GE 861 EWS-70/2024-25

Amount

Demolition of cement concrete (un-reinforced) in ground floors and pavings n.exc. 15 cm thick, below or above ground level complete all as specified and directed by Engineer-in-Charge.

Demolition of RCC slabs other than ground floors and similar suspended works 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 crushed 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 hopping 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 / boulder masonry built in cement mortar complete all as specified and directed by Engineer-in-Charge.

M&L for PCC 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) in foundation of drain filling and mass concrete complete all as specified and directed by Engineer-in-Charge.

M&L for stone masonry random rubble, well bonded, bedded and solidly hearted in cement mortar 1:6 in retaining walls abutments brought upto courses including necessary provn of weep holes etc. complete all as specified and directed by Engineer-in-Charge.

-ditto- as per Ser. Item No 7 above but except stone complete all as specified and directed by Engineer-in-Charge.

Material and labour for Brickwork with sub class ‘B’ bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge.

-Ditto- all as per item serial No 9 above but except bricks (Note: old serviceable brick retrieved from item No 05 above will be re-used) complete all as specified and directed by Engineer-in-Charge.

M&L for Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses complete all as specified and directed by Engineer-in-Charge.

M&L for Extra forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement, including forms moulds mitred/stopped ends etc complete all as specified and directed by Engineer-in-Charge.

Taking down cement plaster on brick or stone walls or concrete surfaces etc including raking out joints, hacking for key scrubbing down with water complete all as specified and directed by Engineer-in-Charge.

M&L for 15mm thick cement plastering on fair faces of brick work or concrete surfaces in cement mortar (1:4) finishing surfaces even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.

M&L for 20mm thick cement plastering on stone masonry surfaces or surfaces other than fair faces of brick work or on one side of lathing in cement mortar (1:4) finishing surfaces even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.

Preparation of new surfaces of plaster and applying two coats of cement base paint over a coat of alkali resistant priming paint 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 17 above, exc 1.50m but not exc 3.0m complete all as specified and directed by Engineer-in-Charge.

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

All as per item No 19 above but 100 mm dia complete all as specified and directed by Engineer-in-Charge.

M&L for salt glazed stone ware drain pipes, grade 'A' of 150mm dia laid in trenches and jointed including all accessories & fittings (Salt glazed stone ware, AC or Reinforced concrete) set in cement mortar, complete all as specified and directed by Engineer-in-Charge.

Description all as per item No 21 here-in-before but 100 mm dia 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 stone aggregate) complete all as specified and directed by Engineer-in-Charge.

Description all as per item No 23 here-in-above but 100 mm dia 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 manholes 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.

All as per item No 27 above but 100mm 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 in cement concrete M-5 (1:5;10), 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.

All as per item No 30 here-in-above but 110mm bore PVC (SWR) pipes 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.

All as per item No 32 here-in-before but 110mm bore PVC (SWR) pipes 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 110mm bore dia PVC (SWR) 'P' trap complete all as specified and directed by Engineer-in-Charge.

S&F in repairs 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 repairs 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 repairs 10 ltrs capacity PVC valve less, 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.

Dismantling of stone slab and tiles of any description or thickness in floors, aprons etc. laid bedded and pointed in any mortar complete all as specified and directed by Engineer-in-Charge.

M&L for machine pressed precast concrete interlocking paver block(with grey cement and pigment) any shape and size conforming to IS 15658-2006 of 60mm thickness, M-35 grade complete all as specified and directed by Engineer-in-Charge.

M&L for machine pressed precast concrete interlocking paver block (with grey cement and pigment) any shape and size conforming to IS 15658-2006 of 80mm thickness, M-40 grade complete all as specified and directed by Engineer-in-Charge.

Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed by Engineer-in-Charge.

M & L for PCC 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) as in coping and the like including weathering slightly rounded/chamfered angle with including necessary use and waste of form work for fair faces of concrete complete all as specified and directed by Engineer-in-Charge.

M&L for 20mm thick granite (of any type) machine cut over cement screed base laid and pointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and mirror polishing complete over and including 15mm thick screed bed in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge.

All as per item No 46 above but in riser of steps, skirting, dado and pillars laid over cement screed and jointed with grey cement to match complete over and including 10mm thick cement screed in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge.

M&L for 75mm thick cement concrete type C-2,1:3:6 (Using 40mm graded crushed stone aggregate) as in sub base complete all as specified and directed by Engineer-in-Charge.

M&L chequered cement concrete tiles (with grey cement and pigment) 20 cm x 20 cm x 25mm thick, set and jointed and pointed in neat cement slurry in floor over and including 15mm thick screed bed in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge.

M/S Manzoor Constructions (BID ID -3171001)

JANDOO AND CO (BID ID -3175506)

FIRDOUS AHMAD BABA (BID ID -3169211)

M/S SHEIKH FEROOZ AHMAD (BID ID -3173771)

M/s M Ashraf and Brothers (BID ID -3174961)