PROVN OF OPEN DRAINAGE AT CERTAIN LOCATIONS AT AF STATION SRINAGAR

Amount

Excavation in trenches not exc. 1.5 M wide and not exc. 1.5m depth for foundation etc not exceeding 10 sqm on plan and not exc. 1.5m depth and getting out in soft/loose soil, complete all as specified and directed by Engineer-in-Charge.

Returning and filling in trenches including spreading leveling, watering and well ramming in layers not exceeding 25 cm in soft/loose soil, complete all as specified and directed by Engineer-in-Charge.

Removal of excavated soil to a distance not exc 50m and depositing where directed at a level not exc 1.5m above the starting point, complete all as specified and directed by Engineer-in-Charge.

Material and labour for Plain cement concrete 1:3:6, type C2 using 40 mm graded stone aggregate as in foundation filling and mass concrete, complete all as specified and directed by Engineer-in-Charge.

Material and labour for Cement concrete 1:2:4 type B-0 using 12.5 mm graded stone aggregate as in benching /coping and the like including weathering, slightly rounded or chamfered angles as directed including form work and finishing all exposed surfaces, complete all as specified and directed by Engineer-in-Charge.

Material and labour for brick work with sub class 'B' brick straight or curved on plan exc 6m mean radius or inclined in section built in CM 1:4, complete all as specified and directed by Engineer-in-Charge.

Material and labour for Rendering 15 mm thick on brick masonary wall surfaces in cement mortar 1:4, finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge.

Material and labour for preparation of new plastered surfaces of wall and applying two coats of white wash on walls, complete all as specified and as directed by the Engr-in-Charge.

Material and labour for formwork to soffit of suspened slabs such as roof slabs, floor slabs, landing and similar works not exc 200mm thick, complete all as specified and as directed by the Engineer-in-Charge

Material and labour for mild steel TMT bars of 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 as directed by the Engineer-in-Charge

Material and labour for RCC Nominal Mix 1:2:4, Type B-1, (Using 20mm Graded stone aggregate) as in slabs supported on walls, beams and columns in floors roofs, landings, balconey, canopies, parapets, copings, shelves etc, complete all as specified and as directed by the Engineer-in-Charge

Supply and fixing 300mm bore Reinforced concrete pipes, class NP2, laid and jointed with collars, complete all as specified and as directed by the Engineer-in-Charge.

All as per srl Item No.12 here-in-above, but of 450mm bore.

All as per srl Item No.12 here-in-above, but of 600mm bore.

Material and labour for Broken stone or boulders of guage n exc. 63mm, deposited, spread and levelled in layers n exc. 15cm thick, watered and rammed to a true surface, complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for 100 mm thick PCC 1:2:4 Type B1 using 20mm graded aggregate as in Floor /Path /Hardstanding complete all as specified and as directed by the Engineer-in-Charge.

S&F for Framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165, complete all as specified and directed by Engineer-in-Charge.

Material and labour for prepration of new surface of steel and iron surface of any description, over 10 cm width or girth, not otherwise described and applaying two coats of synthatic enamal paint over a coat of red oxide primer, complete all as specified and as directed by the Engr-in-Charge.

Extra for forming fair finish 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.

Material and labour for framework to edges of concrete flats, treads, break in floors, windows cills, concrete railings, opening in concrete railings, opening in concrete walls, floor and roof not exceeding 20cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar works exc 10 cm but n.exc 20cm wide complete all as specified and as directed by the Engr-in-Charge.

M/S FEROZ AHMED MIR

MEGA CONCRETE CONSTRUCTION ENGINEERS AND CONTRACTORS

M/S GHULAM HASSAN AND SONS

M/S Abdul Ahad Rather

ALCO ENGINEERSPVT LTD

M/S Thakur & Sons