Water Resources Department Tender

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Water Resources Department - WRD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date16 Nov 2024
Closing Date26 Nov 2024
Tender Amount₹ 13,67,686 
Notes
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Costs

Description

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Providing, laying, spreading and compacting stone aggregates of 53mm to 22.4 mm size to water bound macadamspecification for Grade-III mealling in unifrom thickness, hand packing,rolling with 3 wheeled steel roller 8-10 tonnesinstages to proper grade and camber,applying and brooming requisite type ofscreening/binding materials to fill up theinterstices ofcoarseaggregate,wateringand compacting to the required density asper Clause 404 of MoSRT&HSpecifications for Road & Bridge works

93.75

2517

235973.44

... More
Cleaning the granular base surface with removal of the binding materials & other foreign materials with brooms or soft brushes and finally dusting with old gunny bags and /or compressed air to receive bituminous including cost of brooms/brushes etc complete as per specification and the direction of the Engineer-in-charge.

1250

22

27875

... More
Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spreading primer at the rate of 0.60kg/sqm using mechanical means as per clause 502 of MoSRT &H specifications for road and bridge works (4th revision) including all cost, conveyance, royality, cess and all taxes etc complete as per the direction of the Engineer -in- charge.

1250

35

44250

... More
Providing and applying tack coat with bitumen emulsion pressure distributor at the rate of 0.20kg/sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MoSRT &H specifications for road and bridge works (4th revision) including all cost, conveyance, royality, cess and all taxes etc complete as per the direction of the Engineer -in- charge.

1250

12

15125

... More
Providing and laying 20mm thick premix carpet using 0.23 cum of 13.20mm to 5.6 mm size crushed stone chipping and 12.70 kg penetration grade of bitumen for 9.29 sqm including hire and running charges of PRR with cost,conveyance ,royality and taxes of all materials etc. complete.as per specification and the direction of the Engineering-in-charge.

1250

175

219500

... More
Providing and laying 6mm thick pre-coated seal coat Type-B using 0.06 cum of 6.7mm size chips as per sieve analysis and 6.80 kg of bitumen for 10.00 sqm including hire and running charges of PRR,hot mix plant,tar boiler and all T&P materials including cost,conveyance,royality,taxes of all materials etc. complete.as per specification and the direction of the Engineering-in-charge.

1250

83

104000

... More
Blinding road surface with sand 6mm thick over seal coat including cost,conveyance,royality ,cess & taxes ,T&P of all materials etc.complete.as per specification and the direction of the Engineer-in-charge.

1250

5

7125

... More
Earth work in excavation in approved type of soil in borrow area by mechanical means, loading the earth into the transporting vehicle, transporting of the earth to the filling zone of the canal section within 5 K.M lead with all lifts and de lifts, un loading the earth from the transport vehicle in the canal section as per drawing and specifications spreading in layers not exceeding 23 cm thick breaking clods to maximum 5 cm to 7 cm size including removal of roots shrubs, bushes and debris from the earth including cost, labour charges, T&P materials, royalty, taxes etc.. complete as directed by the Engineer – in – charge. (Measurements & Payment will be made on the level section only)

287.5

151

43441.25

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Earth work in excavation in all kinds of soil by manual labour as per drawing & specification with all leads, lifts, de lifts & laying in layers not exceeding 0.3m in depth including rough dressing & breaking the clods to maximum 5 to 7cm size on the spoil bank/canal bank /canal bed as necessary etc. complete as directed by the Engineer-in-charge (Measurement and payment will be made on the level section) only.

18

270

4876.2

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Filling in foundation and plinth with previous excavated earth in layers not exceeding 22.5 cm thick including watering and ramming with all lead, lift and de-lifts etc. complete as per the direction of the Engineer-in-charge

3.6

732

2638.44

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Providing cement concrete of M-15 grade using 40mm & down graded Crusher broken hard granite metal from approved quarry and of approved quality free from weathered skin & foreign materials mixing them properly using concrete mixer including laying in position and compacting by vibrators with all cost, conveyance, royalty& taxes of all materials with all leads, lifts, delifts including watering and curing , labour charges , cess & all T&P materials etc complete as per specification & as directed by the Engineer-In-charge.

7.2

4840

34854.48

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Supplying, fitting and placing uncoated HYSD bar reinforcement including labour for cutting, bending, binding, straightening & tying the grills & placing in position as per drawing & specification and all other necessary operation with labour & cost, conveyance, royalty, cess, taxes of all materials including cost of binding wire 18 to 20 gauge etc. complete as directed by the Engineer-in-charge

6.26

8723

54610.99

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P.C.C. M15 A20grade with crusher granite coarse aggregate of size 20mm down graded from approved quailty free from weatther skin and foreign materials with cost, conveyance, cess and taxes of all materials etc. Complete. As per the direction of the Engineer-in charge

20.25

5158

104457.6

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Filling in foundation and plinth with previous excavated earth in layers not exceeding 22.5 cm thick including watering and ramming with all lead, lift and de-lifts etc. complete as per the direction of the Engineer-in-charge

10.8

112

1209.6

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Rigid & Smooth centering & Shuttering for C.C. works including false works & dismantling them after specified date of casting including cost, conveyance, royalty, taxes of all materials labour charges and T&P etc complete with disposal of debris clear out of work site as directed by the Engineer- in-charge

108.6

247

26878.5



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