tender for odupara nagar dwss pipe line extension project no 207; 1 pipe line extension 2 50.18.9.7.1:providing and fixing pvc pipes includings of pipes with one step pvc solvent cement, trenching refilling & testing of joints complete as per direction of engineer in charge. 63 mm dia 6kgf/cm2 3 50.18.9.6.2:providing and fixing pvc pipes includings jointing of pipes with one step pvc solvent cement, trenching, refilling & testing of joints complete as per direction of engineer in charge. 50 mm dia 6 kgf/cm2 4 50.18.9.3.2:providing and fixing pvc pipes includes jointing of pipes with one step pvc solvent cement, trenching, refilling & testing of joints complete as per direction of engineer in charge. 25 mm dia 10kgf/cm2 5 51.18.12.6:providing and fixing g.i. pipes complete with g.i. fittings (cost of fittings to be paid separately)
external work - 50 mm nominal dia 6 51.18.12.3:providing and fixing g.i. pipes complete with g.i. fittings (cost of fittings to be paid separately)
external work - 25 mm nominal dia 7 51.18.12.7:providing and fixing g.i. pipes complete with g.i. fittings (cost of fittings to be paid separately)
external work - 65 mm nominal dia 8 od231608/2025-2026:supplying and providing readymade gi name board with all conveyance, labour and hire charges etc complete using gi hollow tube of size 80x40x140mm outer frame , 0.6mm thick iron sheet of size 90x60cm with two coat of enamel painting over a coat of primer, lettering, with suitable colourand size, fixing the post in ground withcc1:2:4 etc complete 9 platform 10 2.6.1:earth work in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by engineer-in-charge.all kinds of soil 11 4.1.8:providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level:1:4:8 (1 cement : 4 coarse sand (zone-iii) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 12 7.1.1:random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:cement mortar 1:6 (1 cement : 6 coarse sand) 13 5.1.3:providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 14 5.9.1:centering and shuttering including strutting, etc. and removal of form for:foundations, footings, bases of columns, etc for mass concrete 15 5.22.6:steel reinforcement for r.c.c work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelthermo - mechanically treated bars of grade fe-500d or more