8607/E8

Amount

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

Excavating over areas, nexc 1.5 m deep and getting out in hard dense soil all as specified and directed.

All as per item No 1 here-in before but depth exc 1.5 m but nexc 13.00 m all as specified and directed.

Excavating over areas depth exc 3.00 m but nexc 4.5 m and getting out in hard rock by means of mechanical machinary or chisel cutting 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 and getting out in hard dense dense soil 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 and getting out in hard rock using mechanical means or chisel cutting all as specified and directed

Excavation in post holes (or similar holes) in hard /dense soil each nexc 0.5 cum and getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance nexc 50 m and making good disturbed surfaces all as specified and directed.

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

Removing excavated soil to a distance nexc. 50m and depositing where directed at a level nexc. 1.5 m above the starting point all as specified and directed.

Removing excavated soil to a distance exc 1.50 Km but n.exc 5 Km and depositing where directed at a level nexc. 1.5 m above the starting point all as specified and directed.

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

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

M&L PCC 1:2:4 type B2 (using 40mm graded crushed stone aggregate) as in foundations, filling and mass concrete all as specified and directed..

M&L PCC 1:2:4 type B2 (using 40 mm graded crushed stone aggregates) as in benching, surface channel all as specified and directed.

M&L cement concrete type B1, 1:2:4 (using 20 mm graded crushed stone aggregate) in coping all as specified and directed.

M&L PCC 1:2:4 Type B-1 (using 20mm graded crushed stone aggregates) as in precast concrete manhole covers all as specified and directed.

M&L PCC 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) for lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for water troughs and the like including weathering, slightly rounded or chamfered angles and throating all as specified and directed.

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

Use & waste form work to soffits of suspended slabs such as roof slabs not exc 200mm thick and similar work (Horizontal or sloping) all as specified and directed.

Use and waste form work to edges of concrete slabs exc 10 cm but not exc 20 cm thick thick all as specified and directed.

M&L RCC 1:2:4 type B1 (using 20 mm graded crushed stone aggregate) for slab supported on wall, beams and columns in floor, roofs, landings, balconies, canopies, deck slabs and in shelves and the like all as specified and directed.

M&L TMT bars in reinforcement 10mm dia and over, cut to length, bent to shape required including crankikng, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia all as specified and directed.

S&F mild steel TMT bars 8 mm dia, cut to length, bent to shape, requred, including crancing bending and binding with and including mild steel wire (annealed) not less than 0.90mm dia all as specified and directed.

S&F MS tube as in post, columns using ERW or induction butt welded tubes conforming to IS 1161-1979 grade Yst-240 including fabrication, erection and fixing in position all as specified and directed.

S&F mild steel rolled sections as in roof trusses (framed), trussed purlins crane gantries, rails and fastenings and heavy bracket framing (beam, tee, angle channel or flat sections) including distance pieces, cleats etc. (Fe 410-W (Gde E-250) quality A) all as specified and directed.

S&F rolled sections as in main and cross beams, hip and jack rafters, purlins where connected to common rafters and running rails and guides for sliding doors, fixed with angle cleats or other connecting plates (Fe 410-W (Gde E-250) quality A) all as specified and directed.

S&F plates (plain or chequered) channels. square cut or notched (ordinary and counter sunk) forming holes, without any attachment using Fe 410 -W (Gde- E- 250) quality- A all as specified and directed.

S&F 11 to 15 mm dia of neck mild steel screw bolts (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 5cm, but nexc 10 cm long all as specified and directed.

S&F 12 to 20 mm dia of neck mild steel screw bolts (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 30cm long all as specified and directed.

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

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

S&F cast iron work grade FG 150, unmachined, in brackets, gully traps, gratings, railing, frames, manhole covers, fire and soot doors, dampers, stop valve boxes, gate stops, parts of ranges, balusters and similar articles all as specified and directed.

M&L for 100mm thick PCC 1:4:8 type D2 using 40mm graded stone aggregates as in sub base finished top surfaces rough to receive flooring all as specified and directed.

M&L 100mm thick PCC 1:2:4 type B2 (using 40mm graded crushed stone aggregate) as in top of flooring, finished top surfaces even and smooth without using extra cement all as specified and directed.

M&L rendering 15 mm thick on fair faces of brick or concrete surfaces in CM 1:6, finished surfaces even and smooth without using extra all as specified and directed.

M&L rendering 10 mm thick on fair faces of brick or concrete surfaces in CM 1:3, finished surfaces even and smooth without using extra cement all as specified and directed.

M&L rendering 15 mm thick on fair faces of brick work or concrete surfaces in CM 1:4 all as specified and directed.

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

M&L concrete bed to drain pipes 150 mm dia including packing under, and hunching against the sides of pipes after they are laid and tested, in cement concrete 1:4:8 (using 20 mm graded crushed stone aggregate) all as specified and directed.

S&F 150 mm dia cast iron soil, waste and vent (sand cast) pipes in any length with or without ears, with cement joints, laid in trenches or in floors all as specifed and directed.

S&F CI bends 150 mm dia with diminishing pieces or tapers all as specified and directed

S&F in repairs 110mm bore PVC (SWR) pipes single scocketed in any length with rubber ring joints laid in trenches all as specified and directed.

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

M/S Swarn Constructions