GE 861 EWS-53(T)/2025-26

Amount

Clearing/cleaning of sewage lines/drain pipes, including man holes, 100mm bore laid to any slope or gradient, any depth, with manual or mechanical method, removing and depositing the sludge not less than 100 metre away from the site of clearing and covering the sludge with layer of 25mm thick layer of earth, complete all as specified and directed by Engineer-in-Charge. Note: All works to be carried out under foul conditions.

Clearing/cleaning of sewage lines/drain pipes, including man holes, 150mm bore laid to any slope or gradient, any depth, with manual or mechanical method, removing and depositing the sludge not less than 100 metre away from the site of clearing and covering the sludge with layer of 25mm thick layer of earth, complete all as specified and directed by Engineer-in-Charge. Note: All works to be carried out under foul conditions.

Clearing/cleaning of sewage lines/drain pipes, including man holes, 200mm bore laid to any slope or gradient, any depth, with manual or mechanical method, removing and depositing the sludge not less than 100 metre away from the site of clearing and covering the sludge with layer of 25mm thick layer of earth, complete all as specified and directed by Engineer-in-Charge. Note: All works to be carried out under foul conditions.

Cleaning of MH of any description of size n. exc 1.5 M in depth including lifting up and removing sludge and accumulated/ semi solid sludge and other foreign material with trailor mounted sewage cleaning pumps/mechanical devices and removing to a distance n. exc 250 m where directed by Engineer in charge & washing down of MH with water for smooth function of sewage complete all as specified and directed by Engineer-in-Charge. Note: All works to be carried out under foul conditions.

All as per item No 4 here-in-before but MH exc 1.5 M depth & n. exc 2 M and -ditto-.

Cleaning of septic tanks of 500 users capacity by bailing out water, removing sludge dust mud & other accumulated solids, semi solids etc including cleaning sewage sludge and other materials deposited out side the MD land, complete all as specified and directed by Engineer-in-Charge. Note: All works to be carried out under foul conditions.

All as per item No 6 here-in-before but septic tank of 100 user capacity and -ditto-.

All as per item No 6 here-in-before but septic tank of 25-50 user capacity and -ditto-.

M & L for removal of blockage from WC by using rubber cup 125mm dia with wooden handle and clearing the blockage up to manhole with cleaning rod including removal of all materials from P trap of WC (qtrs from ground floor to 3rd floor) complete all as specified and directed by Engineer-in-Charge. Note: All works to be carried out under foul conditions.

M & L for removal of blockage from kitchen/bathroom /WHB by using rubber cup 125mm dia and clearing the blockage up to gully traps with cleaning rod including removal of all materials from floor trap including dismantling and refixing of gratings. (qtrs from ground floor to 3rd floor) complete all as specified and directed by Engineer-in-Charge. Note: All works to be carried out under foul conditions.

Demolition of cement reinforced concrete (reinforcement cut as required to facilitate demolition) in ground floors & pavings n.exc 15 cm thickness (below or above ground level) complete all as specified and directed by Engineer-in-Charge.

M & L for precast reinforced cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate for cover slab for Man holes / Septic tank set in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge.

S & F TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge.

Demolition of brick work or stone masonry built in cement mortar including all quoins, arches, pillar etc but excluding ashlar facing, dressed stone work and precast concrete articles complete all as specified and directed by Engineer-in-Charge.

M & L for brick work with sub class ‘B’ brick straight or curved on plan exceeding 6m mean radius in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge.

All as per item No 15 above but except brick complete all as specified and directed by Engineer-in-Charge.

M & L for rendering 15mm thick plastering in cement mortar 1:4 on other than surface of brick or concrete surfaces finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge.

Excavation in trenches n exc 1.50m wide and n exc 1.50m in depth for foundation etc or for shaft wells, cesspits manholes pier holes etc next 10 sqm on plan and n exc 1.5m in depth and getting out in any type of soil, complete all as specified and directed by Engineer-in-Charge.

Description all as per item no 18 above, exc 1.50m but not exc 3.0m complete all as specified and directed by Engineer-in-Charge.

Demolition and breaking up drains 150 mm dia (salt glazed ware, AC or reinforced concrete) set in Cement mortar complete all as specified and directed by Engineer-in-Charge.

Demolition and breaking up drains 100 mm dia (salt glazed ware, AC or reinforced concrete) set in Cement mortar complete all as specified and directed by Engineer-in-Charge.

M&L for 150mm bore RCC pipes Class NP2 with collar, laid in trenches and jointed in cement mortar 1:2 complete all as specified and directed by Engineer-in-Charge.

M&L for 100mm bore RCC pipes Class NP2 with collar ,laid in trenches and jointed in cement mortar 1:2 complete all as specified and directed by Engineer-in-Charge.

M & L for Concrete bed to drain pipe 150mm dia including packing under and haunching against the sides of pipe PCC 1:4:8 type D2 (using 40mm graded crushed stone aggregate) complete all as specified and directed by Engineer-in-Charge.

M & L for Concrete bed to drain pipe 100mm dia including packing under and haunching against the sides of pipe PCC 1:4:8 type D2 (using 40mm graded crushed stone aggregate) complete all as specified and directed by Engineer-in-Charge.

Returning filling in (soil) including spreading, levelling , watering and well ramming in layers n exc 25cm thick, complete all as specified and directed by Engineer-in-Charge.

Removing of surplus soil to a distance n exc 50 mtr and depositing where directed at a level n exc 1.5 mtr above the starting point, complete all as specified and directed by Engineer-in-Charge.

Cutting into existing manhole for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B1 smooth finished and reforming benching as required for 150 mm dia of pipe, complete all as specified and directed by Engineer-in-Charge.

S&F in repairs vitreous china squatting pan water closet, Orissa pattern, size 580x440mm white with integral foot rests (excluding flushing cistern and flush pipe) including cast iron 'P' or 'S' trap, jointing to flush pipe complete and making good to floor including cement concrete (1:5:10) filling, type E-2 using 40mm graded crushed stone aggregate, complete all as specified and directed by Engineer-in-Charge.

S&F in repairs 75mm bore PVC (SWR) pipes, single socketed, in any length with rubber ring joints, laid in trenches or in floors etc, complete all as specified and directed by Engineer-in-Charge.

S&F in repairs 110mm bore PVC (SWR) pipes, single socketed, in any length with rubber ring joints, laid in trenches or in floors etc, complete all as specified and directed by Engineer-in-Charge.

S&F in repairs 75mm bore dia PVC (SWR) pipes, single socketed, in any length with rubber ring joints fixed to walls, complete all as specified and directed by Engineer-in-Charge.

S&F in repairs 110mm bore dia PVC (SWR) pipes, single socketed, in any length with rubber ring joints fixed to walls, complete all as specified and directed by Engineer-in-Charge.

S&F in repairs 110mm bore dia PVC (SWR) bends, complete all as specified and directed by Engineer-in-Charge.

S&F in repairs 75mm bore dia PVC (SWR) bends, complete all as specified and directed by Engineer-in-Charge.

S&F in repairs 75mm bore dia PVC (SWR) floor trap, plain with grating including jointing with solvent cement, complete all as specified and directed by Engineer-in-Charge.

S&F in repairs 110 mm bore dia PVC (SWR) 'P' trap, complete all as specified and directed by Engineer-in-Charge.

S&F in repair vitreous china wash down water closet pan (Pedestal pattern, white), but including flush pipe of polyethylene of low or high density or PVC, 32mm dia for low level cistern and plastic water closet seat , black, closed pattern with flat bottom, and cover and mild steel chromium plated or aluminium hinging device complete all as specified and directed by Engineer-in-Charge.

S&F in repair Vitreous China bowl urinal flat back, size of 465 x 355 x 265 mm white (minimum), with grating and union for discharge pipe (excluding flushing cistern, flush pipe and waste pipe) complete all as specified and directed by Engineer-in-Charge.

S&F in repair 10 ltrs capacity PVC valveless, syphonic action type, flushing cistern, low level, white, with inlet, ball valve, float and handle including brackets complete all as specified and directed by Engineer-in-Charge.

M/S SHEIKH FEROOZ AHMAD (BID ID -3483246)

M/S HAFIZ AND SONS (BID ID -3483299)