The Kerala Agro Industries Corporation Limited Tender

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The Kerala Agro Industries Corporation Limited - KAIC Tender

Works
Pipes and Pipe Related Activities
Eprocure
Opening Date23 Feb 2021
Closing Date6 Mar 2021
Tender Amount₹ 1,25,23,000 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Summary

Water Supply Scheme Of Aymanam Gramapanchayath

Description

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BOQ Items

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Supply and Fixing 63mm Dia Class 4 PVC pipe for stand post 1.3m length, cement concrete of specified grade excluding the cost of centering and shuttering - All work 1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

1000

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370

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Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 20 mm dia 10 Kgf/cm2

11900

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134

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Providing and fixing PVC pipes includes jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 25 mm dia 10KGF/cm2

8500

-

168

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Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.32 mm dia 10.Kgf/cm2

4500

-

190

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Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge 40 mm dia 10Kgf/cm2

2100

-

225

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Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge 50 mm dia 10Kgf/cm2

300

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230

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Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge 63 mm dia 6 Kgf/cm2

800

-

285

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Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge 75 mm dia 6 Kgf/cm2

500

-

300

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Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work 15 mm dia nominal bore

30

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220

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Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work 20 mm dia nominal bore

60

-

255

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Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work 25 mm dia nominal bore

72

-

280

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Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work 32 mm dia nominal bore

90

-

335

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Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work 40mm dia nominal bore

250

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400

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Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work 50 mm dia nominal bore

250

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460

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Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work 65 mm dia nominal bore

250

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620

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Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffice diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation.

3000

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31

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Refilling the trenches with a wet mix of close graded granular materials (Stone aggregate - 25mm nominal size - 17.5%, Stone aggregate - 10mm nominal size - 17.5%, Crushed Stone - 2.36mm to 12.5mm - 25%, Stone chippings / screenings - 4.75mm nominal size - 20%, Stone chippings / screenings - 150 micron nominal size - 20%), mixing properly after adding sufficient quantity of water, refilling in layers not exceeding 150mm, compacting properly at Optimum Moisture Content with Surface Plate Vibrator and disposing the excavated material etc. complete, including traffic control, providing caution boards and as per direction of Engineer-in-charge for road restoration works in pipeline leak sites.

180

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5600



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