Panchayat Raj Engineering Department Tender

Construction of pipeline for water supply with Earth work exavation and Depositing on bank with an initial lead of 10 meters and lift of 2.00 meters in all types of soils except hard work requiring blasting for pipeline of trench size 0.70x1.00 mts and lowering and lating of H.D.P.E Pipes into trench placing them true to alingment and gradent, jointing the and rubeer packings, filling of pipes with water with water with an intitial lead of 500m and testing the pipeline to the required pressure including cost and conveyance of all materials to work spot labour charges etc. complete But EXCLUDING COST OF VALVES AND OTHER JOINTING COST OF for manual excavation for pipe line' 63 mm dia HDPE 6 Kg/sqcm ((manually) trench size 0.5x0.75m for Pumping Main

Construction of Earth work excavation and depositing on bank with an initial lead of 10 meters and lift of 2.00 meters in all types of soils except hard rock requiring blasting for pipeline of trench size. 0.50x0.75 mts and lowering and laying of HDPE pipes into trench placing them true to alingment and bolts and nuts and rubber packings, filling of pipes with wate with and make it leak proof, refilling the trench with excavated earth including cost But excluding cost of Valves and other jointing materials . For mabual excavation for pipe line. 75 mm dia 6kg/cm2 HDPE peipe of Trech size.0.50x0.75. for Distribution.

Construction of Circular type over head service Reserviour of 20 KL OHSR capacity and 9.4 mts staging Earth work in excavation for structures as per drawing and technical specification Clause 305.1 including setting out, construction of shoring ans bracing removal of stumpes and other deleterious material and disposal upto a lead of 50m dressing of sides and bottom and backfilling in trences with exavated suitabel material as er techinica Specification, filling the foundation with sand including cost , conveyance, watering and ramming etc coimplete CC(1:4:8) using 40 m HBG metal including cost and M 30 concrete and faft foudnations as per the drawings enclosed in schdule D.including 2 coats of wheather proof emulsion painting of external surfaces, 3 coats of epozy paint to inner aurface of the roof dome, lettering, supply and fixing of all reqired fixutures, pipesk bends,using for bottom faft slab including cost and conveyance of all the materials, but excluding the cost of the steel for bottom raft, top slab with 0.15 m thckeness , accoproof pastering with CM(1:3), 12mm thick including cost and cement palstering with CM(1:3) ,12mm thick, Emulsion paintin including, supply and placing of the HYSD bars, fabrication cost supply& fixing of 63mm nominal bore GI pepe medium grade properties & weights as per IS 1239 with GI fittings such as elbows, cost supply & fixing of DI gate valves 80mm sluice valve for inlet, cos, supply& fixing of GN Gate valves 50mm fof cleaning with 32mm GI pipe of 400mm wide including all cahrges etc.