Providing, laying and Jointing PVC Pipeline at Gopal pura Ward No. 40.

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NUMBER #

Dismantling of cement concrete pavement i/c breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead upto 1000 meter, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200. 750 X 0.6 X 0.3 = 135 sor no. 18.12/229

Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed. All kinds of soil. 750 X 0.6 X 0.9 = 810 sor no. 18.2.1/227

Providing, laying, jointing & testing of following P.V.C. pipes with solvent cement joint for 6, 8 and 10 kg/ sq. cm. pressures including testing of joints, cost of jointing materials etc.complete in all respect. 110 mm dia 10Kg/cm2 sor no. 5.1.2/81

Providing and laying in position following PVC Tees, suitable for 6, 8 and 10 Kg/Sqcm. Pressure pipes 160x160x110mm dia 10Kg/cm2 sor no. 5.6.1/82

Providing and laying in position following PVC bends suitable for 6, 8 and 10 Kg/Sq. cm. pressure pipes. 110 mm dia 10Kg/cm2 sor no. 5.5/82

Providing and laying in position of following PVC Reducers suitable for 6, 8 and 10 Kg/Sq cm. Pressure pipes. 160X110 mm dia 10Kg/cm2 sor no. 5.5.2/182

Providing, Solvent Cement Joints to PVC Pipes and fittings of 6, 8 and 10 Kg/Sq cm. Pressure including testing of joints and cost of jointing materials (i.e. socket, coupler & solvent cement) 110 mm dia 10Kg/cm2 sor no. 5.3.2/81

Providing & fixing of Cast iron double flanged sluice valves as per I.S.:14846-2000 fitted with cast iron cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete 100 mm dia PN 1.6 sor no. 14.2.4/174

Providing and laying in position Cast Iron Flange spigot (Adopter). 100 mm dia Class 15 sor no. 9.20.2/138

Filling by available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m sor no. 18.2.8/228