Special Repairs to Bldg No. P-80 under GE Kamptee

Amount

Demolition of plain cement concrete in ground floor & paving not exc 15 cm thick above or below ground level complete all as specified and directed.

Demolition of cement concrete of any description and in any position not otherwise specifically provided, complete all as specified and as directed

Dismantling of asbestos cement/translucent (corrugated / semi-corrugated etc.,) sheets in roof coverings including ridges complete all as specified and as directed.

Dismantling of timber scantlings 40 Sqcm and over in section in any position, unframed work, complete all as specified and as directed

Demolition of brick work or stone/boulder masonry built in cement mortar including ashlar facing dressed stone and pre-cast concrete articles complete all as specified and directed.

Excavation in post holes (or Similar holes) n. exc 0.50 cum, getting out in soft/loose soils, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exc 25 cm, watering and removing surplus soils to a distance n exc 50m and making good surface, all as specified and as directed.

Returning filling in, including spreading, leveling watering and well ramming in layers not exc 25 cms thick with hard/ dense soil all as specified and as directed.

Removing excavated materials to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point all as specified and as directed.

Excavation in trenches n exc 1.50m wide and n exc 1.50m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes, etc. n.exc 10 sqm on plan and not exc 1.50m in depth and getting out in soft/loose soil all as specified and directed.

M&L for hardcore of broken stone boulders of gauge n, exc 63 mm as in floor filling, deposited, spread and leveled in layers n. exc 15 cm thick watered and rammed to a true surface, all as specified and as directed.

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

M&L for cement concrete 1:2:4 type B-2 (using 40mm graded granite stone aggregates) as in foundations, filling and mass concrete complete all as specified and as directed.

M&L for RCC M-25 design mix RMC (Ready Mix Concrete) as in ground floor/basement for raft slabs, foundations, raft footing, foundation beams, plinth beams, bases for columns etc., complete all as specified and as directed by Engr-in-charge. Note: Supplier of RMC shall be approved by GE as per PS clause No. 9.10.3.

M&L for RCC M-25 design mix as in Columns, Pillars, piers, posts and struts etc., complete all as specified and as directed.

M&L for RCC M-25 design mix as in beams and lintels etc., complete all as specified and as directed by Engr-in-charge.

Use and waste of form work to the sides of concrete foundations, footings, base of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar works, vertical or to batter, rough finished flat surfaces of concrete etc., complete all as specified and as directed.

Use and waste of form work to the sides and soffits of beam, lintel rough finished surfaces etc., complete all as specified and directed.

Use and waste formwork to Square, rectangular or polygonal form work to the sides pillars, posts, struts, columns and stanchions etc., including fair finished surfaces, complete all as 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 hooping for slabs, hooking ends and binding with and including MS wire (annealed) not less than 0.9mm dia or secured clips, complete all as specified and directed.

All as per item No.19 above, but 5mm dia and over up to and including 10mm dia in stirrups, spacers and binders.

M&L for rolled mild steel Plates (plain or chequered) channels, wind tie, square cut or notched (ordinary and counter sunk) forming holes, without any attachment, complete all as specified and directed

S&F Mild steel screw bolts 11 to 15 mm dia (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, n exc 5cm long, complete all as directed.

S&F Mild steel screw bolts 16 to 20 mm dia (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exc 22.5 cm and n exc 30 cm long, complete all as directed.

M&L for Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161-1979 grade St.-240, complete all as specified and as directed.

S&F Pre-painted Galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering / cladding to wall, fixed with self tapping screws complete all as specified and as directed.

M&L for brick work with fly ash bricks straight or curved on plan exc 6 mtr mean radius built in CM 1:6 (Using old size brick) complete all as specified and directed.

M&L for Rendering 15 mm thick in CM 1:4 on fair faces of brick masonry or concrete surfaces finished even & smooth without using extra cement complete all as specified and as directed.

Material & labour for preparation of new plastered surfaces of wall & applying two coats of cement base paint over a coat of white wash, complete all as specified and as directed.

Preparation of New steel surfaces of any description, not otherwise described, over 10 cm width or girth and applying two coats of Synthetic enamel paint over a coat of red oxide primer (Ordinary tint), complete all as specified and as directed.

Material & labour for carefully shifting of existing iron gate in a proper position including necessary welding, repairs & other associated work as required at site, and applying two coats of synthetic enamel paint (approved shade) over a coat of red oxide primer, complete all as specified and directed by Engr-in-charge.

NOTE :- SCHEDULE OF CREDIT (Amount shall be deducted offline from the total quoted amount to workout the net contract sum to be considered for acceptance.) [(-) Rs 44,175.00 /- ]

khushal constructions

M/s T.S.JOHAR

Harsh Construction Company

Bidder Name

Harsh Construction Company

chronicle enterprises

M/s T.S.JOHAR

khushal constructions