REPAIR/ MAINTENANCE OF DAMAGED SEWAGE LINES, MANHOLES, MANHOLE COVERS AND OTHER ASSOCIATED WORKS AT AFS BAREILLY UNDER GE (AF) BAREILLY

Amount

Demolition of brick work or stone/ boulder masonry including all quoins, arches, pillars, etc. built in cement mortar or cement lime mortar including removal of debris from site to out side MoD land.

M&L for brickwork with fly ash bricks having designation 75 conforming to IS-12894 (2002), straight or curved on plan exc 6m mean radius,using old size bricks built in cement mortar 1:6 complete all as specified.

All as per item No.2.00 above but EXCEPT BRICKS complete all as specified. NOTE: - OLD SERVICEABLE BRICKS OBTAINED FROM ITEM NO.1.00 ABOVE SHALL BE RE-USED UNDER THIS ITEM.

M&L for rendering 15 mm thick in cement mortar (1:4) on fair faces of brickwork or concrete surface including finishing surface even and smooth using extra cement and mixing of water proofing compound @ 2% by wt of cement or as per manufacturer's instructions (Note: WPC shall be measured & paid separately as supply only) for internal surfaces of manholes all as specified.

Supply only water proofing compound

Extra for forming fair finished drain or channels 30 cm inner girth in cement concrete using extra cement including forms, moulds mitred/stopped ends etc in manholes. (Note : Inner girth shall only be measured).

Demolition of reinforced cement concrete in any position and any description including cutting of reinforcement bars to facilitate demolition including removal of debris from site to out side MoD land.

M&L for precast reinforced cement concrete (1:2:4) type B-1 using 20 mm graded stone aggregate as in landing, manhole cover slab, chullah hoods, chajjas, shelves and similar work with plain faces and setting in cement mortar (1:6) all as specified.

M&L for mild steel TMT bars 8 mm dia, cut to length, bent to shape required including cranking, bending spirally for hooping for columns and binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified.

Demolition and breaking up drain pipes of 200 mm bore (salt glazed stoneware, AC or reinforced concrete) set in any cement mortar complete all as specified.

All as per item No. 10.00 above but for 150 mm bore pipe.

All as per item No. 10.00 above but for 100 mm bore pipe.

S&F for 200 mm bore reinforced concrete pipe class NP-2, laid and jointed with collars and jointed in cement mortar 1:1 with spun yarn in trenches complete all as specified.

All as per item No. 13.00 above but for 150 mm bore pipe.

All as per item No. 13.00 above but for 100 mm bore pipe.

Excavation in trenches not exc. 1.50 mtr wide and not exc. 1.50 mtr in depth for foundation etc. or for manholes, cesspits, shafts etc. not exc. 10 Sqm on plan and not exc 1.5 mtr depth and getting out in soft / loose soil all as specified.

All as per item No. 16.00 above but for exc 1.50 mtr but not exc. 3.0 mtr depth.

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

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

M&L for cement concrete (1:4:8) type D-2 (using 40 mm 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 all as specified.

All as per item No. 20.00 above but for 150 mm bore pipe.

All as per item No. 20.00 above but for 100 mm bore pipe.

M&L for cement concrete (1:2:4) mix, type B-1 (using 20 mm graded stone aggregate) as in coping, bed block for embedding hold fasts, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles & throating as directed including necessary form work complete all as specified.

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

M&L for cutting into existing manhole for connecting new drain, making good to pipe and rendering, cutting out existing benching for and forming branch channel (½ round or ¾ section) in cement concrete (1:2:4) type B-1 smooth finished and reforming benching as required upto 100 mm bore pipe complete all as specified.

M&L for cutting into existing manhole for connecting new drain, making good to pipe and rendering, cutting out existing benching for and forming branch channel (½ round or ¾ section) in cement concrete (1:2:4) type B-1 smooth finished and reforming benching as required for 150 mm bore pipe complete all as specified.

M&L for cutting road/hard standing (bituminous/concrete surface) for crossing of sewage lines etc and making good with cement concrete 1:2:4 mix, type B-1 (using 20mm graded stone aggregate) of 200 mm thick including ramming, watring etc complete all as directed.

Taking down eaves gutters and rain water pipes (any type, size or pattern) including all fittings complete all as specified.

S&F for 110 mm bore PVC (SWR) pipe, single socketed, in any length with rubber ring joint laid in trenches or in floor all as specified.

S&F for 110 mm bore PVC (SWR) bend any radius all as specified.

M/s Agarwal Builders (BID ID -3490398)

SHRI SIDHI VINAYAK INFRASTRUCTURE DEVELOPERS (BID ID -3495291)