PROVISION OF FOUR WHEELER PARKING SHED AT BOMBAY STADIUM AT NDA KHADAKAWASLA

Amount

Surface excavation not exc 30 cm deep and averaging 15 cm deep and getting out soft/loose soil

Demolition of cement concrete in ground floor and paving not exceeding 15cm (below or above GL)

M& L for Hard-core of broken stone gauge not exc. 63 mm, deposited, spread and levelled in layers not exc. 15 cm thick, watered and rammed to a true surface etc complete all as directed.

Excavating in post holes in soft /loose soil (or similar holes) each n exc 0.5cum getting out, returning filling in and ramming earth or broken rubble mixed with earth around, in layers n exc 25cm

Material and labour Cement concrete (1:3:6) type C-2 using 40mm graded stone aggregate as in foundations, filling and mass concrete complete as specified.

M&L for Structural steel work as in Compound girders and stanchions, lattice girders, aerial masts, staging for water tanks and the like including caps, bases, splices etc. built up from two or more beam or channel sections or angles with plates, including all lattice bars, stiffeners, gusset plates, etc. Fe 410-W (Gde E-250) quality A

M&L for Structural steel work as in Plates (plain or chequered) channels. Square cut or notched (ordinary and counter sunk) forming holes, without any attachment

M&L for Structural steel work as in 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

M&L for Preparation of new steel surface of any description over 10 cm in width or girth, not otherwise described, applying two coats of synthetic enamel paint over a coat red oxide primer

Supply and fixing Pre- painted galvatume aluminum 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

Material and labour 75mm thick Cement concrete (1:4:8) type D-2 using 40mm graded stone aggregate as sub base complete as specified

Material and labour 60 mm thickness M-35 Grade factory made rubber moulded glazed precast concrete interlocking paver block in grey cement with pigment and of approved size and shape and confirming to IS 15658-2006, with true line, level watered and mechanically compacted and laid over and including sand cushioning of minimum 50mm thick etc complete all as specified and directed by Engineer-in-charge at site.

M & L PCC 1:4:8 type D2 (Using 40mm Graded stone aggregate) Cement concrete in foundations, filling and mass-concrete

M&L for filleting in ay position and to any shape in cement mortar (1:4) section not exc 25 Sqm

M&L for Fly ash brick masonry straight or curved on plan exc 6m mean radius in CM (1:6).

M&L for Rendering 10mm thick on fair faces of brick work or concrete surfaces in CM 1:6 surfaces, finished even and smooth (without using extra cement) complete

M & L Providing cement concrete in copings type B1 (1:2:4)) (using 20mm graded stone aggregate) including necessary foemwork complete all as specified and directed by Engineer-in-charge at site.

M & L for providing mild steel TMT bars 5mm dia and over up to and including 10mm dia in stirrups, spacers and binders

Material and labour for preparation of new plastered surfaces applying two coats of cement base paint on wall surface complete

Supply , laying , testing and connecting of LT UG cables of size 10 sqmm 4 core 1100 Volt grade XLPE insulated and PVC sheathed, armoured, with multi stranded aluminium conductor, heavy duty confirming to IS - 1554 part-I, including cable glands, cable lugs in LT panel/ MDB in bldg etc including material and labour for all jointing/connecting material as required, cables laid in trenches/ducts/under plinth floors passing through pipes etc, complete all as specified and directed .

S&F single arms double swan neck type steel tubular swaged poles of 9.0 mtr height (410 SP - 31) complete with MS base plateof 6mm thick of size 300mmx300mm, finial taper plug,pole cap, bolts, nuts andwashers and screws,pole made out of ERW MS tubing confirming to relevant IS Specifications of poles. poles including drilling of holes of required size and Nos for fixing of cross arms, painting with one coat of red oxide primer and two coats of aluminium paint for exposed surfaces and two coats of black bituminous paint for portion embedded in concrete,complete including earthwork, PCC and coping all as specified and directed. complete with cast iron base plate finial taper plug bolts nuts and screws complete all as specified and directed. Note: Earth work and PCC shall be measured and paid seperately.

Supply and installation of LED Street Light fitting pressure die cast aluminium housing , heat resistant glass , IP 65 ptotection , better optics for uniform distribution of 100 Watts capacity suitable for mounting on 9 meter single arms swan neck type pole with connecting cable PVC insulated 1100 V grade 1.5 sqmm copper conductor from junction box to LED street light fitting including testing on completion all as specified and directed by Engineer-in-Charge.

Supply and Fix Weather proof Street light Junction Box of size 140 x 140X95 mm depth including MCB SP 6 Amp C Curve and connecting terminals 4-way and fixing with street light poles (steel) using necessary MS Clamps, nuts, bolts washers of suitable size etc. including fixing arrangement all as directed.

M & L for Boring of holes under road, pavement, hard standing by trenchless technology using ultra sounding technique and necessary machine including HDPE pipe of 150 mm dia suitable for 0.4 mpa working pressure complete all as specified and directed.

M & L for Earthing complete with galvanised steel earth plate electrode 600 x 600 x 6.0 mm thick, buried vertically in ground (Earth pit not less than 2.25 metres deep below normal ground level and top edge of the plate not less than 1.5 m below ground level), connected to galvnised steel earthing lead wire 4 mm dia, by means of bolts, nuts & checknuts and washers etc; GI pipe 15 mm dia medium grade pipe for protection of G.I earth lead wire, both to be provided to the extent of 7.5 metres, all as shown on electrical plate No 3 of MES SSR-2009 Part-I, other end connected to steel tubular pole etc. including GI protection pipe buried in ground, laid under floors/plinths or fixed on walls or concealed in walls etc; with provision of mixture of charcoal dust & common salt packed upto minimum 150 mm all around the earth plate , including PCC 1: 2 : 4 type B-1 earth pit with M.S angle iron frame, cast iron cover with locking arrangement, with G.I 20 mm dia light grade pipe and M.S funnel with wire mesh for watering arrangement, including necessary excavation and earth work in any type of soil / strata & testing on completion including fill up the earth pit with soil for best result and removal of excavated material from the site complete all as specified and directed. Note :- Earth protection pipe & earthing lead wire upto and including 7.5 m length is deemed included in unit rate quoted by the contractor.

Material and labour for PCC 1:4:8 type D2 using 40mm graded coarse aggregate for foundation of poles/stays, transformer plinths etc complete all as specified and directed.

Material and Labour for PCC 1:3:6 type C1 using 20mm graded coarse aggregate for coping of poles of HT / LT including fair finishing the exposed surfaces even and smooth without using extra cement, including necessary form work all as specified and directed..

Supply and laying unreinforced precast concrete cable covers class HV type 1 flat, of size 250mm X 150mm X 40mm , in trenches for cable protection, embossed with ËLECTRIC"on top surface complete all as specified and as directed by the Engineer-in-charge.

Material and Labour for excavation in trenches n. exc.1.5 m wide and not exceeding 1.5m in depth for laying of pipes, cables or for fixing poles and stays/tower or for laying pipes (where provided for protection of cable) and getting out including trimming the sides and forming botton surface to required level complete all as specified and as directed by Engineer-in-Charge. (A) Soft/loose soil

(B) Hard/dense soil

Material and Labour for Returning, filling in approved soft/loose soil, including spreading, leveling, watering and well ramming in layers not exceeding 25cm thick all as specified and as directed by Engineer-in-Charge.

Removal of surplus excavated soil to a distance n.exc.50m and depositing where directed at a level n.exc.1.5 m above the starting point for soft/loose soil all as specified and as directed by Engineer-in-Charge.

M & L for sand cushioning to electric cable with clean dry river sand/Crushed stone sand 8 cm thick layer before laying of cable in trenches and 15 cm thick after the cable is laid in trenches/cable ducts for cable protection complete all as specified and directed.

Supply and fixing GI tubing (ISI Marked), light grade 40 mm bore for cable protection with all necessary fittings as required, laid in trenches, under road/floors or on electric poles complete all as specified and directed

KARPE AND SONS CONSTRUCTION

Bharekar Construction

SHAH BUILDERS

YUVRAJ CONSTRUCTIONS