8160 PROVN OF MT VEH SHED AT HQ 3 SIG GP AND PROVN OF VEH PARKING SHED FOR JCOs AND OR AT 41 ADSR UNDER GE CENTRAL PUNE

Amount

Surface excavation n exc (not exceeding) 30 cm deep and averaging 20 cm deep and getting out in hard/dense soil complete all as specified and directed.

Excavating in post holes (or similar holes) each n exc 0.5 cum and getting out in hard/ dense soil, returning, filling in and removing surplus soil to a distance n exc 50 metre and making good surface complete all as specified and directed.

Excavating in trenches n exc 1.5 m wide and n exc 1.5 m in depth for fdn etc or shafts, walls, cesspits, manholes, Pier holes etc n exc 10 sqm on plan and n exc 1.5m in depth and getting in out hard/dense soil complete all as specified and directed.

Returning filling in including spreading, levelling, watering and well ramming in layers n exc 25cm in hard/dense soil complete all as specified and directed.

Removing excavated soil n exc 50 metre 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 hardcore with Broken stone or boulders of gauge exc 63 mm but n exc 100 mm, deposited, spread and levelled in layers n exc 15 cm thick, watered and rolled /rammed to a true surface complete all as specified and directed.

M & L for PCC (1:4:8) type D2 using 40mm graded aggregate as in foundation, filling complete all as specified and directed.

M & L for PCC (1:3:6) type C2 (using 40 mm graded stone aggregates) as in foundation of posts complete all as specified and directed.

M & L for precast concrete solid block masonry in PCC (1:5:8) grade C5 exc 10 cm width and set in CM(1:6) complete all as specified and directed.

M & L for mild steel structural steel work, as in trusses purlins, rafter, post etc. conforming to grade E-250 (Fe-410W, quality A) including necessary cutting required length,, notching drilling, riveting and or welding or connecting with nut bolts with angle cleats, fish plate, gusset plate and also erecting in true position complete all as specified and directed.

M & L for mild steel plates (plain or chequered), channels square cut or notched (ordinary and counter sunk) forming holes conforming to E-250 (Fe 410-W, quality A) complete all as specified and directed.

S & F pre-painted 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, fixed with self tapping screws complete all as specified and as directed.

All as per item No 12 here-in-before but plain steel sheet as in ridge complete.

M & L for machine pressed precast concrete interlocking paver block of any shape and size confirming to IS 15658-2006 of 80mm thickness, M-40 grade set with grey cement and no pigment laid over 30mm thick sand custioning laid dry to the profile including vibrating with surface vibrator after laying of tiles complete all as specified and directed.

All as per item No 14 here-in-before but 60mm thickness of M-35 grade.

M & L for PCC (1:2:4) type B0 (using 12.5 mm graded stone aggregates) as in kerb of interlocking tiles complete all as specified and directed.

M & L for rendering 15mm thick in CM (1:4) on fair faces of brick or concrete surfaces, finishing the surface even and smooth without using extra cement complete all as specified and directed.

M & L for preparation of newly plastered surfaces of wall and applying two coats of cement base paint over a coat of cement primer complete all as specified and directed.

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

GB Infrastructures

TULSAYA CONSTRUCTION

Suma Construction

VISALAKSHI WATER PROOFINGCOMPANY PRIVATE LTD

M/S Abhishek Builders

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ANIL CONSTRUCTION CO.