Name of Work:- Annual Plan-Perambra GP - 296/26 - -REPAIR WORKS TO PARAPPURAM DWSS IN WARD 17-General Civil Work
Sl. No.
Item Description
1
OD520348/2025-2026:Providing and fixing ASTM uPVC SCH 40 pipes includes jointing of pipes with one stepASTM uPVC solvent cement & testing of joints complete as per direction of Engineer inCharge. 65 mm dia(Modified 50.18.9.8.1 without trenching and refilling)
2
OD520349/2025-2026:Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement &testing of joints complete as per direction of Engineer in Charge. 63 mm dia10Kgf/cm2(Modified 50.18.9.7.1 Without trenching and Refilling)
3
OD520350/2025-2026:Providing and fixing PVC pipes including jointing of pipes with one step PVC solvent cement and testing of joints etc.complete as per direction of Engineer in charge 75mm dia 10kg/cm2 (without trenching and refilling )(modified data 50.18.9.8.1 )
4
OD520355/2025-2026: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
5
OD523596/2025-2026: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 40 mm dia10Kgf/cm2(Modified 50.18.9.5.1 Without Trenching and Refilling)
6
OD523597/2025-2026:Providing and fixing PVC pipes includes jointing of pipes with one step PVC solvent cement& testing of joints complete as per direction of Engineer in Charge. 25 mm dia10KGF/cm2(Modified 50.18.9.3.2 Without Trenching and Refilling)
7
OD523598/2025-2026: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.32 mm dia 10.Kgf/cm2
8
OD523585/2025-2026: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 theexcavated 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 ofsurplus 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 in200. 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 Please Enable Macros to View BoQ information
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