CONSTRUCTION OF KENDRIYA VIDYALAYA SCHOOL BUILDING AT AF STN THANE

Amount

M&L for demolition of Brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles,complete all as specified and as directed.

M&L for walling of random rubble, uncoursed, well bonded, solidlyhearted stone masonry in cement mortar (1:4) all as specified & directed including preparation of existing wall for raising wall height and flush/Keyed/raised pointing in CM 1:3 to match with existing wall ,complete all as specified and as directed.

Ditto as per Srl Item No 3.00 above but except stone

M&L Extra over stone walling for hammer dressing with maximum depression on face from straight edge held against the dressed of face, beds and joints ,complete all as specified and as directed.

M&L for PCC (1:2:4) type B1 using 20mm graded stone aggregate as in bed block and the like including weathering slightly rounded or chamfered angle and throating,complete all as specified and as directed.

M&L for broken glass coping 25mm thick in cement mortar (1.3) ontop of walls, embedded and glass n.exc 10kg/sqm ,complete all as specified and as directed.

M&L for PCC (1:2:4) type B1 using 20mm graded stone aggregate as in coping and the like including weathering slightly rounded or chamfered angle and throating ,complete all as specified and as directed.

M& L for Boring holes 2m deep in soil for under-reamed pile and getting out and disposal of spoil to a distance of n exc 50 m for 300mm Dia pile ,complete all as specified and as directed.

Ditto as per Srl Item No 8.00 above but for each metre depth upto 2.50m addl ( intermediated depth to be paid pro-rata ) for 300 mm dia pile, complete all as specified and as directed.

Excavation in trenches, n exc 1.50m wide and n.exc 1.50m in depth and getting out in hard/dense soil ,complete all as specified and as directed.

M&L for PCC 1:4:8 Type D2 using 40mm graded stone aggregate in foundation filling and mass concrete ,complete all as specified and as directed.

M&L for RCC M- 30 using 20mm graded stone aggregate in foundation including rafts, footings, foundation beams,plinth beams, bases for column etc.,complete all as specified and as directed.

M&L for RCC M- 30 using 20mm graded stone aggregate in Columns, pillars, piers, posts and struts ,complete all as specified and as directed.

M& L for Use and waste of formwork to sides of concrete foundation,footings,bases of columns, raft and raft beams sides and soffits (if any) of foundation and plinth beams and simillar work vertical or to batter ,complete all as specified and as directed.

M&L for Formwork to edges of concrete flats,treads,breaks in floors, window cills, concrete railings, opening in conccrete walls, floor and roofs n exc 20cm wide and sides of RCC / PCC bands in walls, horizontal or sloping and simillar work exceeding 10 cm but not exceeding 15 cm wide for fair finished surfaces ,complete all as specified and as directed.

M& L for Use and waste of formwork for sides and soffits of top projected copings for fair fnished surfaces ,complete all as specified and as directed.

M&L for Use and waste of Formwork to sides of pillars, posts, struts, piers, columns, and stanchions ,complete all as specified and as directed.

M&L for mild steel TMT bar 8mm to 16mm bar ut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with 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 TMT bar 5mm and over upto and incl 8mm bar cut to length, bent to shape required as in stirrups ,complete all as specified and as directed.

M & L Brickwork with fly ash modular bricks straight or curved on plan exc 6m mean radius in cement mortar (1:4 ) ,complete all as specified and as directed.

M & L rendering 10 mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces finished even and smooth ,complete all as specified and as directed.

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

S&F rolled mild steel in Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) FE410W(Gde E-250 quality B) ,complete all as specified and as directed.

M&L for mild steel base plate square cut to notched(ordinary or countersunk) forming holes with riveted, bolted or welded attachment or sumiliar work ,complete all as specified and as directed.

S&F mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed other end, or screewed both ends each screwed end to be fitted with washer and one hexagonal or square nut exc 15 cm and n.exc 22.5 cm length ,complete all as specified and as directed.

M&L for galvanised 2 strand steel barbed wire 2,24mm dia, barbed with 2mm dia barbs at 75mm spacing and staining and fixing to any type of standard rails, straining bolts including securing or tying at crossing with and provn of galvanised mild steel wire staples or steel pins, etc directed (each line of wire to be meausred) ,complete all as specified and as directed.

M&L for applying two coats of anticorrosive paint over one coat of primer including preparation of new steel surfaces of any description,complete all as specified and as directed.

Removal of excavated material exc 1.5Km and n exc 5Km depositing where directed at a level n ecx 1.5m above the starting point ,complete all as specified and as directed.

Surface dressing n exc 30 cm deep and avg 15 cm deep and getting out in Hard / dense soil ,complete all as specified and as directed by Engr-in-charge

M&L for Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and as directed by Engr-in-charge

M&L for 100 mm thick PCC 1:4:8 type D-2 using 40mm graded stone aggregate as in sub base complete all as specified and as directed by Engr-in-charge

M&L for PCC 1:2:4 type B-1 using 20mm graded stone aggregate as in flooring or mass concreting complete all as specified and as directed by Engr-in-charge

M&L for 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 ,complete all as specified and as directed by Engr-in-charge

Nissan Electricals

Vishal Builders

Safe Construction Co.