GE 861 EWS-81/2024-25

Amount

Excavating over areas n exc 1.5 m deep and getting out in soft/ disintegrated rock complete all as specified and directed by Engineer-in-Charge.

M&L hard core of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to true surfaces (broken stone or boulders) complete all as specified and directed by Engineer-in-Charge.

M&L for cement concrete type D-2, 1:4:8 (using 40mm graded crushed stone aggregate), 100 mm thick as in sub base to floors complete all as specified and directed by Engineer-in-Charge.

M&L for Cement concrete as in foundations, 1:2:4 Type B1 (using 20MM graded crushed stone aggregate) as in hard standing laid in panels finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.

M&L for forming 20 mm thick expansion joints with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound in 150mm thick concrete flooring complete all as specified and directed by Engineer-in-Charge.

M&L forming construction joints 30mm deep X10mm wide filled with sealing compound etc in concrete flooring complete all as specified and directed by Engineer-in-Charge.

Removing of excavated material exc 250m but n.exc. 500m and depositing where directed complete all as specified and directed by Engineer-in-Charge.

M&L for cement concrete in roof kerbs or mud stops, rounded or chamfered on edges in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs complete all as specified and directed by Engineer-in-Charge.

M&L for RCC M-25 (design mix) ( using 20 mm graded crushed stone aggregate ) as in foundation, including rafts, footing, foundation beams, plinth beams, bases for columns etc basement slabs complete all as specified and directed by Engineer-in-Charge.

M&L for RCC M-25 Design Mix concrete (using 20mm graded crushed stone aggregate) as in columns, pillars, piers, post and struts complete all as specified and directed by Engineer-in-Charge.

M&L for form work to sides of concrete foundations, footings, bases of columns, sides and soffits, plinth beams and similar work with rough finished surface complete all as specified and directed by Engineer-in-Charge.

M&L for form work to sides of pillars , posts struts, piers, columns and stanchions etc with rough finished complete all as specified and directed by Engineer-in-Charge.

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

M&L for cement concrete 1:4:8 mix type D2, (using 40mm graded crushed stone aggregate) as in foundations, filling and mass concrete 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 CM 1:4 complete all as specified and directed by Engineer-in-Charge.

M&L for rendering 15mm thick cement plaster on other than fair faces of brick work or concrete surfaces in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge.

M&L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted built in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge.

M&L for pre cast PCC 1:3:6 TYPE C-1, (using 20mm graded crushed stone aggregate) as in bond stone set in CM 1:4 complete all as specified and directed by Engineer-in-Charge.

M&L for PCC 1:2:4 TYPE B-1, (using 20mm graded aggregate) as in bed plates, coping etc stone set complete all as specified and directed by Engineer-in-Charge.

M&L for struck, raised, keyed pointing random or polygonal rubble uncoursed or brought upto courses in cement mortar 1:3 complete all as specified and directed by Engineer-in-Charge.

S&F PVC (SWR) pipes single socketed in any length with rubber ring joint fixed with wall of 110mm dia as in rain water pipe complete all as specified and directed by Engineer-in-Charge.

M&L for hand packing stone boulders, any thickness as directed at back of walls over gaps etc raising (or lowering) to the required level complete all as specified and directed by Engineer-in-Charge.

M&L for broken to gauge exc 63 mm and n exc 100mm boulder filling dry, hand packed tightly as in wire crate apron blocks (for screening to weep holes on earth filling side) of retaining walls etc. complete all as specified and directed by Engineer-in-Charge. Note : 1 Size and shape of block shall be as approved by the GE. No claim whatsoever shall be entertaied on this account . 2. Wire crate shall be measured & paid separately under respective item.

S&F 4mm dia galvanised steel wire 50mm x 50mm mesh, made up into mattresses or cages, lapped wired and laid in position, including closing, after filling complete all as specified and directed by Engineer-in-Charge.

M&L for returning, filling in including spreading levelling watering and well ramming in layers not exc 25cm in soil, complete all as specified and directed by Engineer-in-Charge.

M&L for removing excavated materials n.exe 50 mtr and depositing where directed at level n.exc 1.5mtr above the starting point complete all as specified and directed by Engineer-in-Charge.

M&L for PCC coping (1:3:6) type C-0 using 12.5mm graded crushed stone aggregate as in coping including necessary form work, including weathering, slightly rounded or chamfered angles and throating 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 surface channels and drains etc. complete all as specified and directed by Engineer-in-Charge.

M&L for RCC type B-1, 1:2:4 (using 20 mm graded crushed stone aggregate), precast as in small culvert slab, manholes and soak well cover slab etc set in cement mortar (1:4) etc with and including necessary form work as directed and fixed complete all as specified and directed by Engineer-in-Charge. (Note:-Reinforcement shall be measured & paid separately).

S&F TMT bars of 6 mm to 8 mm dia in reinforcement cut to length bent to shape required including cranking bending and binding with mild steel annealed wire not less than 0.90 mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge.

M&L for 15mm thick rendering in cement mortar (1:4) finished even and smooth without using extra cement for manhole and like complete all as specified and directed by Engineer-in-Charge.

M/S HAFIZ AND SONS (BID ID -3251237)

M/S MATOO INFRASTRUCTURES PVT. LTD. (BID ID -3257069)

BHAT CONSTRUCTIONS AND BUILFERS (BID ID -3256652)

M/S M.S. BUILDERS (BID ID -3251162)

FIRDOUS AHMAD BABA (BID ID -3257106)

M/S GASSI BROTHERS (BID ID -3250494)