PROVN OF DEFICIENT PARKING SHEDs AND HARDSTANDING AT CERTAIN PLACES IN SMQ AREA AT VSN NAGPUR

Amount

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

Excavating in post holes each nexc 0.5cum getting out in hard/dense soil,ramming earth filling or broken rubble mixed with earth around in layers nexc 25cm watering and removing surfaces soil to a distance nexc 50m and making good surfaces all as specified and directed.

Excavation in trenches n.exc 1.5 m wide & n.exc 1.5 m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes, n.exc 1.5 m in depth and getting out in Hard/dense soil as specified & as directed

M&L for PCC 1:3:6 type C2 (40mm graded aggregate) as in foundation filling and mass concrete 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 confirming to IS 1161-1979 grade St-240 etc all as specified and directed.

S&F mild steel screw bolts(Machine made) with hexagonal or square head at one end and screwed the other end n exc 5 cm long and diametre of neck exc 5 mm but n exc 10 mm dia all as specified and directed.

M & L for mild steel plates (Plain or chequred) channel square cut or not chequred (ordinary and counter sunk) ferming holes, sithout any attachment for Fe-410-W Gde-E 250 quality 'A' complete all as specified and directed.

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

M & L for 75 mm thick Cement concrete type D 2, 1:4:8 (using 40 mm graded granite stone aggregate) in sub base of flooring/ hard standing all as specified and directed.

M & L for 75 mm thick Cement concrete type B1, 1:2:4 (using 20 mm graded granite stone aggregate) in flooring/ hard standing finishing the surface even and smooth all as specified and directed.

M & L 50 mm thick Cement concrete type B1, 1:2:4 (using 20 mm graded granite stone aggregate) in flooring/ hard standing finishing the surface even and smooth all as specified and directed.

Forming constrution joint 30mm deep x 10 mm wide filled with sealing compound Grade'B' all as specified and directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soils all as specified and directed.

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

S & F pre- painted galvalume aluminium 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 as specified and as directed.

M & L for applying two coats of synthetic enamel paint over a coat of red oxide priner including preparation on new steel surfaces of any description not other wise described over 10cm width or girth complete all as specified and directed.

M&L for Brick work with fly ash bricks straight or curved on plan exc 6m mean radies built in CM 1:6 ( Dwarf wall) all as specified and directed.

M&L for rendering 15mm thick plaster (1:4) over brick or concrete surfaces finished even and smooth without using extra cement all as specified and directed.

M&L for 450 mm bore reinforced concrete pipes, class NP2, laid and jointed complete with collars all as specified and directed

Swastik Enterprises

Varsha G Nagphase

Raut Construction

Harsh Construction Company

M/S Darshan Singh Plaha

M/s Earth Technology and Construction

M/s Rahul Traders

S D WAGHAMSHI