Tenders

Tender Detailshttps://tender.eprocurement.gov.in/images/tblcurve.gif

Tender No. :CRP/CVL/RG-III/TN-10/2015-16 Dt.29.05.2015Tender Type :open

Name of Work :Providing cement concrete pavement in front of HEMM sheds in Base workshop of RGOCP-I, RG-III Area, Godavarikhani, Karimnagar District., Telangana StateECV(INR) :Rs. 7,736,682

percentage|View Allhttps://tender.eprocurement.gov.in/asp/tmsv2/images/tblCurveleft.gifpercentagehttps://tender.eprocurement.gov.in/asp/tmsv2/images/tblcurve.gifBOQ 1- 17 of 17 | First | Previous | Next | Last |

S.No.Specification No.QtyUnitRate(INR)Amount(INR)

1.16000Sqm3.6
(Rupeesthree and sixty paise only )21600

Clearing light jungle / Shrub jungle

Specification No.QtyUnitRate(INR)Amount(INR)

2.22000Cum41.4
(Rupeesforty one and forty paise only )82800

Excavation for roadway in soil by mechanical means (With Dozer) including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3 MORD / 301 MORTH.


3.3500Cum146.9
(Rupeesone hundred forty six and ninety paise only )73450

Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead up to 50m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting, etc. complete for finished item of work as per SS - 20 B (APSS 308). - For Ordinary Soil-Manual Means-Up to 3 m depth


4.42500cum31.5
(Rupeesthirty one and fifty paise only )78750

Conveyance charges of Earth - For 1 KM. Note:- 1). Loading charges to be applied for manual loading only. 2). Unloading/ stacking charges need not be paid for this material.


5.51125Cum2045.04
(Rupeestwo thousand forty five and four paise only )2300670

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification as per Table 400.11of MORTH including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion as per Technical Specification Clause 406 MORD / MORTH. (Material required per Cum : 45 to 22.4 mm metal -0.396 cum; 22.4mm to 2.36mm metal - 0.528cum; 2.36mm to 75microns metal - 0.396Cum)


6.6480Cum2517.09
(Rupeestwo thousand five hundred seventeen and nine paise only )1208203.2

Cement Concrete 1:4:8 with 40mm size Crushed Granite metal of approved hard quality including machine mixing and vibrating with mechanical vibrator finishing to the required camber for CC Pavement sub grade including necessary side shuttering etc., Complete for finished Item of work as directed ( Excluding Cost of Cement).(CA : 0.90 Cum, FA:0.45Cum)


7.74800Sqm13.7
(Rupeesthirteen and seventy paise only )65760

Supply of Separation Membrane of impermeable plastic sheeting 125 micron thick


8.81200Cum2795.09
(Rupeestwo thousand seven hundred ninety five and nine paise only )3354108

Cement Concrete M-35 design mix Concrete corresponding to IS 456 using Concrete Mixer using 20mm down size (65% of 20-10mm and 35% of 10-4.75mm) graded Crushed Granite metal including cost and conveyance of all materials to site and including machine mixing and vibrating with mechanical vibrators, finishing, and centering/shuttering charges, etc, (Excluding cost of Cement) for CC Pavements. Cement @ 420Kg/Cum of concrete is to be used. (CA : 0.90 Cum, FA:0.45Cum) Note:- Cost of steel reinforcement provided if any will be paid separately including its fabrication charges


9.926Tonne8892
(Rupeeseight thousand eight hundred ninety two only )231192

Labour charges for cutting, bending and binding reinforcement with contractors binding wire, and placing in position as directed by Engineer - in - charge including all leads, etc., complete


10.10130Cum321.2
(Rupeesthree hundred twenty one and twenty paise only )41756

Supply of Good Gravel ( Note: 1/6th will be deducted for voids from stacks)


11.11130Cum45.5
(Rupeesforty five and fifty paise only )5915

Construction of earthen / Gravel shoulders with available material including all lifts, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 305 MORTH using machinery like Dozer, water tanker, Three wheel 80-100 kN Static Roller etc.,


12.1226Tonne178.52
(Rupeesone hundred seventy eight and fifty two paise only )4641.52

Conveyance charges of Steel including loading & unloading charges - For 2 KM.


13.13582Tonne179.32
(Rupeesone hundred seventy nine and thirty two paise only )104364.24

Conveyance charges of Cement including loading & unloading charges - For 5 KM.


14.141164KMMT7.9
(Rupeesseven and ninety paise only )9195.6

Conveyance charges of Cement including loading & unloading charges - Beyond 5KM and up to 30 KM


15.1510RM357.6
(Rupeesthree hundred fifty seven and sixty paise only )3576

Providing expansion joints at every 72M or as directed by the Engineer-in-charge with full depths and width of expansion shall be 20 to 25mm with a tolerance of + / -1.5mm duly providing dowel bars of Required dia, length and spacing as per design. Dowel bars shall be covered with plastic sheathing of 0.5length +/- 50mm and the joints tobe filled with polymer based fillers and sealant including cost and conveyance of all materials to work site, labour charges, etc., complete for finished item of work and as directed by the Engineer-in-charge. (excluding the cost of dowel bars and their fabrication which will be paid separately) Note: All relevant MORT& H/ IRC codes to be followed.


16.16800RM83.5
(Rupeeseighty three and fifty paise only )66800

Providing longitudinal sawn joints by grooving with mechanical saw to a width of 3 to 5mm and depth of 1/3rd of thickness of concrete and operation should be carried out as soon as concrete is ready to accept the saw cut without trowelling including providing tie bars of Required dia, length and spacing as per design. Tie bars shall be coated with bitumen paint for 75mm on either side. The joints shall be filled with polymer based fillers and sealants including cost and conveyance of all materials to work site, Labour charges, etc., complete for finished item of work and as directed by the Engineer-in-charge (excluding the cost of Tie bars and their fabrication required which will be paid separately). Note: All relevant MORT& H/ IRC codes to be followed.


17.171000RM83.9
(Rupeeseighty three and ninety paise only )83900

Providing contraction sawn joints at every 4.50 m distance or as directed by Engineer In charge by grooving with mechanical saw, the width of 3 to 5mm and depths 1/3rd to 1/4th of thickness of concrete and operation should be carried out as soon as concrete is ready to accept the saw cut with out trowelling including providing dowel bars of Required dia, length and spacing as per design and covered with thin plastic sheathing of 2/3 length. The joint shall be filled with polymer based fillers and sealants as shown in the drawing and including cost and conveyance of all materials to work site, Labour charges, etc., complete for finished item of work and as directed by the Engineer-in-charge (excluding the cost of dowel bars and their fabrication required which will be paid separately). Note: All relevant MORT& H/ IRC codes to be followed.

ECV(INR): 7,736,682.00
( Rupeesseventy seven lacs thirty six thousand six hundred eighty two only )

Eligibility Criteriahttps://tender.eprocurement.gov.in/Images/tblcurve.gif

Registration with the Govt of AP as:G.O. Nos.Class Of Contractor

Not applicable

https://tender.eprocurement.gov.in/images/pixel.gif

To qualify for award of the contract, each bidder in its name should have in the last 5 years

Satisfactory completed as a prime contractor works under category,in any one financial year ending with , of value not less than :

((ECV x 50%) x (12 months/Period of Contract))Rs:7750000


Executed the following minimum quantities of work as a prime contract in any one year during the last 5 financial years ending with :ItemEstimated QuantityUnitsMinimum Required Quantity

All types of cement concrete items1680Cum1680


Availability of Key and Critical Equipment required for the work:Not Applicable


Availability of Key Personal required with experience in construction of similar civil, Engineering works :Not Applicable


Liquid Assets/Credit Facilities Possessed :Not Applicable


Bid Capacity Required :Rs:7736682

https://tender.eprocurement.gov.in/images/tblCurveleft.gifTender Detailshttps://tender.eprocurement.gov.in/images/tblcurve.gif

Tender No. :CRP/CVL/RG-III/TN-08/2015-16 Dt.27.05.2015Tender Type :open

Name of Work :Construction of retaining wall, foundation beds, platform etc., for 2 Nos 500 TPH feeder breakers inside the quarry including control rooms, sub-station sheds at Phase-II of RGOC-I, RG-III Area, Godavarikhani, Karimnagar Dist., Telangana State.ECV(INR) :Rs. 16,323,905



1.12500Sqm3.6
(Rupeesthree and sixty paise only )9000

Clearing light jungle / Shrub jungle


2.22000Cum96.3
(Rupeesninety six and thirty paise only )192600

Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead up to 50m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting, etc. complete for finished item of work as per SS - 20 B (APSS 308). - For Ordinary soils-Mechanical Means-Up to 3 m depth


3.3450Cum146.9
(Rupeesone hundred forty six and ninety paise only )66105

Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead up to 50m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting, etc. complete for finished item of work as per SS - 20 B (APSS 308). - For Ordinary Soil-Manual Means-Up to 3 m depth


4.4100Cum209.9
(Rupeestwo hundred nine and ninety paise only )20990

Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead up to 50m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting, etc. complete for finished item of work as per SS - 20 B (APSS 308). - For Ordinary rock (not requiring blasting)-Manual Means - For all Depths


5.51200cum31.5
(Rupeesthirty one and fifty paise only )37800

Conveyance charges of Earth - For 1 KM. Note:- 1). Loading charges to be applied for manual loading only. 2). Unloading/ stacking charges need not be paid for this material.


6.61350Cum20.9
(Rupeestwenty and ninety paise only )28215

Filling with excavated earth (excluding rock)/ Sand in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310) (cost of sand is to be paid separately)


7.7210Cum2582.19
(Rupeestwo thousand five hundred eighty two and nineteen paise only )542259.9

Cement Concrete 1:4:8 with 40 mm size Crushed Granite metal of approved hard quality in foundations or Plinths etc., Complete. (But Excluding Cost of Cement) - with concrete mixer (CA : 0.90 Cum, FA:0.45Cum)


8.8245Cum2793.89
(Rupeestwo thousand seven hundred ninety three and eighty nine paise only )684503.05

Reinforced Cement Concrete M-20 design mix Concrete corresponding to IS 456 using Concrete Mixer with 20mm down size (65% of 20-10mm & 35% of 10-4.75mm) graded Crushed Granite metal from approved quarry including cost and conveyance of all materials like sand, coarse aggregate, water etc., to site and including machine mixing and vibrating with mechanical vibrators, finishing, and centering/ shuttering charges, etc, (but excluding cost of steel reinforcement and its fabrication charges and Cost of Cement) (CA : 0.90 Cum, FA:0.45Cum). Cement @ 350Kg/Cum of concrete is to be used - For Floorings / Raft.


9.9210Cum5422.09
(Rupeesfive thousand four hundred twenty two and nine paise only )1138638.9

Reinforced Cement Concrete M-20 design mix Concrete corresponding to IS 456 using Concrete Mixer with 20mm down size (65% of 20-10mm & 35% of 10-4.75mm) graded Crushed Granite metal from approved quarry including cost and conveyance of all materials like sand, coarse aggregate, water etc., to site and including machine mixing and vibrating with mechanical vibrators, finishing, and centering/ shuttering charges, etc, (but excluding cost of steel reinforcement and its fabrication charges and Cost of Cement) (CA : 0.90 Cum, FA:0.45Cum). Cement @ 350Kg/Cum of concrete is to be used - For pedestals. (Effective length of which does not exceed 3 times the least lateral dimension).


10.1015Cum3108.79
(Rupeesthree thousand one hundred eight and seventy nine paise only )46631.85

Reinforced cement concrete grade M 20 Design Mix with 20mm down size (65% of 20-10mm and 35% of 10-4.75mm) graded crushed granite metal of approved hard quality including machine mixing, vibrating with necessary shuttering and centering charges, etc., Complete for finished Item of work as directed for Substructure of CD works i.e, abutments / piers / wing walls / returns / Bed blocks, etc., Up to a height of 5M complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH (but excluding cost of steel reinforcement and its fabrication charges and Cost of Cement) Cement @ 350Kg/Cum is to be used. (CA : 0.90 Cum, FA:0.45Cum)


11.1145Cum4817.89
(Rupeesfour thousand eight hundred seventeen and eighty nine paise only )216805.05

Reinforced Cement Concrete 1:2:4 with 20mm down size (65% of 20-10mm & 35% of 10-4.75mm) graded crushed granite metal of approved hard quality for precast RCC slabs, purlins, verandah posts, fencing posts etc. including machine mixing of Concrete, necessary shuttering, finishing etc including hoisting/fixing, cost and conveyance of all materials to work site, all labour charges, all operational incidental charges (excluding cost of steel and its fabrication charges and cost of cement) etc. complete for finished item of work, as directed. (CA : 0.90 Cum, FA:0.45Cum)


12.1225Tonne8892
(Rupeeseight thousand eight hundred ninety two only )222300

Labour charges for cutting, bending and binding reinforcement with contractors binding wire, and placing in position as directed by Engineer - in - charge including all leads, etc., complete


13.13300Cum2841.29
(Rupeestwo thousand eight hundred forty one and twenty nine paise only )852387

Cement Concrete 1:3:6 with 40mm down size (50% of 40-20mm, 30% of 20-10mm and 20% of 10-4.75mm) graded Crushed Granite metal of approved hard quality including machine mixing, vibrating, necessary Centering, shuttering charges etc., Complete for finished Item of work as directed for Side Walls of Drains or Basement/ Substructure of the Buildings (Excluding Cost of Cement) (CA : 0.90 Cum, FA:0.45Cum)


14.141300Cum3036.99
(Rupeesthree thousand thirty six and ninety nine paise only )3948087

Cement Concrete 1:3:6 with 40mm down size (50% of 40-20mm, 30% of 20-10mm and 20% of 10-4.75mm) graded Crushed Granite metal of approved hard quality including machine mixing, vibrating necessary Centering, shuttering etc., Complete for finished Item of work as directed for Filter Bed Side Walls and Retaining walls (Excluding Cost of Cement) (CA : 0.90 Cum, FA:0.45Cum)


15.1585Cum4277.59
(Rupeesfour thousand two hundred seventy seven and fifty nine paise only )363595.15

Cement Concrete 1:2:4 with 20mm down size (65% of 20-10mm & 35% of 10-4.75mm) of graded crushed granite metal of approved hard quality for Pedestals including machine mixing, vibrating with mechanical vibrators, centering/shuttering charges, etc, Complete. (But Excluding Cost of Cement) (CA : 0.90 Cum, FA:0.45Cum)


16.161750RM322.8
(Rupeesthree hundred twenty two and eighty paise only )564900

Supplying, Laying and Jointing of Unplasticised PVC pipes for potable water supply conforming to IS 4985/2000 (Third revision), with bell ends (socket) as per specifications including transportation to site of work and cost of specials & jointing materials, all taxes and duties, etc., (Test pressure 6 kg/cm2). - For 110 mm Dia


17.1715Cum5513.76
(Rupeesfive thousand five hundred thirteen and seventy six paise only )82706.4

Flyash Brick masonry with bricks of size 225x100x60mm with 50kg/cm2 Compressive strength in C.M.1:6 for superstructure including scaffolding etc., (But Excluding Cost of Cement ) complete.


18.1890Sqm95.82
(Rupeesninety five and eighty two paise only )8623.8

Plastering to brick masonry with cement mortar 1:6, 12mm thick including raking out of joints ( But Excluding Cost of Cement )


19.19550Sqm432.7
(Rupeesfour hundred thirty two and seventy paise only )237985

Flooring 100mm thick with CC 1:2:4 using 20mm Down size (65% of 20-10mm and 35% of 10 - 4.75mm) graded crushed granite metal of approved hard quality on existing concrete base, rendering smooth and including shuttering charges complete. (But Excluding Cost of Cement )


20.20275Sqm221.85
(Rupeestwo hundred twenty one and eighty five paise only )61008.75

Flooring 50 mm thick with CC 1:2:4 using 20mm Down size (65% of 20-10mm and 35% of 10 - 4.75mm) graded crushed granite metal of approved hard quality on existing concrete base, rendering smooth complete. (But Excluding Cost of Cement )


21.21115tonne22800
(Rupeestwenty two thousand eight hundred only )2622000

Fabrication of structural steel components like stanchions, built up columns, trestles, beams, trusses, N girders, chequered plate walk way etc., including all leads and lifts at site etc., with company's steel sections but with contractor's welding rods, bolts, rivets and all contingencies, power charges, etc., complete as per drawings and instructions of the Engineer in charge.


22.22115tonne20520
(Rupeestwenty thousand five hundred twenty only )2359800

Erecting company's steel stanchions, built up columns, trestles, beams, trusses, N girders, chequered plate walk way etc., with contractors tackle, derric, crane etc., complete


23.2311tonne15675
(Rupeesfifteen thousand six hundred seventy five only )172425

Fabrication of structural steel components like purlins, louvers, sag rods, rafters etc., including all leads and lifts at site etc., with company's steel sections but with contractor's welding rods, bolts, rivets and all contingencies, power charges, etc., complete as per drawings and instructions of the Engineer in charge.


24.2411tonne14107.5
(Rupeesfourteen thousand one hundred seven and fifty paise only )155182.5

Erecting company's steel purlins, louvers, sag rods, rafters etc., with contractors tackle, derric, crane etc., complete


25.252.1Metric Tonne51300
(Rupeesfifty one thousand three hundred only )107730

Supply of Structural Steel Angles/Channels /Beams/ Square Bars for the month of March -2015 (Including 14% CPOH) NOTE:-The rate is for material at site. The Basic rates are inclusive of sales tax


26.262100Kg27.4
(Rupeestwenty seven and forty paise only )57540

Fabrication and erection of compound wall gates, MS fencing posts on ground or on top of compound wall, cattle trap , MS holding down bolts, templates, in position etc., complete including cost of welding rods, power charges etc., complete.


27.271050Sqm910.9
(Rupeesnine hundred ten and ninety paise only )956445

Roofing / Side sheeting with 0.5mm thick galvanized/ pre painted G.I. profiled sheets or Galvanised Aluminium sheets fixed to the purlins with 14 size self drilling screws with neoprene washer including and cost and conveyance of all materials to site of work, all labour incidental and operational charges etc., complete (with / without Ridges/ Vally gutters) for finished item of work as directed. Side laps are stitched with self tapping / drilling screws. End laps are to be sealed with 25x3mm Butyl tape. The sheets are provided with anti capillary grove.


28.28200Cum106.3
(Rupeesone hundred six and thirty paise only )21260

Labour charges for formation of rock toe wall with Company's Rubble stone with initial lead of 50m and all lifts including all operational and incidental charges etc., complete as directed by the Engineer-in-charge.


29.29200cum12.2
(Rupeestwelve and twenty paise only )2440

Conveyance charges of Metal / Stone - For 2KM Note:- 1). The Basic rate of Material given in chapter 2 includes Loading charges, 1KM Initial lead. 2). Unloading/ stacking charges need not be paid for this material. However,Stacking charges for material to be added where stack measurements are to be made eg., WBM road works, pit material supply, metal filling in outdoor sub stations etc.,


30.303000Sqm127
(Rupeesone hundred twenty seven only )381000

Painting with Synthetic enamel paints of grade II paints to new Iron work, two coats including a base coat of Red oxide primer paint grade-1 making three coats in all, complete for finished item of work.


31.31200Sqm26.6
(Rupeestwenty six and sixty paise only )5320

White washing to New walls with Surya Cem / Equivalent Cem two coats complete for finished item of work.


32.32400Sqm29.1
(Rupeestwenty nine and ten paise only )11640

Colour washing to new walls with Surya Cem / Equivalent Cem, adding required colour two coats complete for finished Item of work.


33.33610Tonne179.32
(Rupeesone hundred seventy nine and thirty two paise only )109385.2

Conveyance charges of Cement including loading & unloading charges - For 5 KM.


34.341220KMMT7.9
(Rupeesseven and ninety paise only )9638

Conveyance charges of Cement including loading & unloading charges - Beyond 5KM and up to 30 KM


35.35151Tonne178.52
(Rupeesone hundred seventy eight and fifty two paise only )26956.52

Conveyance charges of Steel including loading & unloading charges - For 2 KM.

ECV(INR): 16,323,905.00
( Rupeesone crore sixty three lacs twenty three thousand nine hundred five only )

Eligibility Criteriahttps://tender.eprocurement.gov.in/Images/tblcurve.gif


Not applicable



Satisfactory completed as a prime contractor works under category,in any one financial year ending with , of value not less than :




All types of cement concrete items2410Cum1650


Availability of Key and Critical Equipment required for the work:Not Applicable


Availability of Key Personal required with experience in construction of similar civil, Engineering works :Not Applicable


Liquid Assets/Credit Facilities Possessed :Not Applicable




Tender No. :SE/R&B/ADB/06/2015-16, Dt: 25.05.2015Tender Type :open

Name of Work :Construction of Side Drains in Km 196/0-6 of Old NH 7 road in Adilabad town limitsECV(INR) :Rs. 3,661,966

https://tender.eprocurement.gov.in/asp/tmsv2/images/tblCurveleft.gifpercentagehttps://tender.eprocurement.gov.in/asp/tmsv2/images/tblcurve.gifBOQ 1- 6 of 6 | First | Previous | Next | Last |


1.MoRT&H specification 301(5th Revision)15461 Cum65.4
(Rupeessixty five and forty paise only )101108

Removal of unserviceable soils up to SDR including excavation, loading and disposal up to 1000 m etc., complete including (excluding seigniorage) charges for finished item of work as per MoRT&H specification 301(5th Revision) and as directed by the Engineer-in-Charge


2.MoRT&H specification 1500,1700, 2100 (5th Revision)1891 Cum5001
(Rupeesfive thousand one only )945189

Providing Plain Cement Concrete (1:3:6) mix using 40mm size HBT crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost and conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for base coarse


3.MoRT&H specification 1500,1700, 2200 (5th Revision)3341 Cum5387
(Rupeesfive thousand three hundred eighty seven only )1799258

Providing Vibrated Cement Concrete ( 1:3:6 ) using 40mm size HBT crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, (excluding seigniorage) conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2200 (5th Revision) and as directed by the Engineer-in-Charge for body walls


4.As directed by the engineer-in-charge11251 Sqm119
(Rupeesone hundred nineteen only )133875

Plastering in CM (1:4) 12 mm thick including cost and conveyance of all materials , seigniorage charges , labour charges , curing etc. complete for finished item of work as directed by the Engineer -in-Charge


5.MoRT&H specification 1500,1600,1700 & 2200 (5th revision )701 Cum6337
(Rupeessix thousand three hundred thirty seven only )443590

Vibrated reinforced cement concrete M 20 grade using 20mm & 10mm HBT crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost and conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 & 2200 (5th revision ) and as directed by the Engineer-in-Charge for Cover slabs over Side drains


6.MoRT&H specification 1600 & 2200, 2300 (5th revision)4.21 MT56892
(Rupeesfifty six thousand eight hundred ninety two only )238946

Providing HYSD bars ( Fe-415 ) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 & 2200, 2300 (5th revision) and as per I.S.1786 of 1985 for Super structure of R.C.C items.

ECV(INR): 3,661,966.00
( Rupeesthirty six lacs sixty one thousand nine hundred sixty six only )


Tender No. :T.No.2-17/TSMSIDC/2015-16, dt.29.04.2015Tender Type :open

Name of Work :Construction of building for Sub Registrar Office at Boath in Adilabad DistrictECV(INR) :Rs. 5,331,008

https://tender.eprocurement.gov.in/Images/tblCurveleft.gifEligibility Criteriahttps://tender.eprocurement.gov.in/Images/tblcurve.gif


G.O.MS No 178,I&CAD dated 27-9-1997II Class

G.O.MS No 132,T,R&B dated 11-8-1998II Class

G.O.MS 8, T, R&B dated 8-1-2003III Class

G.O.MS No 94, I&CAD dated 1-7-2003III Class



Satisfactory completed as a prime contractor works underBuildingscategory,in any one financial year ending with , of value not less than :




Earth work259ONE CUM170

PCC RCC VRCC400ONE CUM200

Brick Masonry120ONE CUM60


Availability of Key and Critical Equipment required for the work:Equipment Type RequiredCapacityQuantity Required

Steel centring300 SQM300

Pin vibrators1 NO1

Pan vibrators1 NO1

C.C mixers1 NO1

Weigh Batching units.1 No1


Availability of Key Personal required with experience in construction of similar civil, Engineering works :QualificationMinimum ExperienceNumber of Persons

Graduate Engineer(Civil/Mechanical)11

Graduate/Diploma Engineer(Civil/Mechanical)31


Liquid Assets/Credit Facilities Possessed :Rs:1777000




Tender No. :T.No.2-17/TSMSIDC/2015-16, dt.29.04.2015Tender Type :open

Name of Work :Construction of building for Sub Registrar Office at Boath in Adilabad DistrictECV(INR) :Rs. 5,331,008

percentage|View Allhttps://tender.eprocurement.gov.in/asp/tmsv2/images/tblCurveleft.gifpercentagehttps://tender.eprocurement.gov.in/asp/tmsv2/images/tblcurve.gifBOQ 1- 50 of 145 | First | Previous |Next|Last|


1.APSS 308259ONE CUM122
(Rupeesone hundred twenty two only )31598

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308).


2.APSS NO.309&310331ONE CUM463
(Rupeesfour hundred sixty three only )153253

Filling with carted gravel in trenches,sides of foundations and basement with initial lead in layers not exceeding 15cm thick,watering and ramming including cost and conveyance of water to work site and all peraitonal,incidental, labour charges,hire charges of T&P etc., and overheads & contractors profit complete for fnished item of work(APSS NO.309&310)


3.APSS NO.309&310207ONE CUM185
(Rupeesone hundred eighty five only )38295

Filling with useful available excavated earth (excluding rock) with a lead of 50 m in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operaitonal, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for fnished item of work (APSS NO.309&310)


4.APSS No. 40218ONE CUM3995
(Rupeesthree thousand nine hundred ninety five only )71910

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including sales & other taxes on all materials and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)


5.APSS No. 40245.2ONE CUM3764
(Rupeesthree thousand seven hundred sixty four only )170133

Plain Cement Concrete (1:5:10) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, sales & other taxes on all materials and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc.,and overheads & contractors profit complete for finished item of work. (APSS No. 402)


6.(APSS No. 601 & 61557ONE CUM2890
(Rupeestwo thousand eight hundred ninety only )164730

Random Rubble stone masonry in CM (1:8) prop: (Cement: Screened sand) using hard granite stones carted from approved quarry including cost and conveyance of all materials like cement, screened sand, water, stones etc., from approved quarry, to site, sales & other taxes on all materials including labour for cutting stones to required size and shape, mixing, of cement, mortar, construction, curing etc.,and overheads & contractors profit complete for finished item of work in foundation and basement. (APSS No. 601 & 615)


(Rupeeseight thousandthree hundred fifty seven only )320909

Supply and placing of the Design Mix Concrete M 25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and sales & other taxes on all materials , centering using Steel scaffolding pipes , jack props , wallers , Foot plates , brackets , steel centering plates etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc., and overheads & contractors profit complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) Footings


(Rupeeseight thousand seven hundred one only )52206

Supply and placing of the Design Mix Concrete M 25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and sales & other taxes on all materials , centering using Steel scaffolding pipes , jack props , wallers , Foot plates , brackets , steel centering plates etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc., and overheads & contractors profit complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) Column pedestals


(Rupeesten thousand two hundred eighty only )206628

Supply and placing of the Design Mix Concrete M 25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and sales & other taxes on all materials , centering using Steel scaffolding pipes , jack props , wallers , Foot plates , brackets , steel centering plates etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc., and overheads & contractors profit complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) Plinth Beams


(Rupeesnine thousand five hundred fifty one only )152816

Supply and placing of the Design Mix Concrete M 25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and sales & other taxes on all materials, centering using Casurina Ballies, Bamboos, Wooden Reapers, Runners, Wood Posts, Wall Plates etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, lifting of concrete manually, laying concrete, curing , overheads & contractors profit etc., complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) COLUMNS : un supported height up to 3.66 m First Floor


(Rupeesnine thousand eight hundred ninety eight only )12867

Supply and placing of the Design Mix Concrete M 25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and sales & other taxes on all materials, centering using Casurina Ballies, Bamboos, Wooden Reapers, Runners, Wood Posts, Wall Plates etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, lifting of concrete manually, laying concrete, curing , overheads & contractors profit etc., complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) COLUMNS : un supported height up to 3.66 m Second Floor


(Rupeesnine thousand seven hundred forty one only )19482

Supply and placing of the Design Mix Concrete M 25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and sales & other taxes on all materials, centering using Casurina Ballies, Bamboos, Wooden Reapers, Runners, Wood Posts, Wall Plates etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, lifting of concrete manually, laying concrete, curing , overheads & contractors profit etc., complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) LINTELS : First Floor


(Rupeesten thousand forty five only )2009

Supply and placing of the Design Mix Concrete M 25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and sales & other taxes on all materials, centering using Casurina Ballies, Bamboos, Wooden Reapers, Runners, Wood Posts, Wall Plates etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, lifting of concrete manually, laying concrete, curing , overheads & contractors profit etc., complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) LINTELS : Second Floor


(Rupeeseight thousand eight hundred seventy eight only )168682

Supply and placing of the Design Mix Concrete M 25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal(coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and sales & other taxes on all materials , centering using Casurina Ballies , Bamboos , Wooden Reapers , Runners , Wood Posts , Wall Plates etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, lifting of concrete manually, laying concrete, curing , overheads & contractors profit etc., complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) BEAMS : un supported height up to 3.66 m First Floor


15.APSS No. 40264ONE SQM1078
(Rupeesone thousand seventy eight only )68992

Supply and placing of the Design Mix Concrete M 25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal(coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and sales & other taxes on all materials , centering using Casurina Ballies , Bamboos , Wooden Reapers , Runners , Wood Posts , Wall Plates etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, lifting of concrete manually, laying concrete, curing , overheads & contractors profit etc., complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) Roof Slabs 125mm thick : un supported height up to 3.66 m First Floor


16.APSS No. 402241ONE SQM1231
(Rupeesone thousand two hundred thirty one only )296671

Supply and placing of the Design Mix Concrete M 25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal(coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and sales & other taxes on all materials , centering using Casurina Ballies , Bamboos , Wooden Reapers , Runners , Wood Posts , Wall Plates etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, lifting of concrete manually, laying concrete, curing , overheads & contractors profit etc., complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) Roof Slabs 150mm thick : First Floor


17.APSS No. 402, 403 & 90329ONE RM426
(Rupeesfour hundred twenty six only )12354

Supply and placing of the Design Mix Concrete M 25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including sales & other taxes on all materials , centering using Casurina Ballies , Bamboos , Wooden Reapers , Runners , Wood Posts , Wall Plates etc., for 60cm wide sun-shades 7.5cm thick at fixed end and 5cm thick at free end with an average thickness of 6.25cm including all operational, incidental and labour charges such as weigh batching, machine mixing, lifting of concrete manually, laying concrete, curing, overheads & contractors profit complete etc., but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402, 403 & 903) First Floor


18.APSS No. 402, 403 & 9033.3ONE RM439
(Rupeesfour hundred thirty nine only )1449

Supply and placing of the Design Mix Concrete M 25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including sales & other taxes on all materials , centering using Casurina Ballies , Bamboos , Wooden Reapers , Runners , Wood Posts , Wall Plates etc., for 60cm wide sun-shades 7.5cm thick at fixed end and 5cm thick at free end with an average thickness of 6.25cm including all operational, incidental and labour charges such as weigh batching, machine mixing, lifting of concrete manually, laying concrete, curing, overheads & contractors profit complete etc., but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402, 403 & 903) Second Floor


19.APSS No. 501 & 50416.1ONE CUM4857
(Rupeesfour thousand eight hundred fifty seven only )78198

Brick masonry for panel walls in superstructure with CM (1:8) prop: (Cement : Screened sand) using common burnt clay bricks of class as per Table- I of IS:1077-1992, Non- Modular or traditional size 23 x 11 x 7 cms from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials like cement, screened sand, bricks, water etc., to site, including sales & other taxes on all materials and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, etc.,and overheads & contractors profit complete for finished item of work. (APSS No. 501 & 504). Up to basement (For steps & ramp, sump & septic tank walls)


20.APSS No. 501 & 50451.5ONE CUM5197
(Rupeesfive thousand one hundred ninety seven only )267646

Brick masonry for panel walls in superstructure with CM (1:8) prop: (Cement : Screened sand) using common burnt clay bricks of class as per Table- I of IS:1077-1992, Non- Modular or traditional size 23 x 11 x 7 cms from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials like cement, screened sand, bricks, water etc., to site, including sales & other taxes on all materials and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, etc.,and overheads & contractors profit complete for finished item of work. (APSS No. 501 & 504). Superstructure : First Floor


21.APSS No. 501 & 5047.8ONE CUM5414
(Rupeesfive thousand four hundred fourteen only )42229

Brick masonry for panel walls in superstructure with CM (1:8) prop: (Cement : Screened sand) using common burnt clay bricks of class as per Table- I of IS:1077-1992, Non- Modular or traditional size 23 x 11 x 7 cms from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials like cement, screened sand, bricks, water etc., to site, including sales & other taxes on all materials and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, etc.,and overheads & contractors profit complete for finished item of work. (APSS No. 501 & 504). Superstructure : Second Floor


22.APSS No. of 501 & 50998ONE SQM679
(Rupeessix hundred seventy nine only )66542

Reinforced Brick Masonry for partition walls (11.0 cm thick) in CM (1:4) prop. (Cement : Screened sand) using common burnt clay bricks of class as per Table- I of IS:1077-1992, Non- Modular or traditional size 23 x 11 x 7 cms from approved source having minimum crushing strength of 40 Kg/Sq.cm and placing 2 Nos. of 6mm M.Splain rods in every third layer with free ends of the reinforcement pegged into mortar joints of main brick walls where applicable including cost and conveyance of all materials like cement, steel, sand, bricks, water etc., to site, including sales & other taxes on all materials, all operational, incidental charges such as labour charges for mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, etc., and overheads & contractors profit but excluding cost of steel and its fabrication charges complete for finished item of work. (APSS No. of 501 & 509) Internal walls : First Floor


23.APSS No. of 501 & 50955ONE SQM721
(Rupeesseven hundred twenty one only )39655

Reinforced Brick Masonry for partition walls (11.0 cm thick) in CM (1:4) prop. (Cement : Screened sand) using common burnt clay bricks of class as per Table- I of IS:1077-1992, Non- Modular or traditional size 23 x 11 x 7 cms from approved source having minimum crushing strength of 40 Kg/Sq.cm and placing 2 Nos. of 6mm M.S plain rods in every third layer with free ends of the reinforcement pegged into mortar joints of main brick walls where applicable including cost and conveyance of all materials like cement, steel, sand, bricks, water etc., to site, including sales & other taxes on all materials, all operational, incidental charges such as labour charges for mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, etc., and overheads & contractors profit but excluding cost of steel and its fabrication charges complete for finished item of work. (APSS No. of 501 & 509) Internal walls : Second Floor


(Rupeesfive thousand one hundred one only )5611

Plain Cement Concrete (1:3:6) nominal mix using 20mm size graded machine crushed hard granite metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry including cost and conveyance of all materials like cement, fine aggregate(sand), coarse aggregate, water etc. to site, including sales & other taxes on all materials and including all charges for mixing, laying concrete in position, curing etc., & lift charges , and overheads & contractors profit for Bed Blocks & Hold Fasts for finished item of work. (APSS No. 402) First Floor


(Rupeesfive thousand one hundred seventy eight only )1036

Plain Cement Concrete (1:3:6) nominal mix using 20mm size graded machine crushed hard granite metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry including cost and conveyance of all materials like cement, fine aggregate(sand), coarse aggregate, water etc. to site, including sales & other taxes on all materials and including all charges for mixing, laying concrete in position, curing etc., & lift charges , and overheads & contractors profit for Bed Blocks & Hold Fasts for finished item of work. (APSS No. 402) Second Floor


26.APSS No. 402 & 4030.8ONE CUM6227
(Rupeessix thousand two hundred twenty seven only )4982

Plain Cement Concrete M 20 design mix using WEIGH BATCHER / MIXER, 20mm size hard granite machine crushed graded metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site including steel centering, shuttering, machine mixing, lift charges, laying concrete,vibrating, curing, overheads & contrctors profit etc., complete for finished item of work (APSS No. 402 & 403) for steps First Floor


27.APSS No. 402 & 4030.4ONE CUM6265
(Rupeessix thousand two hundred sixty five only )2506

Reinforced Cement Concrete M 20 design mix using 12mm size hard granite machine crushed graded metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete using WEIGH BATCHER / MIXER including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site including steel centering, shuttering, machine mixing, laying concrete, lift charges, curing etc., and overheads & contractors profit complete for finished item of work (APSS No. 402 & 403) for sill slabs. First Floor


28.APSS No. 402 & 4034ONE SQM439
(Rupeesfour hundred thirty nine only )1756

Reinforced Cement Concrete M 20 design mix using 12mm size hard granite machine crushed graded metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete using WEIGH BATCHER / MIXER including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site including steel centering, shuttering, labour charges such as weigh batching, machine mixing, laying concrete, lift charges, curing etc., and overheads & contractors profit complete for finished item of work (APSS No. 402 & 403) for platforms and shelves. 50mm thick platforms : First Floor


29.APSS No. 402 & 4034ONE SQM220
(Rupeestwo hundred twenty only )880

Reinforced Cement Concrete M 20 design mix using 12mm size hard granite machine crushed graded metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete using WEIGH BATCHER / MIXER including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site including steel centering, shuttering, labour charges such as weigh batching, machine mixing, laying concrete, lift charges, curing etc., and overheads & contractors profit complete for finished item of work (APSS No. 402 & 403) for platforms and shelves. 25mm thick shelves : First Floor


30.APSS No.12614ONE MT61188
(Rupeessixty one thousand one hundred eighty eight only )856632

Providing Thermo Mechanically Treated (TMT) (Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc. ,and overheads & contractors profit complete for finished item of work.( APSS No.126) First Floor


31.APSS No.1260.24ONE MT61831
(Rupeessixty one thousand eight hundred thirty one only )14839

Providing Thermo Mechanically Treated (TMT) (Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc. ,and overheads & contractors profit complete for finished item of work.( APSS No.126) Second Floor


32.APSS No.1260.35ONE MT62385
(Rupeessixty two thousand three hundred eighty five only )21835

Providing Mild steel (MS) steel bars (Fe 250 grade as per IS 432) of different diameters including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc. ,and overheads & contractors profit complete for finished item of work.( APSS No.126) First Floor


33.APSS No.1260.2ONE MT63028
(Rupeessixty three thousand twenty eight only )12606

Providing Mild steel (MS) steel bars (Fe 250 grade as per IS 432) of different diameters including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such asoverlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc. ,and overheads & contractors profit complete for finished item of work.( APSS No.126) Second Floor


34.SS 901,903 & 904293ONE SQM131
(Rupeesone hundred thirty one only )38383

Ornamental ceiling plastering 12mm thick single coat in CM (1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site, including sales & other taxes on all materials, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904) First Floor


35.SS 901,903 & 904372ONE SQM281
(Rupeestwo hundred eighty one only )104532

Plastering 12mm thick in two coats using screened sand with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, including sales & other taxes on all materials, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting grooves as directed by Engineer - in - charge etc., and overheads & contractors profit complete for finished item of work. (SS 901,903 & 904) First Floor


36.SS 901,903 & 90436ONE SQM305
(Rupeesthree hundred five only )10980

Plastering 12mm thick in two coats using screened sand with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, including sales & other taxes on all materials, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting grooves as directed by Engineer - in - charge etc., and overheads & contractors profit complete for finished item of work. (SS 901,903 & 904) Second Floor


37.SS 901,903 & 904247ONE SQM304
(Rupeesthree hundred four only )75088

Plastering 20mm thick in two coats using screened sand with base coat of 16mm thick in CM(1:6) and top coat of 4mm thick in CM(1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, including sales & other taxes on all materials, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting grooves as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work .(SS 901,903 & 904) First Floor


38.SS 901,903 & 904259ONE SQM304
(Rupeesthree hundred four only )78736

Plastering 20mm thick in two coats for weather exposed exterior walls using screened sand with base coat of 16mm thick in CM(1:6) and top coat of 4mm thick in CM(1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, including sales & other taxes on all materials, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting grooves as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work .(SS 901,903 & 904) First Floor


39.SS 901,903 & 904181ONE SQM329
(Rupeesthree hundred twenty nine only )59549

Plastering 20mm thick in two coats for weather exposed exterior walls using screened sand with base coat of 16mm thick in CM(1:6) and top coat of 4mm thick in CM(1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, including sales & other taxes on all materials, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting grooves as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work .(SS 901,903 & 904) Second Floor


40.SS 901,903 & 90467ONE SQM178
(Rupeesone hundred seventy eight only )11926

Plastering 20mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site, including sales & other taxes on all materials, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work .(SS 901,903 & 904) for basement :


41.APSS No. 901 & 903340ONE SQM335
(Rupeesthree hundred thirty five only )113900

Providing impervious coat to exposed RCC roof slab surfaces to required slopes with CM (1:3) prop. using screened sand 20mm thick (average) mixed with water proofing compound manufactured by reputed manufacturers as approved by Engineer-in-charge at 1 Kg per one bag of cement, laid over roof slab when it is green, finished smooth with a floating coat of neat cement and thread lining at regular intervals of 45cmx45cm including cost and conveyance of all materials like cement, sand, water proofing compound, water etc., to site, including sales & other taxes on all materials and operational, incidental, and labour charges for mixing mortar, laying, lift charges, rendering smooth and thread lining, curing including rounding off junctions of wall and slab etc., and overheads & contractors profit complete for finished item of work. (APSS No. 901 & 903). First Floor


42.APSS NO.403&90310ONE SQM1139
(Rupeesone thousand one hundred thirty nine only )11390

RCM facia 50mm thick using screened sand for drop walls, fins with rabbit wire mesh & nomianl reinforcement as directred by Engineer - In - Charge with dubara sponge finishing,including cost and conveyance of all materials to site, sales & othertaxes on all materials,operationals &incidental,cost and conveyance of cement,wire mesh,water to work site,centering,scaffolding and form work,lift charges etc., and overheads & contractors profit complete for finished item of work but excluding cost of steel and its fabrication charges for finished item of work(APSS NO.403&903) First Floor


43.APSS No.703 & 701125ONE SQM604
(Rupeessix hundred four only )75500

Flooring with polished shahabad / Tandur stone slabs of 15mm to 18mm thick 0.457m x 0.457m or any other size as specified set over a base coat of CM (1:8) , 12mm thick using screened sand over already laid CC bed / RCC roof slab including neat cement slurry of honey like consistency spread @ 3.3 Kgs per Sqm and jointed with neat cement to full depth including cost and conveyance of all materials like cement, sand, water, flooring stones etc. complete including sales & other taxes on all materials including all labour charges like dressing of flooring stones to the required size, mixing of cement mortar, laying, lift charges , cost of base coat, water charges etc., and overheads & contractors profit complete for finished item of work. (APSS No.703 & 701) First Floor


44.APSS No.701 & 7078ONE SQM872
(Rupeeseight hundred seventy two only )6976

Flooring with ceramic tiles 7.30mm thick , 1st quality and of size not less than 300mm x 300mm as approved by Engineer-in-charge, set over base coat of cement mortar (1:8), 12mm thick using screened sand over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3 Kgs per Sqm & jointed neatly with white cement paste to full depth mixed with pigment of matching shade, including cost of all materials like cement, screened sand , water and tiles etc., and overheads & contractors profit complete for finished item of work (in toilets). (APSS No.701 & 707) First Floor


45.APSS No.701 & 707131ONE SQM1086
(Rupeesone thousand eighty six only )142266

Flooring with vitrified polished floor tiles of 1st quality and make as approved by Engineer-in-charge of size not less than 598 mm x 598 mm , 8mm thickness regular finish and normal colours with borders and design as per the approved flooring pattern as directed by the Engineer-In -Charge, laying tiles using spacers of 2mm thick, set over a base coat of CM (1:8) prop. 12mm thick using screened sand over CC bed already laid or RCC roof slab , including neat cement slurry of honey like consistancy spread @ 3.3 kgs per Sqm. and jointed neately with white cement paste to full depth mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water, tiles, white cement etc., to site (excluding cost of C.C. bed) including cost of base coat and all labour charges for mixing of cement mortar, laying tiles to required slope as directed by the Engineer- in-charge etc.,and overheads & contractors profit complete for finished item of work. (APSS No.701 & 707) First Floor


46.NA30ONE SQM685
(Rupeessix hundred eighty five only )20550

Flooring with chequered terrazo tiles of 30mm thick (dark shade) of size 0.305m x 0.305m set over base coat of cement mortar (1:6), 12 mm thick using screened sand over CC bed alredy laid or RCC roof slab including neat cement slurry of honey like consistency spread @ 3.3 kgs per sqm and jointed with neat white cement to full depth mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water and tiles etc.,and overheads & contractors profit complete for finished item of work. First Floor


47.APSS No.703 & 70118ONE SQM667
(Rupeessix hundred sixty seven only )12006

Providing polished shahabad / Tandur stone slabs of 15mm to 18mm thick in single piece as specified set over a base coat of CM (1:5) , 12mm thick using screened sand over already laid CC bed / RCC roof slab including neat cement slurry of honey like consistency spread @ 3.3 Kgs per Sqm and jointed with neat cement to full depth including cost and conveyance of all materials like cement, sand, water, flooring stones etc. complete including sales & other taxes on all materials including all labour charges like dressing of flooring stones to the required size, flat nosing the edges, mixing of cement mortar, laying, lift charges , cost of base coat, water charges etc., and overheads & contractors profit complete for finished item of work for treads and risers. (APSS No.703 & 701) Treads of 0.30m wide : First Floor


48.APSS No.703 & 7019.3ONE SQM625
(Rupeessix hundred twenty five only )5813

Providing polished shahabad / Tandur stone slabs of 15mm to 18mm thick in single piece as specified set over a base coat of CM (1:5) , 12mm thick using screened sand over already laid CC bed / RCC roof slab including neat cement slurry of honey like consistency spread @ 3.3 Kgs per Sqm and jointed with neat cement to full depth including cost and conveyance of all materials like cement, sand, water, flooring stones etc. complete including sales & other taxes on all materials including all labour charges like dressing of flooring stones to the required size, flat nosing the edges, mixing of cement mortar, laying, lift charges , cost of base coat, water charges etc., and overheads & contractors profit complete for finished item of work for treads and risers. (APSS No.703 & 701) Risers of 0.15m height : First Floor


49.APSS No.701 &70794ONE RM62
(Rupeessixty two only )5828

Providing skirting to internal walls to 10.00 cm height with Polished Shahabad/Tandur stone slabs 15mm to 18mm thick, length equal to flooring stones set over base coat of CM(1:5) 12 mm thick using screened sand with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointing with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., complete and overheads & contractors profit complete for finished item of work.(APSS No.701 &707) First Floor


50.APSS No.701 &70783ONE RM90
(Rupeesninety only )7470

Providing skirting to internal walls to 10 cm height with vitrified tiles 8mm thick , regular finish and normal colour, length equal to flooring tiles, set over base coat of CM(1:5) 12 mm thick using screened sand with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointing with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc.,and overheads & contractors profit complete for finished item of work.(APSS No.701 &707) First Floor

ECV(INR): 5,331,008.00
( Rupeesfifty three lacs thirty one thousand eight only )


Tender No. :NIT No. SE/R&B/ADB/ 05/2015-16 Dt: 25.05.2015Tender Type :open

Name of Work :Periodical Repairs to Jamgaon - Chapral road from Km 0/0 to 3/8 in Adilabad District. (5th call)ECV(INR) :Rs. 4,570,490



1.MoRT&H Specification 305.4.3 (5th Revision)24321 Sqm7.8
(Rupeesseven and eighty paise only )18970

Scarifying the existing B.T surface to a depth of 50 mm by Mechanical means and disposal of scarified material with all leads and lifts upto 1000 Mtrs as per MoRT&H (5th Revision) Specn. No.305.4.3


2.MoRT&H Specification 406 (5th Revision)3651 Cum2391
(Rupeestwo thousand three hundred ninety one only )872715

Providing, Laying, Spreading and compacting graded HBT crushed stone aggregate to Wet Mix Macadem specification including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification 406 (5th revision) for finished item of work)


3.MoRT&H Specification 502 (5th revision)24321 Sqm31.8
(Rupeesthirty one and eighty paise only )77338

Providing and applying Prime coat with bitumen emulsion (Medium setting) bulk using emulsion pressure distributor on prepared surface of Granular base including cleaning of road surface and spraying emulsion at the rate of 0.70 Kg/sqm using emulsion pressure distributor for finished item of work as per MoRT&H specification 502 (5th Revision) and as directed by the Engineer - in charge.


4.MoRT&H Specification 503 (5th revision)119821 Sqm10.6
(Rupeesten and sixty paise only )127009

Providing and applying tack coat with bitumen VG-10 grade (Bulk) using bitumen pressure distributor at the rate of 0.20 kgs per sqm on the prepared bituminous/granular surface cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (5th revision) and as directed by the Engineer-in-Charge.


(Rupeeseight thousand eight hundred eighty four only )3198240

Providing 30mm thick compacted Bituminous Concrete with 100-120 TPH batch type hot mix plant/ 40-60 TPH hot mix plant using HBT crushed aggregates of Grading 2 as per table 500-17 of specification 507 of MoRT&H (5th revision), premixed with bitumen VG-30 grade @ 5.4% of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge


(Rupeesone hundred sixty seven only )276218

Construction of earthen shoulders with selective soils obtained from borrowed area with 5 km leads with MDD of 17.5 KN/Cum from approved sources, sectioning, grading and consolidation with 8 to 10 Tonnes vibratory road roller @ OMC to meet requirement of table 300-2of MORT&H including all hire and operational charges of T&P , complete for finished item of work as per MORT&H specification 305 (5th revision) (Payment will be made based on levels for finished item of work)

ECV(INR): 4,570,490.00
( Rupeesforty five lacs seventy thousand four hundred ninety only )


Tender No. :e-NIT No. 3101/ADB-3/DCE(R)/EE-R/DEE-V/AE-1/2015-16, Date.21.05.2015Tender Type :open

Name of Work :Construction of High level bridge at Km 24/2 of PWD "X" road to Kapri in Adilabad DistrictECV(INR) :Rs. 26,793,126



1.MoRT&Hspecflcation 30411181cum30.8
(Rupeesthirty and eighty paise only )34434

Bridge Proper (5V of 10M eff. span without Foot Paths): Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per MORTH specification no.304 ln ordinary soils upto SDR soils using machinery Depth up to 3M (excluding dewatering)


2.MoRT&Hspecflcation 3042831cum34.3
(Rupeesthirty four and thirty paise only )9707

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per MORTH specification no.304 ln ordinary soils upto SDR soils using machinery. 3M to 6M depth (including dewatering)


3.MORTH specification no 2100401cum5887
(Rupeesfive thousand eight hundred eighty seven only )235480

PCC (1:3:6) nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, Placed in foundation and compacted by vibration including curing complete as per MORT&H spn.no.2100


4.MORT&H specification Nos.1500, 1700 & 21005991cum6756
(Rupeessix thousand seven hundred fifty six only )4046844

Vibrated cement concrete in Open foundation complete as per Drawing and technical specificationsas per MORT&H specification Nos 1500 1700 & 2100 VCC M-15. Footings of Abutments, Piers & Wing walls


5.MoRT&H SpeCification 1500,1700 & 22005431cum7146
(Rupeesseven thousand one hundred forty six only )3880278

Vibrated cement concrete in Substructure complete as per Drawing and technical specifications as per MORT&H specification Nos.1500, 1700 & 2200 VCC M-15- sub structure of Abutments, Piers & Wing walls


6.MoRT&H SpeCification 1500,1700&220051cum8033
(Rupeeseight thousand thirty three only )40165

Vibrated Reinforced cement concrete in Sub structure complete as per Drawing and technical specifications as per MORT&H specification Nos 1500 1700 & 2200 VRCC M-20- Substructure Bed blocks & backing walls Height up to 5m


7.MoRT&H SpeCification 1500,1700&2200191cum8325
(Rupeeseight thousand three hundred twenty five only )158175

Vibrated Reinforced cement concrete in Sub structure complete as per Drawing and technical specifications as per MORT&H specification Nos 1500 1700 & 2200 VRCC M-20- Substructure Bed blocks & backing walls Height 5m to 10m


8.MoRT&H SpeCification 1500,1600 & 17005321cum9379
(Rupeesnine thousand three hundred seventy nine only )4989628

Furnishing and placing reinforced cement concrete VRCC M30 super structure as per Drawing and technical specifications as per MORT&H specification Nos 1500, 1600 & 1700 and as per M.O T DRG No SD/114 excluding cost of steel and fabrication charges Kerbs over wings


9.MORT&H specification Nos 1500, 1600 & 170031cum7972
(Rupeesseven thousand nine hundred seventy two only )23916

Furnishing and placing reinforced cement concrete VRCC M30 super structure as per Drawing and technical specifications as per MORT&H specification Nos 1500, 1600 & 1700 and as per M.O T DRG No SD/114 excluding cost of steel and fabrication charges Height up to 5m


10.MORT&H specification Nos 1500, 1700 & 22001201Rm914
(Rupeesnine hundred fourteen only )109680

Vibrated Reinforced cement concrete in Super structure complete as per Drawing and technical specifications as per MORT&H specification nos 809, 1500, 1700 & 2200 VRCC M-35-For Crash Barrier excluding cost of steel and its fabrication charges as per approved drawing R&B/D&P/ROB's/RCC/PPT/18/2010, Dt:29-09-2010


11.MoRT&H SpeCification 2700111cum6496
(Rupeessix thousand four hundred ninety six only )71456

PCC M15 Grade LEVELLING COURSE below approach slab complete as per drawing and technical specifications as per MoRT&H Specification No 2700


12.MoRT&H Specification 1500,1700, & 2100291cum7944
(Rupeesseven thousand nine hundred forty four only )230376

Reinforced cement concrete approach slab excluding reinforcement and complete as per drawing and technical specifications as per drg no. SD 102 & 104 and as per MoRT&H Specification 1500,1700, & 2100 - M-30 grade


13.MoRT&H Specification 1500,1600, 1700&2702411cum7874
(Rupeesseven thousand eigh

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