WD No.3 kamla nagar me kanshiram awash ke poket no1 2 v 4 par payjal sullly v pump house marmmat karya

OVERHEAD TANKS Repairing of RCC Over Head Tank- 250 KL/20 m Staging of Water Campus including all materials, labour, T&P etc complete for proper completion of work as per instructions of Engineer -in -charge.

90 mm dia HDPE PN-6 PE-100 Supply of following sizes (pipes for rising main/distribution system conforming to latest/relevant I.S. 8329/2000 Specifications conforming to latest /relevant I.S. specifications, suitable for D.I pipes and I.S. 4984/2016 Specifications conforming to latest /relevant I.S. specifications, suitable for HDPE pipes including F.O.R. destination and all taxes and insurance etc. with loading, unloading but excluding the cost of trenches).all complete as per instructions of Engineer -in - charge.

80 mm Supply of the following sizes of C.I. Double flanged sluice valves and tail peace as per I.S. 780/1969 class-1 working pressure 10kg/sqcm F.O.R destination

Supply of 80 mm dia C.I. Double flanged scour valves as per I.S. 780 class-1 working pressure 10 kg/Sqcm F.O.R Destination including lowering them into already Prepared trenches and fixing them In position including supply of Jointing materials such as bolt nut, Rubber insertion white lead complete with including values and specials, testing etc. complete

Excavation of earth in ordinary soil (loam, clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling watering, ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour, T&P etc complete as per instructions of Engineer -in -charge.

90 mm dia HDPE PN-6 PE-100 Carting from (up to 8 Km) the following sizes of ISI marked DI pipes and specials to the site of working lowering them into trenches and laying true to alignment and gradient including testing of pipe line excluding cutting of pipes etc. for, making of lengths and making of joints.

80 mm Carting laying and jointing with fixing in proper position of the following sizes of C.I. Double flanged sluice valves and tail peace as per I.S. 780/1969 class-1 working pressure 10kg/sqcm including lowering, fixing in position and jointing then with pipe line etc comlete including all jointing material and specials of following sizes.

Carting of scour valves of following sizes to the site of works, lowering them into already prepared trenched and fixing them in position in including supply of jointing material such as bolt nut, rubber insertion white lead values and specials required but including the testing etc. complete.

Interlocking Road Dismantling of the following type of road surface for laying of pipe line including sorting out and stacking of serviceable materials and disposal of unserviceable materias upto a distance of 50 m. as per instructions of Engineer -in -charge.

Interlocking Road Reinstatement of the following type of road surface with old and new materials including supply of all materials labour T&P etc. required for proper completion of the work as per instructions of Engineer -in -charge.