Water Resources Department Tender
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Costs
EMD
₹ 3,27,491Document Cost
₹ 2,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2024_WR_127866_2Bid Award Id
ViewTender No
04Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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BOQ Items
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
338.48
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Extra bitumen painting at 0.69 kg per sqm. Priming coat as per IS 3384-1985 for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specifications and engineer-in-charge.
797.36
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-
Dressing of side slopes and preparation of sub grade for lining complete in all respect as per PWD specifications and engineer-in-charge.
17840.6
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Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per Sqm as on prepared bed and side slopes before laying concrete on bed and side slopes including supply and carriage & loading unloading of all materials complete in all respect as per PWD specifications and engineer-in-charge.
20050.55
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Filling Contraction Joint with special impervious hot pour 12.5mm wide.
175.02
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Earthwork for lip cutting for lining of irrigation Channels inclusive of all allowances, lead and dressing (From 0 to 1.50 mtr depth)
4834.12
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Excavation of soil using Hydraulic excavator and Hydraulic Tractor trolley I/C cutting and loading in trolley Transporting to the embankment locations with all lift and leads. Disposal/Carriage from 0 to 450m.
22134.37
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Excavation of soil using Hydraulic excavator and Hydraulic Tractor trolley I/C cutting and loading in trolley Transporting to the embankment locations with all lift and leads. Disposal/Carriage from 450m to 1Km.
22134.37
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-
Excavation of soil using Hydraulic excavator and Hydraulic Tractor trolley I/C cutting and loading in trolley Transporting to the embankment locations with all lift and leads. Disposal/Carriage from 1Km to 2Km.
22134.37
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-
Excavation of soil using Hydraulic excavator and Hydraulic Tractor trolley I/C cutting and loading in trolley Transporting to the embankment locations with all lift and leads. Disposal/Carriage from 2Km to 3Km.
22134.37
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-
Excavation of soil using Hydraulic excavator and Hydraulic Tractor trolley I/C cutting and loading in trolley Transporting to the embankment locations with all lift and leads. Disposal/Carriage from 3Km to 4Km.
22134.37
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-
Excavation of soil using Hydraulic excavator and Hydraulic Tractor trolley I/C cutting and loading in trolley Transporting to the embankment locations with all lift and leads. Disposal/Carriage from 4Km to 5Km.
22134.37
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Cement concrete lining 75mm thick or less laid manually for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic to the site in transit computerized transported mixers with an average lead of 1 Km (FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) (Without mechanical Paver)
1277.43
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Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-1976. 0.20 ft= 6.1 cm (min wt 65 kg)
1
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Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-1976. 0.25 ft= 7.6 cm (min wt 68 kg)
3
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-
Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-1976. 0.32 ft= 9.9 cm (min wt 72 kg)
3
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Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-1976. 0.5 ft= 15.2 cm (min wt 80 kg)
5
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Earthwork in excavation in foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matte, dressing of sides and bottom and backfilling with excavated surpulus soil. In ordinary soil by Mechanical means Depth upto 3m.
70.11
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-
Laying Plain Cement Concrete 1:3:6 (M-10) nominal mix in foundation with crshed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
9.91
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Sand filling in Foundation trenches as per drawing and Technical Specification.
27.3
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. RCC Grade M25 Height upto 5m With Batching Plant, Transit Mixer and Concrete Pump.
24.92
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 With Batching Plant, Transit
Mixer and Concrete Pump.
21.94
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-
Supplying, fitting and placing HYSD bar reinforcumcement in Super-structure completeas per drawing and technical specifications.
3.56
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Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.
16291.6
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Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.
16291.6
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Extra for rolling to specifications.
16291.6
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Reinforced cement concrete M-15 grade boundary pillars of standard design as per IRC 25-1967 fixing in position including painting and printing etc. complete as per technical clause 806 of MORT&H specification
30
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-
Ordinary jungle clearance of both banks of running distributaries, minors and drains with Discharge upto 9cum/s including boundary road Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. Discharge upto 1.5 cum/sec.
4.6
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Providing and Fixing Outlet (Patrolling Side)
5
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Providing and Fixing Outlet (Non-Patrolling Side)
2
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Supply and fixing distance Marks.
15
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Filling Contraction Joint with special impervious hot pour 12.5mm wide.
6185.05
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Any Other Item
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