Tender For Annual Plan-Pro No:54/25-26 Drinking Water Projet To Subcentre-In Kayakkodi Gp-General Civil Work - Excavating Trenches Of Required Width For Pipes, Cables, Etc Including Excavation For Sockets, And Dressing Of Sides, Ramming Of Bottoms, Depth , Kayakkody-Kerala
TDR : 51817048
Tender Notice
BOQ
Expired
Kayakkody
Kerala
Tender For Annual Plan-Pro No:54/25-26 Drinking Water Projet To Subcentre-In Kayakkodi Gp-General Civil Work - Excavating Trenches Of Required Width For Pipes, Cables, Etc Including Excavation For Sockets, And Dressing Of Sides, Ramming Of Bottoms, Depth
Work Name:Annual Plan-PRO NO:54/25-26 DRINKING WATER PROJET TO SUBCENTRE-IN KAYAKKODI GP-General Civil Work
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Item Description
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OD173276/2025-2026: Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:(Modified 2.10.1.1) All kinds of soilPipes, cables etc. Details of cost for 180 m length of pipe of an average dia. say 40 mm. Slope assumed -- 1 in 200. Earth work and filling- minimum depth of trench 60 cm. Average depth = (0.6 +1.50)/2= 1.05 Width for this depth = 0.45cm 180x0.45xl.05 =85.05 cum
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15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
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OD173275/2025-2026:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement & testing of joints complete as per direction of Engineer in Charge. 50 mm dia 10Kgf/cm2 (Without trenching and Refilling
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OD173277/2025-2026: Providing and fixing ASTM uPVC SCH 80 pipes includes jointing of pipes with one step ASTM uPVC solvent cement & testing of joints complete as per direction of Engineer in Charge. 40 mm dia(Modified 50.18.9.6.1 without trenching and refilling)
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4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal sizederived from natural sources)
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