Panchayat Raj Engineering Department Tender

Construction of pipeline for water supply with 63mm dia, 6kg/cm2 HDPE PE-100 grade Pipes as per IS: 4984-1995 with its ammendments and revisions thereon including cost and supply of pipes, lowering, laying and jointing of Pipe lines true to alignment and gradient, trench excavation manually for pipe lines in all types of soils and refilling trenches with excavated earth except rock requiring blasting (other than rocky soils and boulders) with watering, tamping and removing surplus earth from site of work, filling pipeline with water and testing to hydraulic field test pressure including all labour charges laying and jointing as per the directions of the departmental officers and as per the technical specifications of 17 (Part-B of Vol-I) but excluding GST and CED for finished item of pipeline' 63 mm dia HDPE 6 Kg/sqcm ((manually) trench size 0.5x0.75m for Pumping Main

Supply, delivery, installation and commissioning of Submercible Pump sets with 55LPM and head 98.82m(2 HP) 25 stage at Sump and suitable to Borewell And Pump set with 55LPM and head 98.8 m(2HP) at bore wellswith motor Single phase 2880 RPM, 415 volts of reputed make with minimum overall efficiency of 40% at the duty point with radial/mised flow with non-return valve including cost, conveynce of motor, pump set, panel board with necessary equipment along with required length of GI pipe medium class (B class) ISI marked, reputed make with "C" class couplings, bends, flanges etc with required lenght of 3 core PVC sheathed flat cable, required lenth of 7/18 copper wire and instailation and errection of all materials and all labour charges fixing as per the direction of the department officers etc. complete, including all required accessories but excluidng CED/GST etc complete.

Construction of pipeline for water supply with 63mm dia, 6kg/cm2 HDPE PE-100 grade Pipes as per IS: 4984-1995 with its ammendments and revisions thereon including cost and supply of pipes, lowering, laying and jointing of Pipe lines true to alignment and gradient, trench excavation manually for pipe lines in all types of soils and refilling trenches with excavated earth except rock requiring blasting (other than rocky soils and boulders) with watering, tamping and removing surplus earth from site of work, filling pipeline with water and testing to hydraulic field test pressure including all labour charges laying and jointing as per the directions of the departmental officers and as per the technical specifications of 17 (Part-B of Vol-I) but excluding GST and CED for finished item of pipeline' 63 mm dia HDPE 6 Kg/sqcm ((manually) trench size 0.5x0.75m for Distribution Main