HDU - WordPress.com inaccessible areas & Central Jail premises, Sugarcane factory area, Tiger project area in Melghat, Coal / Lime Mining area, Naxalite affected area and Mental Hospital

Government of Maharashtra

Public Works Department

State e-DSR for year 2017-18

(w.e.f. 14/06/2017)

Chapter Classification of Items

1 General Notes

2 Road Works

Road Survey and DPR 1.01 1.77

Road Sub grade 2.01 2.39

Road Sub Base and Base Course 3.01 3.51

Road Surfacing Course 4.01 4.1

Rigid Pavement 5.01 5.22

Road Furniture 6.01 6.97

Road Miscellaneous Item 7.01 7.37

Road Maintenance 8.01 8.27

3 Cross Drainage Works 11.01 11.31

4 Bridge Works

Bridge Sub Structure and Foundation 12.01 12.68

Bridge Bearing 13.01 13.03

Bridge Super Structure 14.01 14.54

Bridge Bored Pile 15.01 15.128

Bridge Maintenance 16.01 16.11

5 Building Works

Excavation 21.01 21.4

Pile Foundation Building 22.01 22.63

Structural Steel Work 23.01 23.12

Plain Cement Concrete 24.01 24.19

Reinforcement Cement Concrete 25.01 25.79 &

26.01 26.116

Brick Work 27.01 27.16

Stone Masonary 28.01 28.14

Concrete Block Masonary 29.01 29.13

Expansion Joints 30.01 30.11

Water Proofing 31.01 31.25

Plastering and Pointing 32.01 32.37

Paving , Flooring and Dado 33.01 33.80

Wood Finish 34.01 34.11

Oil Painting 35.01 35.28

Colouring 36.01 36.18

Wood Work 37.01 37.25

Roofing and Ceiling 38.01 38.50

e-DSR for year 2017-18

I N D E X

Page No.ITEM NO

Chapter Classification of Items Page No.ITEM NO

Doors and Windows 39.01 39.94

Iron Work 40.01 40.11

Water Supply and Sanitary Fittings 41.01 41.80 &

42.01 42.88 &

43.01 43.39

Building Miscellaneous Item 44.01 44.24

Fire Sefty 45.01 45.63

Building Maintenance 46.01 46.45

6 Material Rates

7 Labour Rates

8 Transportation Rates

9 Consupption

10 Frequency of Tests

GENERAL NOTES 1. Schedule of Rates prepared for the year 2017-18 is Operative from 14th june2017

and applicable for all the Districts.

2. For the rates in Corporation area, Municipal Council Areas, Notified Tribal area, Hilly inaccessible areas & Central Jail premises, Sugarcane factory area, Tiger project area in Melghat, Coal / Lime Mining area, Naxalite affected area and Mental Hospital premises, an increase of percentages over the normal schedule of rates (Basic completed item Rates) prescribed for the year 2017-18 are as follows: 1. Corporation Areas 5% 2. Municipal Council Areas 4% 3. For works in Mumbai - Mantralaya, Police Mukhyalaya, New

Council Hall, New Administrative Building, High Court Building, Chief Minister Residence, Deputy CM Residence, Malbar Hill, Cumballa Hill, Walkeshwar, South Mumbai, Police Commissioner Building.

5%

4. Sugarcane factory area (within 10 km. radius) 5% 5. Notified Tribal Areas / Hilly Area / Inaccessible areas 10% 6. Inside Premises of Central Jail, Mental Hospital, Raj Bhavan,

Yerawada Printing press. 15%

7. Tiger project area in Melghat 20% 8. Coal / Lime Mining area 5% 9. Naxalite affected area 20%

Issue rates of Schedule 'A' materials for above notified area shall be increased by respective percentage. The above percentage should be applied on the cost of items after deducting the cost of Specified materials, if issued on Schedule 'A'. The Superintending Engineers should Specify the sugar factory areas/ coal mine

areas/ Notified Tribal areas under their circles after ascertaining working condition of the Sugar factory.

The Notified Hilly / Inaccessible areas as per Government Resolution, Planning Department No. DVK/1089/P-66/Y-19 Dated 23-11-1990 & 13-06-2003. The works which are pertaining to inside premises of central jail, Mental Hospital, Raj Bhavan, Yerawada Printing press as well as in corporation area, an increase of percentage over normal scheduled rates shall be considered both simultaneously e. g. If central jail is situated in corporation area an increase of 5% for corporation area and 15% for jail premises total 20% shall be considered.

For Gadchiroli District Notified Tribal area, Hilly or inaccessible area, an increase shall be (10%+20%)=30%. For other works the increase in rates as above shall be applicable one time only. S.E. P.W. Circle should notify the area (name of villages) where major coal/ mine activities are in progress and where these rates will be applicable.

3. Schedule of rates is based on the following basic rates of materials:

Sr. No. Material Basic rate for 2017-18 A. Cement Rs. 6,400/ M. T. (as on Date 16/04/2017) B. Mild Steel Rs. 43,000/ M. T. (as on Date 16/04/2017) C. Tor Steel (H.Y.S.D.) Rs. 43,000/ M. T. (as on Date 16/04/2017) D. TMT-FE-500 Rs. 40,000/ M. T. (as on Date 16/04/2017) E. Structural Steel

1) Angle, Teas, I-Section etc.

2) Tubular Steel

42,000/ M.T. (as on Date 16/04/2017) 47,000/M.T. (as on Date 16/04/2017)

F. High tensile Steel Rs. 69,525/ M. T. (as on Date 16/04/2017) G. Bitumen VG-30 (Packed) Rs. 36,215/ M. T. Ex. Refinery Mumbai

(as on Date 16/04/2017) H. Bitumen VG-10 (Packed) Rs. 35,180/ M. T. Ex. Refinery Mumbai

(as on Date 16/04/2017) I. Bitumen VG-40 (Bulk) Rs. 33,084/ M. T. Ex. Refinery Mumbai

(as on Date 16/04/2017) J. Bitumen VG-30 (Bulk) Rs. 32,204/ M. T. Ex. Refinery Mumbai

(as on Date 16/04/2017) K. Bitumen VG-10 (Bulk) Rs. 31,169/ M. T. Ex. Refinery Mumbai

(as on Date 16/04/2017) L. Bitumen Emulsion Rs. 26,455 / M. T. Ex. Refinery Mumbai

(as on Date 16/04/2017) M. CRMB - 55 Rs. 40,999/ M. T. (as on Date 01/05/2017) N. CRMB - 60 Rs. 41,366 / M. T. (as on Date 01/05/2017)

4. TAXES AND GOVT. CIRCULARS 4.1 Material Rates are inclusive of VAT, LBT & SALES TAX , hence separate Taxes are

not considered in the Rate Abstract . 4.2 Turn over tax is not considered in the Rate Abstract.

4.3 i) As per Govt. circular No.DSR - 1090/cr - 6453/PLN-3 Dt. 14-7-1993, 1% for labour amenity is considered in the Rate Abstract. ii) As per G. R. of Industries and power Department No. BCA - 2009/CR-108/ Labour 7-A dated 17/06/2010. 1% cess for labour welfare is considered in the Rate Abstract. iii) As per revised circular issued by Dy. Directorate of Insurance Maharashtra State vide letter No. . - 2314/ / / -3 - 31/03/2015

Insurance towards labour is considered in rate abstract of DSR items. As over head charges are inclusive of insurance, hence insurance charges will not be reimbursed.

The contractor shall produce the labour insurance policy, else following amount will be deducted from his first R. A. Bill.

a) Work value upto 25.00 Lakhs 0.50% b) Work value above 25.00 Lakhs 1.00%

4.4 Service Tax on labour component shall be added in the "Recapitulation sheet"

of the estimate where ever applicable, for Government Building work. This Service Tax shall be reimbursed to contractor if contractor produces documentary evidence for particular work as regard payment made by him towards Service Tax to the Government.(As per , , , -, . -/ . ./-/ -//) 4.5 As per Government of Maharashtra, Revenue and Forest Departments Gazette No. 67 Dt. 15 May 2015, States that the Royalty charges of Rs. 400/ Brass (i. e. Rs. 141.34/cum.) are considered. In DSR for items of supply of Rubble, Murum, Soil, 60mm./40mm. metal (Hand

broken), royalty charges are not included in the rates. Prevalent Royalty charges shall be separately considered while preparing estimate and shall be part of Schedule-B of tender. Any revision in Royalty charges shall be included in the prize variation clause which will be operative both ways.

4.6 The basic rates of materials are as per the Rates charged by the main producers/ suppliers at their respective points of supply, as on the date of implementation of D. S. R.; The rates of bulk/ packed bitumen, bitumen emulsion adopted for the items of bituminous works are based on the rates at ex-Refinery Mumbai. 5 Leads and lifts

5.1 Rates For transportation of material by Truck from different leads have been worked out as per table given by National Building Organization. The cost per trip shown in statement 'C', also includes charges of running empty vehicle for return trip. For calculation of transportation charges rates tabulated in material master for following items are considered in the formula.

a ) Mazdoor b) Diesel c) Mobile Oil d) Truck 5.2 For calculation of pay load factor a truck of 10 M. T. capacity is considered. 5.3 The rates worked out in the Rate Abstract includes initial lead of 50 m. for all completed items. Actual lead charges are to be added for items while framing the estimate wherever applicable. 5.4 Lead charges for various materials are given in statement C-1 and these are inclusive of loading and unloading charges. Hence loading and unloading charges shall not be considered separately. 5.5 The Basic rates for all quarrying materials such as Rubble, boulders, aggregates, sand, murum, selected earth etc. are taken as rates at quarry with lead of 50 mtr. (Head load lead which is not to be deducted from lead)

5.6 For items of buildings having ground plus upper floors rate shall be increased as follows for the floor lift.

Sr. No.

Floor Percentage increase

I. Ground floor Nil II. First floor 1.00%

III. Second floor 2.00% IV. Third floor 3.00% V. Fourth floor 4.00%

VI. Fifth floor 5.00% VII. Sixth floor 6.00% VIII. Seventh floor and above 7.00% The maximum percentage for lift charges shall not be more than 7%

Transportation Charges: a) Lead charges for various materials are given in Statement C1 and these charges are including loading and unloading charges. Hence loading and unloading charges shall not be separately added. b) The transportation charges beyond 30 km. to 50 km. are with 5 km. interval, 50 km. to 100 km. with 10 km. interval, 100 km. to 200 km. with 25 km. interval. The transportation charges for intermediate km. within the range are worked out by linearly interpolating between rates of the lower and upper values in the range. c) Statement C2 is for loading, unloading and stacking charges. Loading and unloading charges are to be deducted from Transportation charges in Statement C1, wherever transportation charges without loading and unloading are required. d) Rate of transportation of bulk bitumen from refinery to the plant site is Rs. 5.00 / M.T./ km. Rate of heating and decanting bulk bitumen is Rs. 110.00 / M.T. Hot-Mix Hot laid Bituminous Works: a) The rates of Bitumen VG-40, Bitumen VG-30, and Bitumen VG-10 grade bitumen are separate. Hence specify the grade accordingly in items of work to be executed. b) References of PWD Standard Specifications, MORTH specifications are mentioned in bracket below the description of the items. c) The quantities of consumption of bitumen considered in the description of the items are for estimate purpose only. These may vary as per job mix design. Accordingly the variation in bitumen cost shall be adjusted. The concrete works : The rates of cement concrete item are based on Standard consumption. The mix design shall be carried out for concrete Grade of M-20 and above. If the

consumption as per approved mix design varies from standard consumption

accordingly the difference in the cost of cement be adjusted according to mix design.

If the variation is more than 2% of Standard consumption of cement content in various items of cement concrete for which mix design is required then the rates are to be modified for difference in standard cement consumption vis--vis cement consumption obtained from mix design.

Work in Foul Condition a) For such work, the rate for excavation shall be increased by 25% over the scheduled rates of excavation. b) For other items required to be executed in foul condition upto Ground Level / Bed Level,the rate shall be increased by 5% over schedule rates of individual items of CSR. This increase is over and above the increase admissible under general note 2. c) The above hike in rates of (a) & (b) shall be subject to the express condition that the prior approval of Superintending Engineer is obtained. The foul condition shall be certified by the Executive Engineer.

6.General Guidelines: 6.1 The contents of D.S.R. Annexure are as follows :- Statement A-1 - Material Master. (Basic rates of materials) Statement A-2 - Labour Master. Statement A-3 - Machinery Master. 6.2 References of P. W. D. standard specification/ M. O. R. T. & H. specification are mentioned in schedule of rates. 6.3 The D S R of Environmental Engineering Organization (ENE)/ M.J.P. is to be adopted for water supply and sanitary works, which are not included in this D.S.R. 6.4 For cost towards procurement and temporary storage of water for construction purpose necessary provisions are made in Rate Abstract. 6.5 Machinery hire charges rates are as per market rates and rates of Irrigation Department. 6.6 The rates for items pertaining to Parks & Gardens shall be taken from the DSR of, Parks & Gardens. 6.7 The dewatering rates mentioned in bridge sections includes post monsoon flow of River/ Nalla sand general seepage of water only and does not include provision of cofferdam, caging etc. In Specific conditions, if cofferdam, caging etc. are felt essential for dewatering the separate R. A. for that particular site may be prepared and shall be got approved from Superintending Engineer. In the building section only manual dewatering is considered. In case if dewatering is required to be done mechanically with water pump for which separate item may be considered. 6.8 For items of excavation, foundation concrete and masonry etc. For C. D. works, rates shall be adopted from corresponding items under respective building sections. 6.9 For scaffolding work required to be erected for carrying out repairing work on external faces of building at various heights (viz. Repairs to chajja, external plastering, painting etc.). The rate of respective item shall be increased by 1% provided the work is carried out by erecting scaffolding. For specific cases rate analysis shall be got approved from concerned Superintending Engineer.

6.10 For excavation purpose, manual & mechanical means are proposed, when the quantity of excavation is more than 100 Cu. Mt. Excavation by mechanical means shall invariably be considered. In case the

quantity of the excavation is less than/ more than 100 Cu. Mt., excavation by manual means is to be proposed with prior permission of

Superintending Engineer. 6.11 All concrete items considered in D. S. R. are inclusive of normal concrete curing system. 6.12 For building works costing more than Rs. 500 lakhs, separate item for intelligent concrete curing system shall be added in estimate. 6.13 If materials are to be supplied by Department under Schedule "A" of contract, the rate at which the materials will be charged to the Agency shall be based at D. S. R. Rate or prevailing stock issue rate, which ever is more. The schedule A rates should not be less than those mentioned in material master. 6.14 Concrete Mix from R.M.C. Plants shall be used for concrete works with prior permission of Superintending Engineer. 6.15 For repair works considering small quantity of work nominal mix shall be used for PCC / RCC items. 6.16 Rates of the items using modern machineries with features mentioned below are worked out including cost of machineries and features there in. For any machineries and features mentioned below separate cost shall not be added in rate analysis. Salient features of the modern machineries are as specified under Annexure-Modern Machinery. (Attached in DSR)

7. Testing of Material 7.1 Laboratory testing charges are not considered in the Rate Abstract. Where ever required separate item shall be taken in the estimate for material testing charges, on the basis of testing frequency and charges fixed by Vigilance & Quality Control Circle, for the current year and shall form part of tender. 7.2 For Specific tests like span load tests, plate/ pile load test etc. which are not included in the rate analysis of item, the rates for these tests will be prepared on the basis of rates approved by M.E.R.I./ any competent Institute of Govt. of Maharashtra or Govt. of India.

8. 8.1 If higher Concrete grade ,is required for any specific work,the rate analysis of the same shall be got approved from the superintending engineer of concerned circle.

8.2 For deep foundation works,if found necessary,additional deep work charges,shall be got sanctioned from the chief engineer of concerned region.

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DSRforYear20172018

Chapter ItemNo. ReferenceNo. DescriptionoftheitemAdditionalSpecification Unit

Rate(Rs./Unit)

StateDSR

Completed Labour

RoadSurveyandDPR 1.01 MORTH

Fixing chainage Stone/B.M. Stone/Center Stone/Apex Stone inearthandall sortsofsoilandsoftmurum includingconveyingexcavation fixingstone includingpaintaining letteringnumbersandbackfillingetc.complete.

AsdirectedbyEngineerincharge

Number 112 112


Takingthetrialpitforroads,alignment,C.D.Worksinearthsoilofallsorts,sandsgravel,orsoftmurum,includingstackingtheexcavatedmaterial including all lifts and necessary back fillinguptodepth1.5meters


CubicMetre 245 245


Takingthetrialpitforroads,alignment,C.D.Worksinearthsoilofallsorts,sandsgravel,orsoftmurum,includingstackingtheexcavatedmaterial including all lifts and necessary back fillinguptodepth3.0meters


CubicMetre 300 300


Taking the trial pit for roads, alignment, C.D. Works in Hardmurum, includingstacking theexcavatedmaterial includingallliftsandnecessarybackfillinguptodepth1.5meters


CubicMetre 370 370


Taking the trial pit for roads, alignment, C.D. Works in Hardmurum, includingstacking theexcavatedmaterial includingallliftsandnecessarybackfillinguptodepth3.0meters


CubicMetre 425 425


Taking the trial pit for roads, alignment, C.D. Works in Hardmurum,andBouldersincludingstackingtheexcavatedmaterialincluding all lifts and necessary back filling upto depth 1.5meters


CubicMetre 475 475


Taking the trial pit for roads, alignment, C.D. Works in Hardmurum,andBouldersincludingstackingtheexcavatedmaterialincluding all lifts and necessary back filling upto depth 3.0meters


CubicMetre 530 530


FixingsurveypegsinearthandallsortsSoil,Sand,Gravel,SoftMurum,etc.includingconveying,fixingetc.complete.


Number 1049 5


Reconnaisance Survey of Road alignment in plain countryincludingtakingthreedimensionsofapexesverificationoftypeof land etc. alongwith the alignment etc. complete (WithoutChaining).


Kilometre 1235 1135


Reconnaisance Survey of Road alignment in plain countryincludingtakingthreedimensionsofapexesverificationoftypeof land etc. alongwith the alignment etc. complete (WithChaining).


Kilometre 627 627

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Rate(Rs./Unit)

StateDSR

Completed Labour


Reconnaissance Survey of a road alignment for new hilly roadutilising exsisting forest cart tracks with use of ghat tracer (iffoundnecessary), taking threedimensionsof apexes includingverificationoftypeoflandetc.complete.(WithoutChaining)


Kilometre 3290 3060


Reconnaissance Survey of road alignment for new hilly roadutilising exsisting forest cart tracks with use of ghat tracer (iffoundnecessary), taking threedimensionsof apexes includingverificationoftypeoflandetc.complete.(WithChaining)


Kilometre 759 759


ReconnaissanceSurveyofroadalignment inhilly roadutilisingexsisting forest cart tracks with use of ghat tracer (if foundnecessary), taking three dimensions of apexes includingverificationoftypeoflandetc.complete.(WithoutChaining).


Kilometre 1780 1500


ReconnaissanceSurveyofroadalignment inhilly roadutilisingexisting forest cart 1.5 kms with use of ghat tracer (if foundnecessary), taking three dimensions of apexes includingverificationoftypeoflandetc.complete.(WithChaining).


Kilometre 3910 3070


Detailedsurveyofroadinplaincountryincludingchainingandlevelling with cross sections at every two chains inclusive ofclosingofsurveyeachday.


Kilometre 1012 1012


Detailed survey of road lengthwhere earthwork is partly doneincludingchainingandlevellingwithcrosssectionsateverytwoinclusiveofclosingsurveyeachday.


Kilometre 380 380


Detailed survey of road through hilly country taking crosssection at every chains or as required including chaining ,levellingandclosingsurveyeachday.


Kilometre 7120 2625


Detailed survey of road through hilly country taking crosssection at every chains as per desired including chaining,levelling and closing survey each day utilising existing carttrack.


Kilometre 5240 2425


Providing and Fixing Wooden survey pegs including Whitewashingetc.complete.


Number 25 10


Carrying out catchment area traverse survey ofminor stream (nottraceableintoposheet)below100acres


Kilometre 253 253


Cutting down branches of trees , bushes etc. stacking thematerialneatlyasdirected(ForMotarableRoad)


Kilometre 5340 5340

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Rate(Rs./Unit)

StateDSR

Completed Labour


Providingdetailed layoutplanofarea inscale1:500 includingcarryingoutcontoursurvey&detailedEngineeringplane tableSurveywiththehelpof20''.Thedolomiteareameasurementoftheplotandstructures,trees,overheadlineandundergroundservice amenities within the area, with triagular method andgiving detailes of the structures, such as total area, type ofbuilding & distance from all corners taking trial pit0.5x0.5x2.00m.2Nos. per acre and collection of record fromcity survey / D.I.L.R. authorities and authentication. The planshall be traced on 75 micron polyster film and shall besubmitted along with three Amonia prints. The contour levelsshall be marked at 0.5. Meter intervals. Note: The itemsincludes 1)Traversingworkwith theodolite and steel tape. 2)Levelling Grid Work of the terrain. 3)Detailed EngineeringSurvey and contouring work of the terrain. 4)Plotting work.5)CollectionofRecord.a)upto1Acre


Acre 6220 5037


Providingdetailed layoutplanofarea inscale1:500 includingcarryingoutcontoursurvey&detailedEngineeringplane tableSurveywiththehelpof20''.Thedolomiteareameasurementoftheplotandstructures,trees,overheadlineandundergroundservice amenities within the area, with triagular method andgiving detailes of the structures, such as total area, type ofbuilding & distance from all corners taking trial pit0.5x0.5x2.00m.2Nos. per acre and collection of record fromcity survey / D.I.L.R. authorities and authentication. The planshall be traced on 75 micron polyster film and shall besubmitted along with three Amonia prints. The contour levelsshall be marked at 0.5. Meter intervals. Note: The itemsincludes 1)Traversingworkwith theodolite and steel tape. 2)Levelling Grid Work of the terrain. 3)Detailed EngineeringSurvey and contouring work of the terrain. 4)Plotting work.5)CollectionofRecord.b)AboveAcre


Acre 6820 5640


Reconnaisance survey including study of sheets,maps etc. foralignment including3dimensionofappexes, fixingpegs,chainand compass or cross staff survey with LSection and crosssection of alignment at every 30 m or at every change ofindiviation which ever is less including fly levels at close ofdays,fixingapexandB.M.stonesof size0.20*0.20*0.75m in1:2:4C.C. at every200mandpreparationof alignmentplansandalltypeofcomplianceifrequiredfromdepartment.


Kilometre 5148 1620

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Rate(Rs./Unit)

StateDSR

Completed Labour


Preparation of detailed Plans and Estimates Of road includingtyping in 5 copies, ammonia prints, with colouring of plans,proper filing, indexing andpaging etc. complete andall typesofcompliance,ifrequiredfromDepartment.


Kilometre 10470 2460


Survey of C.D. works including taking Lsection of Road,catchment area plan by Traverse method and taking and trialpits of size 1.00 Mx1.00Mx1.50M including preparation ofdetailed Plans and Estimates in 5 copies and all types ofcomplianceifrequiredfromtheDepartment.


Number 7250 1050


Survey of Minor bridge including taking L section of existingroadtwodefinedcrosssectionsoneofU/sandoneofD/sonevergin cross section on allernate proposed cross section andstreamuptosufficientlongwithchainandcompasstakingthreetrial pits of size 1.00 x 1.00x3.0m collecting samples of bedmaterialsatsizeforascertainingthesilt factorunittestspecificgravity from Govt. approved labouratories and preparation ofdetailed survey data submission of the porject duly typedcolouring of the ammonia prints site pland and other drawingetc.completeifrequiredformtheDpartment.


Number 25070 21067


Survey of major bridge including taking Lsection of existingroad two defined (one at U/S and one at D/s)one alternateproposedcrosssectionstreamuptosufficientlengthwithchainand compass taking 5 trial pits three in bed two on banks ofsize 2.00x2.00x3.00m.for collecting samples at site forascertaining the laboratories ( testing charges to be borne bytheagency)andpreparationofdetailedsurveydata,submissionoftheprojectdulytypedcolouringofammoniaprints,siteplanandotherdrawingsetc.completeandalltypesofcomplianceifrequired from Department (Excluding taking trial bores andcontouring)


RunningMetre 1343 846


ContourSurveyofstreamU/SandD/Sofproposedbridgesiteincluding levellingat every 30X 30mpreparing contourmapwithAutocadprintsetc.completein5sets.


Sq.Km. 76770 48005


Survey of raised Causeway including reconnaissance taking Lsection of existing road one defined one vergin one alternateproposedcrosssectionandstreamuptosufficient lengthswithchain and compass taking two trial pits of size2.00x2.00x3.00m.collecting samples at site ascertaining siltfactorandpreparationofdetailedsurveydata,submissionoftheproject duly typed colouring of the ammonia prints,site planandotherdrawingetc.completeifrequiredfromDeparetment.


Number 35480 16158

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Rate(Rs./Unit)

StateDSR

Completed Labour


PreparationofdetailedplansandestimatesofRaiseCausewayonthe basis of the approved detailed survey data by competentauthority includingtypingin5copiesammoniaprintssiteplanother drawings with colouring of plans proper filling indexingandpagingetc.completeandalltypesofcomplianceifrequiredfromDepartment.


Number 7760 2800


Complete survey of stream having catchment area upto 1 sq.mileincludingcatchmentsurveytakingnecessaryL.S./C.S.andotherdetailsetc.complete.


Number 506 506


Complete surveyof streamhaving catchmentareaabove1 sq.Mile and upto 5 sq.Miles including taking necessary L.S./C.S.andotherdetailsetc.complete.


Number 2222 2222


Reconnaissance survey of alignment in plain country forapproaches to thebridge including taking threedimensionsofapexes.(Withoutchaining)


Kilometre 1188 1188

RoadSurveyandDPR 1.35 MORTH Flylevellingforcarryingoutbenchmark.


Kilometre 680 244


Detailed survey of approaches including Chain and Compasssurvey along bridge alignment and approaches includingclosingeachdaywork.


Kilometre 2430 2100


Taking longitudinalsectionofstreamsextendingupstreamanddownstream side of the bridge site, requisite number of crosssectionofthestreamoneithersidesblockcontouringandotherdetailsetc.complete.(LengthofL.S.andC.S. forcontouringtobeworkedout)


Kilometre 3000 2600


Demarcation of right of way (ROW) as per design using totalstationincludingcalculationofcoordinatesof30Meterintervalonbothsidesofroad.


Kilometre 7200 3750


PreparationofLandAcquisitionproposalincludingcollectionof7/12and8/Adocumentsmarkingalignmentandvillagemaps,areacalculation,preparationofproposal,printing,binding,etc.complete and submission of 5 sets more ever liasoning andcoordination with revenue authorities with compliance if anyuntil finalisation of award including Joint measurement of thealignment.Fornewalignment.


Kilometre 8800 5533

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Rate(Rs./Unit)

StateDSR

Completed Labour


PreparationofLandAcquisitionproposalincludingcollectionof7/12and8/Adocumentsmarkingalignmentandvillagemaps,areacalculation,preparationofproposal,printing,bindind,etc.complete and submission of 5 sets more ever liasoning andcoordination with revenue authorities with compliance if anyuntil finalisation of award including Joint measurement of thealignment.Forexistingalignment.




Carrying of detailed topographic survey by using total stationalong the existingor new road including taking Lsection andcross section at every 30 meter Row ,taking at least 10 spotlevelspercrosssection,pickingupallexistingdetailsinsidetheRowlikeelectrictelephoneline,encroachments,structuresetc.connecting all the primary total station control points byG.I.S.Benchmarkslevelorwhicheveravailablewithdepartmentusing auto level and preparingAutoCADplan by using abovedatatakingout1setofblackandwhiteprintouton50micronpolysterfilmsheetA2sizeand2setsofcolouredprintoutonA2size submitting soft copy all data on CD. Plain Terrain NewAlignment




Carrying of detailed topographic survey by using total stationalong the existingor new road including taking Lsection andcross section at every 30 meter Row ,taking at least 10 spotlevelspercrosssection,pickingupallexistingdetailsinsidetheRowlikeelectrictelephoneline,encroachments,structuresetc.connecting all the primary total station control points byG.I.S.Benchmarkslevelorwhicheveravailablewithdepartmentusing auto level and preparingAutoCADplan by using abovedatatakingout1setofblackandwhiteprintouton50micronpolysterfilmsheetA2sizeand2setsofcolouredprintoutonA2sizesubmittingsoft copyalldataonCD.PlainTerrainExistingAlignment.




cCarryingofdetailed topographic surveybyusing total stationalong the existingor new road including taking Lsection andcross section at every 30 meter Row ,taking at least 10 spotlevelspercrosssection,pickingupallexistingdetailsinsidetheRowlikeelectrictelephoneline,encroachments,structuresetc.connecting all the primary total station control points byG.I.S.Benchmarkslevelorwhicheveravailablewithdepartmentusing auto level and preparingAutoCADplan by using abovedatatakingout1setofblackandwhiteprintouton50micronpolysterfilmsheetA2sizeand2setsofcolouredprintoutonA2size submitting soft copy all data on CD. Hilly Terrain NewAlignment



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Rate(Rs./Unit)

StateDSR

Completed Labour


Demarcation of Road boundry (ROW) including fixing theboundry stones at standard size and shape including fixing inblockof standardsizeofC.C.of1:4:8whitewashingat30Mintervalonbothsides




Takingtrialbores75to100mmfor53.0to88.9mmcorediaoverburden(bydiamonddrillingmachine)suchassoilofallsorts, soft murum,hard murum and boulders and in soft rockincludingallmaterialssuchascasingpipesandaccessoriesoil,grease, steel, rods, and such other materials as required(including conveying thematerial to siteofwork) . Preservingtheloosesampleinglassjarandcoresampleseriallyonsiteofwork and conveying the same to HQ of concernring office asdirected.R.A.for10.00Rmta)overburden0to50meter.




Takingtrialbores75to100mmfor53.0to88.9mmcorediain rocks as specified below including all necessary materialssuch as oil,grease,steel boostan and such other materials asrequired(includingconveyingthematerialtositeofwork)andPreservingthecoresamplecoresampleseriallyonsiteofworkand conveying the same to HQ of concernring office asdirected.QuartzitewithdiamonddrillwithNxBit0to50metre




Takingtrialbores75to100mmfor53.0to88.9mmcorediain rocks as specified below including all necessary materialssuch as oil,grease,steel boostan and such other materials asrequired(includingconveyingthematerialtositeofwork)andPreservingthecoresamplecoresampleseriallyonsiteofworkand conveying the same to HQ of concernring office asdirected.QuartzitewithdiamonddrillwithAxBit0to50metre




Takingtrialbores75to100mmfor53.0to88.9mmcorediain rocks as specified below including all necessary materialssuch as oil,grease,steel boostan and such other materials asrequired(includingconveyingthematerialtositeofwork)andPreservingthecoresamplecoresampleseriallyonsiteofworkand conveying the same to HQ of concernring office asdirected.OtherRockwithdiamonddrill.0to50metre




Providing tun tappa coreboxesof junglewoodof size1.25mx0.35x 0.15m for preserving core sample with all fixtures andfasteninghandlesincludinglockingarrangmentetc.complete.


Number 1980 410


Providingandmaintaining temparoryplatformofbore locationinriverbedinupto1Mofstandingwaterofsize3.50x4.00Mbyusing sandbags in layer for platform includingall requiredmaterialslaboursetc.complete.


Number 10320 1743

6/16/2017 DSRReport



Rate(Rs./Unit)

StateDSR

Completed Labour


Providing and maintaining temporary platform for erectingboringmachinedinriverbedtothedepthofstandingwater1Mto 2Mof size 3.50 x 4.00Mby using 20Nos. ofM.S. emptybarrels inM.S. framemade uptoM.S. angle size 50 x 50 x 5mmwithfabricationandover itajunglewoodplanksplatformofsize3.50x4.00x0.03Msize includingsupplyingofnylonrope 24 mm size for anchoring platform include passageplatformandengangingalabouretc.complete.1Mto2M.


Number 15150 4720


Providing and maintaining temparory platform for erectingboringmachinedinriverbedtothedepthofstandingwater1Mto 2Mof size 3.50 x 4.00Mby using 20Nos. ofM.S. emptybarrels inM.S. framemade uptoM.S. angle size 50 x 50 x 5mmwithfabricationandover itajunglewoodplanksplatformofsize3.50x4.00x0.03Msize includingsupplyingofnylonrope 24 mm size for anchoring platform include passageplatform and enganging a labour etc. complete. 2 M andAbove.


Number 16280 4720


Providing and maintaining temparory platform for inspectionfromonebanktoanotherbankofborelocationinriverbedinall depth of standingwater of size 1.30 x 2.00M by using 4Nos.ofM.S.emptybarrelsinM.S.framemadeupofM.S.anglesize50x50x5mmwithfabricationandoveritajunglewoodplanks platform of size 1.30 x 2.00 x 0.03 M size includingsupplying of nylon rope 24 mm size and 300 M length ofmovement of platform enganging a labour on inspection daysetc.complete.


Number 13835 6735


Conveying the boring machine and engine and all itsaccessories etc. to the site of the work and back includingloading unloading etc. complete. Rate mechanical ( Note Distance to be measured from the station of boring machineengineetc.ofdistrictheadquarterstositeoftheworkbyshortroute).


Kilometre 67 10


Shifting boring plant with all its components and reinstallingthe same at the directed place including all its charges etc.complete.


Shift 2354 1980


Providing detailed reports of the inspection logging of drilledhole by observing visual description of data as per depth,thicknessof layer, typeofsample,washsample,bore recoverytypeofdrilletc.complete.


Number 6900 NA

6/16/2017 DSRReport



Rate(Rs./Unit)

StateDSR

Completed Labour


Providing detailed geological reports of proposed site bymaintaininggeotechnical investigationofstructurestratificationcollecting soil, rock and ground water samples for laboratorytests to arrive the foundation design parameters . Rockpropertiessuchastypeofrock,jointingfractures,etc.completewithsuggestionaboutthesitefoundationandremedies.


Report 950 NA


Preparing land plans and land schedule including carrying outplanetablesurveyforPrivate/Forestlandonbothsideofroadin Rural andUrban areas. Thework of plotting and certificatefrom T.I.L.R. or other authorities shall be obtained fromcorrectnessofpreparedplans.Tracingangtakingoutprintsandpreparing therequisitebookletsdulyboundsandprintingwithall materials etc. Three land plan booklets along with originaltracingshallbesuppliedincludingprocurementofvillagemaps/ forest land plans from concern authorities.Note : The itemplane table includes following points 1 ) Carrying out planetablesurvey.2)Plottingofdulysurveyedarea.3)CollectionofdatafromD.I.L.R.authoritiesandverificationofsurveymapsbyD.I.L.R.authorities.4)Preparingthreebookletsofsurveymapsincluding taking out prints of survey maps, binding etc. 5)Carrying out plane table survey of the Private / Forest landalong the road upto 30 meters on either side from the roadcentre.




Geometrical design of road horizontal and vertical curves atdesign speed specified by IRC including carrying out trail foroptimising of civil cost minimising land acquisition andmaximum use of existing facility and preparation of wideningarrangementdrawing for insisting structures stakeoutdate forhorizontal alignment and working levels including superelevationeffectetc.complete.


Kilometre 9980 3760


Transferingandtakingoutdesignoncoordinatesofbaselineongroundusingnails forexsisting road surfacesand surveypegsfor new alignments including taking out coordinates forhorizontal curves at required interval of 50 meters etc.complete.(Extralinesuchasrightofwaymedianedgestotoelinenotincluded).




Preparation of roadway, drawing (Plan And Profile ) oncomputerising Autocad at required scale showing all topofeatureandproposedconstructiondetailssuchascarriageway,median service road, toe line, retaining walls, cross drainageworks,majorstructures,etc.complete.Includingindexing,leveltables, legend, basic information of project and design detailsetc.


Kilometre 6060 4960

6/16/2017 DSRReport



Rate(Rs./Unit)

StateDSR

Completed Labour


Preparation of Engineering drawing as strip plan, wideningscheme,index/keymap,typicalcrosssection,retainingwalls,road furniture, general arrangement drawings for bus bays /truck laybays / rest areas / toll plaza / booths / and typedrawingofpipe/slabdrainsetc.oncomputerusingAutoCAD.


Kilometre 6830 5700


Survey of C.D. works including taking LSection of road,catchmentareaplanbyTraversemethodandtakingtrialpitsofsize 1.50M x 1.50M x 1.50M including preparation of detailedplans andestimates in 5 copies and all types of compliance ifrequiredfromthedepartment.


Number 6060 3840


Design of junctions including detail layout of traffic signs,informatory boards traffic islands. Breaks in median vergeincludingworking levels at junctions as per IRC standards etc.complete.a)MajorJunction




Design of junctions including detail layout of traffic signs,informatory boards traffic islands. Breaks in median vergeincludingworking levels at junctions as per IRC standards etc.complete.b)MinorJunction




Preparaion of initial design of flyovers with preparing GeneralArrangement drawing with dimensions etc. complete andpreparation of rough estimate for all components of bridge.Includingsupplyingfourcopiesofcoloureddrawingsandcopyof drawing on C.D. ( excluding geotechnical and structuraldesignpart.)


Kilometre 640 104


Preparation of draft / Final Report comprising of technical,financial economic feasibilityandenvironmentalaspectsof theproject including executive summary and detailed chapters onnecessityandintroductionofprojectexistingandfuturetraffic,design philosophy scope of work, summary of available costestimates justification for rates adopted, key points ofexecution,salientfeaturesoftheproject, locationoftollplaza,toll rate / policy to be adopted and specification of majorconstruction itemsetc. in8copieshavingattractivecoverandbindingsdirectedbyengineerinchargeetc.complete.


Kilometre 227800 157440


PreparationofAutocaddrawingwithcolourprintforBuilding/Bridge /Road/CDWorks in required size etc. complete. A0Size


Number 1650 NA


PreparationofAutocaddrawingwithcolourprintforBuilding/Bridge / Road/ CD Works in required size etc. complete. A1Size


Number 1600 NA

6/16/2017 DSRReport



Rate(Rs./Unit)

StateDSR

Completed Labour


PreparationofAutocaddrawingwithcolourprintforBuilding/Bridge / Road/ CD Works in required size etc. complete. A2Size


Number 1100 NA


Autocad drawingwith colour print out for Building / Bridge /Road/CDWorksinrequiredsizeetc.complete.A0Size


Number 150 NA




Number 100 NA




Number 60 NA




Number 30 NA




Number 15 NA


Deploying Automated Traffic Count & classification system onRoad(TwoLane) inbothdirectionatdesignatedtrafficcountpost by using High Definition Cameras..Collecting the NonEditable Data In DVR System with necessary electronic andelectrical arrangements or inventor of required capacityClassification of data as per vehicle category as required withthe help of software and submitting the the reports to theconcerned department in hard copies as well as in soft copy,includingusingnecessarytechnicalmanpoweretc.complete.A)Upto7Days(TwoLane)


Day 28560 6435


Deploying Automated Traffic Count & classification system onRoad(OneLane) inbothdirectionatdesignated traffic countpost by using High Definition Cameras..Collecting the NonEditable Data In DVR System with necessary electronic andelectrical arrangements or inventor of required capacityClassification of data as per vehicle category as required withthe help of software and submitting the the reports to theconcerned department in hard copies as well as in soft copy,includingusingnecessarytechnicalmanpoweretc.complete.B)Extrachargesforeveryadditionallane(Ifrequired)


Day 8612 687

6/16/2017 DSRReport



Rate(Rs./Unit)

StateDSR

Completed Labour

RoadSubgrade 2.01

MORTH201

Cutting down trees including trunks and branches with girthsabove30cmto60cmandstackingthematerialsneatlywithalllifts and lead of 1000m. as directed and earth filling in thedepression/pitifany.

MORTH201 Number 141 100

RoadSubgrade 2.02

MORTH201



RoadSubgrade 2.03

MORTH201



RoadSubgrade 2.04

MORTH201

Cutting down trees including trunks and branches with girthsabove180cmto270cmandstacking thematerialsneatlywithall liftsand leadof1000m.asdirectedandearth filling in thedepression/pitifany.


RoadSubgrade 2.05

MORTH201

Cutting down trees including trunks and branches with girthsabove270cmto450cmandstacking thematerialsneatlywithall liftsand leadof1000m.asdirectedandearth filling in thedepression/pitifany.


RoadSubgrade 2.06

MORTH201

Cutting down trees including trunks and branches with girthsabove450cmandstackingthematerialsneatlywithallliftsandlead of 1000m. as directed and earth filling in thedepression/pitifany.


RoadSubgrade 2.07

MORTH201

Clearing grass and removal of rubbish up to a distance of 50metresoutsidetheperipheryofthearea. MORTH201

SquareMetre 4 4

RoadSubgrade 2.08

MORTH201

Clearing and grubbing road land including uprooting rankvegetation,grass,bushes,shrubs,saplingsandtreesgirthupto300mm,removalofstumpsoftreescutearlieranddisposalofunserviceable materials and stacking of serviceable material tobe used or auctioned up to a lead of 1000 metres includingremovalanddisposaloftoporganicsoilnotexceeding150mminthickness.BYManualMeans

MORTH201 SquareMetre 3 3

RoadSubgrade 2.09

MORTH201

Clearing and grubbing road land including uprooting rankvegetation,grass,bushes,shrubs,saplingsandtreesgirthupto300mm,removalofstumpsoftreescutearlieranddisposalofunserviceable materials and stacking of serviceable material tobe used or auctioned up to a lead of 1000 metres includingremovalanddisposaloftoporganicsoilnotexceeding150mminthickness.ByMechanicalMeans


6/16/2017 DSRReport



Rate(Rs./Unit)

StateDSR

Completed Labour

RoadSubgrade 2.10

MORTH301

Excavationforroadwayinearth,soilofallsorts,sand,gravelorsoft murum including dressing section to the required grade,camberandsideslopesandconveying theexcavatedmaterialswithallliftsuptoaleadof50m.andspreadingforembankmentorstackingasdirected.ByManualMeans

MORTH301 CubicMetre 83 83

RoadSubgrade 2.11

MORTH301

Excavationforroadwayinearth,soilofallsorts,sand,gravelorsoft murum including dressing section to the required grade,camberandsideslopesandconveying theexcavatedmaterialswithallliftsuptoaleadof50m.andspreadingforembankmentorstackingasdirected.ByMechanicalMeans.


RoadSubgrade 2.12

MORTH301

Excavation for roadway in hard murum including dressingsection to the required grade, camber and side slopes andconveying the excavatedmaterialswith all lifts upto a lead of50m.andspreadingforembankmentorstackingasdirected.ByManualMeans


RoadSubgrade 2.13

MORTH301

Excavation for roadway in hard murum including dressingsection to the required grade, camber and side slopes andconveying the excavatedmaterialswith all lifts upto a lead of50m.andspreadingforembankmentorstackingasdirected.ByMechanicalMeans.


RoadSubgrade 2.14

MORTH301

Excavationforroadway insoftrock, includingdressingsectionto the required grade, camber and side slopes and conveyingthe excavatedmaterials with all lifts upto a lead of 50m. andspreadingorstackingasdirected.Bymechanicalmeans


RoadSubgrade 2.15

MORTH301

Excavation for roadway in hard rock by controlled blastingincluding dressing section to the required grade, camber andsideslopesandconveying theexcavatedmaterialswithall liftsuptoaleadof50m.andspreadingforembankmentorstockingasdirected.


RoadSubgrade 2.16

MORTH301

Excavationforroadwayinhardrockbywedging&chisellingorline drilling including dressing section to the required grade,camberandsideslopesandconveying theexcavatedmaterialswithallliftsuptoaleadof50m.andspreadingforembankmentorstackingasdirected.


RoadSubgrade 2.17

MORTH309

Excavation for catch / sidewater gutter in all sorts of soils tothespecifiedsectionincludingstackingtheexcavatedstuffinaregular bund and disposing of unsuitable or excess stuff asdirectedByManualMeans.


6/16/2017 DSRReport



Rate(Rs./Unit)

StateDSR

Completed Labour

RoadSubgrade 2.18

MORTH309

Excavation for catch / sidewater gutter in all sorts of soils tothespecifiedsectionincludingstackingtheexcavatedstuffinaregular bund and disposing of unsuitable or excess stuff asdirectedallsortsofsoils.ByMechanicalMeans


RoadSubgrade 2.19

MORTH309

Excavationforcatch/sidewatergutterinHardmurumstratatothespecifiedsectionincludingstackingtheexcavatedstuffinaregular bund and disposing of unsuitable or excess stuff asdirected.ByManualMeans.


RoadSubgrade 2.20

MORTH309

Excavationforcatch/sidewatergutterinHardmurumstratatothespecifiedsectionincludingstackingtheexcavatedstuffinaregular bund and disposing of unsuitable or excess stuff asdirected.ByMechanicalMeans


RoadSubgrade 2.21

MORTH309

Excavation for catch / sidewater gutter in Soft rock strata tothespecifiedsectionincludingstackingtheexcavatedstuffinaregular bund and disposing of unsuitable or excess stuff asdirected.byMechanicalMeans


RoadSubgrade 2.22

MORTH309

Excavationforcatch/sidewatergutters inHardrockstratatothespecifiedsectionincludingstackingtheexcavatedstuffinaregular bund by chiselling and wedging and disposing ofunsuitableorexcessstuffasdirected.


RoadSubgrade 2.23

MORTH305

Watering & compacting of embankment formed of materialsobtainedfromtheroadcuttingwithina leadof50m,not lessthan 97 % of standard Proctor density after laying them inlayersof20cm.to30cm.withvibratoryroller.


RoadSubgrade 2.24

MORTH305

Watering & compacting of embankment formed of materialsobtainedfromtheroadcuttingwithina leadof50m,not lessthan97%ofstandardProctordensityafterlayingtheminlayersof20cm.to30cm.withPowerroller.


RoadSubgrade 2.25

MORTH305

Conveying materials obtained from road cutting including alllifts,layinginlayersof20cmto30cm.breakingclods,dressingto therequired lines,curves,gradesandsection,wateringandcompacting to not less than 97% of standard Proctor densityfor a lead of over 50m. to 300m. inclusive from the site ofexcavationtothesiteofdepositionasdirected.


RoadSubgrade 2.26

MORTH305

Conveying materials obtained from road cutting including alllifts,layinginlayersof20cm.to30cm.breakingclods,dressingto therequired lines,curves,gradesandsection,wateringandcompacting to not less than 97% of standard proctor densityfor a lead of 300m. to 500m. inclusive, from the site ofexcavationtothesiteofdepositionasdirected.


6/16/2017 DSRReport



Rate(Rs./Unit)

StateDSR

Completed Labour

RoadSubgrade 2.27

MORTH305

Providing earth work in embankment with approved materialsobtainedfromdepartmental landorothersourcesupto leadof50m. including all lifts, laying in layers of 20cm. to 30cm.thicknessbreakingclods,dressingtotherequiredlines,curves,grades&section,wateringandcompactionwithPowerrollertoachieve not less than 97 % of standard proctor density etc.complete


RoadSubgrade 2.28

MORTH305

Providing earth work in embankment with approved materialsobtainedfromdepartmental landorothersourcesupto leadof50m. including all lifts, laying in layers of 20cm. to 30cm.thicknessbreakingclods,dressingtotherequiredlines,curves,grades&section,wateringandcompactionwithvibratoryrollerwith VSat attachment to achieve not less than 97 % ofstandardproctordensityetc.complete


RoadSubgrade 2.29

MORTH408

Supplying hard murum/ kankar at the road site, includingconveyingandstackingcomplete. MORTH408

CubicMetre 91 60

RoadSubgrade 2.30

MORTH408 Spreadinghardmurumforsidewidthetc.complete MORTH408

CubicMetre 21 21

RoadSubgrade 2.31

MORTH408

Compacting the hard murum side widths including laying inlayersoneachsidewithpowerrollerincludingartificialwateringetc.complete.


RoadSubgrade 2.32

MORTH404

Picking the road surface including sectioning etc. complete(WBMsurface.) MORTH404

SquareMetre 1 1

RoadSubgrade 2.33

MORTH501

Pickingtheroadsurfaceincludingsectioningetc.complete(BTsurface.) MORTH501

SquareMetre 14 13

RoadSubgrade 2.34

MORTH2504

Providing dry rubble stone pitching 23 cm (about 9" ) thickincludingallmaterial,quarryspalls, labouretc.complete.(leadtobeconsideredseperately)


RoadSubgrade 2.35

MORTH402

Providing, laying and spreading soil on a prepared sub grade,pulverizing,mixingthespreadsoilinplacewithrotavatorwith3per cent slaked limewithminimum content of 70 per cent ofCaO,gradingwithmotorgraderandcompactingwiththeroadroller at OMC to achieve at least 98 per cent of the max drydensitytoformalayerofsubbase.


RoadSubgrade 2.36

MORTH402

Providing, laying and spreading soil on a prepared sub grade,pulverizing, adding the designed quantity of cement to thespread soil, mixing in place with rotavator, grading with themotor grader and compacting with the road roller at OMC toachieve the desired unconfined compressive strength and toformalayerofsubbase/base.


6/16/2017 DSRReport



Rate(Rs./Unit)

StateDSR

Completed Labour

RoadSubgrade 2.37

MORTH402

Laying and spreading available soil in the subgrade on aprepared surface, pulverizing, mixing the spread soil in placewith rotavator with 3 per cent slaked lime having minimumcontentof70percentofCaO,gradingwithmotorgraderandcompactingwiththeroadrolleratOMCtothedesireddensitytoformalayerofimprovedsubgradeByMechanicalMeans


RoadSubgrade 2.38

MORTH402

Laying and spreading available soil in the subgrade on aprepared surface, pulverizing, mixing the spread soil in placewith rotavator with 3 per cent slaked lime having minimumcontentof70percentofCaO,gradingwithmotorgraderandcompactingwiththeroadrolleratOMCtothedesireddensitytoformalayerofimprovedsubgradeByManualMeans


RoadSubgrade 2.39

MORTH403

ConstructionofembankmentwithFlyashconformingtotable1of IRC: SP: 58 2001 obtained from coal or lignite burningthermalpowerstationsaswastematerial,spreadandcompactedin layer of 200mm thickness each at OMC, all as specified inIRC:SP:582001andasperapprovedplans.


RoadSubBaseandBaseCourse

3.01 MORTH401

Construction of granular subbase by providing close gradedMaterial,mixing inamechanicalmixplantatOMC, carriageofmixed Material to work site, spreading in uniform layers withmotor grader on prepared surface and compacting withvibratorypower roller to achieve thedesireddensity, completeasperclause401PlantMixMethodandGradingIMaterial



3.02 MORTH401

Construction of granular subbase by providing close gradedMaterial,mixing inamechanicalmixplantatOMC, carriageofmixed Material to work site, spreading in uniform layers withmotor grader on prepared surface and compacting withvibratorypower roller to achieve thedesireddensity, completeasperclause401PlantMixMethodandGradingIIMaterial



3.03 MORTH401

Construction of granular subbase by providing close gradedMaterial,mixing inamechanicalmixplantatOMC, carriageofmixed Material to work site, spreading in uniform layers withmotor grader on prepared surface and compacting withvibratorypower roller to achieve thedesireddensity, completeasperclause401PlantMixMethodandGradingIIIMaterial



3.04 MORTH401

Construction of granular subbase by providing close gradedmaterial, spreading in uniform layers with motor grader onpreparedsurface,mixingbymixinplacemethodwithrotavatorat OMC, and compacting with vibratory roller to achieve thedesireddensity, completeasper clause401 ByMix inPlaceMethodandGradingIMaterial


6/16/2017 DSRReport



Rate(Rs./Unit)

StateDSR

Completed Labour


3.05 MORTH401

Construction of granular subbase by providing close gradedmaterial, spreading in uniform layers with motor grader onpreparedsurface,mixingbymixinplacemethodwithrotavatorat OMC, and compacting with vibratory roller to achieve thedesireddensity, completeasper clause401 ByMix inPlaceMethodandGradingIIMaterial



3.06 MORTH401

Construction of granular subbase by providing close gradedmaterial, spreading in uniform layers with motor grader onpreparedsurface,mixingbymixinplacemethodwithrotavatorat OMC, and compacting with vibratory roller to achieve thedesireddensity, completeasper clause401 ByMix inPlaceMethodandGradingIIIMaterial



3.07 MORTH403

Lime, Fly ash Stabilized Soil SubBase Construction of SubbaseusinglimeFlyashadmixturewithgranularsoil,freefromorganic matter/ deleterious material or clayey silts and lowplasticityclayshavingPIbetween5and20andliquidlimitlessthan 25 and commercial dry lime, slaked at site or preslakedwithCaOcontentnotlessthan50percent,Flyashtoconformtogradationasperclause4.3ofIRC:881984, lime+Flyashcontent rangingbetween10 to30percent, theminimumunconfined compressive strength and CBR value after 28 dayscuringand4dayssoakingtobe7.5kg/sq,cmand25percentrespectively,allasspecifiedinIRC:881984.



3.08 MORTH403

Cement Treated Crushed Rock or combination as per clause403.2 and table 400.4 in Sub base/ Base Providing, layingand spreading Material on a prepared sub grade, adding thedesigned quantity of cement to the spreadMaterial,mixing inplace with rotavator, grading with the motor grader andcompactingwith the road rolleratOMC toachieve thedesiredunconfined compressive strength and to form a layer of subbase/basecourse



3.09 MORTH501.8.2.1Scarifying the existing granular road surface to a depth of 50mmbymanualmeansanddisposalof scarifiedmaterialwithinallliftsandleadsupto1000metres.

MORTH501.8.2.1

SquareMetre 25 15


3.10 MORTH202

Dismantling of flexible pavements and disposal of dismantledmaterialsuptoaleadof1000metres,stackingserviceableandunserviceable materials separately. By Mechanical Means etc.complete.


6/16/2017 DSRReport



Rate(Rs./Unit)

StateDSR

Completed Labour


3.11 MORTH202

Dismantlingofcementconcretepavementbymechanicalmeansusing pneumatic tools, breaking to pieces not exceeding 0.02cum in volume and stock piling at designated locations anddisposal of dismantledmaterials up to a lead of 1000metres,stacking serviceable andunserviceablematerials separately etc.complete.



3.12 MORTH309.3.7

Making50mmx25mmfurrows,45degreeto thecenter lineof the road and at one metre interval in the existing thinbituminouswearingcoarse includingsweepinganddisposalofexcavatedmaterialwithin1000metreslead

MORTH309.3.7 RunningMetre 9 6


3.13 MORTH309.3.7

Making50mmx50mmfurrows,45degreeto thecenter lineof the road and at one metre interval in the existing thinbituminouswearingcoarse includingsweepinganddisposalofexcavatedmaterialwithin1000metreslead

MORTH309.3.7 RunningMetre 11 9


3.14 MORTH404Brooming the W.B.M. surface by wire Brushes, coir brushers,dusting, cleaning etc. for receiving the bituminous treatmentcomplete.BroomingthewaterBoundMacadamsurfacebywire.



3.15 MORTH404

Providing, laying, spreading and compacting stone aggregatesof specific sizes to water bound macadam specificationincluding spreading in uniform thickness, hand packing, topropergradeandcamber,applyingandbroomingrequisitetypeofscreening/bindingMaterialstofilluptheintersticesofcoarseaggregate,wateringandcompactingwithIntelligentCompactorwithcompactionanalyzerandVSatattachment.totherequireddensity.ByManualMeansGradingI(UsingScreeningTypeA(13.2mm)Aggregate)



3.16 MORTH404

Providing, laying, spreading and compacting stone aggregatesof specific sizes to water bound macadam specificationincluding spreading in uniform thickness, hand packing topropergradeandcamber,applyingandbroomingrequisitetypeofscreening/bindingMaterialstofilluptheintersticesofcoarseaggregate,wateringandcompactingwithIntelligentCompactorwithcompactionanalyzerandVSatattachment.totherequireddensity. ByManualMeans Grading I (Using Screening Type B(11.2mm)Aggregate)


6/16/2017 DSRReport



Rate(Rs./Unit)

StateDSR

Completed Labour


3.17 MORTH404

Providing, laying, spreading and compacting stone aggregatesof specific sizes to water bound macadam specificationincluding spreading in uniform thickness, hand packing topropergradeandcamber,applyingandbroomingrequisitetypeofscreening/bindingMaterialstofilluptheintersticesofcoarseaggregate,wateringandcompactingwithIntelligentCompactorwithcompactionanalyzerandVSatattachment.totherequireddensity.ByManualMeansGradingII(UsingScreeningTypeB(11.2mm)Aggregate)



3.18 MORTH404

Providing, laying, spreading and compacting stone aggregatesof specific sizes to water bound macadam specificationincluding spreading in uniform thickness, hand packing topropergradeandcamber,applyingandbroomingrequisitetypeofscreening/bindingMaterialstofilluptheintersticesofcoarseaggregate,wateringandcompactingwithIntelligentCompactorwithcompactionanalyzerandVSatattachment.totherequireddensity.ByMechanicalMeansGradingI(UsingScreeningTypeA(13.2)mmAggregate)



3.19 MORTH404

Providing, laying, spreading and compacting stone aggregatesof specific sizes to water bound macadam specificationincluding spreading in uniform thickness, hand packing topropergradeandcamber,applyingandbroomingrequisitetypeofscreening/bindingMaterialstofilluptheintersticesofcoarseaggregate, watering and compacting ?with IntelligentCompactor with compaction analyzer and VSat attachment.tothe required density. By Mechanical Means Grading I (UsingScreeningTypeB(11.2mm)Aggregate)



3.20 MORTH404

Providing, laying, spreading and compacting stone aggregatesof specific sizes to water bound macadam specificationincluding spreading in uniform thickness, hand packing topropergradeandcamber,applyingandbroomingrequisitetypeofscreening/bindingMaterialstofilluptheintersticesofcoarseaggregate,wateringandcompactingwithIntelligentCompactorwithcompactionanalyzerandVSatattachment.totherequireddensity. By Mechanical Means Grading II (Using ScreeningTypeB(11.2mm)Aggregate)


6/16/2017 DSRReport



Rate(Rs./Unit)

StateDSR

Completed Labour


3.21 MORTH405

Crushed Cement Concrete Subbase / Base Breaking andcrushing of material obtained by breaking damaged cementconcreteslabs tosize rangenotexceeding75mmasspecifiedin table 400.7 transporting the aggregates obtained frombreaking of cement concrete slabs at a lead of 1 km., layingand compacting the same as sub base/ base course,constructedasWBMtoclause404excepttheuseofscreeningorbindingmaterial.



3.22 MORTH502

Penetration Coat Over Top Layer of Crushed Cement ConcreteBaseSprayingofbitumenovercleaneddrysurfaceofcrushedcement concrete base at the rate of 25 kg per 10 sqm by abitumenpressuredistributor,spreadingofkeyaggregatesattherateof0.13cumper10sqmbyamechanicalgritterandrollingthesurfaceasperclause506.3.8



3.23 MORTH406

Wet Mix Macadam Providing, laying, spreading andcompacting graded stone aggregate to wet mix macadamspecificationincludingpremixingtheMaterialwithwateratOMCinmechanicalmixplantcarriageofmixedMaterialbytippertosite, laying in uniform layers with paver in sub base / basecourseonwellpreparedsurfaceandcompactingwithvibratoryrollertoachievethedesireddensity.



3.24 MORTH407

Crusher Run Macadam Base Providing crushed stoneaggregate, depositing on a prepared surface by haulingvehicles, spreading andmixing with a motor grader, wateringandcompactingwithavibratoryrollertoclause410toformalayer of subbase/Base By Mix in Place Method for 53 mmmaximumsize



3.25 MORTH407

Crusher Run Macadam Base Providing crushed stoneaggregate, depositing on a prepared surface by haulingvehicles, spreading andmixing with a motor grader, wateringandcompactingwithavibratoryrollertoclause410toformalayer of subbase/Base By Mix in Place Method for 45 mmmaximumsize



3.26 MORTH407

Crusher Run Macadam Base Providing crushed stoneaggregate, depositing on a prepared surface by haulingvehicles, spreading andmixing with a motor grader, wateringandcompactingwithavibratoryrollertoclause410toformalayer of subbase/Base By Mixing Plant Method for 53 mmmaximumsize


6/16/2017 DSRReport



Rate(Rs./Unit)

StateDSR

Completed Labour


3.27 MORTH407

Crusher Run Macadam Base Providing crushed stoneaggregate, depositing on a prepared surface by haulingvehicles, spreading andmixing with a motor grader, wateringandcompactingwithavibratoryrollertoclause410toformalayer of subbase/Base By Mixing Plant Method for 45 mmmaximumsize



3.28 MORTH202

Dismantling of existing B.T. Surface (flexible Pavement) to adepth of 50 mm.by cold milling with Writgen or similar typemachine including loadingofdismantledmaterialbyautomaticconveyorbelttotransportvehicleatsiteexcludingleadcharges



3.29 MORTH502

Prime coat Providing andapplyingprimer coatwith bitumenemulsion on prepared surface of granular Base includingcleaning of road surface and spraying, primer at the rate of0.60kg/sqmusingmechanicalmeans.

MORTH502 SquareMetre 21 0.2


3.30 MORTH503

Providing and applying tack coat on the prepared surfaceheatingby fames inBoiler and sprayingbitumen set footed inbitumen boller on B.T. surface 2.5 kg/10 sqm.VG30 bulkbitumen

MORTH503 SquareMetre 12.5 0.3


3.31 MORTH503Providing and applying tack coat on the prepared surfaceheating by fames in Boiler and spraying bitumen with sprayeronDry/HungryB.T.surface3kg/10sqm.VG30bulkbitumen



3.32 MORTH503

Providing and applying tack coat on the prepared surfaceheating by flames in Boiler and spraying bitumenwith [email protected]/10sqmwithVG30bulkBitumen



3.33 MORTH503

Providing and applying tack coat on the prepared surfaceheating by flames in Boiler and spraying bitumenwith [email protected]/10sqmwithVG30bulkBitumen



3.34 MORTH503

Providingandapplyingtackcoatwithbitumenemulsion(RS1)using emulsion pressure distributer at the rate of 0.20 kg perSq.M. on the prepared bituminous cleaned with mechanicalbroom


6/16/2017 DSRReport



Rate(Rs./Unit)

StateDSR

Completed Labour


3.35 MORTH

Providing and constructing75mm. thickModifiedPenetrationMacadam(MPM)roadsurface includingallmaterials,preparingtheexistingroadsurface,spreading40mm.stonemetal layers30% crusher brokenmetal + 70%Hand broken (by breakingrubbleobtainedbyblasting)heatingandsprayingthebitumenof VG30 grade @ 2 Kg/sqm, spreading 12 mm.size chipscompactingwiththreewheelstaticrollerhavingweight8to10MT. to achive the desired degree of compaction as perTechnical Specification Clause 506 etc. complete. IncludingpickingofexistingWBMsurface.

MORTH SquareMetre 377 1


3.36 MORTH

Providingandconstructing75mm.thickModifiedPenetractionMacadam(MPM)roadsurface includingallmaterials,preparingtheexistingroadsurface,spreading40mm.stone layersmetal30% crusher broken metal + 70% Hand broken metal (Bybreaking Rubble obtained by blasting) , heating and sprayingthe bitumen of VG30 grade @ 2 kg / sqm , spreading12mm.size chips compacting with three wheel static rollerhaving weight 8 to 10 MT. to achive the desired degree ofcompaction as per Technical Specification Clause 506etc.complete, including applying tack coat of VG 10 gradebitumen at the rate of 0.30 Kg Sqm. on existing bitumensurface.



3.37 MORTH

Providing and constructing50mm. thickModifiedPenetrationMacadam(MPM)roadsurfaceincludingallmataerials,preparingthe existing road surface, spreading 40mm. stonemetal layers30% crusher brokenmetal + 70%Hand broken (by breakingrubbleobtainedbyblasting)heatingandsprayingthebitumenof VG30 grade @ 1.75 kg/sqm, spreading 12mm.size chipscompacting with static roller having weight 8 to 10 MT. toachive the desired degree of compaction as per TechnicalSpecification Clause 506 etc. complete. Including picking ofexistingWBMsurface.



3.38 MORTH

Providingandconstructing50mm. thickModified PenetrationMacadam(MPM)roadsurface includingallmaterials,preparingthe existing road surface, spreading 40mm. stone layersmetal30% crusher broken metal + 70% Hand broken metal (Bybreaking Rubble obtained by blasting) , heating and [email protected] / sqm, spreading12mm.sizechipscompactingwithStatic rollerhavingweight8 to10MT.to achive the desired degree of compaction as per TechnicalSpecificationClause506etc.complete, includingapplying tackcoatattherateof0.30KgSqm.(onexistingbitumensurface.)


6/16/2017 DSRReport



Rate(Rs./Unit)

StateDSR

Completed Labour


3.39 MORTH

Providing, laying and compactingof builtupspraygrout layer75 mm thick over prepared base consisting of two layerscomposite construction of compacted crushed coarseaggregates with application of bituminous binder of [email protected]/ Sqmafter each layer, ( i.e 1.520x2=3.04say 3.00 Kg/Sqm) and with key aggregates placed on top ofthesecondlayerandcompactingwithstaticroller8to10MT.Excludingcostoftackcoatandscarifyingetc.Complete.



3.40 MORTH504

BITUMINOUS MACADAM: Proving and laying bituminousmacadam using crushed aggregates of Grading 1, premixedwithbituminousbinder,transportedtositewithVTS,laidovera previously prepared surface, finished to the required grade,level,alignment,androllingtoachievethedesiredcompactionfor 80/100 mm compacted thickness with 3.3 % VG30Bitumen. USING80TPHBatchmix type hotmix plantwithSCADA, Sensor Paver, Intelligent Compactor with compactionanalyzerandVSatattachment.



3.41 MORTH504

BITUMINOUS MACADAM: Proving and laying bituminousmacadam using crushed aggregates of Grading 2, premixedwithbituminousbinder,transportedtositewithVTS,laidovera previously prepared surface, finished to the required grade,level,alignment,androllingtoachievethedesiredcompactionfor50/75mmcompactedthicknesswith3.4%VG30Bitumen. USING 80 TPH Batch mix type hot mix plant with SCADA,Sensor Paver, Intelligent Compactor with compaction analyzerandVSatattachment.



3.42 MORTH504

BITUMINOUS MACADAM:Providing and laying bituminousmacadamusingcrushedaggregateofGrading1,premixedwithbituminous binder, transported at site with VTS, laid over apreviously prepared surface , finished to the required grade,level, alignment,and rolling to achieve the desired density for80/100mmcompacted thicknesswith drummix typehotmixplant with SCADA having complying essential features of Hotmix plant as per IRC27 2009 specified conditions andattachments such as electronic load sensor based beltconveyers,automaticsynchronizationofbitumenandaggregatefedder,built in dust controller system and PLC for Drum Mixplant ,Sensor paver,and Vibratory roller excluding prime/Tackcoatetc.completeBitumenVG30grade3.30%


6/16/2017 DSRReport



Rate(Rs./Unit)

StateDSR

Completed Labour


3.43 MORTH504

BITUMINOUS MACADAM:Providing and laying bituminousmacadamusingcrushedaggregateofGrading2,premixedwithbituminous binder, transported at site with VTS, laid over apreviously prepared surface ,finished to the required grade,level,alignment,androllingtoachievethedesireddensity for50/75 mm compacted thickness with Using drummix typehotmix plantwith SCADA having complying essential featuresof Hotmix plant as per IRC272009 specified conditions andattachments such as electronic load sensor based beltconveyers,automaticsynchronizationofbitumenandaggregatefedder, built in dust controller system and PLC for Drum Mixplant, Sensor paver and Vibratory roller excluding prime/Tackcoatetc.completeBitumenVG30grade3.40%



3.44 MORTH505

DENSE BITUMINOUS MACADAM: Proving and laying densebituminous macadam using crushed aggregates of Grading 1,premixed with bituminous binder VG30 Bitumen @ 4.50 percent byweight of totalmix and filler, transported to sitewithVTS , laid over a previously prepared surface, finished to therequired grade, level, alignment, and rolling to achieve thedesireddensityfor76100mmcompactedthickness.USING80TPH Batchmix type hotmix plantwith SCADA, Sensor Paver,Intelligent Compactor with compaction analyzer and VSatattachmentwithStoneDustfiller.



3.45 MORTH505

DENSE BITUMINOUS MACADAM: Proving and laying densebituminous macadam using crushed aggregates of grading 2,premixed with bituminous binder VG30 Bitumen @ 4.50 percent byweight of totalmix and filler, transported to sitewithVTS , laid over a previously prepared surface, finished to therequired grade, level, alignment, and rolling to achieve thedesireddensity for50/75mmcompacted thickness .USING80TPH Batchmix type hotmix plantwith SCADA, Sensor Paver,Intelligent Compactor with compaction analyzer and VSatattachmentwithStoneDustfiller.


6/16/2017 DSRReport



Rate(Rs./Unit)

StateDSR

Completed Labour


3.46 MORTH505

DENSE BITUMINOUS MACADAM:Providing and laying densebituminous macadam using crushed aggregate of grading 1,premixedwithbituminousbinderBitumenVG30grade,@4.50%byweightoftotalmixandfiller,transportedatsitewithVTS,laidoverapreviouslypreparedsurface,finishedtotherequiredgrade ,level, alignment,and rolling to achieve the desireddensity for 76/100 mm compacted thickness with drum mixtype hot mix plant with SCADA having complying essentialfeatures of Hot mix plant as per IRC272009 specifiedconditions and attachments such as electronic load sensorbased belt conveyers, automatic synchronization of bitumenandaggregatefedder,builtindustcontrollersystemandPLCforDrum Mix plant ,Sensor paver, and Vibratory roller excludingprime/Tack coat etc. complete Bitumen VG30 grade withstonedustfiller



3.47 MORTH505

DENSE BITUMINOUS MACADAM:Providing and laying densebituminous macadam using crushed aggregate of grading 2,premixedwithbituminousbinder,@4.50%byweightof totalmix and filler, transported at site with VTS, laid over apreviously prepared surface , finished to the required grade,level, alignment,and rolling to achieve the desired density for50/75 mm compacted thickness with drum mix type hot mixplant with SCADA having complying essential features of Hotmix plant as per IRC272009 specified cond

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