Water Resources Department Tender
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Costs
EMD
₹ 10,31,259Document Cost
₹ 5,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2024_WR_127605_1Bid Award Id
ViewTender No
08/2024-25Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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BOQ Items
Desposal carrage lead 450 mtr - 1 km (katcha)
19405.01
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Desposal carrage lead Above 10 km (katcha)
19405.01
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Desposal carrage lead 450 mtr - 1 km (Pucca)
19405.01
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Desposal carrage lead Above 10 km (Pucca)
19405.01
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Extra for laying earth/fly ash as per specifications for compaction in 20 cm layers and dressing watering, rolling as per specificaitons for compaction
17003.25
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Dressing of New Earth work
58872.63
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Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :- 0 to 1.5 m depth
5190.42
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Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :- 1.5 to 3.0 m depth
1597.55
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Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.
1359.9
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Dressing side slopes and prepration of sub grade for linning
46595.18
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Dressing bed and preparation of sub grade for linning
12848.07
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Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes
72461.73
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Cement concrete lining 75 mm thick or less laid manually for irrigation channel using cement concrete M-15with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer with an average lead of 1 km.
1359.92
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Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
1963.56
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Filling contraction Joint with special impervious hot pour 12.5mm wide.
25910
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Applying Bitumen Primer coat on side of lining and top of sleeper for construction joint, Expansion Joint & Contraction Joint. Complete in all respect.
6536.59
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LDPE film of 150 micron over sleepers for construction & expansion joints including supply and carriage & loadingunloading of all material complete in all respect as perPWD specification andEngineer in Charge
703.77
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Dismantling brick work, tile masonry or tile lining (in cement mortar).
5286.68
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Providing and Fixing Distance Marks
23
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Providing and Fixing outlet (Patrolling Side)
3
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Providing and Fixing outlet (Non- Patrolling Side)
6
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Filling expansion joints with special impervious hot pour 12.5mm wide.
991.32
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Cement concrete lining 10cm. thick or less with mechanical Paver for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km
(a) Computerized Batching & Mixing plant mixed concrete lining on bed and on slide slopes upto vertical height 2.0m.
4344.37
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Earth work in excavation of foundation of structure 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 excavated surplus soil.Depth 3 m to 6 m.
725.29
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Back filling behind abutment, wing wall and return wall complete as perdrawing and Technical Specification. Sandy material.
77.51
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Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
50.18
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Sand Filling in Foundation Trenches as per Drawing & Technical Specification
6.64
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Plain/Reinforced cement concrete in
sub-structure complete as per drawing and Technical Specifications RCC Grade M25
(a) Height upto 5m
(i) With Batching Plant,Transit Mixer and Concrete Pump
93.77
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Supplying, fitting and placing HYSD bar
reinforcement in sub-structure complete as per drawing and Technical Specifications.
Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and Technical Specifications.
6.58
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Any other item
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