8608/e8

Amount

Surface dressing n exc 15cm deep and getting out in soft/loose soil all as specified and directed.

Surface excavation nexc 30cm deep and avaraging 15 cm deep and getting out in hard/dense soil all as specified and directed. .

Excavation over areas, n exc 1.5m deep and getting out in hard dense soil all as specified and directed.

Excavation over areas, depth exc 1.5 m but nexc 3.00m and getting out in hard dense soil all as specified and directed.

Excavating over areas, exc 1.5 m but nexc 3.0 m deep and getting out in soft disintegrated rock all as specified and directed.

Excavation over areas, depth exc 1.5 m but nexc 3.00 m and getting out in hard rock by means of mechanical machinary all as specified and directed.

Excavation in trenches, nexc 1.5m wide and nexc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes nexc 10 sqm on plan and nexc 1.5m in depth and getting out in hard dense soil all as specified and directed.

Excavation in post holes (or similar holes) nexc 0.50 cum each and getting out in hard dense soil, returning, filling in, and ramming earth or broken rubble mixed with earth around in layers not exc 25 cm, watering, and removing surplus soil to a distance nexc 50 metre and making good the disturbed surfaces all as specified and directed.

Returning filling in including spreading spreading, levelling, watering and well ramming in layers nexc 25 cm thick all as specified and directed.

Removing of surplus soil to a distance nexc 50 m and depositing where directed at a level nexc 1.50 m above the starting point all as specified and directed.

M&L loose filling with broken brick aggregates of gauge 40 to 80 mm in soakage pits, soakage wells all as specified and directed.

M&L hardcore of gauge nexc. 63 mm, with broken stone and boulder, deposited, spread and levelled in layers nexc. 15 cm thick, watered and rammed to a true surfaces all as specified and directed. .

M&L PCC 1 : 4 :8 type D-2 ( using 40mm graded crushed stone aggregage ) as in foundations filling and mass concrete all as specified and directed.

M&L PCC 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) as in foundation, filling and mass concrete all as specified and directed.

M&L precast RCC 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) as in manhole cover including necessary form work and set in cement mortar (1:4) all as specified and directed.

M&L PCC 1:2:4, type B-1 (using 20mm graded crushed stone aggregate) as in kerbs, mud stops, benching and similar work all as specified and directed.

M&L PCC 1:2:4, type B-1 (using 20mm graded crushed stone aggregate) as in coping all as specified and directed.

M&L pre-cast cement concrete 1:3:6 type C-1 (using 20mm graded crushed stone aggregate) block masonry with solid blocks, exc. 10 cm in width and setting in cement mortar (1:4 ) all as specified and directed.

M&L old size brickwork with flay ash bricks in one brick thick wall honey comb walling built in CM 1:4 all as specified and directed.

M&L RCC 1 : 2 :4 type B-1 ( using 20mm graded crushed stone aggregate ) as in slabs supported on walls, beams and columns in floors, roofs, landing, balconies, canopies, deck slabs and in shelves and the like all as specified and directed.

Use and waste formwork to sides and soffits of plain suspended slabs such as roof slabs, floor slabs, landing and similar work, nexc 200mm thick (horizontal or sloping) all as specified and directed.

Use and waste formwork to sides and soffits of curved suspended slabs such as roof slabs, floor slabs, landings and similar work, not exceeding 200mm thick (horizontal or sloping) all as specified and directed.

M&L 100mm thick PCC 1:4:8 type D-2 (using 40mm graded crushed aggregate) as in sub base of PCC floor all as specified and directed.

M&L 50 mm thick PCC ( 1: 2: 4 ) type B-1 ( using 20mm graded crushed stone aggregate), finished top surfaces even and smooth using extra cement. all as specified and directed.

Supply only glass dividing strips, 3 mm thick and 38 mm wide all as specified and directed.

M&L pre-polished chequred cement concrete tiles 25cmx25cm/30cmx30cmx25 mm thick, set, jointed and in neat cement slurry in floors with grey cement and pigment, laid over and including 20 mm thick bedding layer of morter in CM(1:6) all as specified and directed.

M&L rolled mild steel for roof trusses (framed) tussed, purlins, crane gantries rails and fastenings and heavy brackets framing (beam, tee, angle, channels or flat sections) including distance pieces and cleats etc.(Fe 410 W (Grade E 250) quality A) all as specified and directed.

M&L rolled mild steel plate (plain or chequred) channel square cut or notched (ordinary or counter sunk) forming holes without any attachements (Fe 410 W (Grade E 250) quality A) all as specified and directed.

S&F 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(R) all as specified and directed.

Mild steel screw bolts (machine made) 11 to 15mm dia of neck 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 5cm but n exc 10cm long all as specified and directed.

M&L TMT bars 10 mm dia and over cut to length bent to shape required including cranking bending and binding with MS wire annealed not less than 0.9 mm dia confirming to IS - 432 as in reinforcement to MH cover all as specified and directed

M&L TMT bars 8 mm dia cut to length bent to shape required including cranking, bending and binding with MS wire annealed not less than 0.9 mm dia confirming to IS - 432 as in reinforcement to MH cover all as specified and directed.

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

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

M&L 75mm thick PCC 1:3:6 type C-2 (using 40mm graded crushed stone aggregate) as in plinth protection/path, finishing concrete surfaces even and smooth without using extra cement all as specified and directed.

M&L 200mm thick PCC 1: 3: 6 type C-2 (using 40mm graded crushed stone aggregate) in floorings, foot paths, hard standing, plinth protection including finishing the surfaces even and smooth without using extra cement all as specified and directed.

M&L rendering 15mm thick on fair faces of brick work or concrte surfaces in CM 1:4 and finishing the surfaces even and smooth without using extra cement all as specified and directed.

Supply only integral water proofing compound (ISI marked) all as specified and directed.

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

S & F 75 mm bore cast iron soil, waste and vent pipes in any length with or without ears, with cement joints fixed to wall all as specified and directed.

S&F 100 mm bore cast iron soil, waste and vent pipes in any length with or without ears, with cement joints laid in trenches or in floors all as specified and directed.

S&F 75 mm bore cast iron CI vent cowl all as specified and directed.

S&F 110mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls (jointing to be done with solvent cement) including PVC brackets all as specified and directed.

S&F 110mm bore PVC (SWR) bends of any radius all as specified and directed.

SIDHARTH CONSTRUCTION

M/S Swarn Constructions