm nominal size)
CUM
15000
333125
49968750
21
6
Providing and laying damp-proof course with cement concrete grade M-150 (1 2 4) mortar prepared with 1 solution of water-proof compound complete as per specification 75mm thick
SQM
25000
47250
11812500
7
providing and laying in position specified grade of cememt concrete for all RCC structural elements upto plinth level including curing compaction finishing with rendering in cement sand mortar 13 (1cement3 coarse sand) and making good the joints and cost of the plasticizers(if required) excluding the cost of centeringshuttering and reinforcement M20 grade Nominal mixdesign Mix
CUM
27500
411200
113080000
8
Centering and Shuttering with plywood or steel sheets including strutting propping bracing both ways and removal of formwork for foundation footings strap beam raft bases of columns etc
SQM
250000
13700
34250000
9
Providing and fabricating reinforcement for RCC work including straightening cutting bending placing in position and binding (including cost of binding wire) all complete up to floor five level (Cold twisted deformed bars (IS 1786))
Kg
3000000
7400
222000000
10
Brick work with FPS bricks of class designation 75 in foundation and plinth with bricks -cement mortar 14 (1cement 4 coarse sand) CUM
65000
383100
249015000
11
Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in
-
Cement Mortar 13 ( 1-Cement 3-Sand)
CUM
11000
305500
33605000
Cement Mortar 14 ( 1-Cement 4-Sand)
CUM
58000
275600
159848000
12
Providing and fixing wood panelling or panelling and glazing in panelled or panelled and glazed shutters for doors windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured) Panelling for panelled and glazed shutter 25 mm to 40 mm thick
-
Nigeria wood Grade I
SQM
1500
194300
2914500
13
Extra for providing IS 1341-1992 marked Stainless Steel butt hinges instead of black enamelled MS butt hinges with necessary screws (Shutter area to be measured)
SQM
1500
11000
165000
22
14
Providing and fixing 18 mm thick 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I IS 3087 marked including top cover of 6 mm commercial ply wood conforming to IS 303 BWR grade nickel plate MS 20 mm dia curtain rod with nickel plated bracked including fixing with 25x3 mm MS flat 10 cm long all complete
Mtr
3500
29600
1036000
15
Supplying and fixing rolling shutters of approved make made of 80 x 125mm MS laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets side guides and arrangements for inside and outside locking with push and pull operation complete including cost of spring hooks providing and fixing necessary 253cm long wire springs grade No 2 and MS top cover 125mm thick for rolling shutters as per design amp IS 6248- 1979 (Clear openable area to be measured for payment)
SQM
60000
179600
107760000
16
Precast terrazo tiles of approved make 20mm thick with marble chips of size upto 6mm laid in floors and landing jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20mm thick bed of cement sand mortar 1 4 Light shade using white cement
SQM
95000
47000
44650000
17
Plaster on new surface on walls in cement sand mortar 14 including racking of joints etc complete fine finish -12mm thk
SQM
850000
11800
100300000
18
Providing and applying two coats of fire retardant paint unthinned on cleaned woodply surface 35 sum per litre per coat including preparation of base surface as per recommendations of manufacturer to make the surface fire retardant
SQM
850000
31100
264350000
23
19
Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying a) after surface preparation first layer of slurry of cement 0488 kgsqm mixed with water proffing cement compound 0253 kgsqm b) laying second layer of Fiber glass cloth when the first layer is still green Overlaps of joints of fiber cloth should not be less than 10 cm c) Third layer of 15 mm thickness consisting of slurry of cement 1289 kgsqm mixed with water proffing cement compound 0670 kgsqm and coarse sand 1289 kgsqm This will be allowed to air cure for 4 hours followed by water curing for 48 hours The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around d) fourth and final layer of brick tiling lsquowith cement mortar or any other approved protective coarse (which will be paid for separately) For the purpose of measurement the entire treated surface will be measured )
SQM
95000
33800
32110000
20
Laying of lawns including ploughing levelling breaking of clods manuring amp removal of stones etc(Cost of manure or extra good earth to be paid seperately) Maintenance of lawns for 30 daysor more till the grass forms a thick lawns free from weeds amp fit for moving in the duration of planting if lawn die some where the contractor will replant it at his own cost
100 SQM
774
550000
4255900
Total
1453150650
24
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT
Part -B Sanitary Work Based on PWD BSR
2014
1
P amp F Indian type white glazed vitreous china 1st quality WC orissa pan (IS 2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor
-
Size 530x410mm
Each
400
194500
778000
2
P amp F lst quality WVC Urinal (IS2556 mark) with 25mm dia GI waste pipe dome waste couplings concealed iron brackets or screws etc complete
-
Flat Back (small) size 456x355x265mm
Each
400
133200
532800
3
P amp F WVC wash basin (1st
quality IS 2556 Mark) of approved make with CI brackets duly painted 1 No 15 mm CP Pillar cock (IS 8934 Mark) amp 32 mm CP brass waste coupling of approved make 25 mm GI waste pipe complete including cutting amp making good the wall
-
Size 550 mm x 400 mm
Each
400
196800
787200
4 P amp F water closet Seat Covers with brass hinges complete
Solid PVC (ISI Marked) grade-I White for EWC
Each
400
35300
141200
5 P amp F CP lugs for toilet seat cover
Pair
400
7200
28800
6
P amp F Low level flushing cistern of 10 litres capacity (IS 2556 mark) of approved make with complete fittings CI brackets duly painted brass ball cock with ball (IS 1703 mark) complete including cutting and making good the wall
WVC with CP brass bend
Each
800
191000
1528000
7
P amp F Automatic Flushing Cistern of First quality ( IS 774 Mark) of approved make fitting syphon with copper tube CI brackets complete including cutting and making good the wall WVC (as per IS 2556) 10 litres
Each
400
98800
395200
8 P amp F Bottle Trap of approved make
CP Brass 32mm
Each
800
42500
340000
9 P amp F Waste Coupling with fittings of approved quality make
CP Brass 32mm Dia
Each
400
10800
43200
25
10
PampF Marble Urinal Partition slab both sides polished of approved design cut from marble size 900x600mm
Makrana II quality marble having light spots
Each
400
83900
335600
11
P amp F Looking Mirrors with PVC frame of approved make as per direction of Engineer-in-charge
Size 500x400mm
Sqm
400
26600
106400
12 P amp F Waste Pipe with all fittings
PVC with CP nut 32mm
Each
400
13200
52800
13 P amp F Toilet Shelf of approved qualitymake
Acrylic shelf on CP brass casted brackets amp guard rail of Commander equivalent make size 550 X 125 mm
Each
800
75500
604000
14 P amp F Towel Rail or Ring of approved qualitymake
CP brass Towel rail elbow type with concealed scrwes size 450mm (Heavy duty)
Each
400
34000
136000
15 P amp F Grating of approved qualitymake
Stainless steel sheet size 125mm dia Heavy Quality of approved make
Each
800
7000
56000
16 P amp F Liquid Soap Container with brackets complete of approved make
CP brass
Each
400
16000
64000
17 P amp F Toilet Paper Holder with rod of approved qualitymake
CP brass
Each
400
15000
60000
18 P amp F Soap dish or Tray of approved qualitymake
CP brass heavy amp Superior quality
Each
400
10500
42000
19 P amp F jet spray for water closet with CP Copper Tube flange of approved make
Each
400
26600
106400
20
P amp F GI pipes (internal work) with GI fittings (IS 1239 Mark) amp MS clamps including cutting and making good the walls and floors
Concealed pipe in wall including with anticorrosive bitumen paint
15 mm dia nominal bore B Class
Rmt
8000
17600
1408000
21
P amp F GI pipes (External work) with GI fittings (IS 1239 mark) including trenching amp refilling earth etc
15mm dia nominal bore B Class
Rmt
6000
13700
822000
25mm (-do-) B Class
Rmt
6000
21700
1302000
32mm (-do-) B Class
Rmt
6000
27000
1620000
22 Making connection of GI distribution branch with GI main including all fittings
26
Upto 25mm dia
Each
200
23000
46000
Beyond 25 mm amp upto 100 mm dia
Each
200
33800
67600
23
Fixing water meter (IS 779 mark) and stop cock in GI pipe line including making chamber of approved size excluding cost of water meter amp stop cock
Each
200
26700
53400
24 P amp F water meter (IS 779 mark) of approved make
15mm dia
Each
200
86300
172600
25 P amp F Pillar cocks (IS 8934 mark) of superior quality and approved make
CP Pillar cock 15 mm dia
Each
800
70800
566400
26
P amp F inlet connection (angle valves) superior quality of approved make CP inlet connection with 37mm long pipe amp nuts
Each
800
82800
662400
27
PampF bib cocks (IS 8931 mark) superior quality of approved make CP brass bib cock 15mm dia
Each
800
53600
428800
28
PampF Mixing range (15mm) CP one holeclose hole basin mixer with casted spout
Each
400
198600
794400
29
PampF stop cock (IS 8931 mark) superior quality of approved make CP brass concealed stop cock 15mm dia
Each
800
65700
525600
30 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 15mm
Each
400
27700
110800
31 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 25mm
Each
400
48100
192400
32
PampF rigid PVC Pipe (IS4985 mark) class II (4 Kg Cm
2) approved quality make including
joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia
PRM
3000
18800
564000
(b) 75 mm dia
PRM
4000
11900
476000
33
PampF rigid PVC pipe fittings (IS 4985 mark) of approved quality make including joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia bend
Each
800
11200
89600
(b) Plain tee 110mm dia
Each
800
13100
104800
(c) socket 110mm dia 8750
Each
800
7500
60000
(d) socket 75mm dia
Each
800
6100
48800
(e) Bend 75mm dia 8750
Each
1000
6800
68000
(f) Cowel 110mm dia
Each
1000
3900
39000
(g) Cowel 75mm dia
Each
1000
3000
30000
27
(h) 110mm dia door tee
Each
800
14500
116000
(j) 75mm dia with door tee
Each
800
12400
99200
34
PampF square mouth gully trap A grade (IS marked) of approved make complete with CI grating frame amp Cover masonry chamber in CM 16 100mm thick CC M-15 grade coping 12mm thick as per approved design amp type Trap size 150 X 100mm 72 kg CI cover with frame internal chamber size 300mm X 300mm
Each
400
99600
398400
35
Construction of Septic Tank in all types of soil with 40 cm thick masonry in CM 1 6 15 Cm thick CC bed of 1 5 10 M-15 grade CC flooring amp over stone slab covering 80mm thick slab jointing of slab in CM 1 3 Ralthal Kharanja 50 mm thick stone partition walls 20mm thick plaster in CM 1 6 finished with neat floating cement 4 Nos CI foot rests of approved design two No 450mm dia 25 Kg each CI cover with frame earth work etc complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr-
Size 400 X 140 X 150 cm (for 50 users)
Each
200
4506700
9013400
36
Construction of Soakage well in all types of soil 300 mm thick dry stone masonry top and bottom 300 mm course in CM 16 80mm thick stone slab jointing of slab in CM 1 3 Ralthal Kharanja 40 mm thick M-15 grade CC flooring earthwork including disposal of earth within a lead of 50 mtr
Size 300 Cm dia outside amp 300 cm depth
Each
200
1899700
3799400
37
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth upto 05 M
Each
600
432000
2592000
28
38
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth 05 to 10 M
Each
200
475000
950000
39
Providing Laying amp jointing glazed SW pipes grade `A` (IS651 marked) of approved make with spun yarn amp stiff mixture of cement mortar 11 excavation amp refilling of earth in all types of soil upto 12m depth SW fittings including testing of joints etc complete150mm dia
RM
15000
36900
5535000
40
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) all around SW pipe including 15 Cm thick bed concrete (Width W= Diameter of pipe in Cm+30 Cm)( Excluding cost of pipe)150mm dia
RM
15000
48500
7275000
41
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) upto haunches of SW pipes including 150 mm thick bed concrete (Width W= Dia of pipe in Cm+ 30Cm) concrete width to be reduced from width W at center of pipe to `0` at top of pipe (Excluding cost of pipe)
RM
25000
30600
7650000
Total
53818600
29
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Part -C Electrical Work based on
Electrical BSR 2013
1
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles18 SWG MS box with earth terminal 6 A switch 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
Medium point (up to 6 mtr)
P point 50
29300
1465000
Long point (up to 10 mtr)
P point 50
41500
2075000
2
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories 18 SWG 175 mm x 100 mm x 60 mm MS box with earth terminal 6 A switch 6 A socket 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
-
On board
P point 20
9100
182000
3
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles Moulded PVC Modular Box with 6 A Modular switchModular plate with grid plate screws making connections testing etc as required
-
Medium point (up to 6 mtr)
P point 50
33200
1660000
30
Long point (up to 10 mtr)
P point 50
45200
2260000
4
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories moulded PVC Modular box with earth terminal 6 A modular switch 6 A modular socket Modular plate with grid plate screws making connections testing etc as required
-
On board
P point 20
24400
488000
5
Supplying and drawing FR PVC insulated amp unsheathed flexible copper conductor ISI marked (IS694) of 11 kV grade and approved make in existing surface or recessed conduitcasing capping including making connections etc as required
-
1 x 15 sqmm
Mtr 100
1400
140000
2 x 15 sqmm
Mtr 200
2600
520000
2 x 25 sqmm
Mtr 100
4100
410000
4 x 25 sqmm
Mtr 100
8000
800000
6
PampF 240415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B C D tripping characteristic) ISI marked IS 8828(1996)] conforming to IEC 60898 in existing boardsheets including making connections testing etc as required
-
Single pole MCB
-
6 A to 32 A rating
Each 20
15100
302000
Double pole MCB
-
6 A to 32 A rating
Each 20
40100
802000
7
PampF 240415 V isolator conforming to IS13947-III IEC 60947-3 on existing board sheet including making connections testing etc as required
-
Double pole isolator
-
30 A 40 A rating
Each 20
29800
596000
63 A rating
Each 20
36700
734000
31
Four pole Isolator
-
63 A rating
Each 20
63100
1262000
8
PLaying PVC XLPE insulated amp PVC sheathed cable of 11 KV grade with aluminium conductor of IS1554 P-I IS 7098 P - I of Group 1 of approved make in ground as per IS1255 including excavation of 30cmx75cm size trench 25 cm thick under layer of sandIInd class bricks covering refilling earthcompaction of earth making necessary connection testing etc as required of size
-
100 Sqmm
-
3 core
Mtr 100
15100
1510000
4 core
Mtr 100
17000
1700000
160 Sqmm
-
3 core
Mtr 100
15900
1590000
4 core
Mtr 100
17800
1780000
350 Sqmm
-
35 core
Mtr 100
25200
2520000
9
Plate Earthing as per IS3043 with GI Earth plate of size 600mm x 600mm x 60mm by embodying 3 to 4 mtr below the ground level with 25 mm dia GI B class watering Pipe including all accessories like nut bolts reducer nipple wire meshed funnel and CC finished chamber covered with hinged type with locking arrangement CI Cover CI Frame of size300mm x 300mm complete with alternate layers of salt and cokecharcoal testing of earth resistance as required
Set 2
425000
850000
TOTAL
23646000
32
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Figure Words
Part -D NON BSR Items
1
Shortblasted paver blocks i shape wave shape rectangular shape square shape 60mm thick for colour paver inclusive of material costtax tranportation and unloading(rate-rs 1350m2) considering cement mortar(14)
SQM 80000 --------- -----------
----------
2
Providing and Fixing Cobbles on path way open court yards over 40mm thick base grinded Cement mortar 13 including keeping 10mm joint between cobbles filled with masaldar grinded Cement mortar11 complete in all respects The mortar should remain recessed by 5mm from the top surface of the cobble stone of approved shade Color It includes the cost of stone patties of size 150 x 225 mm at every 3 mtr internal in cobble pathway
(a) 150 mm thick
Sqm 150000 --------- -----------
----------
3
Providing and Fixing fine dressed kerb stone (Dand stone) along with path way gardeningtapperround with top edges in Cement mortar 13 including pointing with lime cream and stone dust with an admixture of pigment complete in all respect as per direction of Engineer incharge
(a) Size 100 x300mm fine dressed
Rmtr 40000 --------- -----------
----------
Total
-
14
SCHEDULE-II WORKS OF SIMILAR MAGNITUDE TO THE WORK UNDER CONSIDERATION COMPLETED BY THE
APPLICANT IN LAST FIVE YEARS IN INDIA
(Pursuant to Clause 26)
SNo Na
me
of
wor
k
Place
amp
State
Tender
awardi
ng
Agency
Tender
ed Cost
Stipulate
d time of
Completi
on
Time in
which
complete
d
Date
of
comp
letion
Reason
for
Delay
Principal
features
of work
done
Value of
work done
1 2 3 4 5 6 7 8 9 10 11
Year
Year
Year
Signature of Contractor
15
SCHEDULE-III WORKS TENDERED FOR amp WORKS TO BE COMPLETED AS ON THE DATE OF SUBMISSION OF
APPLICATION IN INDIA
(pursuant Clause 26)
SNo Name
of
work
Place
amp
State
Work on Hand Work tendered for
Tender
Cost amp
Date
or
award
Stipulated
period of
Completion
Cost of
work
remaining
to be
executed
Antici
pated
Date
of
compl
eted
Estimate
d cost
(Rs In
Lakh)
Date
when
decisio
n
expecte
d
Stipulate
d Date
period of
Completi
on
Remar
ks
1 2 3 4 5 6 7 8 9 10 11
Year
Year
Year
Signature of Contractor
16
SCHEDULE- IV
Details of Key Personnel intended to be employed for this work
(use separate sheet if necessary)
(Pursuant to clause 26)
S No Name of Person Qualification Designation Experience Work to be
put on
A Technical Personnel
(1)
(2)
(3)
(4)
B Administrative Personnel
(1)
(2)
(3)
(4)
C Master Craftsmen
(1)
(2)
(3)
(4)
D Craftsmen
(1)
(2)
(3)
(4)
E Any other (1)
(2)
(3)
(4)
Signature of Contractor
17
SCHEDULE- V
DETAILS OF MAJOR ITEMS OF CONSTRUCTION PLANT AVAILABLE FOR THIS WORK
S No
Particulars Make Year of manufacture
Nos Whether owned or confirmed lease
1 Lime mortar Mill
2 Scaffolding Material
3 Movable Gantry
Crane etc
4 Any other TampP for
the purpose
5
6
7
8
Signature of Contractor
18
RAJASTHAN TOURISM DEVELOPMENT CORPORATION LIMITED JAIPUR
(WORKS DIVISION)
TENDER DOCUMENT (Financial Bid)
E-Tender (NIT No) 082016-17
Name of work- Development of Craft Haat amp Administrative Block
Restoration Conservation work Stained GssMirror
Signature of Contractor
19
Rajasthan Tourism Development Corporation Ltd Jaipur
Name of Work - Development of Craft Haat amp Administrative Block
Schedule G
SNo Particulars Amount in Rs 1 Part -A Civil Work Based on PWD BSR 2014 1453150650
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part A Civil work ---------------------
2 Part -B Sanitary Work Based on PWD BSR 2014 53818600
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part B Civil work ---------------------
3 Part -C Electrical Work based on Electrical BSR 2013 23646000
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part C Civil work ---------------------
4 Part -D NON BSR Items -
Total
Signature of the Contractor General Manager Works
with full address RTDC Ltd Jaipur
Rajasthan
20
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE AMOUNT
Part -A Based on PWD BSR 2014
1
Earth work in rough excavation banking excavated earth in layers not exceeding 20cm in depth breaking clods watering rolling each layer with 12 tonne roller or stone or steel rammers and rolling every 3rd and top- most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads flood banks marginal banks and guide banks or filling up ground depressions lead up to 50 Mtr and lift up to 15 Mtr All kinds of soil
CUM
25000
23600
5900000
2
Earth work in excavation by mechanical means (hydraulic excavator) by manual means in foundation trenches or drains (not exceeding 15m in width or 10 sum on plan) including dressing of sides and ramming of bottom lift upto 15m including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed with in a lead of 50m of all kinds of soil
CUM
11000
15500
1705000
3
Filling available excavated earth (excluding rock) in trenches plinth side of foundation etc in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift
CUM
20000
5600
1120000
4
Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand
CUM
15000
88700
13305000
5
Providing and laying in position cement concrete including curing compaction etc complete in specified grade excluding the cost
of centering and shuttering - All work up to
plinth level
-
M10 grade Nominal Mix 1 3 6 (1 cement 3 coarse sand 6 graded stone aggregate 20mm nominal size)
CUM
15000
333125
49968750
21
6
Providing and laying damp-proof course with cement concrete grade M-150 (1 2 4) mortar prepared with 1 solution of water-proof compound complete as per specification 75mm thick
SQM
25000
47250
11812500
7
providing and laying in position specified grade of cememt concrete for all RCC structural elements upto plinth level including curing compaction finishing with rendering in cement sand mortar 13 (1cement3 coarse sand) and making good the joints and cost of the plasticizers(if required) excluding the cost of centeringshuttering and reinforcement M20 grade Nominal mixdesign Mix
CUM
27500
411200
113080000
8
Centering and Shuttering with plywood or steel sheets including strutting propping bracing both ways and removal of formwork for foundation footings strap beam raft bases of columns etc
SQM
250000
13700
34250000
9
Providing and fabricating reinforcement for RCC work including straightening cutting bending placing in position and binding (including cost of binding wire) all complete up to floor five level (Cold twisted deformed bars (IS 1786))
Kg
3000000
7400
222000000
10
Brick work with FPS bricks of class designation 75 in foundation and plinth with bricks -cement mortar 14 (1cement 4 coarse sand) CUM
65000
383100
249015000
11
Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in
-
Cement Mortar 13 ( 1-Cement 3-Sand)
CUM
11000
305500
33605000
Cement Mortar 14 ( 1-Cement 4-Sand)
CUM
58000
275600
159848000
12
Providing and fixing wood panelling or panelling and glazing in panelled or panelled and glazed shutters for doors windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured) Panelling for panelled and glazed shutter 25 mm to 40 mm thick
-
Nigeria wood Grade I
SQM
1500
194300
2914500
13
Extra for providing IS 1341-1992 marked Stainless Steel butt hinges instead of black enamelled MS butt hinges with necessary screws (Shutter area to be measured)
SQM
1500
11000
165000
22
14
Providing and fixing 18 mm thick 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I IS 3087 marked including top cover of 6 mm commercial ply wood conforming to IS 303 BWR grade nickel plate MS 20 mm dia curtain rod with nickel plated bracked including fixing with 25x3 mm MS flat 10 cm long all complete
Mtr
3500
29600
1036000
15
Supplying and fixing rolling shutters of approved make made of 80 x 125mm MS laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets side guides and arrangements for inside and outside locking with push and pull operation complete including cost of spring hooks providing and fixing necessary 253cm long wire springs grade No 2 and MS top cover 125mm thick for rolling shutters as per design amp IS 6248- 1979 (Clear openable area to be measured for payment)
SQM
60000
179600
107760000
16
Precast terrazo tiles of approved make 20mm thick with marble chips of size upto 6mm laid in floors and landing jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20mm thick bed of cement sand mortar 1 4 Light shade using white cement
SQM
95000
47000
44650000
17
Plaster on new surface on walls in cement sand mortar 14 including racking of joints etc complete fine finish -12mm thk
SQM
850000
11800
100300000
18
Providing and applying two coats of fire retardant paint unthinned on cleaned woodply surface 35 sum per litre per coat including preparation of base surface as per recommendations of manufacturer to make the surface fire retardant
SQM
850000
31100
264350000
23
19
Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying a) after surface preparation first layer of slurry of cement 0488 kgsqm mixed with water proffing cement compound 0253 kgsqm b) laying second layer of Fiber glass cloth when the first layer is still green Overlaps of joints of fiber cloth should not be less than 10 cm c) Third layer of 15 mm thickness consisting of slurry of cement 1289 kgsqm mixed with water proffing cement compound 0670 kgsqm and coarse sand 1289 kgsqm This will be allowed to air cure for 4 hours followed by water curing for 48 hours The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around d) fourth and final layer of brick tiling lsquowith cement mortar or any other approved protective coarse (which will be paid for separately) For the purpose of measurement the entire treated surface will be measured )
SQM
95000
33800
32110000
20
Laying of lawns including ploughing levelling breaking of clods manuring amp removal of stones etc(Cost of manure or extra good earth to be paid seperately) Maintenance of lawns for 30 daysor more till the grass forms a thick lawns free from weeds amp fit for moving in the duration of planting if lawn die some where the contractor will replant it at his own cost
100 SQM
774
550000
4255900
Total
1453150650
24
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT
Part -B Sanitary Work Based on PWD BSR
2014
1
P amp F Indian type white glazed vitreous china 1st quality WC orissa pan (IS 2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor
-
Size 530x410mm
Each
400
194500
778000
2
P amp F lst quality WVC Urinal (IS2556 mark) with 25mm dia GI waste pipe dome waste couplings concealed iron brackets or screws etc complete
-
Flat Back (small) size 456x355x265mm
Each
400
133200
532800
3
P amp F WVC wash basin (1st
quality IS 2556 Mark) of approved make with CI brackets duly painted 1 No 15 mm CP Pillar cock (IS 8934 Mark) amp 32 mm CP brass waste coupling of approved make 25 mm GI waste pipe complete including cutting amp making good the wall
-
Size 550 mm x 400 mm
Each
400
196800
787200
4 P amp F water closet Seat Covers with brass hinges complete
Solid PVC (ISI Marked) grade-I White for EWC
Each
400
35300
141200
5 P amp F CP lugs for toilet seat cover
Pair
400
7200
28800
6
P amp F Low level flushing cistern of 10 litres capacity (IS 2556 mark) of approved make with complete fittings CI brackets duly painted brass ball cock with ball (IS 1703 mark) complete including cutting and making good the wall
WVC with CP brass bend
Each
800
191000
1528000
7
P amp F Automatic Flushing Cistern of First quality ( IS 774 Mark) of approved make fitting syphon with copper tube CI brackets complete including cutting and making good the wall WVC (as per IS 2556) 10 litres
Each
400
98800
395200
8 P amp F Bottle Trap of approved make
CP Brass 32mm
Each
800
42500
340000
9 P amp F Waste Coupling with fittings of approved quality make
CP Brass 32mm Dia
Each
400
10800
43200
25
10
PampF Marble Urinal Partition slab both sides polished of approved design cut from marble size 900x600mm
Makrana II quality marble having light spots
Each
400
83900
335600
11
P amp F Looking Mirrors with PVC frame of approved make as per direction of Engineer-in-charge
Size 500x400mm
Sqm
400
26600
106400
12 P amp F Waste Pipe with all fittings
PVC with CP nut 32mm
Each
400
13200
52800
13 P amp F Toilet Shelf of approved qualitymake
Acrylic shelf on CP brass casted brackets amp guard rail of Commander equivalent make size 550 X 125 mm
Each
800
75500
604000
14 P amp F Towel Rail or Ring of approved qualitymake
CP brass Towel rail elbow type with concealed scrwes size 450mm (Heavy duty)
Each
400
34000
136000
15 P amp F Grating of approved qualitymake
Stainless steel sheet size 125mm dia Heavy Quality of approved make
Each
800
7000
56000
16 P amp F Liquid Soap Container with brackets complete of approved make
CP brass
Each
400
16000
64000
17 P amp F Toilet Paper Holder with rod of approved qualitymake
CP brass
Each
400
15000
60000
18 P amp F Soap dish or Tray of approved qualitymake
CP brass heavy amp Superior quality
Each
400
10500
42000
19 P amp F jet spray for water closet with CP Copper Tube flange of approved make
Each
400
26600
106400
20
P amp F GI pipes (internal work) with GI fittings (IS 1239 Mark) amp MS clamps including cutting and making good the walls and floors
Concealed pipe in wall including with anticorrosive bitumen paint
15 mm dia nominal bore B Class
Rmt
8000
17600
1408000
21
P amp F GI pipes (External work) with GI fittings (IS 1239 mark) including trenching amp refilling earth etc
15mm dia nominal bore B Class
Rmt
6000
13700
822000
25mm (-do-) B Class
Rmt
6000
21700
1302000
32mm (-do-) B Class
Rmt
6000
27000
1620000
22 Making connection of GI distribution branch with GI main including all fittings
26
Upto 25mm dia
Each
200
23000
46000
Beyond 25 mm amp upto 100 mm dia
Each
200
33800
67600
23
Fixing water meter (IS 779 mark) and stop cock in GI pipe line including making chamber of approved size excluding cost of water meter amp stop cock
Each
200
26700
53400
24 P amp F water meter (IS 779 mark) of approved make
15mm dia
Each
200
86300
172600
25 P amp F Pillar cocks (IS 8934 mark) of superior quality and approved make
CP Pillar cock 15 mm dia
Each
800
70800
566400
26
P amp F inlet connection (angle valves) superior quality of approved make CP inlet connection with 37mm long pipe amp nuts
Each
800
82800
662400
27
PampF bib cocks (IS 8931 mark) superior quality of approved make CP brass bib cock 15mm dia
Each
800
53600
428800
28
PampF Mixing range (15mm) CP one holeclose hole basin mixer with casted spout
Each
400
198600
794400
29
PampF stop cock (IS 8931 mark) superior quality of approved make CP brass concealed stop cock 15mm dia
Each
800
65700
525600
30 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 15mm
Each
400
27700
110800
31 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 25mm
Each
400
48100
192400
32
PampF rigid PVC Pipe (IS4985 mark) class II (4 Kg Cm
2) approved quality make including
joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia
PRM
3000
18800
564000
(b) 75 mm dia
PRM
4000
11900
476000
33
PampF rigid PVC pipe fittings (IS 4985 mark) of approved quality make including joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia bend
Each
800
11200
89600
(b) Plain tee 110mm dia
Each
800
13100
104800
(c) socket 110mm dia 8750
Each
800
7500
60000
(d) socket 75mm dia
Each
800
6100
48800
(e) Bend 75mm dia 8750
Each
1000
6800
68000
(f) Cowel 110mm dia
Each
1000
3900
39000
(g) Cowel 75mm dia
Each
1000
3000
30000
27
(h) 110mm dia door tee
Each
800
14500
116000
(j) 75mm dia with door tee
Each
800
12400
99200
34
PampF square mouth gully trap A grade (IS marked) of approved make complete with CI grating frame amp Cover masonry chamber in CM 16 100mm thick CC M-15 grade coping 12mm thick as per approved design amp type Trap size 150 X 100mm 72 kg CI cover with frame internal chamber size 300mm X 300mm
Each
400
99600
398400
35
Construction of Septic Tank in all types of soil with 40 cm thick masonry in CM 1 6 15 Cm thick CC bed of 1 5 10 M-15 grade CC flooring amp over stone slab covering 80mm thick slab jointing of slab in CM 1 3 Ralthal Kharanja 50 mm thick stone partition walls 20mm thick plaster in CM 1 6 finished with neat floating cement 4 Nos CI foot rests of approved design two No 450mm dia 25 Kg each CI cover with frame earth work etc complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr-
Size 400 X 140 X 150 cm (for 50 users)
Each
200
4506700
9013400
36
Construction of Soakage well in all types of soil 300 mm thick dry stone masonry top and bottom 300 mm course in CM 16 80mm thick stone slab jointing of slab in CM 1 3 Ralthal Kharanja 40 mm thick M-15 grade CC flooring earthwork including disposal of earth within a lead of 50 mtr
Size 300 Cm dia outside amp 300 cm depth
Each
200
1899700
3799400
37
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth upto 05 M
Each
600
432000
2592000
28
38
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth 05 to 10 M
Each
200
475000
950000
39
Providing Laying amp jointing glazed SW pipes grade `A` (IS651 marked) of approved make with spun yarn amp stiff mixture of cement mortar 11 excavation amp refilling of earth in all types of soil upto 12m depth SW fittings including testing of joints etc complete150mm dia
RM
15000
36900
5535000
40
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) all around SW pipe including 15 Cm thick bed concrete (Width W= Diameter of pipe in Cm+30 Cm)( Excluding cost of pipe)150mm dia
RM
15000
48500
7275000
41
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) upto haunches of SW pipes including 150 mm thick bed concrete (Width W= Dia of pipe in Cm+ 30Cm) concrete width to be reduced from width W at center of pipe to `0` at top of pipe (Excluding cost of pipe)
RM
25000
30600
7650000
Total
53818600
29
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Part -C Electrical Work based on
Electrical BSR 2013
1
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles18 SWG MS box with earth terminal 6 A switch 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
Medium point (up to 6 mtr)
P point 50
29300
1465000
Long point (up to 10 mtr)
P point 50
41500
2075000
2
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories 18 SWG 175 mm x 100 mm x 60 mm MS box with earth terminal 6 A switch 6 A socket 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
-
On board
P point 20
9100
182000
3
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles Moulded PVC Modular Box with 6 A Modular switchModular plate with grid plate screws making connections testing etc as required
-
Medium point (up to 6 mtr)
P point 50
33200
1660000
30
Long point (up to 10 mtr)
P point 50
45200
2260000
4
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories moulded PVC Modular box with earth terminal 6 A modular switch 6 A modular socket Modular plate with grid plate screws making connections testing etc as required
-
On board
P point 20
24400
488000
5
Supplying and drawing FR PVC insulated amp unsheathed flexible copper conductor ISI marked (IS694) of 11 kV grade and approved make in existing surface or recessed conduitcasing capping including making connections etc as required
-
1 x 15 sqmm
Mtr 100
1400
140000
2 x 15 sqmm
Mtr 200
2600
520000
2 x 25 sqmm
Mtr 100
4100
410000
4 x 25 sqmm
Mtr 100
8000
800000
6
PampF 240415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B C D tripping characteristic) ISI marked IS 8828(1996)] conforming to IEC 60898 in existing boardsheets including making connections testing etc as required
-
Single pole MCB
-
6 A to 32 A rating
Each 20
15100
302000
Double pole MCB
-
6 A to 32 A rating
Each 20
40100
802000
7
PampF 240415 V isolator conforming to IS13947-III IEC 60947-3 on existing board sheet including making connections testing etc as required
-
Double pole isolator
-
30 A 40 A rating
Each 20
29800
596000
63 A rating
Each 20
36700
734000
31
Four pole Isolator
-
63 A rating
Each 20
63100
1262000
8
PLaying PVC XLPE insulated amp PVC sheathed cable of 11 KV grade with aluminium conductor of IS1554 P-I IS 7098 P - I of Group 1 of approved make in ground as per IS1255 including excavation of 30cmx75cm size trench 25 cm thick under layer of sandIInd class bricks covering refilling earthcompaction of earth making necessary connection testing etc as required of size
-
100 Sqmm
-
3 core
Mtr 100
15100
1510000
4 core
Mtr 100
17000
1700000
160 Sqmm
-
3 core
Mtr 100
15900
1590000
4 core
Mtr 100
17800
1780000
350 Sqmm
-
35 core
Mtr 100
25200
2520000
9
Plate Earthing as per IS3043 with GI Earth plate of size 600mm x 600mm x 60mm by embodying 3 to 4 mtr below the ground level with 25 mm dia GI B class watering Pipe including all accessories like nut bolts reducer nipple wire meshed funnel and CC finished chamber covered with hinged type with locking arrangement CI Cover CI Frame of size300mm x 300mm complete with alternate layers of salt and cokecharcoal testing of earth resistance as required
Set 2
425000
850000
TOTAL
23646000
32
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Figure Words
Part -D NON BSR Items
1
Shortblasted paver blocks i shape wave shape rectangular shape square shape 60mm thick for colour paver inclusive of material costtax tranportation and unloading(rate-rs 1350m2) considering cement mortar(14)
SQM 80000 --------- -----------
----------
2
Providing and Fixing Cobbles on path way open court yards over 40mm thick base grinded Cement mortar 13 including keeping 10mm joint between cobbles filled with masaldar grinded Cement mortar11 complete in all respects The mortar should remain recessed by 5mm from the top surface of the cobble stone of approved shade Color It includes the cost of stone patties of size 150 x 225 mm at every 3 mtr internal in cobble pathway
(a) 150 mm thick
Sqm 150000 --------- -----------
----------
3
Providing and Fixing fine dressed kerb stone (Dand stone) along with path way gardeningtapperround with top edges in Cement mortar 13 including pointing with lime cream and stone dust with an admixture of pigment complete in all respect as per direction of Engineer incharge
(a) Size 100 x300mm fine dressed
Rmtr 40000 --------- -----------
----------
Total
-
15
SCHEDULE-III WORKS TENDERED FOR amp WORKS TO BE COMPLETED AS ON THE DATE OF SUBMISSION OF
APPLICATION IN INDIA
(pursuant Clause 26)
SNo Name
of
work
Place
amp
State
Work on Hand Work tendered for
Tender
Cost amp
Date
or
award
Stipulated
period of
Completion
Cost of
work
remaining
to be
executed
Antici
pated
Date
of
compl
eted
Estimate
d cost
(Rs In
Lakh)
Date
when
decisio
n
expecte
d
Stipulate
d Date
period of
Completi
on
Remar
ks
1 2 3 4 5 6 7 8 9 10 11
Year
Year
Year
Signature of Contractor
16
SCHEDULE- IV
Details of Key Personnel intended to be employed for this work
(use separate sheet if necessary)
(Pursuant to clause 26)
S No Name of Person Qualification Designation Experience Work to be
put on
A Technical Personnel
(1)
(2)
(3)
(4)
B Administrative Personnel
(1)
(2)
(3)
(4)
C Master Craftsmen
(1)
(2)
(3)
(4)
D Craftsmen
(1)
(2)
(3)
(4)
E Any other (1)
(2)
(3)
(4)
Signature of Contractor
17
SCHEDULE- V
DETAILS OF MAJOR ITEMS OF CONSTRUCTION PLANT AVAILABLE FOR THIS WORK
S No
Particulars Make Year of manufacture
Nos Whether owned or confirmed lease
1 Lime mortar Mill
2 Scaffolding Material
3 Movable Gantry
Crane etc
4 Any other TampP for
the purpose
5
6
7
8
Signature of Contractor
18
RAJASTHAN TOURISM DEVELOPMENT CORPORATION LIMITED JAIPUR
(WORKS DIVISION)
TENDER DOCUMENT (Financial Bid)
E-Tender (NIT No) 082016-17
Name of work- Development of Craft Haat amp Administrative Block
Restoration Conservation work Stained GssMirror
Signature of Contractor
19
Rajasthan Tourism Development Corporation Ltd Jaipur
Name of Work - Development of Craft Haat amp Administrative Block
Schedule G
SNo Particulars Amount in Rs 1 Part -A Civil Work Based on PWD BSR 2014 1453150650
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part A Civil work ---------------------
2 Part -B Sanitary Work Based on PWD BSR 2014 53818600
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part B Civil work ---------------------
3 Part -C Electrical Work based on Electrical BSR 2013 23646000
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part C Civil work ---------------------
4 Part -D NON BSR Items -
Total
Signature of the Contractor General Manager Works
with full address RTDC Ltd Jaipur
Rajasthan
20
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE AMOUNT
Part -A Based on PWD BSR 2014
1
Earth work in rough excavation banking excavated earth in layers not exceeding 20cm in depth breaking clods watering rolling each layer with 12 tonne roller or stone or steel rammers and rolling every 3rd and top- most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads flood banks marginal banks and guide banks or filling up ground depressions lead up to 50 Mtr and lift up to 15 Mtr All kinds of soil
CUM
25000
23600
5900000
2
Earth work in excavation by mechanical means (hydraulic excavator) by manual means in foundation trenches or drains (not exceeding 15m in width or 10 sum on plan) including dressing of sides and ramming of bottom lift upto 15m including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed with in a lead of 50m of all kinds of soil
CUM
11000
15500
1705000
3
Filling available excavated earth (excluding rock) in trenches plinth side of foundation etc in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift
CUM
20000
5600
1120000
4
Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand
CUM
15000
88700
13305000
5
Providing and laying in position cement concrete including curing compaction etc complete in specified grade excluding the cost
of centering and shuttering - All work up to
plinth level
-
M10 grade Nominal Mix 1 3 6 (1 cement 3 coarse sand 6 graded stone aggregate 20mm nominal size)
CUM
15000
333125
49968750
21
6
Providing and laying damp-proof course with cement concrete grade M-150 (1 2 4) mortar prepared with 1 solution of water-proof compound complete as per specification 75mm thick
SQM
25000
47250
11812500
7
providing and laying in position specified grade of cememt concrete for all RCC structural elements upto plinth level including curing compaction finishing with rendering in cement sand mortar 13 (1cement3 coarse sand) and making good the joints and cost of the plasticizers(if required) excluding the cost of centeringshuttering and reinforcement M20 grade Nominal mixdesign Mix
CUM
27500
411200
113080000
8
Centering and Shuttering with plywood or steel sheets including strutting propping bracing both ways and removal of formwork for foundation footings strap beam raft bases of columns etc
SQM
250000
13700
34250000
9
Providing and fabricating reinforcement for RCC work including straightening cutting bending placing in position and binding (including cost of binding wire) all complete up to floor five level (Cold twisted deformed bars (IS 1786))
Kg
3000000
7400
222000000
10
Brick work with FPS bricks of class designation 75 in foundation and plinth with bricks -cement mortar 14 (1cement 4 coarse sand) CUM
65000
383100
249015000
11
Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in
-
Cement Mortar 13 ( 1-Cement 3-Sand)
CUM
11000
305500
33605000
Cement Mortar 14 ( 1-Cement 4-Sand)
CUM
58000
275600
159848000
12
Providing and fixing wood panelling or panelling and glazing in panelled or panelled and glazed shutters for doors windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured) Panelling for panelled and glazed shutter 25 mm to 40 mm thick
-
Nigeria wood Grade I
SQM
1500
194300
2914500
13
Extra for providing IS 1341-1992 marked Stainless Steel butt hinges instead of black enamelled MS butt hinges with necessary screws (Shutter area to be measured)
SQM
1500
11000
165000
22
14
Providing and fixing 18 mm thick 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I IS 3087 marked including top cover of 6 mm commercial ply wood conforming to IS 303 BWR grade nickel plate MS 20 mm dia curtain rod with nickel plated bracked including fixing with 25x3 mm MS flat 10 cm long all complete
Mtr
3500
29600
1036000
15
Supplying and fixing rolling shutters of approved make made of 80 x 125mm MS laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets side guides and arrangements for inside and outside locking with push and pull operation complete including cost of spring hooks providing and fixing necessary 253cm long wire springs grade No 2 and MS top cover 125mm thick for rolling shutters as per design amp IS 6248- 1979 (Clear openable area to be measured for payment)
SQM
60000
179600
107760000
16
Precast terrazo tiles of approved make 20mm thick with marble chips of size upto 6mm laid in floors and landing jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20mm thick bed of cement sand mortar 1 4 Light shade using white cement
SQM
95000
47000
44650000
17
Plaster on new surface on walls in cement sand mortar 14 including racking of joints etc complete fine finish -12mm thk
SQM
850000
11800
100300000
18
Providing and applying two coats of fire retardant paint unthinned on cleaned woodply surface 35 sum per litre per coat including preparation of base surface as per recommendations of manufacturer to make the surface fire retardant
SQM
850000
31100
264350000
23
19
Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying a) after surface preparation first layer of slurry of cement 0488 kgsqm mixed with water proffing cement compound 0253 kgsqm b) laying second layer of Fiber glass cloth when the first layer is still green Overlaps of joints of fiber cloth should not be less than 10 cm c) Third layer of 15 mm thickness consisting of slurry of cement 1289 kgsqm mixed with water proffing cement compound 0670 kgsqm and coarse sand 1289 kgsqm This will be allowed to air cure for 4 hours followed by water curing for 48 hours The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around d) fourth and final layer of brick tiling lsquowith cement mortar or any other approved protective coarse (which will be paid for separately) For the purpose of measurement the entire treated surface will be measured )
SQM
95000
33800
32110000
20
Laying of lawns including ploughing levelling breaking of clods manuring amp removal of stones etc(Cost of manure or extra good earth to be paid seperately) Maintenance of lawns for 30 daysor more till the grass forms a thick lawns free from weeds amp fit for moving in the duration of planting if lawn die some where the contractor will replant it at his own cost
100 SQM
774
550000
4255900
Total
1453150650
24
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT
Part -B Sanitary Work Based on PWD BSR
2014
1
P amp F Indian type white glazed vitreous china 1st quality WC orissa pan (IS 2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor
-
Size 530x410mm
Each
400
194500
778000
2
P amp F lst quality WVC Urinal (IS2556 mark) with 25mm dia GI waste pipe dome waste couplings concealed iron brackets or screws etc complete
-
Flat Back (small) size 456x355x265mm
Each
400
133200
532800
3
P amp F WVC wash basin (1st
quality IS 2556 Mark) of approved make with CI brackets duly painted 1 No 15 mm CP Pillar cock (IS 8934 Mark) amp 32 mm CP brass waste coupling of approved make 25 mm GI waste pipe complete including cutting amp making good the wall
-
Size 550 mm x 400 mm
Each
400
196800
787200
4 P amp F water closet Seat Covers with brass hinges complete
Solid PVC (ISI Marked) grade-I White for EWC
Each
400
35300
141200
5 P amp F CP lugs for toilet seat cover
Pair
400
7200
28800
6
P amp F Low level flushing cistern of 10 litres capacity (IS 2556 mark) of approved make with complete fittings CI brackets duly painted brass ball cock with ball (IS 1703 mark) complete including cutting and making good the wall
WVC with CP brass bend
Each
800
191000
1528000
7
P amp F Automatic Flushing Cistern of First quality ( IS 774 Mark) of approved make fitting syphon with copper tube CI brackets complete including cutting and making good the wall WVC (as per IS 2556) 10 litres
Each
400
98800
395200
8 P amp F Bottle Trap of approved make
CP Brass 32mm
Each
800
42500
340000
9 P amp F Waste Coupling with fittings of approved quality make
CP Brass 32mm Dia
Each
400
10800
43200
25
10
PampF Marble Urinal Partition slab both sides polished of approved design cut from marble size 900x600mm
Makrana II quality marble having light spots
Each
400
83900
335600
11
P amp F Looking Mirrors with PVC frame of approved make as per direction of Engineer-in-charge
Size 500x400mm
Sqm
400
26600
106400
12 P amp F Waste Pipe with all fittings
PVC with CP nut 32mm
Each
400
13200
52800
13 P amp F Toilet Shelf of approved qualitymake
Acrylic shelf on CP brass casted brackets amp guard rail of Commander equivalent make size 550 X 125 mm
Each
800
75500
604000
14 P amp F Towel Rail or Ring of approved qualitymake
CP brass Towel rail elbow type with concealed scrwes size 450mm (Heavy duty)
Each
400
34000
136000
15 P amp F Grating of approved qualitymake
Stainless steel sheet size 125mm dia Heavy Quality of approved make
Each
800
7000
56000
16 P amp F Liquid Soap Container with brackets complete of approved make
CP brass
Each
400
16000
64000
17 P amp F Toilet Paper Holder with rod of approved qualitymake
CP brass
Each
400
15000
60000
18 P amp F Soap dish or Tray of approved qualitymake
CP brass heavy amp Superior quality
Each
400
10500
42000
19 P amp F jet spray for water closet with CP Copper Tube flange of approved make
Each
400
26600
106400
20
P amp F GI pipes (internal work) with GI fittings (IS 1239 Mark) amp MS clamps including cutting and making good the walls and floors
Concealed pipe in wall including with anticorrosive bitumen paint
15 mm dia nominal bore B Class
Rmt
8000
17600
1408000
21
P amp F GI pipes (External work) with GI fittings (IS 1239 mark) including trenching amp refilling earth etc
15mm dia nominal bore B Class
Rmt
6000
13700
822000
25mm (-do-) B Class
Rmt
6000
21700
1302000
32mm (-do-) B Class
Rmt
6000
27000
1620000
22 Making connection of GI distribution branch with GI main including all fittings
26
Upto 25mm dia
Each
200
23000
46000
Beyond 25 mm amp upto 100 mm dia
Each
200
33800
67600
23
Fixing water meter (IS 779 mark) and stop cock in GI pipe line including making chamber of approved size excluding cost of water meter amp stop cock
Each
200
26700
53400
24 P amp F water meter (IS 779 mark) of approved make
15mm dia
Each
200
86300
172600
25 P amp F Pillar cocks (IS 8934 mark) of superior quality and approved make
CP Pillar cock 15 mm dia
Each
800
70800
566400
26
P amp F inlet connection (angle valves) superior quality of approved make CP inlet connection with 37mm long pipe amp nuts
Each
800
82800
662400
27
PampF bib cocks (IS 8931 mark) superior quality of approved make CP brass bib cock 15mm dia
Each
800
53600
428800
28
PampF Mixing range (15mm) CP one holeclose hole basin mixer with casted spout
Each
400
198600
794400
29
PampF stop cock (IS 8931 mark) superior quality of approved make CP brass concealed stop cock 15mm dia
Each
800
65700
525600
30 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 15mm
Each
400
27700
110800
31 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 25mm
Each
400
48100
192400
32
PampF rigid PVC Pipe (IS4985 mark) class II (4 Kg Cm
2) approved quality make including
joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia
PRM
3000
18800
564000
(b) 75 mm dia
PRM
4000
11900
476000
33
PampF rigid PVC pipe fittings (IS 4985 mark) of approved quality make including joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia bend
Each
800
11200
89600
(b) Plain tee 110mm dia
Each
800
13100
104800
(c) socket 110mm dia 8750
Each
800
7500
60000
(d) socket 75mm dia
Each
800
6100
48800
(e) Bend 75mm dia 8750
Each
1000
6800
68000
(f) Cowel 110mm dia
Each
1000
3900
39000
(g) Cowel 75mm dia
Each
1000
3000
30000
27
(h) 110mm dia door tee
Each
800
14500
116000
(j) 75mm dia with door tee
Each
800
12400
99200
34
PampF square mouth gully trap A grade (IS marked) of approved make complete with CI grating frame amp Cover masonry chamber in CM 16 100mm thick CC M-15 grade coping 12mm thick as per approved design amp type Trap size 150 X 100mm 72 kg CI cover with frame internal chamber size 300mm X 300mm
Each
400
99600
398400
35
Construction of Septic Tank in all types of soil with 40 cm thick masonry in CM 1 6 15 Cm thick CC bed of 1 5 10 M-15 grade CC flooring amp over stone slab covering 80mm thick slab jointing of slab in CM 1 3 Ralthal Kharanja 50 mm thick stone partition walls 20mm thick plaster in CM 1 6 finished with neat floating cement 4 Nos CI foot rests of approved design two No 450mm dia 25 Kg each CI cover with frame earth work etc complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr-
Size 400 X 140 X 150 cm (for 50 users)
Each
200
4506700
9013400
36
Construction of Soakage well in all types of soil 300 mm thick dry stone masonry top and bottom 300 mm course in CM 16 80mm thick stone slab jointing of slab in CM 1 3 Ralthal Kharanja 40 mm thick M-15 grade CC flooring earthwork including disposal of earth within a lead of 50 mtr
Size 300 Cm dia outside amp 300 cm depth
Each
200
1899700
3799400
37
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth upto 05 M
Each
600
432000
2592000
28
38
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth 05 to 10 M
Each
200
475000
950000
39
Providing Laying amp jointing glazed SW pipes grade `A` (IS651 marked) of approved make with spun yarn amp stiff mixture of cement mortar 11 excavation amp refilling of earth in all types of soil upto 12m depth SW fittings including testing of joints etc complete150mm dia
RM
15000
36900
5535000
40
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) all around SW pipe including 15 Cm thick bed concrete (Width W= Diameter of pipe in Cm+30 Cm)( Excluding cost of pipe)150mm dia
RM
15000
48500
7275000
41
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) upto haunches of SW pipes including 150 mm thick bed concrete (Width W= Dia of pipe in Cm+ 30Cm) concrete width to be reduced from width W at center of pipe to `0` at top of pipe (Excluding cost of pipe)
RM
25000
30600
7650000
Total
53818600
29
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Part -C Electrical Work based on
Electrical BSR 2013
1
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles18 SWG MS box with earth terminal 6 A switch 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
Medium point (up to 6 mtr)
P point 50
29300
1465000
Long point (up to 10 mtr)
P point 50
41500
2075000
2
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories 18 SWG 175 mm x 100 mm x 60 mm MS box with earth terminal 6 A switch 6 A socket 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
-
On board
P point 20
9100
182000
3
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles Moulded PVC Modular Box with 6 A Modular switchModular plate with grid plate screws making connections testing etc as required
-
Medium point (up to 6 mtr)
P point 50
33200
1660000
30
Long point (up to 10 mtr)
P point 50
45200
2260000
4
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories moulded PVC Modular box with earth terminal 6 A modular switch 6 A modular socket Modular plate with grid plate screws making connections testing etc as required
-
On board
P point 20
24400
488000
5
Supplying and drawing FR PVC insulated amp unsheathed flexible copper conductor ISI marked (IS694) of 11 kV grade and approved make in existing surface or recessed conduitcasing capping including making connections etc as required
-
1 x 15 sqmm
Mtr 100
1400
140000
2 x 15 sqmm
Mtr 200
2600
520000
2 x 25 sqmm
Mtr 100
4100
410000
4 x 25 sqmm
Mtr 100
8000
800000
6
PampF 240415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B C D tripping characteristic) ISI marked IS 8828(1996)] conforming to IEC 60898 in existing boardsheets including making connections testing etc as required
-
Single pole MCB
-
6 A to 32 A rating
Each 20
15100
302000
Double pole MCB
-
6 A to 32 A rating
Each 20
40100
802000
7
PampF 240415 V isolator conforming to IS13947-III IEC 60947-3 on existing board sheet including making connections testing etc as required
-
Double pole isolator
-
30 A 40 A rating
Each 20
29800
596000
63 A rating
Each 20
36700
734000
31
Four pole Isolator
-
63 A rating
Each 20
63100
1262000
8
PLaying PVC XLPE insulated amp PVC sheathed cable of 11 KV grade with aluminium conductor of IS1554 P-I IS 7098 P - I of Group 1 of approved make in ground as per IS1255 including excavation of 30cmx75cm size trench 25 cm thick under layer of sandIInd class bricks covering refilling earthcompaction of earth making necessary connection testing etc as required of size
-
100 Sqmm
-
3 core
Mtr 100
15100
1510000
4 core
Mtr 100
17000
1700000
160 Sqmm
-
3 core
Mtr 100
15900
1590000
4 core
Mtr 100
17800
1780000
350 Sqmm
-
35 core
Mtr 100
25200
2520000
9
Plate Earthing as per IS3043 with GI Earth plate of size 600mm x 600mm x 60mm by embodying 3 to 4 mtr below the ground level with 25 mm dia GI B class watering Pipe including all accessories like nut bolts reducer nipple wire meshed funnel and CC finished chamber covered with hinged type with locking arrangement CI Cover CI Frame of size300mm x 300mm complete with alternate layers of salt and cokecharcoal testing of earth resistance as required
Set 2
425000
850000
TOTAL
23646000
32
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Figure Words
Part -D NON BSR Items
1
Shortblasted paver blocks i shape wave shape rectangular shape square shape 60mm thick for colour paver inclusive of material costtax tranportation and unloading(rate-rs 1350m2) considering cement mortar(14)
SQM 80000 --------- -----------
----------
2
Providing and Fixing Cobbles on path way open court yards over 40mm thick base grinded Cement mortar 13 including keeping 10mm joint between cobbles filled with masaldar grinded Cement mortar11 complete in all respects The mortar should remain recessed by 5mm from the top surface of the cobble stone of approved shade Color It includes the cost of stone patties of size 150 x 225 mm at every 3 mtr internal in cobble pathway
(a) 150 mm thick
Sqm 150000 --------- -----------
----------
3
Providing and Fixing fine dressed kerb stone (Dand stone) along with path way gardeningtapperround with top edges in Cement mortar 13 including pointing with lime cream and stone dust with an admixture of pigment complete in all respect as per direction of Engineer incharge
(a) Size 100 x300mm fine dressed
Rmtr 40000 --------- -----------
----------
Total
-
16
SCHEDULE- IV
Details of Key Personnel intended to be employed for this work
(use separate sheet if necessary)
(Pursuant to clause 26)
S No Name of Person Qualification Designation Experience Work to be
put on
A Technical Personnel
(1)
(2)
(3)
(4)
B Administrative Personnel
(1)
(2)
(3)
(4)
C Master Craftsmen
(1)
(2)
(3)
(4)
D Craftsmen
(1)
(2)
(3)
(4)
E Any other (1)
(2)
(3)
(4)
Signature of Contractor
17
SCHEDULE- V
DETAILS OF MAJOR ITEMS OF CONSTRUCTION PLANT AVAILABLE FOR THIS WORK
S No
Particulars Make Year of manufacture
Nos Whether owned or confirmed lease
1 Lime mortar Mill
2 Scaffolding Material
3 Movable Gantry
Crane etc
4 Any other TampP for
the purpose
5
6
7
8
Signature of Contractor
18
RAJASTHAN TOURISM DEVELOPMENT CORPORATION LIMITED JAIPUR
(WORKS DIVISION)
TENDER DOCUMENT (Financial Bid)
E-Tender (NIT No) 082016-17
Name of work- Development of Craft Haat amp Administrative Block
Restoration Conservation work Stained GssMirror
Signature of Contractor
19
Rajasthan Tourism Development Corporation Ltd Jaipur
Name of Work - Development of Craft Haat amp Administrative Block
Schedule G
SNo Particulars Amount in Rs 1 Part -A Civil Work Based on PWD BSR 2014 1453150650
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part A Civil work ---------------------
2 Part -B Sanitary Work Based on PWD BSR 2014 53818600
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part B Civil work ---------------------
3 Part -C Electrical Work based on Electrical BSR 2013 23646000
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part C Civil work ---------------------
4 Part -D NON BSR Items -
Total
Signature of the Contractor General Manager Works
with full address RTDC Ltd Jaipur
Rajasthan
20
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE AMOUNT
Part -A Based on PWD BSR 2014
1
Earth work in rough excavation banking excavated earth in layers not exceeding 20cm in depth breaking clods watering rolling each layer with 12 tonne roller or stone or steel rammers and rolling every 3rd and top- most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads flood banks marginal banks and guide banks or filling up ground depressions lead up to 50 Mtr and lift up to 15 Mtr All kinds of soil
CUM
25000
23600
5900000
2
Earth work in excavation by mechanical means (hydraulic excavator) by manual means in foundation trenches or drains (not exceeding 15m in width or 10 sum on plan) including dressing of sides and ramming of bottom lift upto 15m including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed with in a lead of 50m of all kinds of soil
CUM
11000
15500
1705000
3
Filling available excavated earth (excluding rock) in trenches plinth side of foundation etc in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift
CUM
20000
5600
1120000
4
Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand
CUM
15000
88700
13305000
5
Providing and laying in position cement concrete including curing compaction etc complete in specified grade excluding the cost
of centering and shuttering - All work up to
plinth level
-
M10 grade Nominal Mix 1 3 6 (1 cement 3 coarse sand 6 graded stone aggregate 20mm nominal size)
CUM
15000
333125
49968750
21
6
Providing and laying damp-proof course with cement concrete grade M-150 (1 2 4) mortar prepared with 1 solution of water-proof compound complete as per specification 75mm thick
SQM
25000
47250
11812500
7
providing and laying in position specified grade of cememt concrete for all RCC structural elements upto plinth level including curing compaction finishing with rendering in cement sand mortar 13 (1cement3 coarse sand) and making good the joints and cost of the plasticizers(if required) excluding the cost of centeringshuttering and reinforcement M20 grade Nominal mixdesign Mix
CUM
27500
411200
113080000
8
Centering and Shuttering with plywood or steel sheets including strutting propping bracing both ways and removal of formwork for foundation footings strap beam raft bases of columns etc
SQM
250000
13700
34250000
9
Providing and fabricating reinforcement for RCC work including straightening cutting bending placing in position and binding (including cost of binding wire) all complete up to floor five level (Cold twisted deformed bars (IS 1786))
Kg
3000000
7400
222000000
10
Brick work with FPS bricks of class designation 75 in foundation and plinth with bricks -cement mortar 14 (1cement 4 coarse sand) CUM
65000
383100
249015000
11
Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in
-
Cement Mortar 13 ( 1-Cement 3-Sand)
CUM
11000
305500
33605000
Cement Mortar 14 ( 1-Cement 4-Sand)
CUM
58000
275600
159848000
12
Providing and fixing wood panelling or panelling and glazing in panelled or panelled and glazed shutters for doors windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured) Panelling for panelled and glazed shutter 25 mm to 40 mm thick
-
Nigeria wood Grade I
SQM
1500
194300
2914500
13
Extra for providing IS 1341-1992 marked Stainless Steel butt hinges instead of black enamelled MS butt hinges with necessary screws (Shutter area to be measured)
SQM
1500
11000
165000
22
14
Providing and fixing 18 mm thick 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I IS 3087 marked including top cover of 6 mm commercial ply wood conforming to IS 303 BWR grade nickel plate MS 20 mm dia curtain rod with nickel plated bracked including fixing with 25x3 mm MS flat 10 cm long all complete
Mtr
3500
29600
1036000
15
Supplying and fixing rolling shutters of approved make made of 80 x 125mm MS laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets side guides and arrangements for inside and outside locking with push and pull operation complete including cost of spring hooks providing and fixing necessary 253cm long wire springs grade No 2 and MS top cover 125mm thick for rolling shutters as per design amp IS 6248- 1979 (Clear openable area to be measured for payment)
SQM
60000
179600
107760000
16
Precast terrazo tiles of approved make 20mm thick with marble chips of size upto 6mm laid in floors and landing jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20mm thick bed of cement sand mortar 1 4 Light shade using white cement
SQM
95000
47000
44650000
17
Plaster on new surface on walls in cement sand mortar 14 including racking of joints etc complete fine finish -12mm thk
SQM
850000
11800
100300000
18
Providing and applying two coats of fire retardant paint unthinned on cleaned woodply surface 35 sum per litre per coat including preparation of base surface as per recommendations of manufacturer to make the surface fire retardant
SQM
850000
31100
264350000
23
19
Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying a) after surface preparation first layer of slurry of cement 0488 kgsqm mixed with water proffing cement compound 0253 kgsqm b) laying second layer of Fiber glass cloth when the first layer is still green Overlaps of joints of fiber cloth should not be less than 10 cm c) Third layer of 15 mm thickness consisting of slurry of cement 1289 kgsqm mixed with water proffing cement compound 0670 kgsqm and coarse sand 1289 kgsqm This will be allowed to air cure for 4 hours followed by water curing for 48 hours The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around d) fourth and final layer of brick tiling lsquowith cement mortar or any other approved protective coarse (which will be paid for separately) For the purpose of measurement the entire treated surface will be measured )
SQM
95000
33800
32110000
20
Laying of lawns including ploughing levelling breaking of clods manuring amp removal of stones etc(Cost of manure or extra good earth to be paid seperately) Maintenance of lawns for 30 daysor more till the grass forms a thick lawns free from weeds amp fit for moving in the duration of planting if lawn die some where the contractor will replant it at his own cost
100 SQM
774
550000
4255900
Total
1453150650
24
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT
Part -B Sanitary Work Based on PWD BSR
2014
1
P amp F Indian type white glazed vitreous china 1st quality WC orissa pan (IS 2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor
-
Size 530x410mm
Each
400
194500
778000
2
P amp F lst quality WVC Urinal (IS2556 mark) with 25mm dia GI waste pipe dome waste couplings concealed iron brackets or screws etc complete
-
Flat Back (small) size 456x355x265mm
Each
400
133200
532800
3
P amp F WVC wash basin (1st
quality IS 2556 Mark) of approved make with CI brackets duly painted 1 No 15 mm CP Pillar cock (IS 8934 Mark) amp 32 mm CP brass waste coupling of approved make 25 mm GI waste pipe complete including cutting amp making good the wall
-
Size 550 mm x 400 mm
Each
400
196800
787200
4 P amp F water closet Seat Covers with brass hinges complete
Solid PVC (ISI Marked) grade-I White for EWC
Each
400
35300
141200
5 P amp F CP lugs for toilet seat cover
Pair
400
7200
28800
6
P amp F Low level flushing cistern of 10 litres capacity (IS 2556 mark) of approved make with complete fittings CI brackets duly painted brass ball cock with ball (IS 1703 mark) complete including cutting and making good the wall
WVC with CP brass bend
Each
800
191000
1528000
7
P amp F Automatic Flushing Cistern of First quality ( IS 774 Mark) of approved make fitting syphon with copper tube CI brackets complete including cutting and making good the wall WVC (as per IS 2556) 10 litres
Each
400
98800
395200
8 P amp F Bottle Trap of approved make
CP Brass 32mm
Each
800
42500
340000
9 P amp F Waste Coupling with fittings of approved quality make
CP Brass 32mm Dia
Each
400
10800
43200
25
10
PampF Marble Urinal Partition slab both sides polished of approved design cut from marble size 900x600mm
Makrana II quality marble having light spots
Each
400
83900
335600
11
P amp F Looking Mirrors with PVC frame of approved make as per direction of Engineer-in-charge
Size 500x400mm
Sqm
400
26600
106400
12 P amp F Waste Pipe with all fittings
PVC with CP nut 32mm
Each
400
13200
52800
13 P amp F Toilet Shelf of approved qualitymake
Acrylic shelf on CP brass casted brackets amp guard rail of Commander equivalent make size 550 X 125 mm
Each
800
75500
604000
14 P amp F Towel Rail or Ring of approved qualitymake
CP brass Towel rail elbow type with concealed scrwes size 450mm (Heavy duty)
Each
400
34000
136000
15 P amp F Grating of approved qualitymake
Stainless steel sheet size 125mm dia Heavy Quality of approved make
Each
800
7000
56000
16 P amp F Liquid Soap Container with brackets complete of approved make
CP brass
Each
400
16000
64000
17 P amp F Toilet Paper Holder with rod of approved qualitymake
CP brass
Each
400
15000
60000
18 P amp F Soap dish or Tray of approved qualitymake
CP brass heavy amp Superior quality
Each
400
10500
42000
19 P amp F jet spray for water closet with CP Copper Tube flange of approved make
Each
400
26600
106400
20
P amp F GI pipes (internal work) with GI fittings (IS 1239 Mark) amp MS clamps including cutting and making good the walls and floors
Concealed pipe in wall including with anticorrosive bitumen paint
15 mm dia nominal bore B Class
Rmt
8000
17600
1408000
21
P amp F GI pipes (External work) with GI fittings (IS 1239 mark) including trenching amp refilling earth etc
15mm dia nominal bore B Class
Rmt
6000
13700
822000
25mm (-do-) B Class
Rmt
6000
21700
1302000
32mm (-do-) B Class
Rmt
6000
27000
1620000
22 Making connection of GI distribution branch with GI main including all fittings
26
Upto 25mm dia
Each
200
23000
46000
Beyond 25 mm amp upto 100 mm dia
Each
200
33800
67600
23
Fixing water meter (IS 779 mark) and stop cock in GI pipe line including making chamber of approved size excluding cost of water meter amp stop cock
Each
200
26700
53400
24 P amp F water meter (IS 779 mark) of approved make
15mm dia
Each
200
86300
172600
25 P amp F Pillar cocks (IS 8934 mark) of superior quality and approved make
CP Pillar cock 15 mm dia
Each
800
70800
566400
26
P amp F inlet connection (angle valves) superior quality of approved make CP inlet connection with 37mm long pipe amp nuts
Each
800
82800
662400
27
PampF bib cocks (IS 8931 mark) superior quality of approved make CP brass bib cock 15mm dia
Each
800
53600
428800
28
PampF Mixing range (15mm) CP one holeclose hole basin mixer with casted spout
Each
400
198600
794400
29
PampF stop cock (IS 8931 mark) superior quality of approved make CP brass concealed stop cock 15mm dia
Each
800
65700
525600
30 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 15mm
Each
400
27700
110800
31 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 25mm
Each
400
48100
192400
32
PampF rigid PVC Pipe (IS4985 mark) class II (4 Kg Cm
2) approved quality make including
joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia
PRM
3000
18800
564000
(b) 75 mm dia
PRM
4000
11900
476000
33
PampF rigid PVC pipe fittings (IS 4985 mark) of approved quality make including joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia bend
Each
800
11200
89600
(b) Plain tee 110mm dia
Each
800
13100
104800
(c) socket 110mm dia 8750
Each
800
7500
60000
(d) socket 75mm dia
Each
800
6100
48800
(e) Bend 75mm dia 8750
Each
1000
6800
68000
(f) Cowel 110mm dia
Each
1000
3900
39000
(g) Cowel 75mm dia
Each
1000
3000
30000
27
(h) 110mm dia door tee
Each
800
14500
116000
(j) 75mm dia with door tee
Each
800
12400
99200
34
PampF square mouth gully trap A grade (IS marked) of approved make complete with CI grating frame amp Cover masonry chamber in CM 16 100mm thick CC M-15 grade coping 12mm thick as per approved design amp type Trap size 150 X 100mm 72 kg CI cover with frame internal chamber size 300mm X 300mm
Each
400
99600
398400
35
Construction of Septic Tank in all types of soil with 40 cm thick masonry in CM 1 6 15 Cm thick CC bed of 1 5 10 M-15 grade CC flooring amp over stone slab covering 80mm thick slab jointing of slab in CM 1 3 Ralthal Kharanja 50 mm thick stone partition walls 20mm thick plaster in CM 1 6 finished with neat floating cement 4 Nos CI foot rests of approved design two No 450mm dia 25 Kg each CI cover with frame earth work etc complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr-
Size 400 X 140 X 150 cm (for 50 users)
Each
200
4506700
9013400
36
Construction of Soakage well in all types of soil 300 mm thick dry stone masonry top and bottom 300 mm course in CM 16 80mm thick stone slab jointing of slab in CM 1 3 Ralthal Kharanja 40 mm thick M-15 grade CC flooring earthwork including disposal of earth within a lead of 50 mtr
Size 300 Cm dia outside amp 300 cm depth
Each
200
1899700
3799400
37
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth upto 05 M
Each
600
432000
2592000
28
38
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth 05 to 10 M
Each
200
475000
950000
39
Providing Laying amp jointing glazed SW pipes grade `A` (IS651 marked) of approved make with spun yarn amp stiff mixture of cement mortar 11 excavation amp refilling of earth in all types of soil upto 12m depth SW fittings including testing of joints etc complete150mm dia
RM
15000
36900
5535000
40
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) all around SW pipe including 15 Cm thick bed concrete (Width W= Diameter of pipe in Cm+30 Cm)( Excluding cost of pipe)150mm dia
RM
15000
48500
7275000
41
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) upto haunches of SW pipes including 150 mm thick bed concrete (Width W= Dia of pipe in Cm+ 30Cm) concrete width to be reduced from width W at center of pipe to `0` at top of pipe (Excluding cost of pipe)
RM
25000
30600
7650000
Total
53818600
29
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Part -C Electrical Work based on
Electrical BSR 2013
1
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles18 SWG MS box with earth terminal 6 A switch 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
Medium point (up to 6 mtr)
P point 50
29300
1465000
Long point (up to 10 mtr)
P point 50
41500
2075000
2
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories 18 SWG 175 mm x 100 mm x 60 mm MS box with earth terminal 6 A switch 6 A socket 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
-
On board
P point 20
9100
182000
3
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles Moulded PVC Modular Box with 6 A Modular switchModular plate with grid plate screws making connections testing etc as required
-
Medium point (up to 6 mtr)
P point 50
33200
1660000
30
Long point (up to 10 mtr)
P point 50
45200
2260000
4
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories moulded PVC Modular box with earth terminal 6 A modular switch 6 A modular socket Modular plate with grid plate screws making connections testing etc as required
-
On board
P point 20
24400
488000
5
Supplying and drawing FR PVC insulated amp unsheathed flexible copper conductor ISI marked (IS694) of 11 kV grade and approved make in existing surface or recessed conduitcasing capping including making connections etc as required
-
1 x 15 sqmm
Mtr 100
1400
140000
2 x 15 sqmm
Mtr 200
2600
520000
2 x 25 sqmm
Mtr 100
4100
410000
4 x 25 sqmm
Mtr 100
8000
800000
6
PampF 240415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B C D tripping characteristic) ISI marked IS 8828(1996)] conforming to IEC 60898 in existing boardsheets including making connections testing etc as required
-
Single pole MCB
-
6 A to 32 A rating
Each 20
15100
302000
Double pole MCB
-
6 A to 32 A rating
Each 20
40100
802000
7
PampF 240415 V isolator conforming to IS13947-III IEC 60947-3 on existing board sheet including making connections testing etc as required
-
Double pole isolator
-
30 A 40 A rating
Each 20
29800
596000
63 A rating
Each 20
36700
734000
31
Four pole Isolator
-
63 A rating
Each 20
63100
1262000
8
PLaying PVC XLPE insulated amp PVC sheathed cable of 11 KV grade with aluminium conductor of IS1554 P-I IS 7098 P - I of Group 1 of approved make in ground as per IS1255 including excavation of 30cmx75cm size trench 25 cm thick under layer of sandIInd class bricks covering refilling earthcompaction of earth making necessary connection testing etc as required of size
-
100 Sqmm
-
3 core
Mtr 100
15100
1510000
4 core
Mtr 100
17000
1700000
160 Sqmm
-
3 core
Mtr 100
15900
1590000
4 core
Mtr 100
17800
1780000
350 Sqmm
-
35 core
Mtr 100
25200
2520000
9
Plate Earthing as per IS3043 with GI Earth plate of size 600mm x 600mm x 60mm by embodying 3 to 4 mtr below the ground level with 25 mm dia GI B class watering Pipe including all accessories like nut bolts reducer nipple wire meshed funnel and CC finished chamber covered with hinged type with locking arrangement CI Cover CI Frame of size300mm x 300mm complete with alternate layers of salt and cokecharcoal testing of earth resistance as required
Set 2
425000
850000
TOTAL
23646000
32
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Figure Words
Part -D NON BSR Items
1
Shortblasted paver blocks i shape wave shape rectangular shape square shape 60mm thick for colour paver inclusive of material costtax tranportation and unloading(rate-rs 1350m2) considering cement mortar(14)
SQM 80000 --------- -----------
----------
2
Providing and Fixing Cobbles on path way open court yards over 40mm thick base grinded Cement mortar 13 including keeping 10mm joint between cobbles filled with masaldar grinded Cement mortar11 complete in all respects The mortar should remain recessed by 5mm from the top surface of the cobble stone of approved shade Color It includes the cost of stone patties of size 150 x 225 mm at every 3 mtr internal in cobble pathway
(a) 150 mm thick
Sqm 150000 --------- -----------
----------
3
Providing and Fixing fine dressed kerb stone (Dand stone) along with path way gardeningtapperround with top edges in Cement mortar 13 including pointing with lime cream and stone dust with an admixture of pigment complete in all respect as per direction of Engineer incharge
(a) Size 100 x300mm fine dressed
Rmtr 40000 --------- -----------
----------
Total
-
17
SCHEDULE- V
DETAILS OF MAJOR ITEMS OF CONSTRUCTION PLANT AVAILABLE FOR THIS WORK
S No
Particulars Make Year of manufacture
Nos Whether owned or confirmed lease
1 Lime mortar Mill
2 Scaffolding Material
3 Movable Gantry
Crane etc
4 Any other TampP for
the purpose
5
6
7
8
Signature of Contractor
18
RAJASTHAN TOURISM DEVELOPMENT CORPORATION LIMITED JAIPUR
(WORKS DIVISION)
TENDER DOCUMENT (Financial Bid)
E-Tender (NIT No) 082016-17
Name of work- Development of Craft Haat amp Administrative Block
Restoration Conservation work Stained GssMirror
Signature of Contractor
19
Rajasthan Tourism Development Corporation Ltd Jaipur
Name of Work - Development of Craft Haat amp Administrative Block
Schedule G
SNo Particulars Amount in Rs 1 Part -A Civil Work Based on PWD BSR 2014 1453150650
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part A Civil work ---------------------
2 Part -B Sanitary Work Based on PWD BSR 2014 53818600
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part B Civil work ---------------------
3 Part -C Electrical Work based on Electrical BSR 2013 23646000
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part C Civil work ---------------------
4 Part -D NON BSR Items -
Total
Signature of the Contractor General Manager Works
with full address RTDC Ltd Jaipur
Rajasthan
20
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE AMOUNT
Part -A Based on PWD BSR 2014
1
Earth work in rough excavation banking excavated earth in layers not exceeding 20cm in depth breaking clods watering rolling each layer with 12 tonne roller or stone or steel rammers and rolling every 3rd and top- most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads flood banks marginal banks and guide banks or filling up ground depressions lead up to 50 Mtr and lift up to 15 Mtr All kinds of soil
CUM
25000
23600
5900000
2
Earth work in excavation by mechanical means (hydraulic excavator) by manual means in foundation trenches or drains (not exceeding 15m in width or 10 sum on plan) including dressing of sides and ramming of bottom lift upto 15m including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed with in a lead of 50m of all kinds of soil
CUM
11000
15500
1705000
3
Filling available excavated earth (excluding rock) in trenches plinth side of foundation etc in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift
CUM
20000
5600
1120000
4
Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand
CUM
15000
88700
13305000
5
Providing and laying in position cement concrete including curing compaction etc complete in specified grade excluding the cost
of centering and shuttering - All work up to
plinth level
-
M10 grade Nominal Mix 1 3 6 (1 cement 3 coarse sand 6 graded stone aggregate 20mm nominal size)
CUM
15000
333125
49968750
21
6
Providing and laying damp-proof course with cement concrete grade M-150 (1 2 4) mortar prepared with 1 solution of water-proof compound complete as per specification 75mm thick
SQM
25000
47250
11812500
7
providing and laying in position specified grade of cememt concrete for all RCC structural elements upto plinth level including curing compaction finishing with rendering in cement sand mortar 13 (1cement3 coarse sand) and making good the joints and cost of the plasticizers(if required) excluding the cost of centeringshuttering and reinforcement M20 grade Nominal mixdesign Mix
CUM
27500
411200
113080000
8
Centering and Shuttering with plywood or steel sheets including strutting propping bracing both ways and removal of formwork for foundation footings strap beam raft bases of columns etc
SQM
250000
13700
34250000
9
Providing and fabricating reinforcement for RCC work including straightening cutting bending placing in position and binding (including cost of binding wire) all complete up to floor five level (Cold twisted deformed bars (IS 1786))
Kg
3000000
7400
222000000
10
Brick work with FPS bricks of class designation 75 in foundation and plinth with bricks -cement mortar 14 (1cement 4 coarse sand) CUM
65000
383100
249015000
11
Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in
-
Cement Mortar 13 ( 1-Cement 3-Sand)
CUM
11000
305500
33605000
Cement Mortar 14 ( 1-Cement 4-Sand)
CUM
58000
275600
159848000
12
Providing and fixing wood panelling or panelling and glazing in panelled or panelled and glazed shutters for doors windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured) Panelling for panelled and glazed shutter 25 mm to 40 mm thick
-
Nigeria wood Grade I
SQM
1500
194300
2914500
13
Extra for providing IS 1341-1992 marked Stainless Steel butt hinges instead of black enamelled MS butt hinges with necessary screws (Shutter area to be measured)
SQM
1500
11000
165000
22
14
Providing and fixing 18 mm thick 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I IS 3087 marked including top cover of 6 mm commercial ply wood conforming to IS 303 BWR grade nickel plate MS 20 mm dia curtain rod with nickel plated bracked including fixing with 25x3 mm MS flat 10 cm long all complete
Mtr
3500
29600
1036000
15
Supplying and fixing rolling shutters of approved make made of 80 x 125mm MS laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets side guides and arrangements for inside and outside locking with push and pull operation complete including cost of spring hooks providing and fixing necessary 253cm long wire springs grade No 2 and MS top cover 125mm thick for rolling shutters as per design amp IS 6248- 1979 (Clear openable area to be measured for payment)
SQM
60000
179600
107760000
16
Precast terrazo tiles of approved make 20mm thick with marble chips of size upto 6mm laid in floors and landing jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20mm thick bed of cement sand mortar 1 4 Light shade using white cement
SQM
95000
47000
44650000
17
Plaster on new surface on walls in cement sand mortar 14 including racking of joints etc complete fine finish -12mm thk
SQM
850000
11800
100300000
18
Providing and applying two coats of fire retardant paint unthinned on cleaned woodply surface 35 sum per litre per coat including preparation of base surface as per recommendations of manufacturer to make the surface fire retardant
SQM
850000
31100
264350000
23
19
Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying a) after surface preparation first layer of slurry of cement 0488 kgsqm mixed with water proffing cement compound 0253 kgsqm b) laying second layer of Fiber glass cloth when the first layer is still green Overlaps of joints of fiber cloth should not be less than 10 cm c) Third layer of 15 mm thickness consisting of slurry of cement 1289 kgsqm mixed with water proffing cement compound 0670 kgsqm and coarse sand 1289 kgsqm This will be allowed to air cure for 4 hours followed by water curing for 48 hours The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around d) fourth and final layer of brick tiling lsquowith cement mortar or any other approved protective coarse (which will be paid for separately) For the purpose of measurement the entire treated surface will be measured )
SQM
95000
33800
32110000
20
Laying of lawns including ploughing levelling breaking of clods manuring amp removal of stones etc(Cost of manure or extra good earth to be paid seperately) Maintenance of lawns for 30 daysor more till the grass forms a thick lawns free from weeds amp fit for moving in the duration of planting if lawn die some where the contractor will replant it at his own cost
100 SQM
774
550000
4255900
Total
1453150650
24
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT
Part -B Sanitary Work Based on PWD BSR
2014
1
P amp F Indian type white glazed vitreous china 1st quality WC orissa pan (IS 2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor
-
Size 530x410mm
Each
400
194500
778000
2
P amp F lst quality WVC Urinal (IS2556 mark) with 25mm dia GI waste pipe dome waste couplings concealed iron brackets or screws etc complete
-
Flat Back (small) size 456x355x265mm
Each
400
133200
532800
3
P amp F WVC wash basin (1st
quality IS 2556 Mark) of approved make with CI brackets duly painted 1 No 15 mm CP Pillar cock (IS 8934 Mark) amp 32 mm CP brass waste coupling of approved make 25 mm GI waste pipe complete including cutting amp making good the wall
-
Size 550 mm x 400 mm
Each
400
196800
787200
4 P amp F water closet Seat Covers with brass hinges complete
Solid PVC (ISI Marked) grade-I White for EWC
Each
400
35300
141200
5 P amp F CP lugs for toilet seat cover
Pair
400
7200
28800
6
P amp F Low level flushing cistern of 10 litres capacity (IS 2556 mark) of approved make with complete fittings CI brackets duly painted brass ball cock with ball (IS 1703 mark) complete including cutting and making good the wall
WVC with CP brass bend
Each
800
191000
1528000
7
P amp F Automatic Flushing Cistern of First quality ( IS 774 Mark) of approved make fitting syphon with copper tube CI brackets complete including cutting and making good the wall WVC (as per IS 2556) 10 litres
Each
400
98800
395200
8 P amp F Bottle Trap of approved make
CP Brass 32mm
Each
800
42500
340000
9 P amp F Waste Coupling with fittings of approved quality make
CP Brass 32mm Dia
Each
400
10800
43200
25
10
PampF Marble Urinal Partition slab both sides polished of approved design cut from marble size 900x600mm
Makrana II quality marble having light spots
Each
400
83900
335600
11
P amp F Looking Mirrors with PVC frame of approved make as per direction of Engineer-in-charge
Size 500x400mm
Sqm
400
26600
106400
12 P amp F Waste Pipe with all fittings
PVC with CP nut 32mm
Each
400
13200
52800
13 P amp F Toilet Shelf of approved qualitymake
Acrylic shelf on CP brass casted brackets amp guard rail of Commander equivalent make size 550 X 125 mm
Each
800
75500
604000
14 P amp F Towel Rail or Ring of approved qualitymake
CP brass Towel rail elbow type with concealed scrwes size 450mm (Heavy duty)
Each
400
34000
136000
15 P amp F Grating of approved qualitymake
Stainless steel sheet size 125mm dia Heavy Quality of approved make
Each
800
7000
56000
16 P amp F Liquid Soap Container with brackets complete of approved make
CP brass
Each
400
16000
64000
17 P amp F Toilet Paper Holder with rod of approved qualitymake
CP brass
Each
400
15000
60000
18 P amp F Soap dish or Tray of approved qualitymake
CP brass heavy amp Superior quality
Each
400
10500
42000
19 P amp F jet spray for water closet with CP Copper Tube flange of approved make
Each
400
26600
106400
20
P amp F GI pipes (internal work) with GI fittings (IS 1239 Mark) amp MS clamps including cutting and making good the walls and floors
Concealed pipe in wall including with anticorrosive bitumen paint
15 mm dia nominal bore B Class
Rmt
8000
17600
1408000
21
P amp F GI pipes (External work) with GI fittings (IS 1239 mark) including trenching amp refilling earth etc
15mm dia nominal bore B Class
Rmt
6000
13700
822000
25mm (-do-) B Class
Rmt
6000
21700
1302000
32mm (-do-) B Class
Rmt
6000
27000
1620000
22 Making connection of GI distribution branch with GI main including all fittings
26
Upto 25mm dia
Each
200
23000
46000
Beyond 25 mm amp upto 100 mm dia
Each
200
33800
67600
23
Fixing water meter (IS 779 mark) and stop cock in GI pipe line including making chamber of approved size excluding cost of water meter amp stop cock
Each
200
26700
53400
24 P amp F water meter (IS 779 mark) of approved make
15mm dia
Each
200
86300
172600
25 P amp F Pillar cocks (IS 8934 mark) of superior quality and approved make
CP Pillar cock 15 mm dia
Each
800
70800
566400
26
P amp F inlet connection (angle valves) superior quality of approved make CP inlet connection with 37mm long pipe amp nuts
Each
800
82800
662400
27
PampF bib cocks (IS 8931 mark) superior quality of approved make CP brass bib cock 15mm dia
Each
800
53600
428800
28
PampF Mixing range (15mm) CP one holeclose hole basin mixer with casted spout
Each
400
198600
794400
29
PampF stop cock (IS 8931 mark) superior quality of approved make CP brass concealed stop cock 15mm dia
Each
800
65700
525600
30 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 15mm
Each
400
27700
110800
31 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 25mm
Each
400
48100
192400
32
PampF rigid PVC Pipe (IS4985 mark) class II (4 Kg Cm
2) approved quality make including
joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia
PRM
3000
18800
564000
(b) 75 mm dia
PRM
4000
11900
476000
33
PampF rigid PVC pipe fittings (IS 4985 mark) of approved quality make including joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia bend
Each
800
11200
89600
(b) Plain tee 110mm dia
Each
800
13100
104800
(c) socket 110mm dia 8750
Each
800
7500
60000
(d) socket 75mm dia
Each
800
6100
48800
(e) Bend 75mm dia 8750
Each
1000
6800
68000
(f) Cowel 110mm dia
Each
1000
3900
39000
(g) Cowel 75mm dia
Each
1000
3000
30000
27
(h) 110mm dia door tee
Each
800
14500
116000
(j) 75mm dia with door tee
Each
800
12400
99200
34
PampF square mouth gully trap A grade (IS marked) of approved make complete with CI grating frame amp Cover masonry chamber in CM 16 100mm thick CC M-15 grade coping 12mm thick as per approved design amp type Trap size 150 X 100mm 72 kg CI cover with frame internal chamber size 300mm X 300mm
Each
400
99600
398400
35
Construction of Septic Tank in all types of soil with 40 cm thick masonry in CM 1 6 15 Cm thick CC bed of 1 5 10 M-15 grade CC flooring amp over stone slab covering 80mm thick slab jointing of slab in CM 1 3 Ralthal Kharanja 50 mm thick stone partition walls 20mm thick plaster in CM 1 6 finished with neat floating cement 4 Nos CI foot rests of approved design two No 450mm dia 25 Kg each CI cover with frame earth work etc complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr-
Size 400 X 140 X 150 cm (for 50 users)
Each
200
4506700
9013400
36
Construction of Soakage well in all types of soil 300 mm thick dry stone masonry top and bottom 300 mm course in CM 16 80mm thick stone slab jointing of slab in CM 1 3 Ralthal Kharanja 40 mm thick M-15 grade CC flooring earthwork including disposal of earth within a lead of 50 mtr
Size 300 Cm dia outside amp 300 cm depth
Each
200
1899700
3799400
37
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth upto 05 M
Each
600
432000
2592000
28
38
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth 05 to 10 M
Each
200
475000
950000
39
Providing Laying amp jointing glazed SW pipes grade `A` (IS651 marked) of approved make with spun yarn amp stiff mixture of cement mortar 11 excavation amp refilling of earth in all types of soil upto 12m depth SW fittings including testing of joints etc complete150mm dia
RM
15000
36900
5535000
40
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) all around SW pipe including 15 Cm thick bed concrete (Width W= Diameter of pipe in Cm+30 Cm)( Excluding cost of pipe)150mm dia
RM
15000
48500
7275000
41
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) upto haunches of SW pipes including 150 mm thick bed concrete (Width W= Dia of pipe in Cm+ 30Cm) concrete width to be reduced from width W at center of pipe to `0` at top of pipe (Excluding cost of pipe)
RM
25000
30600
7650000
Total
53818600
29
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Part -C Electrical Work based on
Electrical BSR 2013
1
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles18 SWG MS box with earth terminal 6 A switch 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
Medium point (up to 6 mtr)
P point 50
29300
1465000
Long point (up to 10 mtr)
P point 50
41500
2075000
2
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories 18 SWG 175 mm x 100 mm x 60 mm MS box with earth terminal 6 A switch 6 A socket 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
-
On board
P point 20
9100
182000
3
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles Moulded PVC Modular Box with 6 A Modular switchModular plate with grid plate screws making connections testing etc as required
-
Medium point (up to 6 mtr)
P point 50
33200
1660000
30
Long point (up to 10 mtr)
P point 50
45200
2260000
4
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories moulded PVC Modular box with earth terminal 6 A modular switch 6 A modular socket Modular plate with grid plate screws making connections testing etc as required
-
On board
P point 20
24400
488000
5
Supplying and drawing FR PVC insulated amp unsheathed flexible copper conductor ISI marked (IS694) of 11 kV grade and approved make in existing surface or recessed conduitcasing capping including making connections etc as required
-
1 x 15 sqmm
Mtr 100
1400
140000
2 x 15 sqmm
Mtr 200
2600
520000
2 x 25 sqmm
Mtr 100
4100
410000
4 x 25 sqmm
Mtr 100
8000
800000
6
PampF 240415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B C D tripping characteristic) ISI marked IS 8828(1996)] conforming to IEC 60898 in existing boardsheets including making connections testing etc as required
-
Single pole MCB
-
6 A to 32 A rating
Each 20
15100
302000
Double pole MCB
-
6 A to 32 A rating
Each 20
40100
802000
7
PampF 240415 V isolator conforming to IS13947-III IEC 60947-3 on existing board sheet including making connections testing etc as required
-
Double pole isolator
-
30 A 40 A rating
Each 20
29800
596000
63 A rating
Each 20
36700
734000
31
Four pole Isolator
-
63 A rating
Each 20
63100
1262000
8
PLaying PVC XLPE insulated amp PVC sheathed cable of 11 KV grade with aluminium conductor of IS1554 P-I IS 7098 P - I of Group 1 of approved make in ground as per IS1255 including excavation of 30cmx75cm size trench 25 cm thick under layer of sandIInd class bricks covering refilling earthcompaction of earth making necessary connection testing etc as required of size
-
100 Sqmm
-
3 core
Mtr 100
15100
1510000
4 core
Mtr 100
17000
1700000
160 Sqmm
-
3 core
Mtr 100
15900
1590000
4 core
Mtr 100
17800
1780000
350 Sqmm
-
35 core
Mtr 100
25200
2520000
9
Plate Earthing as per IS3043 with GI Earth plate of size 600mm x 600mm x 60mm by embodying 3 to 4 mtr below the ground level with 25 mm dia GI B class watering Pipe including all accessories like nut bolts reducer nipple wire meshed funnel and CC finished chamber covered with hinged type with locking arrangement CI Cover CI Frame of size300mm x 300mm complete with alternate layers of salt and cokecharcoal testing of earth resistance as required
Set 2
425000
850000
TOTAL
23646000
32
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Figure Words
Part -D NON BSR Items
1
Shortblasted paver blocks i shape wave shape rectangular shape square shape 60mm thick for colour paver inclusive of material costtax tranportation and unloading(rate-rs 1350m2) considering cement mortar(14)
SQM 80000 --------- -----------
----------
2
Providing and Fixing Cobbles on path way open court yards over 40mm thick base grinded Cement mortar 13 including keeping 10mm joint between cobbles filled with masaldar grinded Cement mortar11 complete in all respects The mortar should remain recessed by 5mm from the top surface of the cobble stone of approved shade Color It includes the cost of stone patties of size 150 x 225 mm at every 3 mtr internal in cobble pathway
(a) 150 mm thick
Sqm 150000 --------- -----------
----------
3
Providing and Fixing fine dressed kerb stone (Dand stone) along with path way gardeningtapperround with top edges in Cement mortar 13 including pointing with lime cream and stone dust with an admixture of pigment complete in all respect as per direction of Engineer incharge
(a) Size 100 x300mm fine dressed
Rmtr 40000 --------- -----------
----------
Total
-
18
RAJASTHAN TOURISM DEVELOPMENT CORPORATION LIMITED JAIPUR
(WORKS DIVISION)
TENDER DOCUMENT (Financial Bid)
E-Tender (NIT No) 082016-17
Name of work- Development of Craft Haat amp Administrative Block
Restoration Conservation work Stained GssMirror
Signature of Contractor
19
Rajasthan Tourism Development Corporation Ltd Jaipur
Name of Work - Development of Craft Haat amp Administrative Block
Schedule G
SNo Particulars Amount in Rs 1 Part -A Civil Work Based on PWD BSR 2014 1453150650
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part A Civil work ---------------------
2 Part -B Sanitary Work Based on PWD BSR 2014 53818600
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part B Civil work ---------------------
3 Part -C Electrical Work based on Electrical BSR 2013 23646000
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part C Civil work ---------------------
4 Part -D NON BSR Items -
Total
Signature of the Contractor General Manager Works
with full address RTDC Ltd Jaipur
Rajasthan
20
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE AMOUNT
Part -A Based on PWD BSR 2014
1
Earth work in rough excavation banking excavated earth in layers not exceeding 20cm in depth breaking clods watering rolling each layer with 12 tonne roller or stone or steel rammers and rolling every 3rd and top- most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads flood banks marginal banks and guide banks or filling up ground depressions lead up to 50 Mtr and lift up to 15 Mtr All kinds of soil
CUM
25000
23600
5900000
2
Earth work in excavation by mechanical means (hydraulic excavator) by manual means in foundation trenches or drains (not exceeding 15m in width or 10 sum on plan) including dressing of sides and ramming of bottom lift upto 15m including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed with in a lead of 50m of all kinds of soil
CUM
11000
15500
1705000
3
Filling available excavated earth (excluding rock) in trenches plinth side of foundation etc in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift
CUM
20000
5600
1120000
4
Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand
CUM
15000
88700
13305000
5
Providing and laying in position cement concrete including curing compaction etc complete in specified grade excluding the cost
of centering and shuttering - All work up to
plinth level
-
M10 grade Nominal Mix 1 3 6 (1 cement 3 coarse sand 6 graded stone aggregate 20mm nominal size)
CUM
15000
333125
49968750
21
6
Providing and laying damp-proof course with cement concrete grade M-150 (1 2 4) mortar prepared with 1 solution of water-proof compound complete as per specification 75mm thick
SQM
25000
47250
11812500
7
providing and laying in position specified grade of cememt concrete for all RCC structural elements upto plinth level including curing compaction finishing with rendering in cement sand mortar 13 (1cement3 coarse sand) and making good the joints and cost of the plasticizers(if required) excluding the cost of centeringshuttering and reinforcement M20 grade Nominal mixdesign Mix
CUM
27500
411200
113080000
8
Centering and Shuttering with plywood or steel sheets including strutting propping bracing both ways and removal of formwork for foundation footings strap beam raft bases of columns etc
SQM
250000
13700
34250000
9
Providing and fabricating reinforcement for RCC work including straightening cutting bending placing in position and binding (including cost of binding wire) all complete up to floor five level (Cold twisted deformed bars (IS 1786))
Kg
3000000
7400
222000000
10
Brick work with FPS bricks of class designation 75 in foundation and plinth with bricks -cement mortar 14 (1cement 4 coarse sand) CUM
65000
383100
249015000
11
Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in
-
Cement Mortar 13 ( 1-Cement 3-Sand)
CUM
11000
305500
33605000
Cement Mortar 14 ( 1-Cement 4-Sand)
CUM
58000
275600
159848000
12
Providing and fixing wood panelling or panelling and glazing in panelled or panelled and glazed shutters for doors windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured) Panelling for panelled and glazed shutter 25 mm to 40 mm thick
-
Nigeria wood Grade I
SQM
1500
194300
2914500
13
Extra for providing IS 1341-1992 marked Stainless Steel butt hinges instead of black enamelled MS butt hinges with necessary screws (Shutter area to be measured)
SQM
1500
11000
165000
22
14
Providing and fixing 18 mm thick 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I IS 3087 marked including top cover of 6 mm commercial ply wood conforming to IS 303 BWR grade nickel plate MS 20 mm dia curtain rod with nickel plated bracked including fixing with 25x3 mm MS flat 10 cm long all complete
Mtr
3500
29600
1036000
15
Supplying and fixing rolling shutters of approved make made of 80 x 125mm MS laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets side guides and arrangements for inside and outside locking with push and pull operation complete including cost of spring hooks providing and fixing necessary 253cm long wire springs grade No 2 and MS top cover 125mm thick for rolling shutters as per design amp IS 6248- 1979 (Clear openable area to be measured for payment)
SQM
60000
179600
107760000
16
Precast terrazo tiles of approved make 20mm thick with marble chips of size upto 6mm laid in floors and landing jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20mm thick bed of cement sand mortar 1 4 Light shade using white cement
SQM
95000
47000
44650000
17
Plaster on new surface on walls in cement sand mortar 14 including racking of joints etc complete fine finish -12mm thk
SQM
850000
11800
100300000
18
Providing and applying two coats of fire retardant paint unthinned on cleaned woodply surface 35 sum per litre per coat including preparation of base surface as per recommendations of manufacturer to make the surface fire retardant
SQM
850000
31100
264350000
23
19
Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying a) after surface preparation first layer of slurry of cement 0488 kgsqm mixed with water proffing cement compound 0253 kgsqm b) laying second layer of Fiber glass cloth when the first layer is still green Overlaps of joints of fiber cloth should not be less than 10 cm c) Third layer of 15 mm thickness consisting of slurry of cement 1289 kgsqm mixed with water proffing cement compound 0670 kgsqm and coarse sand 1289 kgsqm This will be allowed to air cure for 4 hours followed by water curing for 48 hours The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around d) fourth and final layer of brick tiling lsquowith cement mortar or any other approved protective coarse (which will be paid for separately) For the purpose of measurement the entire treated surface will be measured )
SQM
95000
33800
32110000
20
Laying of lawns including ploughing levelling breaking of clods manuring amp removal of stones etc(Cost of manure or extra good earth to be paid seperately) Maintenance of lawns for 30 daysor more till the grass forms a thick lawns free from weeds amp fit for moving in the duration of planting if lawn die some where the contractor will replant it at his own cost
100 SQM
774
550000
4255900
Total
1453150650
24
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT
Part -B Sanitary Work Based on PWD BSR
2014
1
P amp F Indian type white glazed vitreous china 1st quality WC orissa pan (IS 2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor
-
Size 530x410mm
Each
400
194500
778000
2
P amp F lst quality WVC Urinal (IS2556 mark) with 25mm dia GI waste pipe dome waste couplings concealed iron brackets or screws etc complete
-
Flat Back (small) size 456x355x265mm
Each
400
133200
532800
3
P amp F WVC wash basin (1st
quality IS 2556 Mark) of approved make with CI brackets duly painted 1 No 15 mm CP Pillar cock (IS 8934 Mark) amp 32 mm CP brass waste coupling of approved make 25 mm GI waste pipe complete including cutting amp making good the wall
-
Size 550 mm x 400 mm
Each
400
196800
787200
4 P amp F water closet Seat Covers with brass hinges complete
Solid PVC (ISI Marked) grade-I White for EWC
Each
400
35300
141200
5 P amp F CP lugs for toilet seat cover
Pair
400
7200
28800
6
P amp F Low level flushing cistern of 10 litres capacity (IS 2556 mark) of approved make with complete fittings CI brackets duly painted brass ball cock with ball (IS 1703 mark) complete including cutting and making good the wall
WVC with CP brass bend
Each
800
191000
1528000
7
P amp F Automatic Flushing Cistern of First quality ( IS 774 Mark) of approved make fitting syphon with copper tube CI brackets complete including cutting and making good the wall WVC (as per IS 2556) 10 litres
Each
400
98800
395200
8 P amp F Bottle Trap of approved make
CP Brass 32mm
Each
800
42500
340000
9 P amp F Waste Coupling with fittings of approved quality make
CP Brass 32mm Dia
Each
400
10800
43200
25
10
PampF Marble Urinal Partition slab both sides polished of approved design cut from marble size 900x600mm
Makrana II quality marble having light spots
Each
400
83900
335600
11
P amp F Looking Mirrors with PVC frame of approved make as per direction of Engineer-in-charge
Size 500x400mm
Sqm
400
26600
106400
12 P amp F Waste Pipe with all fittings
PVC with CP nut 32mm
Each
400
13200
52800
13 P amp F Toilet Shelf of approved qualitymake
Acrylic shelf on CP brass casted brackets amp guard rail of Commander equivalent make size 550 X 125 mm
Each
800
75500
604000
14 P amp F Towel Rail or Ring of approved qualitymake
CP brass Towel rail elbow type with concealed scrwes size 450mm (Heavy duty)
Each
400
34000
136000
15 P amp F Grating of approved qualitymake
Stainless steel sheet size 125mm dia Heavy Quality of approved make
Each
800
7000
56000
16 P amp F Liquid Soap Container with brackets complete of approved make
CP brass
Each
400
16000
64000
17 P amp F Toilet Paper Holder with rod of approved qualitymake
CP brass
Each
400
15000
60000
18 P amp F Soap dish or Tray of approved qualitymake
CP brass heavy amp Superior quality
Each
400
10500
42000
19 P amp F jet spray for water closet with CP Copper Tube flange of approved make
Each
400
26600
106400
20
P amp F GI pipes (internal work) with GI fittings (IS 1239 Mark) amp MS clamps including cutting and making good the walls and floors
Concealed pipe in wall including with anticorrosive bitumen paint
15 mm dia nominal bore B Class
Rmt
8000
17600
1408000
21
P amp F GI pipes (External work) with GI fittings (IS 1239 mark) including trenching amp refilling earth etc
15mm dia nominal bore B Class
Rmt
6000
13700
822000
25mm (-do-) B Class
Rmt
6000
21700
1302000
32mm (-do-) B Class
Rmt
6000
27000
1620000
22 Making connection of GI distribution branch with GI main including all fittings
26
Upto 25mm dia
Each
200
23000
46000
Beyond 25 mm amp upto 100 mm dia
Each
200
33800
67600
23
Fixing water meter (IS 779 mark) and stop cock in GI pipe line including making chamber of approved size excluding cost of water meter amp stop cock
Each
200
26700
53400
24 P amp F water meter (IS 779 mark) of approved make
15mm dia
Each
200
86300
172600
25 P amp F Pillar cocks (IS 8934 mark) of superior quality and approved make
CP Pillar cock 15 mm dia
Each
800
70800
566400
26
P amp F inlet connection (angle valves) superior quality of approved make CP inlet connection with 37mm long pipe amp nuts
Each
800
82800
662400
27
PampF bib cocks (IS 8931 mark) superior quality of approved make CP brass bib cock 15mm dia
Each
800
53600
428800
28
PampF Mixing range (15mm) CP one holeclose hole basin mixer with casted spout
Each
400
198600
794400
29
PampF stop cock (IS 8931 mark) superior quality of approved make CP brass concealed stop cock 15mm dia
Each
800
65700
525600
30 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 15mm
Each
400
27700
110800
31 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 25mm
Each
400
48100
192400
32
PampF rigid PVC Pipe (IS4985 mark) class II (4 Kg Cm
2) approved quality make including
joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia
PRM
3000
18800
564000
(b) 75 mm dia
PRM
4000
11900
476000
33
PampF rigid PVC pipe fittings (IS 4985 mark) of approved quality make including joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia bend
Each
800
11200
89600
(b) Plain tee 110mm dia
Each
800
13100
104800
(c) socket 110mm dia 8750
Each
800
7500
60000
(d) socket 75mm dia
Each
800
6100
48800
(e) Bend 75mm dia 8750
Each
1000
6800
68000
(f) Cowel 110mm dia
Each
1000
3900
39000
(g) Cowel 75mm dia
Each
1000
3000
30000
27
(h) 110mm dia door tee
Each
800
14500
116000
(j) 75mm dia with door tee
Each
800
12400
99200
34
PampF square mouth gully trap A grade (IS marked) of approved make complete with CI grating frame amp Cover masonry chamber in CM 16 100mm thick CC M-15 grade coping 12mm thick as per approved design amp type Trap size 150 X 100mm 72 kg CI cover with frame internal chamber size 300mm X 300mm
Each
400
99600
398400
35
Construction of Septic Tank in all types of soil with 40 cm thick masonry in CM 1 6 15 Cm thick CC bed of 1 5 10 M-15 grade CC flooring amp over stone slab covering 80mm thick slab jointing of slab in CM 1 3 Ralthal Kharanja 50 mm thick stone partition walls 20mm thick plaster in CM 1 6 finished with neat floating cement 4 Nos CI foot rests of approved design two No 450mm dia 25 Kg each CI cover with frame earth work etc complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr-
Size 400 X 140 X 150 cm (for 50 users)
Each
200
4506700
9013400
36
Construction of Soakage well in all types of soil 300 mm thick dry stone masonry top and bottom 300 mm course in CM 16 80mm thick stone slab jointing of slab in CM 1 3 Ralthal Kharanja 40 mm thick M-15 grade CC flooring earthwork including disposal of earth within a lead of 50 mtr
Size 300 Cm dia outside amp 300 cm depth
Each
200
1899700
3799400
37
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth upto 05 M
Each
600
432000
2592000
28
38
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth 05 to 10 M
Each
200
475000
950000
39
Providing Laying amp jointing glazed SW pipes grade `A` (IS651 marked) of approved make with spun yarn amp stiff mixture of cement mortar 11 excavation amp refilling of earth in all types of soil upto 12m depth SW fittings including testing of joints etc complete150mm dia
RM
15000
36900
5535000
40
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) all around SW pipe including 15 Cm thick bed concrete (Width W= Diameter of pipe in Cm+30 Cm)( Excluding cost of pipe)150mm dia
RM
15000
48500
7275000
41
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) upto haunches of SW pipes including 150 mm thick bed concrete (Width W= Dia of pipe in Cm+ 30Cm) concrete width to be reduced from width W at center of pipe to `0` at top of pipe (Excluding cost of pipe)
RM
25000
30600
7650000
Total
53818600
29
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Part -C Electrical Work based on
Electrical BSR 2013
1
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles18 SWG MS box with earth terminal 6 A switch 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
Medium point (up to 6 mtr)
P point 50
29300
1465000
Long point (up to 10 mtr)
P point 50
41500
2075000
2
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories 18 SWG 175 mm x 100 mm x 60 mm MS box with earth terminal 6 A switch 6 A socket 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
-
On board
P point 20
9100
182000
3
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles Moulded PVC Modular Box with 6 A Modular switchModular plate with grid plate screws making connections testing etc as required
-
Medium point (up to 6 mtr)
P point 50
33200
1660000
30
Long point (up to 10 mtr)
P point 50
45200
2260000
4
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories moulded PVC Modular box with earth terminal 6 A modular switch 6 A modular socket Modular plate with grid plate screws making connections testing etc as required
-
On board
P point 20
24400
488000
5
Supplying and drawing FR PVC insulated amp unsheathed flexible copper conductor ISI marked (IS694) of 11 kV grade and approved make in existing surface or recessed conduitcasing capping including making connections etc as required
-
1 x 15 sqmm
Mtr 100
1400
140000
2 x 15 sqmm
Mtr 200
2600
520000
2 x 25 sqmm
Mtr 100
4100
410000
4 x 25 sqmm
Mtr 100
8000
800000
6
PampF 240415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B C D tripping characteristic) ISI marked IS 8828(1996)] conforming to IEC 60898 in existing boardsheets including making connections testing etc as required
-
Single pole MCB
-
6 A to 32 A rating
Each 20
15100
302000
Double pole MCB
-
6 A to 32 A rating
Each 20
40100
802000
7
PampF 240415 V isolator conforming to IS13947-III IEC 60947-3 on existing board sheet including making connections testing etc as required
-
Double pole isolator
-
30 A 40 A rating
Each 20
29800
596000
63 A rating
Each 20
36700
734000
31
Four pole Isolator
-
63 A rating
Each 20
63100
1262000
8
PLaying PVC XLPE insulated amp PVC sheathed cable of 11 KV grade with aluminium conductor of IS1554 P-I IS 7098 P - I of Group 1 of approved make in ground as per IS1255 including excavation of 30cmx75cm size trench 25 cm thick under layer of sandIInd class bricks covering refilling earthcompaction of earth making necessary connection testing etc as required of size
-
100 Sqmm
-
3 core
Mtr 100
15100
1510000
4 core
Mtr 100
17000
1700000
160 Sqmm
-
3 core
Mtr 100
15900
1590000
4 core
Mtr 100
17800
1780000
350 Sqmm
-
35 core
Mtr 100
25200
2520000
9
Plate Earthing as per IS3043 with GI Earth plate of size 600mm x 600mm x 60mm by embodying 3 to 4 mtr below the ground level with 25 mm dia GI B class watering Pipe including all accessories like nut bolts reducer nipple wire meshed funnel and CC finished chamber covered with hinged type with locking arrangement CI Cover CI Frame of size300mm x 300mm complete with alternate layers of salt and cokecharcoal testing of earth resistance as required
Set 2
425000
850000
TOTAL
23646000
32
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Figure Words
Part -D NON BSR Items
1
Shortblasted paver blocks i shape wave shape rectangular shape square shape 60mm thick for colour paver inclusive of material costtax tranportation and unloading(rate-rs 1350m2) considering cement mortar(14)
SQM 80000 --------- -----------
----------
2
Providing and Fixing Cobbles on path way open court yards over 40mm thick base grinded Cement mortar 13 including keeping 10mm joint between cobbles filled with masaldar grinded Cement mortar11 complete in all respects The mortar should remain recessed by 5mm from the top surface of the cobble stone of approved shade Color It includes the cost of stone patties of size 150 x 225 mm at every 3 mtr internal in cobble pathway
(a) 150 mm thick
Sqm 150000 --------- -----------
----------
3
Providing and Fixing fine dressed kerb stone (Dand stone) along with path way gardeningtapperround with top edges in Cement mortar 13 including pointing with lime cream and stone dust with an admixture of pigment complete in all respect as per direction of Engineer incharge
(a) Size 100 x300mm fine dressed
Rmtr 40000 --------- -----------
----------
Total
-
19
Rajasthan Tourism Development Corporation Ltd Jaipur
Name of Work - Development of Craft Haat amp Administrative Block
Schedule G
SNo Particulars Amount in Rs 1 Part -A Civil Work Based on PWD BSR 2014 1453150650
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part A Civil work ---------------------
2 Part -B Sanitary Work Based on PWD BSR 2014 53818600
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part B Civil work ---------------------
3 Part -C Electrical Work based on Electrical BSR 2013 23646000
AddSubtract Tender Premium abovebelow --------------- ---------------------
Total Part C Civil work ---------------------
4 Part -D NON BSR Items -
Total
Signature of the Contractor General Manager Works
with full address RTDC Ltd Jaipur
Rajasthan
20
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE AMOUNT
Part -A Based on PWD BSR 2014
1
Earth work in rough excavation banking excavated earth in layers not exceeding 20cm in depth breaking clods watering rolling each layer with 12 tonne roller or stone or steel rammers and rolling every 3rd and top- most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads flood banks marginal banks and guide banks or filling up ground depressions lead up to 50 Mtr and lift up to 15 Mtr All kinds of soil
CUM
25000
23600
5900000
2
Earth work in excavation by mechanical means (hydraulic excavator) by manual means in foundation trenches or drains (not exceeding 15m in width or 10 sum on plan) including dressing of sides and ramming of bottom lift upto 15m including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed with in a lead of 50m of all kinds of soil
CUM
11000
15500
1705000
3
Filling available excavated earth (excluding rock) in trenches plinth side of foundation etc in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift
CUM
20000
5600
1120000
4
Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand
CUM
15000
88700
13305000
5
Providing and laying in position cement concrete including curing compaction etc complete in specified grade excluding the cost
of centering and shuttering - All work up to
plinth level
-
M10 grade Nominal Mix 1 3 6 (1 cement 3 coarse sand 6 graded stone aggregate 20mm nominal size)
CUM
15000
333125
49968750
21
6
Providing and laying damp-proof course with cement concrete grade M-150 (1 2 4) mortar prepared with 1 solution of water-proof compound complete as per specification 75mm thick
SQM
25000
47250
11812500
7
providing and laying in position specified grade of cememt concrete for all RCC structural elements upto plinth level including curing compaction finishing with rendering in cement sand mortar 13 (1cement3 coarse sand) and making good the joints and cost of the plasticizers(if required) excluding the cost of centeringshuttering and reinforcement M20 grade Nominal mixdesign Mix
CUM
27500
411200
113080000
8
Centering and Shuttering with plywood or steel sheets including strutting propping bracing both ways and removal of formwork for foundation footings strap beam raft bases of columns etc
SQM
250000
13700
34250000
9
Providing and fabricating reinforcement for RCC work including straightening cutting bending placing in position and binding (including cost of binding wire) all complete up to floor five level (Cold twisted deformed bars (IS 1786))
Kg
3000000
7400
222000000
10
Brick work with FPS bricks of class designation 75 in foundation and plinth with bricks -cement mortar 14 (1cement 4 coarse sand) CUM
65000
383100
249015000
11
Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in
-
Cement Mortar 13 ( 1-Cement 3-Sand)
CUM
11000
305500
33605000
Cement Mortar 14 ( 1-Cement 4-Sand)
CUM
58000
275600
159848000
12
Providing and fixing wood panelling or panelling and glazing in panelled or panelled and glazed shutters for doors windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured) Panelling for panelled and glazed shutter 25 mm to 40 mm thick
-
Nigeria wood Grade I
SQM
1500
194300
2914500
13
Extra for providing IS 1341-1992 marked Stainless Steel butt hinges instead of black enamelled MS butt hinges with necessary screws (Shutter area to be measured)
SQM
1500
11000
165000
22
14
Providing and fixing 18 mm thick 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I IS 3087 marked including top cover of 6 mm commercial ply wood conforming to IS 303 BWR grade nickel plate MS 20 mm dia curtain rod with nickel plated bracked including fixing with 25x3 mm MS flat 10 cm long all complete
Mtr
3500
29600
1036000
15
Supplying and fixing rolling shutters of approved make made of 80 x 125mm MS laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets side guides and arrangements for inside and outside locking with push and pull operation complete including cost of spring hooks providing and fixing necessary 253cm long wire springs grade No 2 and MS top cover 125mm thick for rolling shutters as per design amp IS 6248- 1979 (Clear openable area to be measured for payment)
SQM
60000
179600
107760000
16
Precast terrazo tiles of approved make 20mm thick with marble chips of size upto 6mm laid in floors and landing jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20mm thick bed of cement sand mortar 1 4 Light shade using white cement
SQM
95000
47000
44650000
17
Plaster on new surface on walls in cement sand mortar 14 including racking of joints etc complete fine finish -12mm thk
SQM
850000
11800
100300000
18
Providing and applying two coats of fire retardant paint unthinned on cleaned woodply surface 35 sum per litre per coat including preparation of base surface as per recommendations of manufacturer to make the surface fire retardant
SQM
850000
31100
264350000
23
19
Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying a) after surface preparation first layer of slurry of cement 0488 kgsqm mixed with water proffing cement compound 0253 kgsqm b) laying second layer of Fiber glass cloth when the first layer is still green Overlaps of joints of fiber cloth should not be less than 10 cm c) Third layer of 15 mm thickness consisting of slurry of cement 1289 kgsqm mixed with water proffing cement compound 0670 kgsqm and coarse sand 1289 kgsqm This will be allowed to air cure for 4 hours followed by water curing for 48 hours The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around d) fourth and final layer of brick tiling lsquowith cement mortar or any other approved protective coarse (which will be paid for separately) For the purpose of measurement the entire treated surface will be measured )
SQM
95000
33800
32110000
20
Laying of lawns including ploughing levelling breaking of clods manuring amp removal of stones etc(Cost of manure or extra good earth to be paid seperately) Maintenance of lawns for 30 daysor more till the grass forms a thick lawns free from weeds amp fit for moving in the duration of planting if lawn die some where the contractor will replant it at his own cost
100 SQM
774
550000
4255900
Total
1453150650
24
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT
Part -B Sanitary Work Based on PWD BSR
2014
1
P amp F Indian type white glazed vitreous china 1st quality WC orissa pan (IS 2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor
-
Size 530x410mm
Each
400
194500
778000
2
P amp F lst quality WVC Urinal (IS2556 mark) with 25mm dia GI waste pipe dome waste couplings concealed iron brackets or screws etc complete
-
Flat Back (small) size 456x355x265mm
Each
400
133200
532800
3
P amp F WVC wash basin (1st
quality IS 2556 Mark) of approved make with CI brackets duly painted 1 No 15 mm CP Pillar cock (IS 8934 Mark) amp 32 mm CP brass waste coupling of approved make 25 mm GI waste pipe complete including cutting amp making good the wall
-
Size 550 mm x 400 mm
Each
400
196800
787200
4 P amp F water closet Seat Covers with brass hinges complete
Solid PVC (ISI Marked) grade-I White for EWC
Each
400
35300
141200
5 P amp F CP lugs for toilet seat cover
Pair
400
7200
28800
6
P amp F Low level flushing cistern of 10 litres capacity (IS 2556 mark) of approved make with complete fittings CI brackets duly painted brass ball cock with ball (IS 1703 mark) complete including cutting and making good the wall
WVC with CP brass bend
Each
800
191000
1528000
7
P amp F Automatic Flushing Cistern of First quality ( IS 774 Mark) of approved make fitting syphon with copper tube CI brackets complete including cutting and making good the wall WVC (as per IS 2556) 10 litres
Each
400
98800
395200
8 P amp F Bottle Trap of approved make
CP Brass 32mm
Each
800
42500
340000
9 P amp F Waste Coupling with fittings of approved quality make
CP Brass 32mm Dia
Each
400
10800
43200
25
10
PampF Marble Urinal Partition slab both sides polished of approved design cut from marble size 900x600mm
Makrana II quality marble having light spots
Each
400
83900
335600
11
P amp F Looking Mirrors with PVC frame of approved make as per direction of Engineer-in-charge
Size 500x400mm
Sqm
400
26600
106400
12 P amp F Waste Pipe with all fittings
PVC with CP nut 32mm
Each
400
13200
52800
13 P amp F Toilet Shelf of approved qualitymake
Acrylic shelf on CP brass casted brackets amp guard rail of Commander equivalent make size 550 X 125 mm
Each
800
75500
604000
14 P amp F Towel Rail or Ring of approved qualitymake
CP brass Towel rail elbow type with concealed scrwes size 450mm (Heavy duty)
Each
400
34000
136000
15 P amp F Grating of approved qualitymake
Stainless steel sheet size 125mm dia Heavy Quality of approved make
Each
800
7000
56000
16 P amp F Liquid Soap Container with brackets complete of approved make
CP brass
Each
400
16000
64000
17 P amp F Toilet Paper Holder with rod of approved qualitymake
CP brass
Each
400
15000
60000
18 P amp F Soap dish or Tray of approved qualitymake
CP brass heavy amp Superior quality
Each
400
10500
42000
19 P amp F jet spray for water closet with CP Copper Tube flange of approved make
Each
400
26600
106400
20
P amp F GI pipes (internal work) with GI fittings (IS 1239 Mark) amp MS clamps including cutting and making good the walls and floors
Concealed pipe in wall including with anticorrosive bitumen paint
15 mm dia nominal bore B Class
Rmt
8000
17600
1408000
21
P amp F GI pipes (External work) with GI fittings (IS 1239 mark) including trenching amp refilling earth etc
15mm dia nominal bore B Class
Rmt
6000
13700
822000
25mm (-do-) B Class
Rmt
6000
21700
1302000
32mm (-do-) B Class
Rmt
6000
27000
1620000
22 Making connection of GI distribution branch with GI main including all fittings
26
Upto 25mm dia
Each
200
23000
46000
Beyond 25 mm amp upto 100 mm dia
Each
200
33800
67600
23
Fixing water meter (IS 779 mark) and stop cock in GI pipe line including making chamber of approved size excluding cost of water meter amp stop cock
Each
200
26700
53400
24 P amp F water meter (IS 779 mark) of approved make
15mm dia
Each
200
86300
172600
25 P amp F Pillar cocks (IS 8934 mark) of superior quality and approved make
CP Pillar cock 15 mm dia
Each
800
70800
566400
26
P amp F inlet connection (angle valves) superior quality of approved make CP inlet connection with 37mm long pipe amp nuts
Each
800
82800
662400
27
PampF bib cocks (IS 8931 mark) superior quality of approved make CP brass bib cock 15mm dia
Each
800
53600
428800
28
PampF Mixing range (15mm) CP one holeclose hole basin mixer with casted spout
Each
400
198600
794400
29
PampF stop cock (IS 8931 mark) superior quality of approved make CP brass concealed stop cock 15mm dia
Each
800
65700
525600
30 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 15mm
Each
400
27700
110800
31 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 25mm
Each
400
48100
192400
32
PampF rigid PVC Pipe (IS4985 mark) class II (4 Kg Cm
2) approved quality make including
joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia
PRM
3000
18800
564000
(b) 75 mm dia
PRM
4000
11900
476000
33
PampF rigid PVC pipe fittings (IS 4985 mark) of approved quality make including joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia bend
Each
800
11200
89600
(b) Plain tee 110mm dia
Each
800
13100
104800
(c) socket 110mm dia 8750
Each
800
7500
60000
(d) socket 75mm dia
Each
800
6100
48800
(e) Bend 75mm dia 8750
Each
1000
6800
68000
(f) Cowel 110mm dia
Each
1000
3900
39000
(g) Cowel 75mm dia
Each
1000
3000
30000
27
(h) 110mm dia door tee
Each
800
14500
116000
(j) 75mm dia with door tee
Each
800
12400
99200
34
PampF square mouth gully trap A grade (IS marked) of approved make complete with CI grating frame amp Cover masonry chamber in CM 16 100mm thick CC M-15 grade coping 12mm thick as per approved design amp type Trap size 150 X 100mm 72 kg CI cover with frame internal chamber size 300mm X 300mm
Each
400
99600
398400
35
Construction of Septic Tank in all types of soil with 40 cm thick masonry in CM 1 6 15 Cm thick CC bed of 1 5 10 M-15 grade CC flooring amp over stone slab covering 80mm thick slab jointing of slab in CM 1 3 Ralthal Kharanja 50 mm thick stone partition walls 20mm thick plaster in CM 1 6 finished with neat floating cement 4 Nos CI foot rests of approved design two No 450mm dia 25 Kg each CI cover with frame earth work etc complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr-
Size 400 X 140 X 150 cm (for 50 users)
Each
200
4506700
9013400
36
Construction of Soakage well in all types of soil 300 mm thick dry stone masonry top and bottom 300 mm course in CM 16 80mm thick stone slab jointing of slab in CM 1 3 Ralthal Kharanja 40 mm thick M-15 grade CC flooring earthwork including disposal of earth within a lead of 50 mtr
Size 300 Cm dia outside amp 300 cm depth
Each
200
1899700
3799400
37
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth upto 05 M
Each
600
432000
2592000
28
38
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth 05 to 10 M
Each
200
475000
950000
39
Providing Laying amp jointing glazed SW pipes grade `A` (IS651 marked) of approved make with spun yarn amp stiff mixture of cement mortar 11 excavation amp refilling of earth in all types of soil upto 12m depth SW fittings including testing of joints etc complete150mm dia
RM
15000
36900
5535000
40
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) all around SW pipe including 15 Cm thick bed concrete (Width W= Diameter of pipe in Cm+30 Cm)( Excluding cost of pipe)150mm dia
RM
15000
48500
7275000
41
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) upto haunches of SW pipes including 150 mm thick bed concrete (Width W= Dia of pipe in Cm+ 30Cm) concrete width to be reduced from width W at center of pipe to `0` at top of pipe (Excluding cost of pipe)
RM
25000
30600
7650000
Total
53818600
29
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Part -C Electrical Work based on
Electrical BSR 2013
1
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles18 SWG MS box with earth terminal 6 A switch 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
Medium point (up to 6 mtr)
P point 50
29300
1465000
Long point (up to 10 mtr)
P point 50
41500
2075000
2
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories 18 SWG 175 mm x 100 mm x 60 mm MS box with earth terminal 6 A switch 6 A socket 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
-
On board
P point 20
9100
182000
3
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles Moulded PVC Modular Box with 6 A Modular switchModular plate with grid plate screws making connections testing etc as required
-
Medium point (up to 6 mtr)
P point 50
33200
1660000
30
Long point (up to 10 mtr)
P point 50
45200
2260000
4
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories moulded PVC Modular box with earth terminal 6 A modular switch 6 A modular socket Modular plate with grid plate screws making connections testing etc as required
-
On board
P point 20
24400
488000
5
Supplying and drawing FR PVC insulated amp unsheathed flexible copper conductor ISI marked (IS694) of 11 kV grade and approved make in existing surface or recessed conduitcasing capping including making connections etc as required
-
1 x 15 sqmm
Mtr 100
1400
140000
2 x 15 sqmm
Mtr 200
2600
520000
2 x 25 sqmm
Mtr 100
4100
410000
4 x 25 sqmm
Mtr 100
8000
800000
6
PampF 240415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B C D tripping characteristic) ISI marked IS 8828(1996)] conforming to IEC 60898 in existing boardsheets including making connections testing etc as required
-
Single pole MCB
-
6 A to 32 A rating
Each 20
15100
302000
Double pole MCB
-
6 A to 32 A rating
Each 20
40100
802000
7
PampF 240415 V isolator conforming to IS13947-III IEC 60947-3 on existing board sheet including making connections testing etc as required
-
Double pole isolator
-
30 A 40 A rating
Each 20
29800
596000
63 A rating
Each 20
36700
734000
31
Four pole Isolator
-
63 A rating
Each 20
63100
1262000
8
PLaying PVC XLPE insulated amp PVC sheathed cable of 11 KV grade with aluminium conductor of IS1554 P-I IS 7098 P - I of Group 1 of approved make in ground as per IS1255 including excavation of 30cmx75cm size trench 25 cm thick under layer of sandIInd class bricks covering refilling earthcompaction of earth making necessary connection testing etc as required of size
-
100 Sqmm
-
3 core
Mtr 100
15100
1510000
4 core
Mtr 100
17000
1700000
160 Sqmm
-
3 core
Mtr 100
15900
1590000
4 core
Mtr 100
17800
1780000
350 Sqmm
-
35 core
Mtr 100
25200
2520000
9
Plate Earthing as per IS3043 with GI Earth plate of size 600mm x 600mm x 60mm by embodying 3 to 4 mtr below the ground level with 25 mm dia GI B class watering Pipe including all accessories like nut bolts reducer nipple wire meshed funnel and CC finished chamber covered with hinged type with locking arrangement CI Cover CI Frame of size300mm x 300mm complete with alternate layers of salt and cokecharcoal testing of earth resistance as required
Set 2
425000
850000
TOTAL
23646000
32
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Figure Words
Part -D NON BSR Items
1
Shortblasted paver blocks i shape wave shape rectangular shape square shape 60mm thick for colour paver inclusive of material costtax tranportation and unloading(rate-rs 1350m2) considering cement mortar(14)
SQM 80000 --------- -----------
----------
2
Providing and Fixing Cobbles on path way open court yards over 40mm thick base grinded Cement mortar 13 including keeping 10mm joint between cobbles filled with masaldar grinded Cement mortar11 complete in all respects The mortar should remain recessed by 5mm from the top surface of the cobble stone of approved shade Color It includes the cost of stone patties of size 150 x 225 mm at every 3 mtr internal in cobble pathway
(a) 150 mm thick
Sqm 150000 --------- -----------
----------
3
Providing and Fixing fine dressed kerb stone (Dand stone) along with path way gardeningtapperround with top edges in Cement mortar 13 including pointing with lime cream and stone dust with an admixture of pigment complete in all respect as per direction of Engineer incharge
(a) Size 100 x300mm fine dressed
Rmtr 40000 --------- -----------
----------
Total
-
20
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE AMOUNT
Part -A Based on PWD BSR 2014
1
Earth work in rough excavation banking excavated earth in layers not exceeding 20cm in depth breaking clods watering rolling each layer with 12 tonne roller or stone or steel rammers and rolling every 3rd and top- most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads flood banks marginal banks and guide banks or filling up ground depressions lead up to 50 Mtr and lift up to 15 Mtr All kinds of soil
CUM
25000
23600
5900000
2
Earth work in excavation by mechanical means (hydraulic excavator) by manual means in foundation trenches or drains (not exceeding 15m in width or 10 sum on plan) including dressing of sides and ramming of bottom lift upto 15m including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed with in a lead of 50m of all kinds of soil
CUM
11000
15500
1705000
3
Filling available excavated earth (excluding rock) in trenches plinth side of foundation etc in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift
CUM
20000
5600
1120000
4
Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand
CUM
15000
88700
13305000
5
Providing and laying in position cement concrete including curing compaction etc complete in specified grade excluding the cost
of centering and shuttering - All work up to
plinth level
-
M10 grade Nominal Mix 1 3 6 (1 cement 3 coarse sand 6 graded stone aggregate 20mm nominal size)
CUM
15000
333125
49968750
21
6
Providing and laying damp-proof course with cement concrete grade M-150 (1 2 4) mortar prepared with 1 solution of water-proof compound complete as per specification 75mm thick
SQM
25000
47250
11812500
7
providing and laying in position specified grade of cememt concrete for all RCC structural elements upto plinth level including curing compaction finishing with rendering in cement sand mortar 13 (1cement3 coarse sand) and making good the joints and cost of the plasticizers(if required) excluding the cost of centeringshuttering and reinforcement M20 grade Nominal mixdesign Mix
CUM
27500
411200
113080000
8
Centering and Shuttering with plywood or steel sheets including strutting propping bracing both ways and removal of formwork for foundation footings strap beam raft bases of columns etc
SQM
250000
13700
34250000
9
Providing and fabricating reinforcement for RCC work including straightening cutting bending placing in position and binding (including cost of binding wire) all complete up to floor five level (Cold twisted deformed bars (IS 1786))
Kg
3000000
7400
222000000
10
Brick work with FPS bricks of class designation 75 in foundation and plinth with bricks -cement mortar 14 (1cement 4 coarse sand) CUM
65000
383100
249015000
11
Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in
-
Cement Mortar 13 ( 1-Cement 3-Sand)
CUM
11000
305500
33605000
Cement Mortar 14 ( 1-Cement 4-Sand)
CUM
58000
275600
159848000
12
Providing and fixing wood panelling or panelling and glazing in panelled or panelled and glazed shutters for doors windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured) Panelling for panelled and glazed shutter 25 mm to 40 mm thick
-
Nigeria wood Grade I
SQM
1500
194300
2914500
13
Extra for providing IS 1341-1992 marked Stainless Steel butt hinges instead of black enamelled MS butt hinges with necessary screws (Shutter area to be measured)
SQM
1500
11000
165000
22
14
Providing and fixing 18 mm thick 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I IS 3087 marked including top cover of 6 mm commercial ply wood conforming to IS 303 BWR grade nickel plate MS 20 mm dia curtain rod with nickel plated bracked including fixing with 25x3 mm MS flat 10 cm long all complete
Mtr
3500
29600
1036000
15
Supplying and fixing rolling shutters of approved make made of 80 x 125mm MS laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets side guides and arrangements for inside and outside locking with push and pull operation complete including cost of spring hooks providing and fixing necessary 253cm long wire springs grade No 2 and MS top cover 125mm thick for rolling shutters as per design amp IS 6248- 1979 (Clear openable area to be measured for payment)
SQM
60000
179600
107760000
16
Precast terrazo tiles of approved make 20mm thick with marble chips of size upto 6mm laid in floors and landing jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20mm thick bed of cement sand mortar 1 4 Light shade using white cement
SQM
95000
47000
44650000
17
Plaster on new surface on walls in cement sand mortar 14 including racking of joints etc complete fine finish -12mm thk
SQM
850000
11800
100300000
18
Providing and applying two coats of fire retardant paint unthinned on cleaned woodply surface 35 sum per litre per coat including preparation of base surface as per recommendations of manufacturer to make the surface fire retardant
SQM
850000
31100
264350000
23
19
Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying a) after surface preparation first layer of slurry of cement 0488 kgsqm mixed with water proffing cement compound 0253 kgsqm b) laying second layer of Fiber glass cloth when the first layer is still green Overlaps of joints of fiber cloth should not be less than 10 cm c) Third layer of 15 mm thickness consisting of slurry of cement 1289 kgsqm mixed with water proffing cement compound 0670 kgsqm and coarse sand 1289 kgsqm This will be allowed to air cure for 4 hours followed by water curing for 48 hours The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around d) fourth and final layer of brick tiling lsquowith cement mortar or any other approved protective coarse (which will be paid for separately) For the purpose of measurement the entire treated surface will be measured )
SQM
95000
33800
32110000
20
Laying of lawns including ploughing levelling breaking of clods manuring amp removal of stones etc(Cost of manure or extra good earth to be paid seperately) Maintenance of lawns for 30 daysor more till the grass forms a thick lawns free from weeds amp fit for moving in the duration of planting if lawn die some where the contractor will replant it at his own cost
100 SQM
774
550000
4255900
Total
1453150650
24
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT
Part -B Sanitary Work Based on PWD BSR
2014
1
P amp F Indian type white glazed vitreous china 1st quality WC orissa pan (IS 2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor
-
Size 530x410mm
Each
400
194500
778000
2
P amp F lst quality WVC Urinal (IS2556 mark) with 25mm dia GI waste pipe dome waste couplings concealed iron brackets or screws etc complete
-
Flat Back (small) size 456x355x265mm
Each
400
133200
532800
3
P amp F WVC wash basin (1st
quality IS 2556 Mark) of approved make with CI brackets duly painted 1 No 15 mm CP Pillar cock (IS 8934 Mark) amp 32 mm CP brass waste coupling of approved make 25 mm GI waste pipe complete including cutting amp making good the wall
-
Size 550 mm x 400 mm
Each
400
196800
787200
4 P amp F water closet Seat Covers with brass hinges complete
Solid PVC (ISI Marked) grade-I White for EWC
Each
400
35300
141200
5 P amp F CP lugs for toilet seat cover
Pair
400
7200
28800
6
P amp F Low level flushing cistern of 10 litres capacity (IS 2556 mark) of approved make with complete fittings CI brackets duly painted brass ball cock with ball (IS 1703 mark) complete including cutting and making good the wall
WVC with CP brass bend
Each
800
191000
1528000
7
P amp F Automatic Flushing Cistern of First quality ( IS 774 Mark) of approved make fitting syphon with copper tube CI brackets complete including cutting and making good the wall WVC (as per IS 2556) 10 litres
Each
400
98800
395200
8 P amp F Bottle Trap of approved make
CP Brass 32mm
Each
800
42500
340000
9 P amp F Waste Coupling with fittings of approved quality make
CP Brass 32mm Dia
Each
400
10800
43200
25
10
PampF Marble Urinal Partition slab both sides polished of approved design cut from marble size 900x600mm
Makrana II quality marble having light spots
Each
400
83900
335600
11
P amp F Looking Mirrors with PVC frame of approved make as per direction of Engineer-in-charge
Size 500x400mm
Sqm
400
26600
106400
12 P amp F Waste Pipe with all fittings
PVC with CP nut 32mm
Each
400
13200
52800
13 P amp F Toilet Shelf of approved qualitymake
Acrylic shelf on CP brass casted brackets amp guard rail of Commander equivalent make size 550 X 125 mm
Each
800
75500
604000
14 P amp F Towel Rail or Ring of approved qualitymake
CP brass Towel rail elbow type with concealed scrwes size 450mm (Heavy duty)
Each
400
34000
136000
15 P amp F Grating of approved qualitymake
Stainless steel sheet size 125mm dia Heavy Quality of approved make
Each
800
7000
56000
16 P amp F Liquid Soap Container with brackets complete of approved make
CP brass
Each
400
16000
64000
17 P amp F Toilet Paper Holder with rod of approved qualitymake
CP brass
Each
400
15000
60000
18 P amp F Soap dish or Tray of approved qualitymake
CP brass heavy amp Superior quality
Each
400
10500
42000
19 P amp F jet spray for water closet with CP Copper Tube flange of approved make
Each
400
26600
106400
20
P amp F GI pipes (internal work) with GI fittings (IS 1239 Mark) amp MS clamps including cutting and making good the walls and floors
Concealed pipe in wall including with anticorrosive bitumen paint
15 mm dia nominal bore B Class
Rmt
8000
17600
1408000
21
P amp F GI pipes (External work) with GI fittings (IS 1239 mark) including trenching amp refilling earth etc
15mm dia nominal bore B Class
Rmt
6000
13700
822000
25mm (-do-) B Class
Rmt
6000
21700
1302000
32mm (-do-) B Class
Rmt
6000
27000
1620000
22 Making connection of GI distribution branch with GI main including all fittings
26
Upto 25mm dia
Each
200
23000
46000
Beyond 25 mm amp upto 100 mm dia
Each
200
33800
67600
23
Fixing water meter (IS 779 mark) and stop cock in GI pipe line including making chamber of approved size excluding cost of water meter amp stop cock
Each
200
26700
53400
24 P amp F water meter (IS 779 mark) of approved make
15mm dia
Each
200
86300
172600
25 P amp F Pillar cocks (IS 8934 mark) of superior quality and approved make
CP Pillar cock 15 mm dia
Each
800
70800
566400
26
P amp F inlet connection (angle valves) superior quality of approved make CP inlet connection with 37mm long pipe amp nuts
Each
800
82800
662400
27
PampF bib cocks (IS 8931 mark) superior quality of approved make CP brass bib cock 15mm dia
Each
800
53600
428800
28
PampF Mixing range (15mm) CP one holeclose hole basin mixer with casted spout
Each
400
198600
794400
29
PampF stop cock (IS 8931 mark) superior quality of approved make CP brass concealed stop cock 15mm dia
Each
800
65700
525600
30 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 15mm
Each
400
27700
110800
31 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 25mm
Each
400
48100
192400
32
PampF rigid PVC Pipe (IS4985 mark) class II (4 Kg Cm
2) approved quality make including
joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia
PRM
3000
18800
564000
(b) 75 mm dia
PRM
4000
11900
476000
33
PampF rigid PVC pipe fittings (IS 4985 mark) of approved quality make including joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia bend
Each
800
11200
89600
(b) Plain tee 110mm dia
Each
800
13100
104800
(c) socket 110mm dia 8750
Each
800
7500
60000
(d) socket 75mm dia
Each
800
6100
48800
(e) Bend 75mm dia 8750
Each
1000
6800
68000
(f) Cowel 110mm dia
Each
1000
3900
39000
(g) Cowel 75mm dia
Each
1000
3000
30000
27
(h) 110mm dia door tee
Each
800
14500
116000
(j) 75mm dia with door tee
Each
800
12400
99200
34
PampF square mouth gully trap A grade (IS marked) of approved make complete with CI grating frame amp Cover masonry chamber in CM 16 100mm thick CC M-15 grade coping 12mm thick as per approved design amp type Trap size 150 X 100mm 72 kg CI cover with frame internal chamber size 300mm X 300mm
Each
400
99600
398400
35
Construction of Septic Tank in all types of soil with 40 cm thick masonry in CM 1 6 15 Cm thick CC bed of 1 5 10 M-15 grade CC flooring amp over stone slab covering 80mm thick slab jointing of slab in CM 1 3 Ralthal Kharanja 50 mm thick stone partition walls 20mm thick plaster in CM 1 6 finished with neat floating cement 4 Nos CI foot rests of approved design two No 450mm dia 25 Kg each CI cover with frame earth work etc complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr-
Size 400 X 140 X 150 cm (for 50 users)
Each
200
4506700
9013400
36
Construction of Soakage well in all types of soil 300 mm thick dry stone masonry top and bottom 300 mm course in CM 16 80mm thick stone slab jointing of slab in CM 1 3 Ralthal Kharanja 40 mm thick M-15 grade CC flooring earthwork including disposal of earth within a lead of 50 mtr
Size 300 Cm dia outside amp 300 cm depth
Each
200
1899700
3799400
37
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth upto 05 M
Each
600
432000
2592000
28
38
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth 05 to 10 M
Each
200
475000
950000
39
Providing Laying amp jointing glazed SW pipes grade `A` (IS651 marked) of approved make with spun yarn amp stiff mixture of cement mortar 11 excavation amp refilling of earth in all types of soil upto 12m depth SW fittings including testing of joints etc complete150mm dia
RM
15000
36900
5535000
40
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) all around SW pipe including 15 Cm thick bed concrete (Width W= Diameter of pipe in Cm+30 Cm)( Excluding cost of pipe)150mm dia
RM
15000
48500
7275000
41
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) upto haunches of SW pipes including 150 mm thick bed concrete (Width W= Dia of pipe in Cm+ 30Cm) concrete width to be reduced from width W at center of pipe to `0` at top of pipe (Excluding cost of pipe)
RM
25000
30600
7650000
Total
53818600
29
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Part -C Electrical Work based on
Electrical BSR 2013
1
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles18 SWG MS box with earth terminal 6 A switch 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
Medium point (up to 6 mtr)
P point 50
29300
1465000
Long point (up to 10 mtr)
P point 50
41500
2075000
2
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories 18 SWG 175 mm x 100 mm x 60 mm MS box with earth terminal 6 A switch 6 A socket 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
-
On board
P point 20
9100
182000
3
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles Moulded PVC Modular Box with 6 A Modular switchModular plate with grid plate screws making connections testing etc as required
-
Medium point (up to 6 mtr)
P point 50
33200
1660000
30
Long point (up to 10 mtr)
P point 50
45200
2260000
4
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories moulded PVC Modular box with earth terminal 6 A modular switch 6 A modular socket Modular plate with grid plate screws making connections testing etc as required
-
On board
P point 20
24400
488000
5
Supplying and drawing FR PVC insulated amp unsheathed flexible copper conductor ISI marked (IS694) of 11 kV grade and approved make in existing surface or recessed conduitcasing capping including making connections etc as required
-
1 x 15 sqmm
Mtr 100
1400
140000
2 x 15 sqmm
Mtr 200
2600
520000
2 x 25 sqmm
Mtr 100
4100
410000
4 x 25 sqmm
Mtr 100
8000
800000
6
PampF 240415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B C D tripping characteristic) ISI marked IS 8828(1996)] conforming to IEC 60898 in existing boardsheets including making connections testing etc as required
-
Single pole MCB
-
6 A to 32 A rating
Each 20
15100
302000
Double pole MCB
-
6 A to 32 A rating
Each 20
40100
802000
7
PampF 240415 V isolator conforming to IS13947-III IEC 60947-3 on existing board sheet including making connections testing etc as required
-
Double pole isolator
-
30 A 40 A rating
Each 20
29800
596000
63 A rating
Each 20
36700
734000
31
Four pole Isolator
-
63 A rating
Each 20
63100
1262000
8
PLaying PVC XLPE insulated amp PVC sheathed cable of 11 KV grade with aluminium conductor of IS1554 P-I IS 7098 P - I of Group 1 of approved make in ground as per IS1255 including excavation of 30cmx75cm size trench 25 cm thick under layer of sandIInd class bricks covering refilling earthcompaction of earth making necessary connection testing etc as required of size
-
100 Sqmm
-
3 core
Mtr 100
15100
1510000
4 core
Mtr 100
17000
1700000
160 Sqmm
-
3 core
Mtr 100
15900
1590000
4 core
Mtr 100
17800
1780000
350 Sqmm
-
35 core
Mtr 100
25200
2520000
9
Plate Earthing as per IS3043 with GI Earth plate of size 600mm x 600mm x 60mm by embodying 3 to 4 mtr below the ground level with 25 mm dia GI B class watering Pipe including all accessories like nut bolts reducer nipple wire meshed funnel and CC finished chamber covered with hinged type with locking arrangement CI Cover CI Frame of size300mm x 300mm complete with alternate layers of salt and cokecharcoal testing of earth resistance as required
Set 2
425000
850000
TOTAL
23646000
32
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Figure Words
Part -D NON BSR Items
1
Shortblasted paver blocks i shape wave shape rectangular shape square shape 60mm thick for colour paver inclusive of material costtax tranportation and unloading(rate-rs 1350m2) considering cement mortar(14)
SQM 80000 --------- -----------
----------
2
Providing and Fixing Cobbles on path way open court yards over 40mm thick base grinded Cement mortar 13 including keeping 10mm joint between cobbles filled with masaldar grinded Cement mortar11 complete in all respects The mortar should remain recessed by 5mm from the top surface of the cobble stone of approved shade Color It includes the cost of stone patties of size 150 x 225 mm at every 3 mtr internal in cobble pathway
(a) 150 mm thick
Sqm 150000 --------- -----------
----------
3
Providing and Fixing fine dressed kerb stone (Dand stone) along with path way gardeningtapperround with top edges in Cement mortar 13 including pointing with lime cream and stone dust with an admixture of pigment complete in all respect as per direction of Engineer incharge
(a) Size 100 x300mm fine dressed
Rmtr 40000 --------- -----------
----------
Total
-
21
6
Providing and laying damp-proof course with cement concrete grade M-150 (1 2 4) mortar prepared with 1 solution of water-proof compound complete as per specification 75mm thick
SQM
25000
47250
11812500
7
providing and laying in position specified grade of cememt concrete for all RCC structural elements upto plinth level including curing compaction finishing with rendering in cement sand mortar 13 (1cement3 coarse sand) and making good the joints and cost of the plasticizers(if required) excluding the cost of centeringshuttering and reinforcement M20 grade Nominal mixdesign Mix
CUM
27500
411200
113080000
8
Centering and Shuttering with plywood or steel sheets including strutting propping bracing both ways and removal of formwork for foundation footings strap beam raft bases of columns etc
SQM
250000
13700
34250000
9
Providing and fabricating reinforcement for RCC work including straightening cutting bending placing in position and binding (including cost of binding wire) all complete up to floor five level (Cold twisted deformed bars (IS 1786))
Kg
3000000
7400
222000000
10
Brick work with FPS bricks of class designation 75 in foundation and plinth with bricks -cement mortar 14 (1cement 4 coarse sand) CUM
65000
383100
249015000
11
Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in
-
Cement Mortar 13 ( 1-Cement 3-Sand)
CUM
11000
305500
33605000
Cement Mortar 14 ( 1-Cement 4-Sand)
CUM
58000
275600
159848000
12
Providing and fixing wood panelling or panelling and glazing in panelled or panelled and glazed shutters for doors windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured) Panelling for panelled and glazed shutter 25 mm to 40 mm thick
-
Nigeria wood Grade I
SQM
1500
194300
2914500
13
Extra for providing IS 1341-1992 marked Stainless Steel butt hinges instead of black enamelled MS butt hinges with necessary screws (Shutter area to be measured)
SQM
1500
11000
165000
22
14
Providing and fixing 18 mm thick 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I IS 3087 marked including top cover of 6 mm commercial ply wood conforming to IS 303 BWR grade nickel plate MS 20 mm dia curtain rod with nickel plated bracked including fixing with 25x3 mm MS flat 10 cm long all complete
Mtr
3500
29600
1036000
15
Supplying and fixing rolling shutters of approved make made of 80 x 125mm MS laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets side guides and arrangements for inside and outside locking with push and pull operation complete including cost of spring hooks providing and fixing necessary 253cm long wire springs grade No 2 and MS top cover 125mm thick for rolling shutters as per design amp IS 6248- 1979 (Clear openable area to be measured for payment)
SQM
60000
179600
107760000
16
Precast terrazo tiles of approved make 20mm thick with marble chips of size upto 6mm laid in floors and landing jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20mm thick bed of cement sand mortar 1 4 Light shade using white cement
SQM
95000
47000
44650000
17
Plaster on new surface on walls in cement sand mortar 14 including racking of joints etc complete fine finish -12mm thk
SQM
850000
11800
100300000
18
Providing and applying two coats of fire retardant paint unthinned on cleaned woodply surface 35 sum per litre per coat including preparation of base surface as per recommendations of manufacturer to make the surface fire retardant
SQM
850000
31100
264350000
23
19
Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying a) after surface preparation first layer of slurry of cement 0488 kgsqm mixed with water proffing cement compound 0253 kgsqm b) laying second layer of Fiber glass cloth when the first layer is still green Overlaps of joints of fiber cloth should not be less than 10 cm c) Third layer of 15 mm thickness consisting of slurry of cement 1289 kgsqm mixed with water proffing cement compound 0670 kgsqm and coarse sand 1289 kgsqm This will be allowed to air cure for 4 hours followed by water curing for 48 hours The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around d) fourth and final layer of brick tiling lsquowith cement mortar or any other approved protective coarse (which will be paid for separately) For the purpose of measurement the entire treated surface will be measured )
SQM
95000
33800
32110000
20
Laying of lawns including ploughing levelling breaking of clods manuring amp removal of stones etc(Cost of manure or extra good earth to be paid seperately) Maintenance of lawns for 30 daysor more till the grass forms a thick lawns free from weeds amp fit for moving in the duration of planting if lawn die some where the contractor will replant it at his own cost
100 SQM
774
550000
4255900
Total
1453150650
24
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT
Part -B Sanitary Work Based on PWD BSR
2014
1
P amp F Indian type white glazed vitreous china 1st quality WC orissa pan (IS 2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor
-
Size 530x410mm
Each
400
194500
778000
2
P amp F lst quality WVC Urinal (IS2556 mark) with 25mm dia GI waste pipe dome waste couplings concealed iron brackets or screws etc complete
-
Flat Back (small) size 456x355x265mm
Each
400
133200
532800
3
P amp F WVC wash basin (1st
quality IS 2556 Mark) of approved make with CI brackets duly painted 1 No 15 mm CP Pillar cock (IS 8934 Mark) amp 32 mm CP brass waste coupling of approved make 25 mm GI waste pipe complete including cutting amp making good the wall
-
Size 550 mm x 400 mm
Each
400
196800
787200
4 P amp F water closet Seat Covers with brass hinges complete
Solid PVC (ISI Marked) grade-I White for EWC
Each
400
35300
141200
5 P amp F CP lugs for toilet seat cover
Pair
400
7200
28800
6
P amp F Low level flushing cistern of 10 litres capacity (IS 2556 mark) of approved make with complete fittings CI brackets duly painted brass ball cock with ball (IS 1703 mark) complete including cutting and making good the wall
WVC with CP brass bend
Each
800
191000
1528000
7
P amp F Automatic Flushing Cistern of First quality ( IS 774 Mark) of approved make fitting syphon with copper tube CI brackets complete including cutting and making good the wall WVC (as per IS 2556) 10 litres
Each
400
98800
395200
8 P amp F Bottle Trap of approved make
CP Brass 32mm
Each
800
42500
340000
9 P amp F Waste Coupling with fittings of approved quality make
CP Brass 32mm Dia
Each
400
10800
43200
25
10
PampF Marble Urinal Partition slab both sides polished of approved design cut from marble size 900x600mm
Makrana II quality marble having light spots
Each
400
83900
335600
11
P amp F Looking Mirrors with PVC frame of approved make as per direction of Engineer-in-charge
Size 500x400mm
Sqm
400
26600
106400
12 P amp F Waste Pipe with all fittings
PVC with CP nut 32mm
Each
400
13200
52800
13 P amp F Toilet Shelf of approved qualitymake
Acrylic shelf on CP brass casted brackets amp guard rail of Commander equivalent make size 550 X 125 mm
Each
800
75500
604000
14 P amp F Towel Rail or Ring of approved qualitymake
CP brass Towel rail elbow type with concealed scrwes size 450mm (Heavy duty)
Each
400
34000
136000
15 P amp F Grating of approved qualitymake
Stainless steel sheet size 125mm dia Heavy Quality of approved make
Each
800
7000
56000
16 P amp F Liquid Soap Container with brackets complete of approved make
CP brass
Each
400
16000
64000
17 P amp F Toilet Paper Holder with rod of approved qualitymake
CP brass
Each
400
15000
60000
18 P amp F Soap dish or Tray of approved qualitymake
CP brass heavy amp Superior quality
Each
400
10500
42000
19 P amp F jet spray for water closet with CP Copper Tube flange of approved make
Each
400
26600
106400
20
P amp F GI pipes (internal work) with GI fittings (IS 1239 Mark) amp MS clamps including cutting and making good the walls and floors
Concealed pipe in wall including with anticorrosive bitumen paint
15 mm dia nominal bore B Class
Rmt
8000
17600
1408000
21
P amp F GI pipes (External work) with GI fittings (IS 1239 mark) including trenching amp refilling earth etc
15mm dia nominal bore B Class
Rmt
6000
13700
822000
25mm (-do-) B Class
Rmt
6000
21700
1302000
32mm (-do-) B Class
Rmt
6000
27000
1620000
22 Making connection of GI distribution branch with GI main including all fittings
26
Upto 25mm dia
Each
200
23000
46000
Beyond 25 mm amp upto 100 mm dia
Each
200
33800
67600
23
Fixing water meter (IS 779 mark) and stop cock in GI pipe line including making chamber of approved size excluding cost of water meter amp stop cock
Each
200
26700
53400
24 P amp F water meter (IS 779 mark) of approved make
15mm dia
Each
200
86300
172600
25 P amp F Pillar cocks (IS 8934 mark) of superior quality and approved make
CP Pillar cock 15 mm dia
Each
800
70800
566400
26
P amp F inlet connection (angle valves) superior quality of approved make CP inlet connection with 37mm long pipe amp nuts
Each
800
82800
662400
27
PampF bib cocks (IS 8931 mark) superior quality of approved make CP brass bib cock 15mm dia
Each
800
53600
428800
28
PampF Mixing range (15mm) CP one holeclose hole basin mixer with casted spout
Each
400
198600
794400
29
PampF stop cock (IS 8931 mark) superior quality of approved make CP brass concealed stop cock 15mm dia
Each
800
65700
525600
30 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 15mm
Each
400
27700
110800
31 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 25mm
Each
400
48100
192400
32
PampF rigid PVC Pipe (IS4985 mark) class II (4 Kg Cm
2) approved quality make including
joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia
PRM
3000
18800
564000
(b) 75 mm dia
PRM
4000
11900
476000
33
PampF rigid PVC pipe fittings (IS 4985 mark) of approved quality make including joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia bend
Each
800
11200
89600
(b) Plain tee 110mm dia
Each
800
13100
104800
(c) socket 110mm dia 8750
Each
800
7500
60000
(d) socket 75mm dia
Each
800
6100
48800
(e) Bend 75mm dia 8750
Each
1000
6800
68000
(f) Cowel 110mm dia
Each
1000
3900
39000
(g) Cowel 75mm dia
Each
1000
3000
30000
27
(h) 110mm dia door tee
Each
800
14500
116000
(j) 75mm dia with door tee
Each
800
12400
99200
34
PampF square mouth gully trap A grade (IS marked) of approved make complete with CI grating frame amp Cover masonry chamber in CM 16 100mm thick CC M-15 grade coping 12mm thick as per approved design amp type Trap size 150 X 100mm 72 kg CI cover with frame internal chamber size 300mm X 300mm
Each
400
99600
398400
35
Construction of Septic Tank in all types of soil with 40 cm thick masonry in CM 1 6 15 Cm thick CC bed of 1 5 10 M-15 grade CC flooring amp over stone slab covering 80mm thick slab jointing of slab in CM 1 3 Ralthal Kharanja 50 mm thick stone partition walls 20mm thick plaster in CM 1 6 finished with neat floating cement 4 Nos CI foot rests of approved design two No 450mm dia 25 Kg each CI cover with frame earth work etc complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr-
Size 400 X 140 X 150 cm (for 50 users)
Each
200
4506700
9013400
36
Construction of Soakage well in all types of soil 300 mm thick dry stone masonry top and bottom 300 mm course in CM 16 80mm thick stone slab jointing of slab in CM 1 3 Ralthal Kharanja 40 mm thick M-15 grade CC flooring earthwork including disposal of earth within a lead of 50 mtr
Size 300 Cm dia outside amp 300 cm depth
Each
200
1899700
3799400
37
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth upto 05 M
Each
600
432000
2592000
28
38
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth 05 to 10 M
Each
200
475000
950000
39
Providing Laying amp jointing glazed SW pipes grade `A` (IS651 marked) of approved make with spun yarn amp stiff mixture of cement mortar 11 excavation amp refilling of earth in all types of soil upto 12m depth SW fittings including testing of joints etc complete150mm dia
RM
15000
36900
5535000
40
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) all around SW pipe including 15 Cm thick bed concrete (Width W= Diameter of pipe in Cm+30 Cm)( Excluding cost of pipe)150mm dia
RM
15000
48500
7275000
41
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) upto haunches of SW pipes including 150 mm thick bed concrete (Width W= Dia of pipe in Cm+ 30Cm) concrete width to be reduced from width W at center of pipe to `0` at top of pipe (Excluding cost of pipe)
RM
25000
30600
7650000
Total
53818600
29
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Part -C Electrical Work based on
Electrical BSR 2013
1
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles18 SWG MS box with earth terminal 6 A switch 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
Medium point (up to 6 mtr)
P point 50
29300
1465000
Long point (up to 10 mtr)
P point 50
41500
2075000
2
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories 18 SWG 175 mm x 100 mm x 60 mm MS box with earth terminal 6 A switch 6 A socket 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
-
On board
P point 20
9100
182000
3
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles Moulded PVC Modular Box with 6 A Modular switchModular plate with grid plate screws making connections testing etc as required
-
Medium point (up to 6 mtr)
P point 50
33200
1660000
30
Long point (up to 10 mtr)
P point 50
45200
2260000
4
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories moulded PVC Modular box with earth terminal 6 A modular switch 6 A modular socket Modular plate with grid plate screws making connections testing etc as required
-
On board
P point 20
24400
488000
5
Supplying and drawing FR PVC insulated amp unsheathed flexible copper conductor ISI marked (IS694) of 11 kV grade and approved make in existing surface or recessed conduitcasing capping including making connections etc as required
-
1 x 15 sqmm
Mtr 100
1400
140000
2 x 15 sqmm
Mtr 200
2600
520000
2 x 25 sqmm
Mtr 100
4100
410000
4 x 25 sqmm
Mtr 100
8000
800000
6
PampF 240415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B C D tripping characteristic) ISI marked IS 8828(1996)] conforming to IEC 60898 in existing boardsheets including making connections testing etc as required
-
Single pole MCB
-
6 A to 32 A rating
Each 20
15100
302000
Double pole MCB
-
6 A to 32 A rating
Each 20
40100
802000
7
PampF 240415 V isolator conforming to IS13947-III IEC 60947-3 on existing board sheet including making connections testing etc as required
-
Double pole isolator
-
30 A 40 A rating
Each 20
29800
596000
63 A rating
Each 20
36700
734000
31
Four pole Isolator
-
63 A rating
Each 20
63100
1262000
8
PLaying PVC XLPE insulated amp PVC sheathed cable of 11 KV grade with aluminium conductor of IS1554 P-I IS 7098 P - I of Group 1 of approved make in ground as per IS1255 including excavation of 30cmx75cm size trench 25 cm thick under layer of sandIInd class bricks covering refilling earthcompaction of earth making necessary connection testing etc as required of size
-
100 Sqmm
-
3 core
Mtr 100
15100
1510000
4 core
Mtr 100
17000
1700000
160 Sqmm
-
3 core
Mtr 100
15900
1590000
4 core
Mtr 100
17800
1780000
350 Sqmm
-
35 core
Mtr 100
25200
2520000
9
Plate Earthing as per IS3043 with GI Earth plate of size 600mm x 600mm x 60mm by embodying 3 to 4 mtr below the ground level with 25 mm dia GI B class watering Pipe including all accessories like nut bolts reducer nipple wire meshed funnel and CC finished chamber covered with hinged type with locking arrangement CI Cover CI Frame of size300mm x 300mm complete with alternate layers of salt and cokecharcoal testing of earth resistance as required
Set 2
425000
850000
TOTAL
23646000
32
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Figure Words
Part -D NON BSR Items
1
Shortblasted paver blocks i shape wave shape rectangular shape square shape 60mm thick for colour paver inclusive of material costtax tranportation and unloading(rate-rs 1350m2) considering cement mortar(14)
SQM 80000 --------- -----------
----------
2
Providing and Fixing Cobbles on path way open court yards over 40mm thick base grinded Cement mortar 13 including keeping 10mm joint between cobbles filled with masaldar grinded Cement mortar11 complete in all respects The mortar should remain recessed by 5mm from the top surface of the cobble stone of approved shade Color It includes the cost of stone patties of size 150 x 225 mm at every 3 mtr internal in cobble pathway
(a) 150 mm thick
Sqm 150000 --------- -----------
----------
3
Providing and Fixing fine dressed kerb stone (Dand stone) along with path way gardeningtapperround with top edges in Cement mortar 13 including pointing with lime cream and stone dust with an admixture of pigment complete in all respect as per direction of Engineer incharge
(a) Size 100 x300mm fine dressed
Rmtr 40000 --------- -----------
----------
Total
-
22
14
Providing and fixing 18 mm thick 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I IS 3087 marked including top cover of 6 mm commercial ply wood conforming to IS 303 BWR grade nickel plate MS 20 mm dia curtain rod with nickel plated bracked including fixing with 25x3 mm MS flat 10 cm long all complete
Mtr
3500
29600
1036000
15
Supplying and fixing rolling shutters of approved make made of 80 x 125mm MS laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets side guides and arrangements for inside and outside locking with push and pull operation complete including cost of spring hooks providing and fixing necessary 253cm long wire springs grade No 2 and MS top cover 125mm thick for rolling shutters as per design amp IS 6248- 1979 (Clear openable area to be measured for payment)
SQM
60000
179600
107760000
16
Precast terrazo tiles of approved make 20mm thick with marble chips of size upto 6mm laid in floors and landing jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20mm thick bed of cement sand mortar 1 4 Light shade using white cement
SQM
95000
47000
44650000
17
Plaster on new surface on walls in cement sand mortar 14 including racking of joints etc complete fine finish -12mm thk
SQM
850000
11800
100300000
18
Providing and applying two coats of fire retardant paint unthinned on cleaned woodply surface 35 sum per litre per coat including preparation of base surface as per recommendations of manufacturer to make the surface fire retardant
SQM
850000
31100
264350000
23
19
Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying a) after surface preparation first layer of slurry of cement 0488 kgsqm mixed with water proffing cement compound 0253 kgsqm b) laying second layer of Fiber glass cloth when the first layer is still green Overlaps of joints of fiber cloth should not be less than 10 cm c) Third layer of 15 mm thickness consisting of slurry of cement 1289 kgsqm mixed with water proffing cement compound 0670 kgsqm and coarse sand 1289 kgsqm This will be allowed to air cure for 4 hours followed by water curing for 48 hours The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around d) fourth and final layer of brick tiling lsquowith cement mortar or any other approved protective coarse (which will be paid for separately) For the purpose of measurement the entire treated surface will be measured )
SQM
95000
33800
32110000
20
Laying of lawns including ploughing levelling breaking of clods manuring amp removal of stones etc(Cost of manure or extra good earth to be paid seperately) Maintenance of lawns for 30 daysor more till the grass forms a thick lawns free from weeds amp fit for moving in the duration of planting if lawn die some where the contractor will replant it at his own cost
100 SQM
774
550000
4255900
Total
1453150650
24
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT
Part -B Sanitary Work Based on PWD BSR
2014
1
P amp F Indian type white glazed vitreous china 1st quality WC orissa pan (IS 2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor
-
Size 530x410mm
Each
400
194500
778000
2
P amp F lst quality WVC Urinal (IS2556 mark) with 25mm dia GI waste pipe dome waste couplings concealed iron brackets or screws etc complete
-
Flat Back (small) size 456x355x265mm
Each
400
133200
532800
3
P amp F WVC wash basin (1st
quality IS 2556 Mark) of approved make with CI brackets duly painted 1 No 15 mm CP Pillar cock (IS 8934 Mark) amp 32 mm CP brass waste coupling of approved make 25 mm GI waste pipe complete including cutting amp making good the wall
-
Size 550 mm x 400 mm
Each
400
196800
787200
4 P amp F water closet Seat Covers with brass hinges complete
Solid PVC (ISI Marked) grade-I White for EWC
Each
400
35300
141200
5 P amp F CP lugs for toilet seat cover
Pair
400
7200
28800
6
P amp F Low level flushing cistern of 10 litres capacity (IS 2556 mark) of approved make with complete fittings CI brackets duly painted brass ball cock with ball (IS 1703 mark) complete including cutting and making good the wall
WVC with CP brass bend
Each
800
191000
1528000
7
P amp F Automatic Flushing Cistern of First quality ( IS 774 Mark) of approved make fitting syphon with copper tube CI brackets complete including cutting and making good the wall WVC (as per IS 2556) 10 litres
Each
400
98800
395200
8 P amp F Bottle Trap of approved make
CP Brass 32mm
Each
800
42500
340000
9 P amp F Waste Coupling with fittings of approved quality make
CP Brass 32mm Dia
Each
400
10800
43200
25
10
PampF Marble Urinal Partition slab both sides polished of approved design cut from marble size 900x600mm
Makrana II quality marble having light spots
Each
400
83900
335600
11
P amp F Looking Mirrors with PVC frame of approved make as per direction of Engineer-in-charge
Size 500x400mm
Sqm
400
26600
106400
12 P amp F Waste Pipe with all fittings
PVC with CP nut 32mm
Each
400
13200
52800
13 P amp F Toilet Shelf of approved qualitymake
Acrylic shelf on CP brass casted brackets amp guard rail of Commander equivalent make size 550 X 125 mm
Each
800
75500
604000
14 P amp F Towel Rail or Ring of approved qualitymake
CP brass Towel rail elbow type with concealed scrwes size 450mm (Heavy duty)
Each
400
34000
136000
15 P amp F Grating of approved qualitymake
Stainless steel sheet size 125mm dia Heavy Quality of approved make
Each
800
7000
56000
16 P amp F Liquid Soap Container with brackets complete of approved make
CP brass
Each
400
16000
64000
17 P amp F Toilet Paper Holder with rod of approved qualitymake
CP brass
Each
400
15000
60000
18 P amp F Soap dish or Tray of approved qualitymake
CP brass heavy amp Superior quality
Each
400
10500
42000
19 P amp F jet spray for water closet with CP Copper Tube flange of approved make
Each
400
26600
106400
20
P amp F GI pipes (internal work) with GI fittings (IS 1239 Mark) amp MS clamps including cutting and making good the walls and floors
Concealed pipe in wall including with anticorrosive bitumen paint
15 mm dia nominal bore B Class
Rmt
8000
17600
1408000
21
P amp F GI pipes (External work) with GI fittings (IS 1239 mark) including trenching amp refilling earth etc
15mm dia nominal bore B Class
Rmt
6000
13700
822000
25mm (-do-) B Class
Rmt
6000
21700
1302000
32mm (-do-) B Class
Rmt
6000
27000
1620000
22 Making connection of GI distribution branch with GI main including all fittings
26
Upto 25mm dia
Each
200
23000
46000
Beyond 25 mm amp upto 100 mm dia
Each
200
33800
67600
23
Fixing water meter (IS 779 mark) and stop cock in GI pipe line including making chamber of approved size excluding cost of water meter amp stop cock
Each
200
26700
53400
24 P amp F water meter (IS 779 mark) of approved make
15mm dia
Each
200
86300
172600
25 P amp F Pillar cocks (IS 8934 mark) of superior quality and approved make
CP Pillar cock 15 mm dia
Each
800
70800
566400
26
P amp F inlet connection (angle valves) superior quality of approved make CP inlet connection with 37mm long pipe amp nuts
Each
800
82800
662400
27
PampF bib cocks (IS 8931 mark) superior quality of approved make CP brass bib cock 15mm dia
Each
800
53600
428800
28
PampF Mixing range (15mm) CP one holeclose hole basin mixer with casted spout
Each
400
198600
794400
29
PampF stop cock (IS 8931 mark) superior quality of approved make CP brass concealed stop cock 15mm dia
Each
800
65700
525600
30 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 15mm
Each
400
27700
110800
31 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 25mm
Each
400
48100
192400
32
PampF rigid PVC Pipe (IS4985 mark) class II (4 Kg Cm
2) approved quality make including
joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia
PRM
3000
18800
564000
(b) 75 mm dia
PRM
4000
11900
476000
33
PampF rigid PVC pipe fittings (IS 4985 mark) of approved quality make including joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia bend
Each
800
11200
89600
(b) Plain tee 110mm dia
Each
800
13100
104800
(c) socket 110mm dia 8750
Each
800
7500
60000
(d) socket 75mm dia
Each
800
6100
48800
(e) Bend 75mm dia 8750
Each
1000
6800
68000
(f) Cowel 110mm dia
Each
1000
3900
39000
(g) Cowel 75mm dia
Each
1000
3000
30000
27
(h) 110mm dia door tee
Each
800
14500
116000
(j) 75mm dia with door tee
Each
800
12400
99200
34
PampF square mouth gully trap A grade (IS marked) of approved make complete with CI grating frame amp Cover masonry chamber in CM 16 100mm thick CC M-15 grade coping 12mm thick as per approved design amp type Trap size 150 X 100mm 72 kg CI cover with frame internal chamber size 300mm X 300mm
Each
400
99600
398400
35
Construction of Septic Tank in all types of soil with 40 cm thick masonry in CM 1 6 15 Cm thick CC bed of 1 5 10 M-15 grade CC flooring amp over stone slab covering 80mm thick slab jointing of slab in CM 1 3 Ralthal Kharanja 50 mm thick stone partition walls 20mm thick plaster in CM 1 6 finished with neat floating cement 4 Nos CI foot rests of approved design two No 450mm dia 25 Kg each CI cover with frame earth work etc complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr-
Size 400 X 140 X 150 cm (for 50 users)
Each
200
4506700
9013400
36
Construction of Soakage well in all types of soil 300 mm thick dry stone masonry top and bottom 300 mm course in CM 16 80mm thick stone slab jointing of slab in CM 1 3 Ralthal Kharanja 40 mm thick M-15 grade CC flooring earthwork including disposal of earth within a lead of 50 mtr
Size 300 Cm dia outside amp 300 cm depth
Each
200
1899700
3799400
37
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth upto 05 M
Each
600
432000
2592000
28
38
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth 05 to 10 M
Each
200
475000
950000
39
Providing Laying amp jointing glazed SW pipes grade `A` (IS651 marked) of approved make with spun yarn amp stiff mixture of cement mortar 11 excavation amp refilling of earth in all types of soil upto 12m depth SW fittings including testing of joints etc complete150mm dia
RM
15000
36900
5535000
40
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) all around SW pipe including 15 Cm thick bed concrete (Width W= Diameter of pipe in Cm+30 Cm)( Excluding cost of pipe)150mm dia
RM
15000
48500
7275000
41
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) upto haunches of SW pipes including 150 mm thick bed concrete (Width W= Dia of pipe in Cm+ 30Cm) concrete width to be reduced from width W at center of pipe to `0` at top of pipe (Excluding cost of pipe)
RM
25000
30600
7650000
Total
53818600
29
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Part -C Electrical Work based on
Electrical BSR 2013
1
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles18 SWG MS box with earth terminal 6 A switch 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
Medium point (up to 6 mtr)
P point 50
29300
1465000
Long point (up to 10 mtr)
P point 50
41500
2075000
2
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories 18 SWG 175 mm x 100 mm x 60 mm MS box with earth terminal 6 A switch 6 A socket 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
-
On board
P point 20
9100
182000
3
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles Moulded PVC Modular Box with 6 A Modular switchModular plate with grid plate screws making connections testing etc as required
-
Medium point (up to 6 mtr)
P point 50
33200
1660000
30
Long point (up to 10 mtr)
P point 50
45200
2260000
4
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories moulded PVC Modular box with earth terminal 6 A modular switch 6 A modular socket Modular plate with grid plate screws making connections testing etc as required
-
On board
P point 20
24400
488000
5
Supplying and drawing FR PVC insulated amp unsheathed flexible copper conductor ISI marked (IS694) of 11 kV grade and approved make in existing surface or recessed conduitcasing capping including making connections etc as required
-
1 x 15 sqmm
Mtr 100
1400
140000
2 x 15 sqmm
Mtr 200
2600
520000
2 x 25 sqmm
Mtr 100
4100
410000
4 x 25 sqmm
Mtr 100
8000
800000
6
PampF 240415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B C D tripping characteristic) ISI marked IS 8828(1996)] conforming to IEC 60898 in existing boardsheets including making connections testing etc as required
-
Single pole MCB
-
6 A to 32 A rating
Each 20
15100
302000
Double pole MCB
-
6 A to 32 A rating
Each 20
40100
802000
7
PampF 240415 V isolator conforming to IS13947-III IEC 60947-3 on existing board sheet including making connections testing etc as required
-
Double pole isolator
-
30 A 40 A rating
Each 20
29800
596000
63 A rating
Each 20
36700
734000
31
Four pole Isolator
-
63 A rating
Each 20
63100
1262000
8
PLaying PVC XLPE insulated amp PVC sheathed cable of 11 KV grade with aluminium conductor of IS1554 P-I IS 7098 P - I of Group 1 of approved make in ground as per IS1255 including excavation of 30cmx75cm size trench 25 cm thick under layer of sandIInd class bricks covering refilling earthcompaction of earth making necessary connection testing etc as required of size
-
100 Sqmm
-
3 core
Mtr 100
15100
1510000
4 core
Mtr 100
17000
1700000
160 Sqmm
-
3 core
Mtr 100
15900
1590000
4 core
Mtr 100
17800
1780000
350 Sqmm
-
35 core
Mtr 100
25200
2520000
9
Plate Earthing as per IS3043 with GI Earth plate of size 600mm x 600mm x 60mm by embodying 3 to 4 mtr below the ground level with 25 mm dia GI B class watering Pipe including all accessories like nut bolts reducer nipple wire meshed funnel and CC finished chamber covered with hinged type with locking arrangement CI Cover CI Frame of size300mm x 300mm complete with alternate layers of salt and cokecharcoal testing of earth resistance as required
Set 2
425000
850000
TOTAL
23646000
32
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Figure Words
Part -D NON BSR Items
1
Shortblasted paver blocks i shape wave shape rectangular shape square shape 60mm thick for colour paver inclusive of material costtax tranportation and unloading(rate-rs 1350m2) considering cement mortar(14)
SQM 80000 --------- -----------
----------
2
Providing and Fixing Cobbles on path way open court yards over 40mm thick base grinded Cement mortar 13 including keeping 10mm joint between cobbles filled with masaldar grinded Cement mortar11 complete in all respects The mortar should remain recessed by 5mm from the top surface of the cobble stone of approved shade Color It includes the cost of stone patties of size 150 x 225 mm at every 3 mtr internal in cobble pathway
(a) 150 mm thick
Sqm 150000 --------- -----------
----------
3
Providing and Fixing fine dressed kerb stone (Dand stone) along with path way gardeningtapperround with top edges in Cement mortar 13 including pointing with lime cream and stone dust with an admixture of pigment complete in all respect as per direction of Engineer incharge
(a) Size 100 x300mm fine dressed
Rmtr 40000 --------- -----------
----------
Total
-
23
19
Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying a) after surface preparation first layer of slurry of cement 0488 kgsqm mixed with water proffing cement compound 0253 kgsqm b) laying second layer of Fiber glass cloth when the first layer is still green Overlaps of joints of fiber cloth should not be less than 10 cm c) Third layer of 15 mm thickness consisting of slurry of cement 1289 kgsqm mixed with water proffing cement compound 0670 kgsqm and coarse sand 1289 kgsqm This will be allowed to air cure for 4 hours followed by water curing for 48 hours The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around d) fourth and final layer of brick tiling lsquowith cement mortar or any other approved protective coarse (which will be paid for separately) For the purpose of measurement the entire treated surface will be measured )
SQM
95000
33800
32110000
20
Laying of lawns including ploughing levelling breaking of clods manuring amp removal of stones etc(Cost of manure or extra good earth to be paid seperately) Maintenance of lawns for 30 daysor more till the grass forms a thick lawns free from weeds amp fit for moving in the duration of planting if lawn die some where the contractor will replant it at his own cost
100 SQM
774
550000
4255900
Total
1453150650
24
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT
Part -B Sanitary Work Based on PWD BSR
2014
1
P amp F Indian type white glazed vitreous china 1st quality WC orissa pan (IS 2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor
-
Size 530x410mm
Each
400
194500
778000
2
P amp F lst quality WVC Urinal (IS2556 mark) with 25mm dia GI waste pipe dome waste couplings concealed iron brackets or screws etc complete
-
Flat Back (small) size 456x355x265mm
Each
400
133200
532800
3
P amp F WVC wash basin (1st
quality IS 2556 Mark) of approved make with CI brackets duly painted 1 No 15 mm CP Pillar cock (IS 8934 Mark) amp 32 mm CP brass waste coupling of approved make 25 mm GI waste pipe complete including cutting amp making good the wall
-
Size 550 mm x 400 mm
Each
400
196800
787200
4 P amp F water closet Seat Covers with brass hinges complete
Solid PVC (ISI Marked) grade-I White for EWC
Each
400
35300
141200
5 P amp F CP lugs for toilet seat cover
Pair
400
7200
28800
6
P amp F Low level flushing cistern of 10 litres capacity (IS 2556 mark) of approved make with complete fittings CI brackets duly painted brass ball cock with ball (IS 1703 mark) complete including cutting and making good the wall
WVC with CP brass bend
Each
800
191000
1528000
7
P amp F Automatic Flushing Cistern of First quality ( IS 774 Mark) of approved make fitting syphon with copper tube CI brackets complete including cutting and making good the wall WVC (as per IS 2556) 10 litres
Each
400
98800
395200
8 P amp F Bottle Trap of approved make
CP Brass 32mm
Each
800
42500
340000
9 P amp F Waste Coupling with fittings of approved quality make
CP Brass 32mm Dia
Each
400
10800
43200
25
10
PampF Marble Urinal Partition slab both sides polished of approved design cut from marble size 900x600mm
Makrana II quality marble having light spots
Each
400
83900
335600
11
P amp F Looking Mirrors with PVC frame of approved make as per direction of Engineer-in-charge
Size 500x400mm
Sqm
400
26600
106400
12 P amp F Waste Pipe with all fittings
PVC with CP nut 32mm
Each
400
13200
52800
13 P amp F Toilet Shelf of approved qualitymake
Acrylic shelf on CP brass casted brackets amp guard rail of Commander equivalent make size 550 X 125 mm
Each
800
75500
604000
14 P amp F Towel Rail or Ring of approved qualitymake
CP brass Towel rail elbow type with concealed scrwes size 450mm (Heavy duty)
Each
400
34000
136000
15 P amp F Grating of approved qualitymake
Stainless steel sheet size 125mm dia Heavy Quality of approved make
Each
800
7000
56000
16 P amp F Liquid Soap Container with brackets complete of approved make
CP brass
Each
400
16000
64000
17 P amp F Toilet Paper Holder with rod of approved qualitymake
CP brass
Each
400
15000
60000
18 P amp F Soap dish or Tray of approved qualitymake
CP brass heavy amp Superior quality
Each
400
10500
42000
19 P amp F jet spray for water closet with CP Copper Tube flange of approved make
Each
400
26600
106400
20
P amp F GI pipes (internal work) with GI fittings (IS 1239 Mark) amp MS clamps including cutting and making good the walls and floors
Concealed pipe in wall including with anticorrosive bitumen paint
15 mm dia nominal bore B Class
Rmt
8000
17600
1408000
21
P amp F GI pipes (External work) with GI fittings (IS 1239 mark) including trenching amp refilling earth etc
15mm dia nominal bore B Class
Rmt
6000
13700
822000
25mm (-do-) B Class
Rmt
6000
21700
1302000
32mm (-do-) B Class
Rmt
6000
27000
1620000
22 Making connection of GI distribution branch with GI main including all fittings
26
Upto 25mm dia
Each
200
23000
46000
Beyond 25 mm amp upto 100 mm dia
Each
200
33800
67600
23
Fixing water meter (IS 779 mark) and stop cock in GI pipe line including making chamber of approved size excluding cost of water meter amp stop cock
Each
200
26700
53400
24 P amp F water meter (IS 779 mark) of approved make
15mm dia
Each
200
86300
172600
25 P amp F Pillar cocks (IS 8934 mark) of superior quality and approved make
CP Pillar cock 15 mm dia
Each
800
70800
566400
26
P amp F inlet connection (angle valves) superior quality of approved make CP inlet connection with 37mm long pipe amp nuts
Each
800
82800
662400
27
PampF bib cocks (IS 8931 mark) superior quality of approved make CP brass bib cock 15mm dia
Each
800
53600
428800
28
PampF Mixing range (15mm) CP one holeclose hole basin mixer with casted spout
Each
400
198600
794400
29
PampF stop cock (IS 8931 mark) superior quality of approved make CP brass concealed stop cock 15mm dia
Each
800
65700
525600
30 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 15mm
Each
400
27700
110800
31 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 25mm
Each
400
48100
192400
32
PampF rigid PVC Pipe (IS4985 mark) class II (4 Kg Cm
2) approved quality make including
joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia
PRM
3000
18800
564000
(b) 75 mm dia
PRM
4000
11900
476000
33
PampF rigid PVC pipe fittings (IS 4985 mark) of approved quality make including joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia bend
Each
800
11200
89600
(b) Plain tee 110mm dia
Each
800
13100
104800
(c) socket 110mm dia 8750
Each
800
7500
60000
(d) socket 75mm dia
Each
800
6100
48800
(e) Bend 75mm dia 8750
Each
1000
6800
68000
(f) Cowel 110mm dia
Each
1000
3900
39000
(g) Cowel 75mm dia
Each
1000
3000
30000
27
(h) 110mm dia door tee
Each
800
14500
116000
(j) 75mm dia with door tee
Each
800
12400
99200
34
PampF square mouth gully trap A grade (IS marked) of approved make complete with CI grating frame amp Cover masonry chamber in CM 16 100mm thick CC M-15 grade coping 12mm thick as per approved design amp type Trap size 150 X 100mm 72 kg CI cover with frame internal chamber size 300mm X 300mm
Each
400
99600
398400
35
Construction of Septic Tank in all types of soil with 40 cm thick masonry in CM 1 6 15 Cm thick CC bed of 1 5 10 M-15 grade CC flooring amp over stone slab covering 80mm thick slab jointing of slab in CM 1 3 Ralthal Kharanja 50 mm thick stone partition walls 20mm thick plaster in CM 1 6 finished with neat floating cement 4 Nos CI foot rests of approved design two No 450mm dia 25 Kg each CI cover with frame earth work etc complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr-
Size 400 X 140 X 150 cm (for 50 users)
Each
200
4506700
9013400
36
Construction of Soakage well in all types of soil 300 mm thick dry stone masonry top and bottom 300 mm course in CM 16 80mm thick stone slab jointing of slab in CM 1 3 Ralthal Kharanja 40 mm thick M-15 grade CC flooring earthwork including disposal of earth within a lead of 50 mtr
Size 300 Cm dia outside amp 300 cm depth
Each
200
1899700
3799400
37
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth upto 05 M
Each
600
432000
2592000
28
38
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth 05 to 10 M
Each
200
475000
950000
39
Providing Laying amp jointing glazed SW pipes grade `A` (IS651 marked) of approved make with spun yarn amp stiff mixture of cement mortar 11 excavation amp refilling of earth in all types of soil upto 12m depth SW fittings including testing of joints etc complete150mm dia
RM
15000
36900
5535000
40
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) all around SW pipe including 15 Cm thick bed concrete (Width W= Diameter of pipe in Cm+30 Cm)( Excluding cost of pipe)150mm dia
RM
15000
48500
7275000
41
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) upto haunches of SW pipes including 150 mm thick bed concrete (Width W= Dia of pipe in Cm+ 30Cm) concrete width to be reduced from width W at center of pipe to `0` at top of pipe (Excluding cost of pipe)
RM
25000
30600
7650000
Total
53818600
29
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Part -C Electrical Work based on
Electrical BSR 2013
1
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles18 SWG MS box with earth terminal 6 A switch 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
Medium point (up to 6 mtr)
P point 50
29300
1465000
Long point (up to 10 mtr)
P point 50
41500
2075000
2
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories 18 SWG 175 mm x 100 mm x 60 mm MS box with earth terminal 6 A switch 6 A socket 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
-
On board
P point 20
9100
182000
3
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles Moulded PVC Modular Box with 6 A Modular switchModular plate with grid plate screws making connections testing etc as required
-
Medium point (up to 6 mtr)
P point 50
33200
1660000
30
Long point (up to 10 mtr)
P point 50
45200
2260000
4
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories moulded PVC Modular box with earth terminal 6 A modular switch 6 A modular socket Modular plate with grid plate screws making connections testing etc as required
-
On board
P point 20
24400
488000
5
Supplying and drawing FR PVC insulated amp unsheathed flexible copper conductor ISI marked (IS694) of 11 kV grade and approved make in existing surface or recessed conduitcasing capping including making connections etc as required
-
1 x 15 sqmm
Mtr 100
1400
140000
2 x 15 sqmm
Mtr 200
2600
520000
2 x 25 sqmm
Mtr 100
4100
410000
4 x 25 sqmm
Mtr 100
8000
800000
6
PampF 240415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B C D tripping characteristic) ISI marked IS 8828(1996)] conforming to IEC 60898 in existing boardsheets including making connections testing etc as required
-
Single pole MCB
-
6 A to 32 A rating
Each 20
15100
302000
Double pole MCB
-
6 A to 32 A rating
Each 20
40100
802000
7
PampF 240415 V isolator conforming to IS13947-III IEC 60947-3 on existing board sheet including making connections testing etc as required
-
Double pole isolator
-
30 A 40 A rating
Each 20
29800
596000
63 A rating
Each 20
36700
734000
31
Four pole Isolator
-
63 A rating
Each 20
63100
1262000
8
PLaying PVC XLPE insulated amp PVC sheathed cable of 11 KV grade with aluminium conductor of IS1554 P-I IS 7098 P - I of Group 1 of approved make in ground as per IS1255 including excavation of 30cmx75cm size trench 25 cm thick under layer of sandIInd class bricks covering refilling earthcompaction of earth making necessary connection testing etc as required of size
-
100 Sqmm
-
3 core
Mtr 100
15100
1510000
4 core
Mtr 100
17000
1700000
160 Sqmm
-
3 core
Mtr 100
15900
1590000
4 core
Mtr 100
17800
1780000
350 Sqmm
-
35 core
Mtr 100
25200
2520000
9
Plate Earthing as per IS3043 with GI Earth plate of size 600mm x 600mm x 60mm by embodying 3 to 4 mtr below the ground level with 25 mm dia GI B class watering Pipe including all accessories like nut bolts reducer nipple wire meshed funnel and CC finished chamber covered with hinged type with locking arrangement CI Cover CI Frame of size300mm x 300mm complete with alternate layers of salt and cokecharcoal testing of earth resistance as required
Set 2
425000
850000
TOTAL
23646000
32
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Figure Words
Part -D NON BSR Items
1
Shortblasted paver blocks i shape wave shape rectangular shape square shape 60mm thick for colour paver inclusive of material costtax tranportation and unloading(rate-rs 1350m2) considering cement mortar(14)
SQM 80000 --------- -----------
----------
2
Providing and Fixing Cobbles on path way open court yards over 40mm thick base grinded Cement mortar 13 including keeping 10mm joint between cobbles filled with masaldar grinded Cement mortar11 complete in all respects The mortar should remain recessed by 5mm from the top surface of the cobble stone of approved shade Color It includes the cost of stone patties of size 150 x 225 mm at every 3 mtr internal in cobble pathway
(a) 150 mm thick
Sqm 150000 --------- -----------
----------
3
Providing and Fixing fine dressed kerb stone (Dand stone) along with path way gardeningtapperround with top edges in Cement mortar 13 including pointing with lime cream and stone dust with an admixture of pigment complete in all respect as per direction of Engineer incharge
(a) Size 100 x300mm fine dressed
Rmtr 40000 --------- -----------
----------
Total
-
24
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT
Part -B Sanitary Work Based on PWD BSR
2014
1
P amp F Indian type white glazed vitreous china 1st quality WC orissa pan (IS 2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor
-
Size 530x410mm
Each
400
194500
778000
2
P amp F lst quality WVC Urinal (IS2556 mark) with 25mm dia GI waste pipe dome waste couplings concealed iron brackets or screws etc complete
-
Flat Back (small) size 456x355x265mm
Each
400
133200
532800
3
P amp F WVC wash basin (1st
quality IS 2556 Mark) of approved make with CI brackets duly painted 1 No 15 mm CP Pillar cock (IS 8934 Mark) amp 32 mm CP brass waste coupling of approved make 25 mm GI waste pipe complete including cutting amp making good the wall
-
Size 550 mm x 400 mm
Each
400
196800
787200
4 P amp F water closet Seat Covers with brass hinges complete
Solid PVC (ISI Marked) grade-I White for EWC
Each
400
35300
141200
5 P amp F CP lugs for toilet seat cover
Pair
400
7200
28800
6
P amp F Low level flushing cistern of 10 litres capacity (IS 2556 mark) of approved make with complete fittings CI brackets duly painted brass ball cock with ball (IS 1703 mark) complete including cutting and making good the wall
WVC with CP brass bend
Each
800
191000
1528000
7
P amp F Automatic Flushing Cistern of First quality ( IS 774 Mark) of approved make fitting syphon with copper tube CI brackets complete including cutting and making good the wall WVC (as per IS 2556) 10 litres
Each
400
98800
395200
8 P amp F Bottle Trap of approved make
CP Brass 32mm
Each
800
42500
340000
9 P amp F Waste Coupling with fittings of approved quality make
CP Brass 32mm Dia
Each
400
10800
43200
25
10
PampF Marble Urinal Partition slab both sides polished of approved design cut from marble size 900x600mm
Makrana II quality marble having light spots
Each
400
83900
335600
11
P amp F Looking Mirrors with PVC frame of approved make as per direction of Engineer-in-charge
Size 500x400mm
Sqm
400
26600
106400
12 P amp F Waste Pipe with all fittings
PVC with CP nut 32mm
Each
400
13200
52800
13 P amp F Toilet Shelf of approved qualitymake
Acrylic shelf on CP brass casted brackets amp guard rail of Commander equivalent make size 550 X 125 mm
Each
800
75500
604000
14 P amp F Towel Rail or Ring of approved qualitymake
CP brass Towel rail elbow type with concealed scrwes size 450mm (Heavy duty)
Each
400
34000
136000
15 P amp F Grating of approved qualitymake
Stainless steel sheet size 125mm dia Heavy Quality of approved make
Each
800
7000
56000
16 P amp F Liquid Soap Container with brackets complete of approved make
CP brass
Each
400
16000
64000
17 P amp F Toilet Paper Holder with rod of approved qualitymake
CP brass
Each
400
15000
60000
18 P amp F Soap dish or Tray of approved qualitymake
CP brass heavy amp Superior quality
Each
400
10500
42000
19 P amp F jet spray for water closet with CP Copper Tube flange of approved make
Each
400
26600
106400
20
P amp F GI pipes (internal work) with GI fittings (IS 1239 Mark) amp MS clamps including cutting and making good the walls and floors
Concealed pipe in wall including with anticorrosive bitumen paint
15 mm dia nominal bore B Class
Rmt
8000
17600
1408000
21
P amp F GI pipes (External work) with GI fittings (IS 1239 mark) including trenching amp refilling earth etc
15mm dia nominal bore B Class
Rmt
6000
13700
822000
25mm (-do-) B Class
Rmt
6000
21700
1302000
32mm (-do-) B Class
Rmt
6000
27000
1620000
22 Making connection of GI distribution branch with GI main including all fittings
26
Upto 25mm dia
Each
200
23000
46000
Beyond 25 mm amp upto 100 mm dia
Each
200
33800
67600
23
Fixing water meter (IS 779 mark) and stop cock in GI pipe line including making chamber of approved size excluding cost of water meter amp stop cock
Each
200
26700
53400
24 P amp F water meter (IS 779 mark) of approved make
15mm dia
Each
200
86300
172600
25 P amp F Pillar cocks (IS 8934 mark) of superior quality and approved make
CP Pillar cock 15 mm dia
Each
800
70800
566400
26
P amp F inlet connection (angle valves) superior quality of approved make CP inlet connection with 37mm long pipe amp nuts
Each
800
82800
662400
27
PampF bib cocks (IS 8931 mark) superior quality of approved make CP brass bib cock 15mm dia
Each
800
53600
428800
28
PampF Mixing range (15mm) CP one holeclose hole basin mixer with casted spout
Each
400
198600
794400
29
PampF stop cock (IS 8931 mark) superior quality of approved make CP brass concealed stop cock 15mm dia
Each
800
65700
525600
30 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 15mm
Each
400
27700
110800
31 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 25mm
Each
400
48100
192400
32
PampF rigid PVC Pipe (IS4985 mark) class II (4 Kg Cm
2) approved quality make including
joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia
PRM
3000
18800
564000
(b) 75 mm dia
PRM
4000
11900
476000
33
PampF rigid PVC pipe fittings (IS 4985 mark) of approved quality make including joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia bend
Each
800
11200
89600
(b) Plain tee 110mm dia
Each
800
13100
104800
(c) socket 110mm dia 8750
Each
800
7500
60000
(d) socket 75mm dia
Each
800
6100
48800
(e) Bend 75mm dia 8750
Each
1000
6800
68000
(f) Cowel 110mm dia
Each
1000
3900
39000
(g) Cowel 75mm dia
Each
1000
3000
30000
27
(h) 110mm dia door tee
Each
800
14500
116000
(j) 75mm dia with door tee
Each
800
12400
99200
34
PampF square mouth gully trap A grade (IS marked) of approved make complete with CI grating frame amp Cover masonry chamber in CM 16 100mm thick CC M-15 grade coping 12mm thick as per approved design amp type Trap size 150 X 100mm 72 kg CI cover with frame internal chamber size 300mm X 300mm
Each
400
99600
398400
35
Construction of Septic Tank in all types of soil with 40 cm thick masonry in CM 1 6 15 Cm thick CC bed of 1 5 10 M-15 grade CC flooring amp over stone slab covering 80mm thick slab jointing of slab in CM 1 3 Ralthal Kharanja 50 mm thick stone partition walls 20mm thick plaster in CM 1 6 finished with neat floating cement 4 Nos CI foot rests of approved design two No 450mm dia 25 Kg each CI cover with frame earth work etc complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr-
Size 400 X 140 X 150 cm (for 50 users)
Each
200
4506700
9013400
36
Construction of Soakage well in all types of soil 300 mm thick dry stone masonry top and bottom 300 mm course in CM 16 80mm thick stone slab jointing of slab in CM 1 3 Ralthal Kharanja 40 mm thick M-15 grade CC flooring earthwork including disposal of earth within a lead of 50 mtr
Size 300 Cm dia outside amp 300 cm depth
Each
200
1899700
3799400
37
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth upto 05 M
Each
600
432000
2592000
28
38
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth 05 to 10 M
Each
200
475000
950000
39
Providing Laying amp jointing glazed SW pipes grade `A` (IS651 marked) of approved make with spun yarn amp stiff mixture of cement mortar 11 excavation amp refilling of earth in all types of soil upto 12m depth SW fittings including testing of joints etc complete150mm dia
RM
15000
36900
5535000
40
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) all around SW pipe including 15 Cm thick bed concrete (Width W= Diameter of pipe in Cm+30 Cm)( Excluding cost of pipe)150mm dia
RM
15000
48500
7275000
41
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) upto haunches of SW pipes including 150 mm thick bed concrete (Width W= Dia of pipe in Cm+ 30Cm) concrete width to be reduced from width W at center of pipe to `0` at top of pipe (Excluding cost of pipe)
RM
25000
30600
7650000
Total
53818600
29
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Part -C Electrical Work based on
Electrical BSR 2013
1
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles18 SWG MS box with earth terminal 6 A switch 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
Medium point (up to 6 mtr)
P point 50
29300
1465000
Long point (up to 10 mtr)
P point 50
41500
2075000
2
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories 18 SWG 175 mm x 100 mm x 60 mm MS box with earth terminal 6 A switch 6 A socket 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
-
On board
P point 20
9100
182000
3
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles Moulded PVC Modular Box with 6 A Modular switchModular plate with grid plate screws making connections testing etc as required
-
Medium point (up to 6 mtr)
P point 50
33200
1660000
30
Long point (up to 10 mtr)
P point 50
45200
2260000
4
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories moulded PVC Modular box with earth terminal 6 A modular switch 6 A modular socket Modular plate with grid plate screws making connections testing etc as required
-
On board
P point 20
24400
488000
5
Supplying and drawing FR PVC insulated amp unsheathed flexible copper conductor ISI marked (IS694) of 11 kV grade and approved make in existing surface or recessed conduitcasing capping including making connections etc as required
-
1 x 15 sqmm
Mtr 100
1400
140000
2 x 15 sqmm
Mtr 200
2600
520000
2 x 25 sqmm
Mtr 100
4100
410000
4 x 25 sqmm
Mtr 100
8000
800000
6
PampF 240415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B C D tripping characteristic) ISI marked IS 8828(1996)] conforming to IEC 60898 in existing boardsheets including making connections testing etc as required
-
Single pole MCB
-
6 A to 32 A rating
Each 20
15100
302000
Double pole MCB
-
6 A to 32 A rating
Each 20
40100
802000
7
PampF 240415 V isolator conforming to IS13947-III IEC 60947-3 on existing board sheet including making connections testing etc as required
-
Double pole isolator
-
30 A 40 A rating
Each 20
29800
596000
63 A rating
Each 20
36700
734000
31
Four pole Isolator
-
63 A rating
Each 20
63100
1262000
8
PLaying PVC XLPE insulated amp PVC sheathed cable of 11 KV grade with aluminium conductor of IS1554 P-I IS 7098 P - I of Group 1 of approved make in ground as per IS1255 including excavation of 30cmx75cm size trench 25 cm thick under layer of sandIInd class bricks covering refilling earthcompaction of earth making necessary connection testing etc as required of size
-
100 Sqmm
-
3 core
Mtr 100
15100
1510000
4 core
Mtr 100
17000
1700000
160 Sqmm
-
3 core
Mtr 100
15900
1590000
4 core
Mtr 100
17800
1780000
350 Sqmm
-
35 core
Mtr 100
25200
2520000
9
Plate Earthing as per IS3043 with GI Earth plate of size 600mm x 600mm x 60mm by embodying 3 to 4 mtr below the ground level with 25 mm dia GI B class watering Pipe including all accessories like nut bolts reducer nipple wire meshed funnel and CC finished chamber covered with hinged type with locking arrangement CI Cover CI Frame of size300mm x 300mm complete with alternate layers of salt and cokecharcoal testing of earth resistance as required
Set 2
425000
850000
TOTAL
23646000
32
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Figure Words
Part -D NON BSR Items
1
Shortblasted paver blocks i shape wave shape rectangular shape square shape 60mm thick for colour paver inclusive of material costtax tranportation and unloading(rate-rs 1350m2) considering cement mortar(14)
SQM 80000 --------- -----------
----------
2
Providing and Fixing Cobbles on path way open court yards over 40mm thick base grinded Cement mortar 13 including keeping 10mm joint between cobbles filled with masaldar grinded Cement mortar11 complete in all respects The mortar should remain recessed by 5mm from the top surface of the cobble stone of approved shade Color It includes the cost of stone patties of size 150 x 225 mm at every 3 mtr internal in cobble pathway
(a) 150 mm thick
Sqm 150000 --------- -----------
----------
3
Providing and Fixing fine dressed kerb stone (Dand stone) along with path way gardeningtapperround with top edges in Cement mortar 13 including pointing with lime cream and stone dust with an admixture of pigment complete in all respect as per direction of Engineer incharge
(a) Size 100 x300mm fine dressed
Rmtr 40000 --------- -----------
----------
Total
-
25
10
PampF Marble Urinal Partition slab both sides polished of approved design cut from marble size 900x600mm
Makrana II quality marble having light spots
Each
400
83900
335600
11
P amp F Looking Mirrors with PVC frame of approved make as per direction of Engineer-in-charge
Size 500x400mm
Sqm
400
26600
106400
12 P amp F Waste Pipe with all fittings
PVC with CP nut 32mm
Each
400
13200
52800
13 P amp F Toilet Shelf of approved qualitymake
Acrylic shelf on CP brass casted brackets amp guard rail of Commander equivalent make size 550 X 125 mm
Each
800
75500
604000
14 P amp F Towel Rail or Ring of approved qualitymake
CP brass Towel rail elbow type with concealed scrwes size 450mm (Heavy duty)
Each
400
34000
136000
15 P amp F Grating of approved qualitymake
Stainless steel sheet size 125mm dia Heavy Quality of approved make
Each
800
7000
56000
16 P amp F Liquid Soap Container with brackets complete of approved make
CP brass
Each
400
16000
64000
17 P amp F Toilet Paper Holder with rod of approved qualitymake
CP brass
Each
400
15000
60000
18 P amp F Soap dish or Tray of approved qualitymake
CP brass heavy amp Superior quality
Each
400
10500
42000
19 P amp F jet spray for water closet with CP Copper Tube flange of approved make
Each
400
26600
106400
20
P amp F GI pipes (internal work) with GI fittings (IS 1239 Mark) amp MS clamps including cutting and making good the walls and floors
Concealed pipe in wall including with anticorrosive bitumen paint
15 mm dia nominal bore B Class
Rmt
8000
17600
1408000
21
P amp F GI pipes (External work) with GI fittings (IS 1239 mark) including trenching amp refilling earth etc
15mm dia nominal bore B Class
Rmt
6000
13700
822000
25mm (-do-) B Class
Rmt
6000
21700
1302000
32mm (-do-) B Class
Rmt
6000
27000
1620000
22 Making connection of GI distribution branch with GI main including all fittings
26
Upto 25mm dia
Each
200
23000
46000
Beyond 25 mm amp upto 100 mm dia
Each
200
33800
67600
23
Fixing water meter (IS 779 mark) and stop cock in GI pipe line including making chamber of approved size excluding cost of water meter amp stop cock
Each
200
26700
53400
24 P amp F water meter (IS 779 mark) of approved make
15mm dia
Each
200
86300
172600
25 P amp F Pillar cocks (IS 8934 mark) of superior quality and approved make
CP Pillar cock 15 mm dia
Each
800
70800
566400
26
P amp F inlet connection (angle valves) superior quality of approved make CP inlet connection with 37mm long pipe amp nuts
Each
800
82800
662400
27
PampF bib cocks (IS 8931 mark) superior quality of approved make CP brass bib cock 15mm dia
Each
800
53600
428800
28
PampF Mixing range (15mm) CP one holeclose hole basin mixer with casted spout
Each
400
198600
794400
29
PampF stop cock (IS 8931 mark) superior quality of approved make CP brass concealed stop cock 15mm dia
Each
800
65700
525600
30 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 15mm
Each
400
27700
110800
31 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 25mm
Each
400
48100
192400
32
PampF rigid PVC Pipe (IS4985 mark) class II (4 Kg Cm
2) approved quality make including
joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia
PRM
3000
18800
564000
(b) 75 mm dia
PRM
4000
11900
476000
33
PampF rigid PVC pipe fittings (IS 4985 mark) of approved quality make including joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia bend
Each
800
11200
89600
(b) Plain tee 110mm dia
Each
800
13100
104800
(c) socket 110mm dia 8750
Each
800
7500
60000
(d) socket 75mm dia
Each
800
6100
48800
(e) Bend 75mm dia 8750
Each
1000
6800
68000
(f) Cowel 110mm dia
Each
1000
3900
39000
(g) Cowel 75mm dia
Each
1000
3000
30000
27
(h) 110mm dia door tee
Each
800
14500
116000
(j) 75mm dia with door tee
Each
800
12400
99200
34
PampF square mouth gully trap A grade (IS marked) of approved make complete with CI grating frame amp Cover masonry chamber in CM 16 100mm thick CC M-15 grade coping 12mm thick as per approved design amp type Trap size 150 X 100mm 72 kg CI cover with frame internal chamber size 300mm X 300mm
Each
400
99600
398400
35
Construction of Septic Tank in all types of soil with 40 cm thick masonry in CM 1 6 15 Cm thick CC bed of 1 5 10 M-15 grade CC flooring amp over stone slab covering 80mm thick slab jointing of slab in CM 1 3 Ralthal Kharanja 50 mm thick stone partition walls 20mm thick plaster in CM 1 6 finished with neat floating cement 4 Nos CI foot rests of approved design two No 450mm dia 25 Kg each CI cover with frame earth work etc complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr-
Size 400 X 140 X 150 cm (for 50 users)
Each
200
4506700
9013400
36
Construction of Soakage well in all types of soil 300 mm thick dry stone masonry top and bottom 300 mm course in CM 16 80mm thick stone slab jointing of slab in CM 1 3 Ralthal Kharanja 40 mm thick M-15 grade CC flooring earthwork including disposal of earth within a lead of 50 mtr
Size 300 Cm dia outside amp 300 cm depth
Each
200
1899700
3799400
37
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth upto 05 M
Each
600
432000
2592000
28
38
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth 05 to 10 M
Each
200
475000
950000
39
Providing Laying amp jointing glazed SW pipes grade `A` (IS651 marked) of approved make with spun yarn amp stiff mixture of cement mortar 11 excavation amp refilling of earth in all types of soil upto 12m depth SW fittings including testing of joints etc complete150mm dia
RM
15000
36900
5535000
40
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) all around SW pipe including 15 Cm thick bed concrete (Width W= Diameter of pipe in Cm+30 Cm)( Excluding cost of pipe)150mm dia
RM
15000
48500
7275000
41
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) upto haunches of SW pipes including 150 mm thick bed concrete (Width W= Dia of pipe in Cm+ 30Cm) concrete width to be reduced from width W at center of pipe to `0` at top of pipe (Excluding cost of pipe)
RM
25000
30600
7650000
Total
53818600
29
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Part -C Electrical Work based on
Electrical BSR 2013
1
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles18 SWG MS box with earth terminal 6 A switch 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
Medium point (up to 6 mtr)
P point 50
29300
1465000
Long point (up to 10 mtr)
P point 50
41500
2075000
2
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories 18 SWG 175 mm x 100 mm x 60 mm MS box with earth terminal 6 A switch 6 A socket 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
-
On board
P point 20
9100
182000
3
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles Moulded PVC Modular Box with 6 A Modular switchModular plate with grid plate screws making connections testing etc as required
-
Medium point (up to 6 mtr)
P point 50
33200
1660000
30
Long point (up to 10 mtr)
P point 50
45200
2260000
4
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories moulded PVC Modular box with earth terminal 6 A modular switch 6 A modular socket Modular plate with grid plate screws making connections testing etc as required
-
On board
P point 20
24400
488000
5
Supplying and drawing FR PVC insulated amp unsheathed flexible copper conductor ISI marked (IS694) of 11 kV grade and approved make in existing surface or recessed conduitcasing capping including making connections etc as required
-
1 x 15 sqmm
Mtr 100
1400
140000
2 x 15 sqmm
Mtr 200
2600
520000
2 x 25 sqmm
Mtr 100
4100
410000
4 x 25 sqmm
Mtr 100
8000
800000
6
PampF 240415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B C D tripping characteristic) ISI marked IS 8828(1996)] conforming to IEC 60898 in existing boardsheets including making connections testing etc as required
-
Single pole MCB
-
6 A to 32 A rating
Each 20
15100
302000
Double pole MCB
-
6 A to 32 A rating
Each 20
40100
802000
7
PampF 240415 V isolator conforming to IS13947-III IEC 60947-3 on existing board sheet including making connections testing etc as required
-
Double pole isolator
-
30 A 40 A rating
Each 20
29800
596000
63 A rating
Each 20
36700
734000
31
Four pole Isolator
-
63 A rating
Each 20
63100
1262000
8
PLaying PVC XLPE insulated amp PVC sheathed cable of 11 KV grade with aluminium conductor of IS1554 P-I IS 7098 P - I of Group 1 of approved make in ground as per IS1255 including excavation of 30cmx75cm size trench 25 cm thick under layer of sandIInd class bricks covering refilling earthcompaction of earth making necessary connection testing etc as required of size
-
100 Sqmm
-
3 core
Mtr 100
15100
1510000
4 core
Mtr 100
17000
1700000
160 Sqmm
-
3 core
Mtr 100
15900
1590000
4 core
Mtr 100
17800
1780000
350 Sqmm
-
35 core
Mtr 100
25200
2520000
9
Plate Earthing as per IS3043 with GI Earth plate of size 600mm x 600mm x 60mm by embodying 3 to 4 mtr below the ground level with 25 mm dia GI B class watering Pipe including all accessories like nut bolts reducer nipple wire meshed funnel and CC finished chamber covered with hinged type with locking arrangement CI Cover CI Frame of size300mm x 300mm complete with alternate layers of salt and cokecharcoal testing of earth resistance as required
Set 2
425000
850000
TOTAL
23646000
32
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Figure Words
Part -D NON BSR Items
1
Shortblasted paver blocks i shape wave shape rectangular shape square shape 60mm thick for colour paver inclusive of material costtax tranportation and unloading(rate-rs 1350m2) considering cement mortar(14)
SQM 80000 --------- -----------
----------
2
Providing and Fixing Cobbles on path way open court yards over 40mm thick base grinded Cement mortar 13 including keeping 10mm joint between cobbles filled with masaldar grinded Cement mortar11 complete in all respects The mortar should remain recessed by 5mm from the top surface of the cobble stone of approved shade Color It includes the cost of stone patties of size 150 x 225 mm at every 3 mtr internal in cobble pathway
(a) 150 mm thick
Sqm 150000 --------- -----------
----------
3
Providing and Fixing fine dressed kerb stone (Dand stone) along with path way gardeningtapperround with top edges in Cement mortar 13 including pointing with lime cream and stone dust with an admixture of pigment complete in all respect as per direction of Engineer incharge
(a) Size 100 x300mm fine dressed
Rmtr 40000 --------- -----------
----------
Total
-
26
Upto 25mm dia
Each
200
23000
46000
Beyond 25 mm amp upto 100 mm dia
Each
200
33800
67600
23
Fixing water meter (IS 779 mark) and stop cock in GI pipe line including making chamber of approved size excluding cost of water meter amp stop cock
Each
200
26700
53400
24 P amp F water meter (IS 779 mark) of approved make
15mm dia
Each
200
86300
172600
25 P amp F Pillar cocks (IS 8934 mark) of superior quality and approved make
CP Pillar cock 15 mm dia
Each
800
70800
566400
26
P amp F inlet connection (angle valves) superior quality of approved make CP inlet connection with 37mm long pipe amp nuts
Each
800
82800
662400
27
PampF bib cocks (IS 8931 mark) superior quality of approved make CP brass bib cock 15mm dia
Each
800
53600
428800
28
PampF Mixing range (15mm) CP one holeclose hole basin mixer with casted spout
Each
400
198600
794400
29
PampF stop cock (IS 8931 mark) superior quality of approved make CP brass concealed stop cock 15mm dia
Each
800
65700
525600
30 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 15mm
Each
400
27700
110800
31 PampF full-way valve (IS 778 mark) or wheel valve of approved make Gun metal 25mm
Each
400
48100
192400
32
PampF rigid PVC Pipe (IS4985 mark) class II (4 Kg Cm
2) approved quality make including
joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia
PRM
3000
18800
564000
(b) 75 mm dia
PRM
4000
11900
476000
33
PampF rigid PVC pipe fittings (IS 4985 mark) of approved quality make including joining the pipe with solvent cement rubber ring and lubricant
(a) 110 mm dia bend
Each
800
11200
89600
(b) Plain tee 110mm dia
Each
800
13100
104800
(c) socket 110mm dia 8750
Each
800
7500
60000
(d) socket 75mm dia
Each
800
6100
48800
(e) Bend 75mm dia 8750
Each
1000
6800
68000
(f) Cowel 110mm dia
Each
1000
3900
39000
(g) Cowel 75mm dia
Each
1000
3000
30000
27
(h) 110mm dia door tee
Each
800
14500
116000
(j) 75mm dia with door tee
Each
800
12400
99200
34
PampF square mouth gully trap A grade (IS marked) of approved make complete with CI grating frame amp Cover masonry chamber in CM 16 100mm thick CC M-15 grade coping 12mm thick as per approved design amp type Trap size 150 X 100mm 72 kg CI cover with frame internal chamber size 300mm X 300mm
Each
400
99600
398400
35
Construction of Septic Tank in all types of soil with 40 cm thick masonry in CM 1 6 15 Cm thick CC bed of 1 5 10 M-15 grade CC flooring amp over stone slab covering 80mm thick slab jointing of slab in CM 1 3 Ralthal Kharanja 50 mm thick stone partition walls 20mm thick plaster in CM 1 6 finished with neat floating cement 4 Nos CI foot rests of approved design two No 450mm dia 25 Kg each CI cover with frame earth work etc complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr-
Size 400 X 140 X 150 cm (for 50 users)
Each
200
4506700
9013400
36
Construction of Soakage well in all types of soil 300 mm thick dry stone masonry top and bottom 300 mm course in CM 16 80mm thick stone slab jointing of slab in CM 1 3 Ralthal Kharanja 40 mm thick M-15 grade CC flooring earthwork including disposal of earth within a lead of 50 mtr
Size 300 Cm dia outside amp 300 cm depth
Each
200
1899700
3799400
37
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth upto 05 M
Each
600
432000
2592000
28
38
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth 05 to 10 M
Each
200
475000
950000
39
Providing Laying amp jointing glazed SW pipes grade `A` (IS651 marked) of approved make with spun yarn amp stiff mixture of cement mortar 11 excavation amp refilling of earth in all types of soil upto 12m depth SW fittings including testing of joints etc complete150mm dia
RM
15000
36900
5535000
40
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) all around SW pipe including 15 Cm thick bed concrete (Width W= Diameter of pipe in Cm+30 Cm)( Excluding cost of pipe)150mm dia
RM
15000
48500
7275000
41
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) upto haunches of SW pipes including 150 mm thick bed concrete (Width W= Dia of pipe in Cm+ 30Cm) concrete width to be reduced from width W at center of pipe to `0` at top of pipe (Excluding cost of pipe)
RM
25000
30600
7650000
Total
53818600
29
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Part -C Electrical Work based on
Electrical BSR 2013
1
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles18 SWG MS box with earth terminal 6 A switch 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
Medium point (up to 6 mtr)
P point 50
29300
1465000
Long point (up to 10 mtr)
P point 50
41500
2075000
2
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories 18 SWG 175 mm x 100 mm x 60 mm MS box with earth terminal 6 A switch 6 A socket 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
-
On board
P point 20
9100
182000
3
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles Moulded PVC Modular Box with 6 A Modular switchModular plate with grid plate screws making connections testing etc as required
-
Medium point (up to 6 mtr)
P point 50
33200
1660000
30
Long point (up to 10 mtr)
P point 50
45200
2260000
4
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories moulded PVC Modular box with earth terminal 6 A modular switch 6 A modular socket Modular plate with grid plate screws making connections testing etc as required
-
On board
P point 20
24400
488000
5
Supplying and drawing FR PVC insulated amp unsheathed flexible copper conductor ISI marked (IS694) of 11 kV grade and approved make in existing surface or recessed conduitcasing capping including making connections etc as required
-
1 x 15 sqmm
Mtr 100
1400
140000
2 x 15 sqmm
Mtr 200
2600
520000
2 x 25 sqmm
Mtr 100
4100
410000
4 x 25 sqmm
Mtr 100
8000
800000
6
PampF 240415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B C D tripping characteristic) ISI marked IS 8828(1996)] conforming to IEC 60898 in existing boardsheets including making connections testing etc as required
-
Single pole MCB
-
6 A to 32 A rating
Each 20
15100
302000
Double pole MCB
-
6 A to 32 A rating
Each 20
40100
802000
7
PampF 240415 V isolator conforming to IS13947-III IEC 60947-3 on existing board sheet including making connections testing etc as required
-
Double pole isolator
-
30 A 40 A rating
Each 20
29800
596000
63 A rating
Each 20
36700
734000
31
Four pole Isolator
-
63 A rating
Each 20
63100
1262000
8
PLaying PVC XLPE insulated amp PVC sheathed cable of 11 KV grade with aluminium conductor of IS1554 P-I IS 7098 P - I of Group 1 of approved make in ground as per IS1255 including excavation of 30cmx75cm size trench 25 cm thick under layer of sandIInd class bricks covering refilling earthcompaction of earth making necessary connection testing etc as required of size
-
100 Sqmm
-
3 core
Mtr 100
15100
1510000
4 core
Mtr 100
17000
1700000
160 Sqmm
-
3 core
Mtr 100
15900
1590000
4 core
Mtr 100
17800
1780000
350 Sqmm
-
35 core
Mtr 100
25200
2520000
9
Plate Earthing as per IS3043 with GI Earth plate of size 600mm x 600mm x 60mm by embodying 3 to 4 mtr below the ground level with 25 mm dia GI B class watering Pipe including all accessories like nut bolts reducer nipple wire meshed funnel and CC finished chamber covered with hinged type with locking arrangement CI Cover CI Frame of size300mm x 300mm complete with alternate layers of salt and cokecharcoal testing of earth resistance as required
Set 2
425000
850000
TOTAL
23646000
32
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Figure Words
Part -D NON BSR Items
1
Shortblasted paver blocks i shape wave shape rectangular shape square shape 60mm thick for colour paver inclusive of material costtax tranportation and unloading(rate-rs 1350m2) considering cement mortar(14)
SQM 80000 --------- -----------
----------
2
Providing and Fixing Cobbles on path way open court yards over 40mm thick base grinded Cement mortar 13 including keeping 10mm joint between cobbles filled with masaldar grinded Cement mortar11 complete in all respects The mortar should remain recessed by 5mm from the top surface of the cobble stone of approved shade Color It includes the cost of stone patties of size 150 x 225 mm at every 3 mtr internal in cobble pathway
(a) 150 mm thick
Sqm 150000 --------- -----------
----------
3
Providing and Fixing fine dressed kerb stone (Dand stone) along with path way gardeningtapperround with top edges in Cement mortar 13 including pointing with lime cream and stone dust with an admixture of pigment complete in all respect as per direction of Engineer incharge
(a) Size 100 x300mm fine dressed
Rmtr 40000 --------- -----------
----------
Total
-
27
(h) 110mm dia door tee
Each
800
14500
116000
(j) 75mm dia with door tee
Each
800
12400
99200
34
PampF square mouth gully trap A grade (IS marked) of approved make complete with CI grating frame amp Cover masonry chamber in CM 16 100mm thick CC M-15 grade coping 12mm thick as per approved design amp type Trap size 150 X 100mm 72 kg CI cover with frame internal chamber size 300mm X 300mm
Each
400
99600
398400
35
Construction of Septic Tank in all types of soil with 40 cm thick masonry in CM 1 6 15 Cm thick CC bed of 1 5 10 M-15 grade CC flooring amp over stone slab covering 80mm thick slab jointing of slab in CM 1 3 Ralthal Kharanja 50 mm thick stone partition walls 20mm thick plaster in CM 1 6 finished with neat floating cement 4 Nos CI foot rests of approved design two No 450mm dia 25 Kg each CI cover with frame earth work etc complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr-
Size 400 X 140 X 150 cm (for 50 users)
Each
200
4506700
9013400
36
Construction of Soakage well in all types of soil 300 mm thick dry stone masonry top and bottom 300 mm course in CM 16 80mm thick stone slab jointing of slab in CM 1 3 Ralthal Kharanja 40 mm thick M-15 grade CC flooring earthwork including disposal of earth within a lead of 50 mtr
Size 300 Cm dia outside amp 300 cm depth
Each
200
1899700
3799400
37
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth upto 05 M
Each
600
432000
2592000
28
38
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth 05 to 10 M
Each
200
475000
950000
39
Providing Laying amp jointing glazed SW pipes grade `A` (IS651 marked) of approved make with spun yarn amp stiff mixture of cement mortar 11 excavation amp refilling of earth in all types of soil upto 12m depth SW fittings including testing of joints etc complete150mm dia
RM
15000
36900
5535000
40
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) all around SW pipe including 15 Cm thick bed concrete (Width W= Diameter of pipe in Cm+30 Cm)( Excluding cost of pipe)150mm dia
RM
15000
48500
7275000
41
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) upto haunches of SW pipes including 150 mm thick bed concrete (Width W= Dia of pipe in Cm+ 30Cm) concrete width to be reduced from width W at center of pipe to `0` at top of pipe (Excluding cost of pipe)
RM
25000
30600
7650000
Total
53818600
29
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Part -C Electrical Work based on
Electrical BSR 2013
1
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles18 SWG MS box with earth terminal 6 A switch 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
Medium point (up to 6 mtr)
P point 50
29300
1465000
Long point (up to 10 mtr)
P point 50
41500
2075000
2
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories 18 SWG 175 mm x 100 mm x 60 mm MS box with earth terminal 6 A switch 6 A socket 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
-
On board
P point 20
9100
182000
3
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles Moulded PVC Modular Box with 6 A Modular switchModular plate with grid plate screws making connections testing etc as required
-
Medium point (up to 6 mtr)
P point 50
33200
1660000
30
Long point (up to 10 mtr)
P point 50
45200
2260000
4
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories moulded PVC Modular box with earth terminal 6 A modular switch 6 A modular socket Modular plate with grid plate screws making connections testing etc as required
-
On board
P point 20
24400
488000
5
Supplying and drawing FR PVC insulated amp unsheathed flexible copper conductor ISI marked (IS694) of 11 kV grade and approved make in existing surface or recessed conduitcasing capping including making connections etc as required
-
1 x 15 sqmm
Mtr 100
1400
140000
2 x 15 sqmm
Mtr 200
2600
520000
2 x 25 sqmm
Mtr 100
4100
410000
4 x 25 sqmm
Mtr 100
8000
800000
6
PampF 240415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B C D tripping characteristic) ISI marked IS 8828(1996)] conforming to IEC 60898 in existing boardsheets including making connections testing etc as required
-
Single pole MCB
-
6 A to 32 A rating
Each 20
15100
302000
Double pole MCB
-
6 A to 32 A rating
Each 20
40100
802000
7
PampF 240415 V isolator conforming to IS13947-III IEC 60947-3 on existing board sheet including making connections testing etc as required
-
Double pole isolator
-
30 A 40 A rating
Each 20
29800
596000
63 A rating
Each 20
36700
734000
31
Four pole Isolator
-
63 A rating
Each 20
63100
1262000
8
PLaying PVC XLPE insulated amp PVC sheathed cable of 11 KV grade with aluminium conductor of IS1554 P-I IS 7098 P - I of Group 1 of approved make in ground as per IS1255 including excavation of 30cmx75cm size trench 25 cm thick under layer of sandIInd class bricks covering refilling earthcompaction of earth making necessary connection testing etc as required of size
-
100 Sqmm
-
3 core
Mtr 100
15100
1510000
4 core
Mtr 100
17000
1700000
160 Sqmm
-
3 core
Mtr 100
15900
1590000
4 core
Mtr 100
17800
1780000
350 Sqmm
-
35 core
Mtr 100
25200
2520000
9
Plate Earthing as per IS3043 with GI Earth plate of size 600mm x 600mm x 60mm by embodying 3 to 4 mtr below the ground level with 25 mm dia GI B class watering Pipe including all accessories like nut bolts reducer nipple wire meshed funnel and CC finished chamber covered with hinged type with locking arrangement CI Cover CI Frame of size300mm x 300mm complete with alternate layers of salt and cokecharcoal testing of earth resistance as required
Set 2
425000
850000
TOTAL
23646000
32
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Figure Words
Part -D NON BSR Items
1
Shortblasted paver blocks i shape wave shape rectangular shape square shape 60mm thick for colour paver inclusive of material costtax tranportation and unloading(rate-rs 1350m2) considering cement mortar(14)
SQM 80000 --------- -----------
----------
2
Providing and Fixing Cobbles on path way open court yards over 40mm thick base grinded Cement mortar 13 including keeping 10mm joint between cobbles filled with masaldar grinded Cement mortar11 complete in all respects The mortar should remain recessed by 5mm from the top surface of the cobble stone of approved shade Color It includes the cost of stone patties of size 150 x 225 mm at every 3 mtr internal in cobble pathway
(a) 150 mm thick
Sqm 150000 --------- -----------
----------
3
Providing and Fixing fine dressed kerb stone (Dand stone) along with path way gardeningtapperround with top edges in Cement mortar 13 including pointing with lime cream and stone dust with an admixture of pigment complete in all respect as per direction of Engineer incharge
(a) Size 100 x300mm fine dressed
Rmtr 40000 --------- -----------
----------
Total
-
28
38
Construction of Manhole in all types of soil inner size 90 X 60 cm with 300mm thick masonry in CM 1 6 10 cm thick cement concrete 1 5 10 in foundation 20mm thick inside plaster in CM 1 6 finished with floating neat cement 50mm thick M-15 grade CC flooring making channels 80mm thick stone slab covering with 40mm thick M-15 grade CC flooring 25 Kg CI cover with frame of 450mm dia earthwork etc complete as per design including disposal of surplus earth within 50 mtr lead
Depth 05 to 10 M
Each
200
475000
950000
39
Providing Laying amp jointing glazed SW pipes grade `A` (IS651 marked) of approved make with spun yarn amp stiff mixture of cement mortar 11 excavation amp refilling of earth in all types of soil upto 12m depth SW fittings including testing of joints etc complete150mm dia
RM
15000
36900
5535000
40
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) all around SW pipe including 15 Cm thick bed concrete (Width W= Diameter of pipe in Cm+30 Cm)( Excluding cost of pipe)150mm dia
RM
15000
48500
7275000
41
Providing amp Laying CC 1510 (Stone aggregate 40mm nominal size) upto haunches of SW pipes including 150 mm thick bed concrete (Width W= Dia of pipe in Cm+ 30Cm) concrete width to be reduced from width W at center of pipe to `0` at top of pipe (Excluding cost of pipe)
RM
25000
30600
7650000
Total
53818600
29
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Part -C Electrical Work based on
Electrical BSR 2013
1
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles18 SWG MS box with earth terminal 6 A switch 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
Medium point (up to 6 mtr)
P point 50
29300
1465000
Long point (up to 10 mtr)
P point 50
41500
2075000
2
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories 18 SWG 175 mm x 100 mm x 60 mm MS box with earth terminal 6 A switch 6 A socket 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
-
On board
P point 20
9100
182000
3
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles Moulded PVC Modular Box with 6 A Modular switchModular plate with grid plate screws making connections testing etc as required
-
Medium point (up to 6 mtr)
P point 50
33200
1660000
30
Long point (up to 10 mtr)
P point 50
45200
2260000
4
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories moulded PVC Modular box with earth terminal 6 A modular switch 6 A modular socket Modular plate with grid plate screws making connections testing etc as required
-
On board
P point 20
24400
488000
5
Supplying and drawing FR PVC insulated amp unsheathed flexible copper conductor ISI marked (IS694) of 11 kV grade and approved make in existing surface or recessed conduitcasing capping including making connections etc as required
-
1 x 15 sqmm
Mtr 100
1400
140000
2 x 15 sqmm
Mtr 200
2600
520000
2 x 25 sqmm
Mtr 100
4100
410000
4 x 25 sqmm
Mtr 100
8000
800000
6
PampF 240415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B C D tripping characteristic) ISI marked IS 8828(1996)] conforming to IEC 60898 in existing boardsheets including making connections testing etc as required
-
Single pole MCB
-
6 A to 32 A rating
Each 20
15100
302000
Double pole MCB
-
6 A to 32 A rating
Each 20
40100
802000
7
PampF 240415 V isolator conforming to IS13947-III IEC 60947-3 on existing board sheet including making connections testing etc as required
-
Double pole isolator
-
30 A 40 A rating
Each 20
29800
596000
63 A rating
Each 20
36700
734000
31
Four pole Isolator
-
63 A rating
Each 20
63100
1262000
8
PLaying PVC XLPE insulated amp PVC sheathed cable of 11 KV grade with aluminium conductor of IS1554 P-I IS 7098 P - I of Group 1 of approved make in ground as per IS1255 including excavation of 30cmx75cm size trench 25 cm thick under layer of sandIInd class bricks covering refilling earthcompaction of earth making necessary connection testing etc as required of size
-
100 Sqmm
-
3 core
Mtr 100
15100
1510000
4 core
Mtr 100
17000
1700000
160 Sqmm
-
3 core
Mtr 100
15900
1590000
4 core
Mtr 100
17800
1780000
350 Sqmm
-
35 core
Mtr 100
25200
2520000
9
Plate Earthing as per IS3043 with GI Earth plate of size 600mm x 600mm x 60mm by embodying 3 to 4 mtr below the ground level with 25 mm dia GI B class watering Pipe including all accessories like nut bolts reducer nipple wire meshed funnel and CC finished chamber covered with hinged type with locking arrangement CI Cover CI Frame of size300mm x 300mm complete with alternate layers of salt and cokecharcoal testing of earth resistance as required
Set 2
425000
850000
TOTAL
23646000
32
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Figure Words
Part -D NON BSR Items
1
Shortblasted paver blocks i shape wave shape rectangular shape square shape 60mm thick for colour paver inclusive of material costtax tranportation and unloading(rate-rs 1350m2) considering cement mortar(14)
SQM 80000 --------- -----------
----------
2
Providing and Fixing Cobbles on path way open court yards over 40mm thick base grinded Cement mortar 13 including keeping 10mm joint between cobbles filled with masaldar grinded Cement mortar11 complete in all respects The mortar should remain recessed by 5mm from the top surface of the cobble stone of approved shade Color It includes the cost of stone patties of size 150 x 225 mm at every 3 mtr internal in cobble pathway
(a) 150 mm thick
Sqm 150000 --------- -----------
----------
3
Providing and Fixing fine dressed kerb stone (Dand stone) along with path way gardeningtapperround with top edges in Cement mortar 13 including pointing with lime cream and stone dust with an admixture of pigment complete in all respect as per direction of Engineer incharge
(a) Size 100 x300mm fine dressed
Rmtr 40000 --------- -----------
----------
Total
-
29
Name of Work - Development of Craft Haat amp Administrative Block
S NO DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Part -C Electrical Work based on
Electrical BSR 2013
1
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles18 SWG MS box with earth terminal 6 A switch 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
Medium point (up to 6 mtr)
P point 50
29300
1465000
Long point (up to 10 mtr)
P point 50
41500
2075000
2
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories 18 SWG 175 mm x 100 mm x 60 mm MS box with earth terminal 6 A switch 6 A socket 30 mm thick ISI marked phenolic laminated sheet zinc plated brass screws cup washers making connections testing etc as required
-
On board
P point 20
9100
182000
3
Wiring of light point fan point exhaust fan point call bell point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade (IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories round tiles Moulded PVC Modular Box with 6 A Modular switchModular plate with grid plate screws making connections testing etc as required
-
Medium point (up to 6 mtr)
P point 50
33200
1660000
30
Long point (up to 10 mtr)
P point 50
45200
2260000
4
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories moulded PVC Modular box with earth terminal 6 A modular switch 6 A modular socket Modular plate with grid plate screws making connections testing etc as required
-
On board
P point 20
24400
488000
5
Supplying and drawing FR PVC insulated amp unsheathed flexible copper conductor ISI marked (IS694) of 11 kV grade and approved make in existing surface or recessed conduitcasing capping including making connections etc as required
-
1 x 15 sqmm
Mtr 100
1400
140000
2 x 15 sqmm
Mtr 200
2600
520000
2 x 25 sqmm
Mtr 100
4100
410000
4 x 25 sqmm
Mtr 100
8000
800000
6
PampF 240415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B C D tripping characteristic) ISI marked IS 8828(1996)] conforming to IEC 60898 in existing boardsheets including making connections testing etc as required
-
Single pole MCB
-
6 A to 32 A rating
Each 20
15100
302000
Double pole MCB
-
6 A to 32 A rating
Each 20
40100
802000
7
PampF 240415 V isolator conforming to IS13947-III IEC 60947-3 on existing board sheet including making connections testing etc as required
-
Double pole isolator
-
30 A 40 A rating
Each 20
29800
596000
63 A rating
Each 20
36700
734000
31
Four pole Isolator
-
63 A rating
Each 20
63100
1262000
8
PLaying PVC XLPE insulated amp PVC sheathed cable of 11 KV grade with aluminium conductor of IS1554 P-I IS 7098 P - I of Group 1 of approved make in ground as per IS1255 including excavation of 30cmx75cm size trench 25 cm thick under layer of sandIInd class bricks covering refilling earthcompaction of earth making necessary connection testing etc as required of size
-
100 Sqmm
-
3 core
Mtr 100
15100
1510000
4 core
Mtr 100
17000
1700000
160 Sqmm
-
3 core
Mtr 100
15900
1590000
4 core
Mtr 100
17800
1780000
350 Sqmm
-
35 core
Mtr 100
25200
2520000
9
Plate Earthing as per IS3043 with GI Earth plate of size 600mm x 600mm x 60mm by embodying 3 to 4 mtr below the ground level with 25 mm dia GI B class watering Pipe including all accessories like nut bolts reducer nipple wire meshed funnel and CC finished chamber covered with hinged type with locking arrangement CI Cover CI Frame of size300mm x 300mm complete with alternate layers of salt and cokecharcoal testing of earth resistance as required
Set 2
425000
850000
TOTAL
23646000
32
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Figure Words
Part -D NON BSR Items
1
Shortblasted paver blocks i shape wave shape rectangular shape square shape 60mm thick for colour paver inclusive of material costtax tranportation and unloading(rate-rs 1350m2) considering cement mortar(14)
SQM 80000 --------- -----------
----------
2
Providing and Fixing Cobbles on path way open court yards over 40mm thick base grinded Cement mortar 13 including keeping 10mm joint between cobbles filled with masaldar grinded Cement mortar11 complete in all respects The mortar should remain recessed by 5mm from the top surface of the cobble stone of approved shade Color It includes the cost of stone patties of size 150 x 225 mm at every 3 mtr internal in cobble pathway
(a) 150 mm thick
Sqm 150000 --------- -----------
----------
3
Providing and Fixing fine dressed kerb stone (Dand stone) along with path way gardeningtapperround with top edges in Cement mortar 13 including pointing with lime cream and stone dust with an admixture of pigment complete in all respect as per direction of Engineer incharge
(a) Size 100 x300mm fine dressed
Rmtr 40000 --------- -----------
----------
Total
-
30
Long point (up to 10 mtr)
P point 50
45200
2260000
4
Wiring of 3 pin 5 amp Light plug point with 15 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 11 kV grade and 15 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 11 kV grade(IS694) of approved make on surface ISI marked ( IS14927 P - II ) PVC casing capping amp its accessories moulded PVC Modular box with earth terminal 6 A modular switch 6 A modular socket Modular plate with grid plate screws making connections testing etc as required
-
On board
P point 20
24400
488000
5
Supplying and drawing FR PVC insulated amp unsheathed flexible copper conductor ISI marked (IS694) of 11 kV grade and approved make in existing surface or recessed conduitcasing capping including making connections etc as required
-
1 x 15 sqmm
Mtr 100
1400
140000
2 x 15 sqmm
Mtr 200
2600
520000
2 x 25 sqmm
Mtr 100
4100
410000
4 x 25 sqmm
Mtr 100
8000
800000
6
PampF 240415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B C D tripping characteristic) ISI marked IS 8828(1996)] conforming to IEC 60898 in existing boardsheets including making connections testing etc as required
-
Single pole MCB
-
6 A to 32 A rating
Each 20
15100
302000
Double pole MCB
-
6 A to 32 A rating
Each 20
40100
802000
7
PampF 240415 V isolator conforming to IS13947-III IEC 60947-3 on existing board sheet including making connections testing etc as required
-
Double pole isolator
-
30 A 40 A rating
Each 20
29800
596000
63 A rating
Each 20
36700
734000
31
Four pole Isolator
-
63 A rating
Each 20
63100
1262000
8
PLaying PVC XLPE insulated amp PVC sheathed cable of 11 KV grade with aluminium conductor of IS1554 P-I IS 7098 P - I of Group 1 of approved make in ground as per IS1255 including excavation of 30cmx75cm size trench 25 cm thick under layer of sandIInd class bricks covering refilling earthcompaction of earth making necessary connection testing etc as required of size
-
100 Sqmm
-
3 core
Mtr 100
15100
1510000
4 core
Mtr 100
17000
1700000
160 Sqmm
-
3 core
Mtr 100
15900
1590000
4 core
Mtr 100
17800
1780000
350 Sqmm
-
35 core
Mtr 100
25200
2520000
9
Plate Earthing as per IS3043 with GI Earth plate of size 600mm x 600mm x 60mm by embodying 3 to 4 mtr below the ground level with 25 mm dia GI B class watering Pipe including all accessories like nut bolts reducer nipple wire meshed funnel and CC finished chamber covered with hinged type with locking arrangement CI Cover CI Frame of size300mm x 300mm complete with alternate layers of salt and cokecharcoal testing of earth resistance as required
Set 2
425000
850000
TOTAL
23646000
32
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Figure Words
Part -D NON BSR Items
1
Shortblasted paver blocks i shape wave shape rectangular shape square shape 60mm thick for colour paver inclusive of material costtax tranportation and unloading(rate-rs 1350m2) considering cement mortar(14)
SQM 80000 --------- -----------
----------
2
Providing and Fixing Cobbles on path way open court yards over 40mm thick base grinded Cement mortar 13 including keeping 10mm joint between cobbles filled with masaldar grinded Cement mortar11 complete in all respects The mortar should remain recessed by 5mm from the top surface of the cobble stone of approved shade Color It includes the cost of stone patties of size 150 x 225 mm at every 3 mtr internal in cobble pathway
(a) 150 mm thick
Sqm 150000 --------- -----------
----------
3
Providing and Fixing fine dressed kerb stone (Dand stone) along with path way gardeningtapperround with top edges in Cement mortar 13 including pointing with lime cream and stone dust with an admixture of pigment complete in all respect as per direction of Engineer incharge
(a) Size 100 x300mm fine dressed
Rmtr 40000 --------- -----------
----------
Total
-
31
Four pole Isolator
-
63 A rating
Each 20
63100
1262000
8
PLaying PVC XLPE insulated amp PVC sheathed cable of 11 KV grade with aluminium conductor of IS1554 P-I IS 7098 P - I of Group 1 of approved make in ground as per IS1255 including excavation of 30cmx75cm size trench 25 cm thick under layer of sandIInd class bricks covering refilling earthcompaction of earth making necessary connection testing etc as required of size
-
100 Sqmm
-
3 core
Mtr 100
15100
1510000
4 core
Mtr 100
17000
1700000
160 Sqmm
-
3 core
Mtr 100
15900
1590000
4 core
Mtr 100
17800
1780000
350 Sqmm
-
35 core
Mtr 100
25200
2520000
9
Plate Earthing as per IS3043 with GI Earth plate of size 600mm x 600mm x 60mm by embodying 3 to 4 mtr below the ground level with 25 mm dia GI B class watering Pipe including all accessories like nut bolts reducer nipple wire meshed funnel and CC finished chamber covered with hinged type with locking arrangement CI Cover CI Frame of size300mm x 300mm complete with alternate layers of salt and cokecharcoal testing of earth resistance as required
Set 2
425000
850000
TOTAL
23646000
32
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Figure Words
Part -D NON BSR Items
1
Shortblasted paver blocks i shape wave shape rectangular shape square shape 60mm thick for colour paver inclusive of material costtax tranportation and unloading(rate-rs 1350m2) considering cement mortar(14)
SQM 80000 --------- -----------
----------
2
Providing and Fixing Cobbles on path way open court yards over 40mm thick base grinded Cement mortar 13 including keeping 10mm joint between cobbles filled with masaldar grinded Cement mortar11 complete in all respects The mortar should remain recessed by 5mm from the top surface of the cobble stone of approved shade Color It includes the cost of stone patties of size 150 x 225 mm at every 3 mtr internal in cobble pathway
(a) 150 mm thick
Sqm 150000 --------- -----------
----------
3
Providing and Fixing fine dressed kerb stone (Dand stone) along with path way gardeningtapperround with top edges in Cement mortar 13 including pointing with lime cream and stone dust with an admixture of pigment complete in all respect as per direction of Engineer incharge
(a) Size 100 x300mm fine dressed
Rmtr 40000 --------- -----------
----------
Total
-
32
Name of Work - Development of Craft Haat amp Administrative Block
S NO
DESCRIPTION OF ITEM UNIT QUANTITY RATE
AMOUNT
Figure Words
Part -D NON BSR Items
1
Shortblasted paver blocks i shape wave shape rectangular shape square shape 60mm thick for colour paver inclusive of material costtax tranportation and unloading(rate-rs 1350m2) considering cement mortar(14)
SQM 80000 --------- -----------
----------
2
Providing and Fixing Cobbles on path way open court yards over 40mm thick base grinded Cement mortar 13 including keeping 10mm joint between cobbles filled with masaldar grinded Cement mortar11 complete in all respects The mortar should remain recessed by 5mm from the top surface of the cobble stone of approved shade Color It includes the cost of stone patties of size 150 x 225 mm at every 3 mtr internal in cobble pathway
(a) 150 mm thick
Sqm 150000 --------- -----------
----------
3
Providing and Fixing fine dressed kerb stone (Dand stone) along with path way gardeningtapperround with top edges in Cement mortar 13 including pointing with lime cream and stone dust with an admixture of pigment complete in all respect as per direction of Engineer incharge
(a) Size 100 x300mm fine dressed
Rmtr 40000 --------- -----------
----------
Total
-