Augmentation of existing water supply system with allied works in Depta under GE Utilities Udhampur

Amount

Excavation in trenches not exceeding 1.5 metre wide and not exceeding 1.5m deep or not exceeding on plan and getting out in any type of soil for laying of tubing, complete all as specified and directed by Engineer-in-Charge.

Returning, filling in, including spreading, leveling, watering and well ramming in layers, each layer not exceeding 25cm thick after pipes have been laid and tested complete, all as specified and directed by Engineer-in-charge

Removing excavated material to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 m above the starting point complete, all as specified and directed by Engineer-in-charge

S&F of Gun-metal, globe or gate valves, 50mm dia , heavy duty, with iron wheel head, screwed both ends (ISI marked), complete all as specified & directed by Engineer-in-Charge.

S&F of Gun-metal, globe or gate valves, 40mm dia , heavy duty, with iron wheel head, screwed both ends (ISI marked), complete all as specified & directed by Engineer-in-Charge.

S&F of Gun-metal, globe or gate valves, 25mm dia , heavy duty, with iron wheel head, screwed both ends (ISI marked), complete all as specified & directed by Engineer-in-Charge.

S&F of Gun-metal, globe or gate valves, 20mm dia , heavy duty, with iron wheel head, screwed both ends (ISI marked), complete all as specified & directed by Engineer-in-Charge.

Supply,laying, jointing & testing of PP-R pipe having outer dia 20mm of pressure rating 16 Kg/cm² in three layer with all fittings laid in trenches complete all as specified and directed.

Supply,laying, jointing & testing of PP-R pipe having outer dia 25mm of pressure rating 16 Kg/cm² in three layer with all fittings laid in trenches complete all as specified and directed.

Supply,laying, jointing & testing of PP-R pipe having outer dia 40mm of pressure rating 16 Kg/cm² in three layer with all fittings laid in trenches complete all as specified and directed

Supply,laying, jointing & testing of PP-R pipe having outer dia 50mm of pressure rating 16 Kg/cm² in three layer with all fittings laid in trenches complete all as specified and directed

Supply,laying, jointing & testing of PP-R pipe having outer dia 75mm of pressure rating 16Kg/cm² in three layer with all fittings laid in trenches complete all as specified and directed

Supply,laying, jointing & testing of PP-R pipe having outer dia 90mm of pressure rating 16Kg/cm² in three layer with all fittings laid in trenches complete all as specified and directed

S&F Cast Iron sluice valve of size 80mm dia (PN 1.6) ISI Marked with iron wheel head both end flanged, CI /steel spindle, non rising type complete with Neoprene rubber gasket, nuts, bolts and washers etc complete all as specified and directed.

S&F in replacement of pop-up sprinklers having radius of throw 20 meters and flow minimum 1.2 LPS at an operative pressure 4-6Kg/Sqcm the sprinkler shall be impact driven rotary with provision for adjusting at any degree of rotating having 01 inlet 20mm pop up stoke, self flushing with pop-up shield made of virgin grade engineering, plastic body, sprinkler shall be non corrodible, heavy duty complete all as specified directed by Engineer-in-charge. Make : Rain Bird/GETECH/GLOBE

Construction of valves pit chamber having internal dimension 75 cm x 75 cm x 75cm (internal dimensions) using PCC (1:4:8) Type D2 (using 40 mm graded crushed stone aggregate) for foundation 15 cms thick, 23 cm thick brick wall in CM (1:4), 10 mm thick rendering all around the brick work in 1:6 cement mortar, PCC (1:2:4) type B1 coping (using 20mm graded stone aggregate) for grouting MS frame including 03mm thick MS sheet cover with locking arrangement including 50 mm pad lock with double key arrangement, MS frame made out of 40 x 40 x 6 mm thick angle iron including painting of steel surface with two coats of synthetic enamel paint over a coat of red oxide primers including necessary excavation in any type of soil, returning filling in and removal of surplus soil to a distance not exceeding 50 mtrs all as specified as directed by the Engineer-in-Charge.

BARU ENTERPRISES