IMPROVEMENT OF EXTERNAL WATER SUPPLY SYSTEM (RISING MAINS) WITH ALLIED WORKS AT LUCKNOW CANTT AREA UNDER GE (E/M) LUCKNOW

Amount

Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5 m in depth, for foundations, laying of pipes & cable etc and not exceeding 10 square meter on plan for manholes etc and not exceeding 1.5m in depth and getting out in soft/loose soil complete all as specified and directed.

Returning filling in with approved excavated soil including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete all as specified and directed.

Removing of excavated material (soils) to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.50 m above the starting point complete all as specified and directed.

Material & labour for laying & testing Ductile Iron pipe 100 mm bore class K-9 both end flanged as per relevant IS 8329/2000, PN-1.00 in any length suitable for rubber flange joint laid in trenches complete all as specified and directed. Note:-Rubber gasket for flange joints, excavation and earth work shall be measured and paid separately under respective items of BOQ and flanged should be factory fitted by the OEM.

Material & labour for laying & testing Ductile Iron pipe 150 mm bore class K-9 both end flanged as per relevant IS 8329/2000, PN-1.00 in any length suitable for rubber flange joint laid in trenches complete all as specified and directed. Note:-Rubber gasket for flange joints, excavation and earth work shall be measured and paid separately under respective items of BOQ and flanged should be factory fitted by the OEM.

Material & labour for laying & testing Ductile Iron pipe 200 mm bore class K-9 both end flanged as per relevant IS 8329/2000, PN-1.00 in any length suitable for rubber flange joint laid in trenches complete all as specified and directed. Note:-Rubber gasket for flange joints, excavation and earth work shall be measured and paid separately under respective items of BOQ and flanged should be factory fitted by the OEM.

S & F ductile iron specials ISI marked for pressure water mains upto 150 mm bore flanged joint, Bends,Tapers, Tee, pieces (single & double branch) any type and angle/radius and straight connecting pieces etc. complete all as specified and directed. Note:- Joint, excavation and earth work shall be measured and paid seperatly under respective items.

S & F ductile iron specials ISI marked for pressure water mains 150 mm bore to 300 mm bore flanged joint, Bends,Tapers, Tee, pieces (single & double branch) any type and angle/radius and straight connecting pieces etc. complete all as specified and directed. Note:- Joint, excavation and earth work shall be measured and paid seperatly under respective items.

S&F ductile iron connecting pieces one end flanged and other socket or spigot or bell mouth or any size tapper up to 200 mm bore complete all as specified and directed. Note:- Joint, excavation and earth work shall be measured and paid seperatly under respective items.

M & L for flange pipe joints with 3mm thick rubber gasket (packing ring) or fibre board gasket for new/old pipe lines including provision of suitable size bolts, nuts and washers etc. 100 mm bore pipe complete all as specified and directed.

M & L for flange pipe joints with 3mm thick rubber gasket (packing ring) or fibre board gasket for new/old pipe lines including provision of suitable size bolts, nuts and washers etc. 150 mm bore pipe complete all as specified and directed.

M & L for flange pipe joints with 3mm thick rubber gasket (packing ring) or fibre board gasket for new/old pipe lines including provision of suitable size bolts, nuts and washers etc. 200 mm bore pipe complete all as specified and directed.

Cutting of CI/DI pipes of 100 mm bore sizes in position for insertion of Tees, branches etc. including dewatering due to residual water in pipes complete all as specified and directed.

Cutting of CI/DI pipes of 150 mm dia sizes in position for insertion of Tees, branches etc. including dewatering due to residual water in pipes complete all as specified and directed.

Cutting of CI/DI pipes of 200 mm dia sizes in position for insertion of Tees, branches etc. including dewatering due to residual water in pipes complete all as specified and directed.

Taking up or down steel tubing and all fittings/ connections, including for fixing old or new steel tube for 25 mm bore sizes complete all as specified and directed.

Taking up or down steel tubing and all fittings/ connections, including for fixing old or new steel tube for 40 mm bore sizes complete all as specified and directed.

Taking up or down steel tubing and all fittings/ connections, including for fixing old or new steel tube for 50 mm bore sizes complete all as specified and directed.

Taking up or down steel tubing and all fittings/ connections, including for fixing old or new steel tube for 80 mm bore sizes complete all as specified and directed.

Taking up or down CI pipe socket and spigot 150 mm dia including all fittings/ connections,complete all as specified and directed.

S&F GI pipe medium grade with all fittings and fixed complete to wall/ceiling or laid in floor /trenches etc. of the 25 mm bore sizes complete all as specified and directed. (Note - Excavation & earth work shall be measured paid separately)

S&F GI pipe medium grade with all fittings and fixed complete to wall/ceiling or laid in floor /trenches etc. of the 40 mm bore sizes complete all as specified and directed. (Note - Excavation & earth work shall be measured paid separately)

S&F GI pipe medium grade with all fittings and fixed complete to wall/ceiling or laid in floor /trenches etc. of the 50 mm bore sizes complete all as specified and directed. (Note - Excavation & earth work shall be measured paid separately)

S&F GI pipe medium grade with all fittings and fixed complete to wall/ceiling or laid in floor /trenches etc. of the 80 mm bore sizes complete all as specified and directed. (Note - Excavation & earth work shall be measured paid separately under respective items)

Relaying/Fixing of serviceable GI steel tubing after cleaning and removing of all type of scale or blockage in trenches or floor/fixed to wall/ceiling in and with all fittings of the 25 mm bore complete all as specified and directed. Note:- (i) Fitting & specials as required shall be provided by the contractor and rate shall deemed to be included in the quoted rates. (ii) Excavation & earth work shall be measured paid separately under respective items.

Drilling & tapping ductile iron water mains (in position) for branch connections of the 15 mm bore complete all as specified and directed.

Drilling & tapping ductile iron water mains (in position) for branch connections of the 20 mm bore complete all as specified and directed.

S& F in replacement gun metal gate or globe valve 'ISI marked' with iron wheel head screwed both end for iron pipe all as per latest IS specifications of the 25 mm bore sizes complete all as specified and directed.

S& F in replacement gun metal gate or globe valve 'ISI marked' with iron wheel head screwed both end for iron pipe all as per latest IS specifications of the 40 mm bore sizes complete all as specified and directed.

S& F in replacement gun metal gate gate or globe valve 'ISI marked' with iron wheel head screwed both end for iron pipe all as per latest IS specifications of the 50 mm bore sizes complete all as specified and directed.

Supply and fixing Cast iron air release valve with two air outlets confirming to IS 14845 of size 50 mm bore and fixed up in cast iron water supply mains of size 150 mm bore complete all as specified and directed.

Supply & fixing of sluice valve of 80 mm bore sizes, as per 'ISI marked' both ends flanged and drilled cast iron body class PN-1.6 conforming to IS-14846/2000 complete with gun metal spindle including necessary nut bolts etc. with all fittings, complete all as specified and directed.

Supply & fixing of sluice valve of 100 mm bore sizes, as per 'ISI marked' both ends flanged and drilled cast iron body class PN-1.6 conforming to IS-14846/2000 complete with gun metal spindle including necessary nut bolts etc. with all fittings, complete all as specified and directed.

Supply & fixing of sluice valve of 150 mm bore sizes, as per 'ISI marked' both ends flanged and drilled cast iron body class PN-1.6 conforming to IS-14846/2000 complete with gun metal spindle including necessary nut bolts etc. with all fittings, complete all as specified and directed.

Supply & fixing of sluice valve of 200 mm bore sizes, as per 'ISI marked' both ends flanged and drilled cast iron body class PN-1.6 conforming to IS-14846/2000 complete with gun metal spindle including necessary nut bolts etc with all fittings, complete all as specified and directed. Note for srl item no 32 to 35 here-in- before :- (i) For those sluice valves which are fixed with pillar of over head tank work involve such as breaking of RCC/lead joint, flange joints will be deemed to be included in the quoted rates, contractor will also repair the damaged floor etc. to match with existing surface.

M&L for Construction of fly ash brick masonry valve pit chamber of size 1200 mm X 1200 mm X 1200 mm (internal dimensions) including necessary excavation & earth work, 100 mm thick PCC (1:4:8) type D-2 as in foundation, 230 mm thick fly ash brick work in cement mortar (1:4), 12 mm thick rendering in cement mortar (1:4) on internal surface of valve pit and mild steel sheet cover of 6 mm thick and angle iron of size (50 x 50 x 6) mm frame around of valve pit, duly welded with heavy duty hinges 03 Nos for open/closing purpose on one side of angle iron, locking arrangement with pad lock of size 50 mm brass, 6 levers and in duplicate key including two coat of synthetic enamel paint over a coat of red oxide primer on prepared steel surface complete all as specified and directed.

M&L for Construction of fly ash brick masonry valve pit chamber of size 900 mm X 900 mm X 1000 mm (internal dimensions) including necessary excavation & earth work, 100 mm thick PCC (1:4:8) type D-2 as in foundation, 230 mm thick fly ash brick work in cement mortar (1:4), 12 mm thick rendering in cement mortar (1:4) on internal surface of valve pit and mild steel sheet cover of 6 mm thick and angle iron of size (50 x 50 x 6) mm frame around of valve pit, duly welded with heavy duty hinges 03 Nos for open/closing purpose on one side of angle iron, locking arrangement with pad lock of size 50 mm brass, 6 levers and in duplicate key including two coat of synthetic enamel paint over a coat of red oxide primer on prepared steel surface complete all as specified and directed.

Cutting of road (in hard/ dense soil ) for laying pipe line or repair to pipes / lead joints etc .of any size of pipe upto 01 mtr. depth and 0.7 mtr wide and getting out including forming bottom surface to required level and making good the road as per existing complete all as specified and directed.

Drilling/boring (horizontally) including also for laying pipe line upto 150 mm bore by penumatic tool or horizontal boring/drilling machine under the existing road (maximum 10 mtr in width) suitable for passing GI/CI/DI tubing complete all as specified and directed.

M&L for hardcore of gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified.

M&L for Plain cement concrete (1:4:8) type D-2, using 40mm graded crushed stone aggregate in sub base of floors concrete complete all as specified and directed.

M&L for Plain cement concrete (1:3:6) type C-2, using 40 mm graded crushed stone aggregate for floors complete all as specified and directed.

M&L for providing and laying 60 mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design and pattern as in footpath, parks, lawns, drive ways or light traffic parking etc of required strength, thickness & size /shape made by table vibratory method using PU mould, laid in required colour & pattern over and including 50 mm thick compacted bed of fine sand, compacting and proper embedding/laying of interlocking paver blocks in to the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern finishing and sweeping extra sand complete all a specified & directed.

L G BUILDERS (BID ID -3128323)

M/s Matadeen Ramchandra Agarwal (BID ID -3127552)

BHARAT MULTITECH INDUSTRIES PVT LTD (BID ID -3128401)

Panwar Construction Co. (BID ID -3127651)

MD BUILDER (BID ID -3128216)

GANGA INFRABUILD PVT LTD (BID ID -3127417)

M P KHAITAN (BID ID -3127240)

Rahul Construction India Pvt Ltd (BID ID -3120217)

surendra infrastructure pvt ltd (BID ID -3123719)