Water Resources Department Tender
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Water Resources Department - WRD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date8 Feb 2025
Closing Date17 Feb 2025
Tender Amount₹ 59,53,570
Costs
EMD
₹ 1,19,071Document Cost
₹ 500Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2025_WR_133559_2Bid Award Id
ViewTender No
40/10-A/2024-25Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads exclding royalty
13060.3
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Compaction. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.
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Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.
4713.44
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Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.
4713.44
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Extra for rolling to specifications.
4713.44
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Dressing bed and preparation of sub grade for lining. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.
2741.89
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Dressing side slopes and preparation of sub grade for lining. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.
3197.17
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Dressing of earth work for New work or remodeling work. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.
15053.35
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Dressing of dowels along water carrying channel in addition to payment for dressed earth work.
2012.2
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Earthwork for lip cutting for lining of irrigation channels inclusive of all allowance, lead and dressing. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.
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For 0 to 1.5 m depth.
1346.05
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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.
48.77
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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. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.
6424.07
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Filling expansion joints with special impervious hot pour 12.5mm wide. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.
17.83
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Filling Construction/Contraction with sealing compound including supply and carriage of material complete in all respects.
1940.1
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Dag-belling for Single Kassi stroke minimum 7.5 cm depth. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.
4.02
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Extra bitumen painting at 0.69 Kg. per Sqm. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.
355.79
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Cement concrete lining 75 mm. thick or less laid manually 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(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII). Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. ( For lining and coping)
391.67
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Plan/Rcc in open foundation complete as per drawing and technical specifications PCC grade M15 ( For Sleeper)
48.77
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Supplying and laying of LDPE geomembrane sheet for sleepers of 150 micron thickness as approved by engineer incharge pasting on faces of sleepers including laying in position, carriage to site, jointing/welding etc. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.
52.18
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Supply of wooden pegs for levelling work from canal or road plantation 40mm to 50mm dia and 15cm to 23cm long. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.
0.66
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Providing, Laying and fixing of Tail cluster Bifurcation including dismantling of old tail clusters. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.
1
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Providing, Laying and fixing of DI-dk-7 pipe of 150 mm dia outlet petrolling side Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.
3
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Providing, Laying and fixing of DI-dk-7 pipe of 150 mm dia outlet Non-petrolling side Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.
1
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Providing, Laying and fixing APM/OF outlet Non-petrolling side Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.
4
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Running and maintenance of pumping set 8 H.P./ Generator set for dewatering arrangements complete in all respects
50
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First class burnt brick work laid in cement sand mortar 1:4 in first storey upto 4 metres above plinth level.( For Steps at pacca stucture)
2
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Bending and fixing iron rungs on lined slope
26
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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 excavated surplus soil. (Depth 3 m )
28.55
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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.
4.1
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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
6.64
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (RCC Grade M25)
3.75
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Supplying, fitting and placing HYSD bar reinforcumcement in super-structure completeas per drawing and technical specifications.
0.84
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Rehandling ( 50% of excavation soil)
14.27
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Any Other Item
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