REPAIRS TO PLINTH PROTECTION, DRAIN, FENCING AND COMPOUND WALL TO MD/OTM ACCN AT CQA(V) AND DAD COMPLEX UNDER GE(S) AHMEDNAGAR

Amount

Demolition of cement concrete (unreinforced) in ground floors and pavings n exc 15cm thick above or below ground level complete all as specified and as directed.

Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for all as specified and as directed.

Demolition of brick work or stone/ boulder masonary built in cement mortar including all quoins, arches, pillars, etc complete all as specified and as directed.

Dismantling of fencing wire mesh, any type, including line bars etc complete all as specified and as directed.

Dismantling of posts or struts (wood, steel or RCC), any section, including taking out embeded portion in concrete/ brick work masonary and making good disturbed ground complete all as specified and as directed.

Dismantling of precast cement concrete interlocking paver blocks of any description in floor, laid, bedded & pointed in any mortar or laid on sand cushioning, all as specified and as directed.

Taking down cement plaster of any description on brick or stone walls etc., including raking out joints, hacking for key, scrubbing down with water etc., complete all as specified and as directed.

Excavation in trenches, n exc 1.5m wide and n.exc 1.5 m in depth, in soft/ loose soil for foundation, laying pipes, drains or for manholes etc, n exc. 10 Sqm on plan and n.exc 1.5 m in depth and getting out all as specified and as directed.

Excavation in post holes, in any type of soil (Avg of soft/loose and hard/dense soil) each not exceeding 0.5 Cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm thick, watering and removing surplus soil to distance not exceeding 50m and making good disturbed surface complete all as specified and as directed.

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

Removing excavated soil to distance exc 250 m and n exc 500 m, depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and as directed.

M&L for PCC 1:4:8, type D2, using 40mm graded stone aggregates in foundations, filling and mass concrete all as specified and as directed.

M&L for PCC,1:3:6, type C2,using 40mm graded stone aggregates as in surfaces channels and drains complete all as specified and directed.

M&L for 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 as directed.

M&L for PCC,1:2:4, type B1, using 20mm graded stone aggregates as in kerbs, mud stops, rounded or chamfered angles etc complete all as specified and directed.

M&L for PCC,1:3:6, type C1, using 20mm graded stone aggregates as in coping, cills, plinth courses string courses, bed plates, apex stones etc including necessary formwork, weathering, slightly rounded or chamfered angles and throating as directed complete all as specified and as directed.

M&L for RCC M-25 (design mix), using 20 mm graded stone aggregates as in footings, foundation, plinth beams, base for columns and mass concrete etc complete all as specified and as directed.

M&L for RCC M-25 (design mix), using 20mm graded stone aggregates as in beams, cantilevers, bressummers, lintels over 1.5 m span etc. complete all as specified and as directed.

M&L for RCC M-25 (design mix), using 20mm graded stone aggregates as in columns, pillars, piers, posts and struts etc. complete all as specified and as directed.

M&L for brick work with fly ash bricks, old size, straight or curved on plan, exc 6 m mean radius, built in cement mortar 1:6, complete all as specified and as directed.

Use and waste of formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work vertical or to batter for rough finished flat surfaces of concrete complete all as specified and as directed.

Use and waste of formwork to sides and soffits of floor or roof beams, beam haunchings, girder, bressummers, lintels etc for rough finished flat surfaces of concrete complete all as specified and as directed.

Use and waste of form work to sides of pillars, posts, struts, piers, columns and stanchions for rough finished flat surfaces of concrete complete all as specified and as directed.

S&F mild steel work as in posts and struts in fencing including cutting tops to shape, drilling holes, notching for wire etc flat iron fillets (for securing wire mesh etc) including necessary drilling, bolting or rivetting etc and similar works conforming to FE 290 (Gde -E-165) complete all as specified and as directed.

M&L for mild steel work as in line bars for fixing chain link fencing etc complete conforming to Fe 290 (Gde E-165) all as specified and as directed.

M&L for mild steel screw bolt (Machine made) with washers and nuts, one end screwed, 10 mm dia and 65 mm long fixed to posts complete all as specified and as directed.

M&L for mild steel bolt, machine made, 12 mm dia shank with hexagonal or square head, one end and screwed the other or screwed both end, each screwed end to be fitted with washers and one hexagonal or square nut, not exceeding 15 cm long complete all as specified and as directed.

M&L for mild steel TMT bars, 10 mm dia and over, cut to length, bent to shape required, including cranking, bending, 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.

M&L for mild steel TMT bars 5 mm dia and over upto and including 10 mm dia as in stirrups, spacers and binders and binding with and including mild steel wire (annealed) not less than 0.90mm dia complete all as specified and as directed.

Supply only chain link fencing net, MS galvanised, made out of GI wire of 8 to 10 mm gauge, aperature not exceeding 65 mm, weight not less than 3.5 kg/sqm all as specified and as directed. Note : Payment shall be allowed only after ascertaining weight of chain link as per actual at site through BOO as ordered by GE.

Fixing only chain link fencing, any mesh, any type with securing bolts etc complete all as specified & as directed.

S&F in repairs, galvanized 2 strand, steel barbed wire 2.24 mm dia, barbed with 2 mm dia barbs at 75 mm spacing and straining and fixing to any type of standard rails, straining bolts, including securing or tying at crossings with and provision of galvanized mild steel wire, staples or steel pins etc complete all as specified and as directed.

M&L for 75 mm thick PCC 1:4:8, type D2, using 40 mm graded stone aggregates as in sub-base, complete all as specified and as directed.

M&L for 75mm thick PCC 1:3:6, type C2, using 40mm graded stone aggregate as in plinth protection, etc finished the surface even and smooth without using extra cement including provision of joint of size 10 mm wide & 10 mm deep and filling with bitumen mastic joint filling at every 3m length and at corners complete all as specified and as directed.

M&L for precast cement concrete interlocking paver blocks (glossy finish/ rubber matt finish), 60 mm thick ,hydraulically pressed cemented paver blocks of grey cement with pigments, factory made, M-35 grade as in floor, laid over & including 25 mm thick sand cusion and including filling of interstices with fine sand complete all as specified and as directed. Note : Size, shape & pattern of paver blocks shall be as decided by GE.

M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces, in cement mortar 1:4, finished even & fair complete all as specified and as directed.

M&L for rendering 15 mm thick on other than fair faces of brick work in cement mortar 1:4, finished even & fair complete all as specified and as directed.

M&L for preparation of new plastered surfaces of walls and applying two coats of cement base paint over a coat of primer complete all as specified and as directed.

M&L for preparation of new steel surfaces of any description exceeding 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and as directed.

M&L for preparation of new or previously untreated steel surfaces of any description, not exceeding 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and as directed.

Arihant Construction

AZAD SERVICES

M/S. Z.K.ENTERPRISES, AHMEDNAGAR

M/s Automech Engineering

M/s. A P INFRA

OM SAI ASSOCIATES

Vinod Enterprises

Manak landmarks

Avinash B Kullal

R. T. Saluji

MS. G.A. CONSTRUCTION