Water Resources Department Tender
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Water Resources Department - WRD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date24 Feb 2025
Closing DateCancelled
Tender Amount₹ 54,37,408
Costs
EMD
₹ 1,08,748Document Cost
₹ 5,000Tender Fee
₹ 5,900
Summary
Estimate For The Construction Of 4 Nos Of Ponds And Providing Dam Water To Ponds Under Maili Nara And Patiari Dam In District Hoshiarpur
Description
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Contact
Tender Id
2025_WR_135451_1Tender No
148Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://https://irrigation.punjab.gov.in/
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Documents
BOQ Items
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Stone or Kankar block pitching On slopes of guide bandh and protection works.
708.6
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Grouting stone filling or pitching with mortar.
2362.12
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Cement concrete 1:3:6 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type.
165.04
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Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type.
3.54
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Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type.
1.35
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Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. 110mm o/d PVC pipe of 2.5 Kgf. / sqcm.
80
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160mm o/d PVC pipe of 2.5 Kgf. / sqcm
110
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200mm o/d pipe of 2.5 Kgf. / sqcm
24
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1.2 Meter High G.I. Barbed Wire Fencing 1.2 meter high G.I. barbed wire fencing with 1.8 meter angle iron posts 40x40x6mm placed every 3 meters centre to centre 0.6 meter below ground level, every 15th post, end post, corner post suitably strutted and provided with 9 horizontal lines and two diagonals interwoven with horizontal wires fixed with GI staples, turn buckles etc. including foundation concrete 1:2:4 of size 0.30x0.30x0.75m for each post complete as per technical clause 808 of MORT&H specifications.
818.56
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First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth.
17.88
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Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering).
9.28
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Supply and fixing of mechanical flow meter 110 mm dia with fitting assembly complete in all respect as per design and PWD specification and instruction of Engineer-in-charge.
1
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LED Based SPV Street Lightening Systems 12 watt,75 SPV Module,12. 8V-30Ah, Lithium Ferro Phosphate Battery(2000 cycles) 5Mtr Hot dippedGI Pole 76.1 mm OD,3.6MM THICK&38Kgweight (+10) 70.
8
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Supply and fixing of mechanical flow meter 160 mm dia with fitting assembly complete in all respect as per design and PWD specification and instruction of Engineer-in-charge.
2
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Supply and fixing of mechanical flow meter 200 mm dia with fitting assembly complete in all respect as per design and PWD specification and instruction of Engineer-in-charge.
1
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Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering, including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect. Earth work upto 1.5 m. Depth for All classes of soil except rocky.
175.66
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Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge) Class PN-1 as per ISI 100mm i/d Sluice Valves flanged.
1
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150mm i/d Sluice Valves flanged
2
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200mm i/d Sluice Valves flanged
1
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Jungle clearance.
1.04
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RCC Hand mix 1:2:4(M15) With stone aggregate including steel reinforcment upto 60 kg/cum.
0.74
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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.
73.44
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Foot Rest for Manhole Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer‘s permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design.
20
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10mm thick Cement Plaster 1:4 on bed.
4.8
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10mm thick cement plaster 1 : 4 on sides.
101.34
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC Grade M25 With Batching Plant, Transit Mixer and Concrete Pump including Centering and Shutering.
186.36
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