PROVN OF HARDSTANDING NEAR WEIGHING BRIDGE IN DEPOT AREA AND PROVN OF 02 X GARBAGE BIN AT RESIDENTIAL AREA AT CAD PULGAON

Amount

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

Excavation in trenches n exc 1.50m wide and n exc 1.50m deep 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 aggregates) as in foundation concrete complete all as specified and as directed.

M & L for brick work in sub class 'B' bricks old size straight or curved on plan exc 6m mean radius built in CM 1:6 complete all as specified and as directed.

M & L for hard core of gauze n exc 63mm deposited, spresd in layers n exc 15cm thick, watered and rammed to a true surface complete all as specified and as directed.

M & L for 75mm thick PCC (1:4:8) type D2 (using 40mm graded stone aggregates) as in sub base to floor complete all as specified and as directed.

M&L for 15mm thick screed bed or bedding layer in CM (1:6) for laying floor finishes and complete all as specified and as directed.

M&L for machine cut kota stone slab flooring 20-25mm thick cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specified and as directed.

M&L for 10 mm thick in CM (1:4) on brick masonary for rendering wall tiles complete all as specified and as directed.

M&L for coloured glazed ceramic tiles in vertical surface 300x200 x 7mm thick set and jointed in neat cement slurry and pointed in white or coloured cement to match complete all as specified and as directed.

M&L for 15 mm thick rendering in CM (1:4) on brick work surface or concrete surfaces to be finished the surface even and smooth without using extra cement complete all as specified and as directed.

S&F rolled mild steel sections as in main and cross beams, hip and jack rafters purlins where connected to common rafter fixed with angle cleats or other connecting plates including welding etc conforming to grade Fe-290 (Gde-E-165) complete all as specified and as directed.

S&F Mild steel door frame of size (50x50x5mm) and steel shutter of size (45x45x5) mm incl tie bar of 10mm dia deformed steel, MS flat iron 40x5mm holdfast and 1.60mm thick MS sheet covering complete incl drilling holes, welding either hooks and hinges or steel hanging door fittings etc confirming to Fe 290 (Gde E-165) complete all as specified and as directed.

All as per item No 13 above but for windows/ventilators frame of size 35x35x5mm and steel shutter of size 30x30x5mm and MS flat iron 25x5mm hold fast etc confirming to Fe 290 (Gde E-165).

M&L for PCC (1:3:6) type C1 (using 20mm graded stone aggregates) as in bed block to hold fast.

S&F expanded metal cut to length, bent to shape required and tying with and including annealed mild steel wire not less than 0.9mm dia or fixing with galvanised steel staples of weight n exc 4 kg per sqm

M&L for fibre glass reinforced translucent corrugated sheeting with two corrugations side lap fixed with L type or J type or cranked hook bolts complete all as specified and as directed.

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

M&L preparing surfaces and applying two coats of cement base paint over a coat of primer.

M&L for 75mm thick PCC (1:3:6) type C2 (using 40mm graded stone aggregates) as in sub base in path/plinth protection finished even and smooth without using extra cement.

Returning and filling in excavated soil incl spreading, levelling, watering and ramming in layers n exc 25cm thick complete all as specified and as directed.

Removing surplus excavated soil to a distance n exc 50m from starting point and depositing where directed at a level n exc 1.50m above base.

Excavation over area n exc 1.5 Mtr deep and getting out in hard/dense soil complete all as specified and as directed.

M & L PCC (1:4:8) type D2 (Using 40 mm graded stone aggregate), 100 mm as in sub base.

M & L for 200mm thick PCC (1:2:4) type B2 (using 40mm graded stone aggregate) finished even & smooth w/o using extra cement including necessary formwork , laid in alternate bays complete.

Ankit Construction

Bidder Name

Ankit Construction

M/s Dara Constructions, Pulgaon