SPECIAL REPAIR TO DRAINS AT AASTHA COMPLEX UNDER AOR OF GE (AF) FARIDABAD

Amount

Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed.

M&L for PCC 1:3:6 type C-2 (40 mm graded stone aggregate) as in foundation filling and mass concrete for bottom of manhole etc, complete all as specified and directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick in each layer as in soil complete all as specified and directed.

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

M&L Brickwork with subclass `B' bricks,old size straight or curved on plan exc 6m mean radius, built in cement mortar (1:6), complete all as specified and directed.

M&L for rendering 15 mm thick in cement mortar (1:3) inside and outside wall of manhole,septic tank etc on brick work/concrete surfaces finished even and smooth (without using extra cement), complete all as specified and directed.

M&L for providing pre-cast reinforced cement concrete landing, cover slabs (for man holes etc), chullah hoods, chajjas, water troughs, mangers, shelves and similar items with plain faces in cement concrete 1:2:4 type B-1, using 20 mm graded stone aggregate and setting in cement mortar (1:4) complete all as specified and directed.

M&L for mild steel TMT bars 10 mm 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 0.9 mm dia or securing with clips complete all as specified and directed.

M & L for mild steel TMT bars 6 mm 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 0.9 mm dia or securing with clips complete all as specified and directed.

Demoltion and breaking up sewage pipe (SWR/ AC pipes and the like),150mm bore, set in cement mortar and removing the demolished material to a distance exc 50m but n exc 100m, complete all as specified and directed.

Demoltion and breaking up sewage pipe (SWR/ AC pipes and the like),200mm bore, set in cement mortar and removing the demolished material to a distance exc 50m but n exc 100m, complete all as specified and directed.

M&L for 100 mm DWC, pipes single socketd , in any length with rubber ring joints , laid in trenches or in floor complete all as specified in IS - 16098:2013 and as directed by Engineer-in-Charge.

M&L for DWC Pipe, 150 mm bore single socketd , in any length with rubber ring joints , laid in trenches or in floor complete all as specified in IS - 16098:2013 and as directed by Engineer-in-Charge.

M&L for DWC Pipe , 200 mm bore single socketd , in any length with rubber ring joints , laid in trenches or in floor complete all as specified in IS - 16098:2013 and as directed by Engineer-in-Charge.

M & L for cement concrete 1:3:6 type C-2 using 40mm graded stone aggregate as in bed to drain pipes of 100 mm bore including packing under and haunching against the sides of pipe after they are laid and tested complete all as specified and directed.

M & L for cement concrete 1:3:6 type C-2 using 40mm graded stone aggregate as in bed to drain pipes of 150 mm bore including packing under and haunching against the sides of pipe after they are laid and tested complete all as specified and directed.

M & L for cement concrete 1:3:6 type C-2 using 40mm graded stone aggregate as in bed to drain pipes of 200 mm bore including packing under and haunching against the sides of pipe after they are laid and tested complete all as specified and directed.

S&F FRP/GRP solid Manhole cover, area or cover size n.exc 1 sqm for each Manhole, with composite resin double Seal manhole cover load capacity 5 MT TO 25 MT and frame with grade designated as per EN124 standared with SS-304 nut and bolt type locking arrangments covers and frame shall have top abrasion resistant layer conforming to IS 15658 repair for factory made FRP/GRP Manhole cover (Ist quality) including grove and hook arrangement for lifting and placing in position and sides covered by hevy duty frame complete all as specified and as directed. Note : Size of cover required shall be intimated by the Engineer-in-Charge and no cover will be procured without direction of Engineer-in-Charge.

S&F mild steel work such as in angle iron, flat iron fillets etc for horn, fixing of barbed wire to RCC post, securing wire mesh etc. including all necessary cuttings, drilling, bolting or riveting etc and including 10mm MS bars as in tie bars fixed to fencing posts including necessary welding where required, as per site requirement and other similar works complete, conforming to Fe-290 Gde E-165, complete all as specified and directed.

S&F in repair precast factory made polycrete (SFRC) medium duty perforated drain cover of 100 mm thick rectangle in shape upto 01 sqm area each, with hole for drain, complete all as specified and directed.

M&L for Plain cement concrete (1:2:4) Type B-1, (using 20mm graded stone aggregate) as in copings, kneelers, apex stones,bed plates, including weathering, slightly rounded /benching or chamfered angles and throating, including necessary for use of formwork, complete all as specified and directed.

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 round section) in cement concrete 1:2:4 type B1, smooth finished and reforming benching as required, 100mm dia pipe complete all as specified and directed.

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 round section) in cement concrete 1:2:4 type B1, smooth finished and reforming benching as required, 150mm dia pipe complete all as specified and directed.

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 round section) in cement concrete 1:2:4 type B1, smooth finished and reforming benching as required, 200mm dia pipe complete all as specified and directed.

M & L for Gully traps salt glazed stoneware (SGSW) square or round mouthed type 'P' of size 150x150mm for drain pipes complete all as specified and directed.

M&L for Plain cement concrete 1:3:6 type C-1 (using 20 mm graded stone aggregate) as in surface channels, drains and bed of manhole, complete all as specified and directed..

Extra for 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.

M&L for Plain cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation filling and mass concrete, complete all as specified and directed.

M&L for loose filling with broken bricks aggregate of gauge 80 to 150mm in soakage pits, soakage wells, complete all as specified and directed.

M&L for loose filling with broken bricks aggregate of gauge 40 to 80mm in soakage pits, soakage wells, complete all as specified and directed.

S&F for 100mm bore Cast iron soil, waste and vent pipes, in any length with or without ears, with cement joints, fixed to walls etc, incl taking down old pipe, complete all as specifed and directed.

S&F for 75mm bore Cast iron soil, waste and vent pipes, in any length with or without ears, with cement joints, fixed to walls etc complete, incl taking down old pipe, complete all as specifed and directed.

S&F for 100mm bore CI bends (any radius), diminishing pieces or tapers (larger bore measured), complete all as specifed and directed.

S&F 75mm bore CI bends (any radius), diminishing pieces or tapers (larger bore measured), complete all as specifed and directed.

Removing debris/excavated material to a distance exceeding 1.5KM but not exceeding 5 KM and depositing where directed at a level n.exc 1.50 m above the starting point, complete all as specified and directed.

Demolition of cement concrete (unreinforced) in ground floors and pavings not exceeding 15cm thickness (below or above ground level) including floor finishes/tiling work and disposal of debris, complete all as specified and directed.

M&L for 50 mm thick PCC 1:3:6 type C-2 (using 40 mm graded stone aggregate) as in plinth protection / path/ any paved area, complete all as specified and directed.

M&L for 75mm thick PCC type D-2, 1:4:8 (using 40mm graded stone aggregate) as in sub base, complete all as specified and directed.

M&L for coloured machine pressed precast concrete interlocking paver block of any shape and size conforming to IS 15658 -2006 of 60mm thickness, with grey cement and pigment incl. 25mm thick sand filling, complete all as specified and directed.

Labour only for 60 mm thick machine cut precast concrete inter locking paver block (M-35) grade, complete all as specified and directed. Note : Serviceable paver blocks retrived from site shall be reused.

Labour only for 80 mm thick machine cut precast concrete inter locking paver block (M-40) grade, complete all as specified and directed. Note : Serviceable paver blocks retrived from site shall be reused.

M&L for machine pressed precast interlocking paver block any shape and size conforming to IS -15658-2006 of 80mm thickness M-40 grade with grey cement and pigment over and including 25mm thick sand cushioning complete all as directed.

M&L for sand filling under floors or in foundation including watering and consolidation, complete all as specified and directed.

M & L for chequered tiles of size 300 x 300 x 25 mm thick (colour and glazed approved by EIC) with grey cement and pigments laid over 15 mm thick screed bed in Cement mortar (1:6) bedded and jointed in neat cement slurry, incl dismantling, complete all as specified and directed.

M&L for 25 mm thick PCC type B-0, 1:2:4 (using 12.5 mm graded stone aggregate) as in laying of floor/sub base finishes, complete all as specified and directed.

M&L for PCC 1:2:4 type B-2 (using 40mm graded stone aggregate) as in flooring incl finishing the cement concrete surface even and smooth with using extra cement, rubbish off the primises and incl demolition of old UNSV, complete all as specified and directed .

M&L for providing precast cement concrete (1:2:4 type B0 using 12.5mm graded stone aggregate) louvers and jallies, 40mm thick (measured solid), including all mouldings and frame, set in CM 1:4, complete all as specified and directed.

yameen enterprises (BID ID -3327693)

Singh Associates (BID ID -3319563)

High Tech Metal India (BID ID -3313666)