Water Resources Department Tender

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Water Resources Department - WRD Tender

Works
Civil And Construction
Irrigation Work
Eprocure
Opening Date1 Mar 2024
Closing DateCancelled
Tender Amount₹ 2,95,59,000 
Notes
Download

Costs

  • EMD

    ₹ 5,91,180
  • Document Cost

    ₹ 20,000
  • Tender Fee

    ₹ 5,900

Summary

Water Through Sprinklar Irrigation In Tharoli Village At Nara Dam

Description

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BOQ Items

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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. 75mm o/d pipe of 4 Kg. /sqm complete in all respect

10400

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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. 32 mm o/d pipe of 10 Kg. /sqcm complete in all respect

996

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Providing, Laying , fixing & jointing of Polytube Pipes (ISI marked with the prior approval of Engineer-in-Charge) to correct alignment and gradients, cutting, jointing and testing complete as per specifications. 32 mm o/d pipe of 2.5 Kg. /sqcm complete in all respect

63000

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Providing, Laying , fixing & jointing of Mini Sprinkler Complete Set(ISI marked with the prior approval of Engineer-in-Charge) complete in all respect

6300

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Providing, fixing & jointing of Control Valve of 75 mm of ISI marked with the prior approval of Engineer-in-Charge complete in all respect

170

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Providing, fixing & jointing of Control Valve of 32 mm of ISI marked with the prior approval of Engineer-in-Charge complete in all respect

1000

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Providing, fixing & jointing of S/M Flush Valve 75 mm of ISI marked with the prior approval of Engineer-in-Charge complete in all respect

170

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Providing, fixing & jointing of J Hydrocyclone Fiilter 50 m3 ISI marked with the prior approval of Engineer-in-Charge complete in all respect

6

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Providing, fixing & jointing of Screen Fiilter 50 m3 ISI marked with the prior approval of Engineer-in-Charge complete in all respect

6

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Providing, fixing & jointing of sand Fiilter 50 m3 ISI marked with the prior approval of Engineer-in-Charge complete in all respect

3

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Providing, fixing & jointing of venturi assembly of 2" ISI marked with the prior approval of Engineer-in-Charge complete in all respect

3

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Providing, fixing & jointing of air release valve of 1" ISI marked with the prior approval of Engineer-in-Charge complete in all respect

3

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Providing, fixing & jointing of pressure release valve3" ISI marked with the prior approval of Engineer-in-Charge complete in all respect

3

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Providing, fixing & jointing By pass3" ISI marked with the prior approval of Engineer-in-Charge complete in all respect

3

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Providing, fixing & jointing of complete solar pump set of 10HP of ISI marked with the prior approval of Engineer-in-Charge complete in all respect

3

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Excavation Brick linning, Fencing and Interlock Tile at Pond

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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.

4774.04

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Brick ballast well or over burnt, broken and screened through a 32mm x 32mm square mesh screen laid consolidated and rammed to a finished thickness of 75mm as above.

99.47

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Cement concrete 1:4:8(M 7.5) With stone aggregate 40 mm gauge mixing by mechanical means using concrete mixer volumetric type. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

14.91

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Dressing bed and preparation of sub grade for lining.

1584.53

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Dressing side slopes and preparation of sub grade for lining

4036.7

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First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth.

281.64

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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.

699.2

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Cement pointing 1:2 deep variety including s/o& c/o cement from Hoshiarpur to site of work sand s/o & c/o sand local from D/S Manjhi causeway of Nara Choe to site of work complete in all respect as per P.W.D. Specifications for bed

1599.91

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Cement pointing 1:2 deep variety including s/o& c/o cement from Hoshiarpur to site of work sand s/o & c/o sand local from D/S Manjhi causeway of Nara Choe to site of work complete in all respect as per P.W.D. Specifications for side slopes

3633.77

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  1.8 meter high G.I. Barbed wire fencing 2.4m angle iron Post 50x50x6mm placed at every 3m centre to centre 0.6m below ground level, every 15th cost, end Post, Corner post suitably strutted and provided with 12 horizontal lines and to 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.

234.64

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Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type

75.04

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Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-35 grade machine made rubber moulded smooth finish with strong vibratory processor with vibro hydraulic compaction machine and of approved size and design/shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc,all complete as per directions of Engineer-in-Charge for Non traffic Areas and streets having width less than 3.05mt.(Also not to used over footpaths)

750.5

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Precast Cement Concrete Kerb Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width165 mm and top width 115mm made over strong vibratory table and fixing with cement mortar1:2 as per MORT & H specifications

259.08

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Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type

150.1

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Any CSR item

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