GE/H 38/2020 21

Amount

Demolition of brick work built in cement mortar including all quoins, arches, pillars etc all as specified and directed by Engineer-in-Charge.

Demolition of reinforced cement concrete of any description as in roof slabs, colmns, beams or in any other posisition complete all as directed by Engineer-in-Charge.

Excavation in trenches nexc 1.5m wide and n.exc 1.50m in depth for foundation and getting out in hard /dense soil complete all as specied and directed by Engineer-in-Charge.

M & L for providing PCC 1:4:8 type D-2(using 40mm graded crushed stone aggregate ), as in n sub base, sub floor filling and mass concrete complete all as specified and as directed by Engineer-in-Charge.

M&L for brick work with sub class 'B' bricks old size bricks strainght or curved on plan exc 6m mean radius built in CM 1 : 6 Complete all as specified.

M&L for RCC M-25 (Design mix) using 20mm graded aggregate as in footings, foundation, plinth beam, bases for columns, etc.; basement slabs, undreamed piles and mass concrete, etc. complete all as specified

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

M&L for RCC M-25 (Design mi ) using 20mm graded aggregate as in Beams, cantilevers, bressummers, lintels over 1.5m span, etc. complete all as specified

Form work, rough finished conc surfaces to sides of concrete foundation, footing, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work, vertical or to batter surfaces, etc complete all as specified and directed.

Form work, rough finished concrecte surfaces, to sides of pillars, post, struts ,piers, columns & stanchions, etc. complete all as specified and directed.

Formwork, rough finished conc surfaces to sides and soffits of floor or roof beams, beam haunchings, girders, bressum-mers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. complete all as specified

M&L for 10 dia & over, mild steel TMT bars, 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 0.90mm dia or securing with clips, quality of steel conforming to deformed or twisted bars Fe-410-W (Gde-E-250) complete all as specified.and directed.

All as per srl item No 12 above but 5 to 10mm dia as in stirrups & binders etc

Returning filling in including spreading, leveling and well ramming soft/loose soil in layers not exc 25cm thick each complete all as specified and as directed by Engineer-in-Charge,

Removing excavated material (i.e.. spoil) to distance not exc 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed by engineer-in-Charge.

M & L for rendering 15mm thick in CM 1:4 on fair faces of brick work or concrete surface mixed with water proofing compound as per manufacturers in structionss finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge.

All as per srl item No 16 above but on other than fair face of wall

M & L for providing PCC 1:2:4 type B-0 (using 12.5mm graded crushed stone agg) as in coping including necessary form work complete all as directed by Engineer-in-Charge.

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

M&L for preparation of new surface and applying two coat of exterior emulsion paint over a coat of 1mm thick wall care putty on wall surface upto 4 storey building all as specified.

S&F in repair galvanised 2 strand , steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossing with and provision of galvanised mild steel wire, staples ar steel pins, etc as directed .

S&F in repairs concertina coil fencing with punched tape concertina coil 610 mm dia 8-10 metre openable length ,having diameter of wire 2.59 mm, pitch between the barbs 24.5mm, wt of each coil 7.5 to 8 kg, tap to be 0.5 mm thick,tensile strength 1600 N/mm2(minimum) ,having 50 nos. rounds per 6 metre length,fixing in position upto 3 m height of wall with existing/new angle iron ‘Y’ shaped to be place 2.4 m or 3.00 m apart and with horizontal barbed wire layers, stud tied with G.I. staples and G.I. clips to retain horizontal,including necessary bolts or G.I.barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge. Note:1. The rate quoted by the tenderers are deemed to be included GI staples and GI clips to retain in position.However Barbed wire ,M.S. angle and P.C.C. blocks shall be measuered and paid separately under respective item of this schedule.

M&L Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars,and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite, laid over & including 20mm thick screed bed in CM 1:4, making noising and moulding etc. all as specified

M&L for MS framed work as in doors or gates of angle,square tube,circular or other section with gusset plates,rails,braces,etc, complete,drilled for fixing of steel sheeting or coverring. Doors,etc to be prepared for hanging or sliding with and including either hooks and hinges ,hole fast or steel hanging door fitting with fasterner icluding two wheel roller moving on C channel of Fe 410-W (Grade E-250).

M&L for preparation of new surface steel s and applying two coat of synthetic enamel paint over a one coat of red oxide primer of any description over 10cm girth or width, not otherwise described complete all as directed and specified.

SARRAJ ENGINEERS AND CONTRACTORS