8226 PROVN OF 2 X MIL TPT SHEDS AND 02 GATES IN MIL TPT AREA OF 41 ARTY DIV SIG REGT UNDER GE (CENTRAL) PUNE

Amount

Excavating in post holes (or similar holes) each n-exc 0.50cum and getting out in soft/loose soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layer not exc 25cm, watering, and removing surplus soil to a distance nexc 50m and making good surface complete all as specified and directed.

Excavating over areas, n exc 1.5 m deep and getting out in soft / loose soil complete all as specified and directed.

Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out in soft / loose soil complete all as specified and directed.

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

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

M&L for hard core of broken stone or boulder of gauge not exe 63 mm deposited spread and leveled in layers not exc 15 cm thick watered and rammed to a true surface all as specified and directed.

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

M&L for reinforced cement concrete (1:1.5:3) type A1 using 20mm graded stone aggregate as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete complete all as specified and directed.

All as per item No 8 here-in-before but as in column, pillar, post complete.

Use and waste of formwork to flat rough finished 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 directed.

All as per item No 10 here-in-before but to sides of pillars, posts, struts, piers, columns, and stanchions complete

M&L for mild steel TMT bar bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.

All as per item No 11 here-in-before but 8mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete.

S & F mild steel 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 (Gde E-250) quality 'A' complete all as specified and directed.

S & F mild steel work in tubular trusses including special shape washer etc complete using ERW or induction butt welded tube confirm to IS 1161-1979 grade St-240 complete all as specified and directed.

S & F mild steel plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment including welding etc confirming to Fe-410 (Gde E-250) quantity 'A' all as specified and directed.

S & F mild steel framed work such as barred iron doors and similar work conforming to Fe 290 Gde E-165 complete including onamental and intricate design all as specified and directed.

M&L for purpose made butt hinges and holdfasts conforming to Fe-410-0 or Fe 310-0 suitable for fixing to RCC columns as directed and specified complete all as specified and directed.

S&F ball bearing for steel gate to be fixed with CI wheels and hinges for easy movement complete all as specified and directed.

S&F FI track inclding it's fixing lugs and stiffeners including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe 290 Gde E-165 complete all as specified and directed.

S & F large hasps and staples, hand made sliding bolts, clamps, hold fasts, wind ties and similar small articles conforming to Fe 290 Gde E-165 complete all as specified and directed.

S&F cast iron wheels for steel gates including it's fitting and necessary parts as required to fix in position complete all as specified and directed.

S&F prepainted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering / cladding to wall / as window chajja, fixed with shelf tapping screws complete all as specified and directed.

S&F prepainted galvalume aluminium zinc coating GI based plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering / cladding to wall / as window chajja, fixed with shelf tapping screws complete all as specified and directed.

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

M& L for 100mm thick PCC 1:2:4 type B-1 (Using 20mm graded crushed stone aggregate ) as in flooring and finishing the surface even and smooth with using extra cement complete all as specified and directed.

M&L for Forming 20mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with epoxy based polymeric sealing compound for 100 mm thick slabs complete all as specified and directed.

M&L for forming Construction joint 100mm deep x 10mm wide filled with epoxy based polymeric sealing compound complete all as specified and directed.

M&L for forming contraction (Dummy) joints 100mm deep x 10mm wide, filled with sealing compound grade 'A' complete all as specified and directed.

M&L, 20mm thick granite stone slabs over and including 15 mm thick screed layer in CM 1:4, laid and jointed with grey cement slurry mixed with pigment to match the shade of stone incl rubbing & polishing in cladding on gate pillars complete all as specified and directed.

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

M&L for preparation of new or previously untreated steel surfaces of any description of steel, iron etc., exceeding 10cm in width or girth and applying two coat of black bituminous paint over a coat of red oxide primer complete all as specified and directed.

Vijay Construction and Company

M/s.BAJRANG CONSTRUCTION

ganesh electricals and airconditioners

Suma Construction

Parhar Enterprise

ELIEYAS TRADERS