Providing equipment platform shed for BTS battery powerplant and DG set foundation at Pangari Velwand Bhor Dist Pune 3rd Call

Amount

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. a)All kinds of soil.

Providing and laying stone soling min 150mm thick with filling of void with moorum and stone chips including watering and ramming as per direction of Engineer In charge etc.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level a) : 1;4;8 (1 cement : 4 crushed sand : 8 graded stone aggregate 40 mm nominal size)

Providing and laying in position ready mixed plain cement concrete, of M-15 grade using chruched sand and cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. All works up to plinth level:

Providing and laying in position specified grade of cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : a)1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size).

Centering and shuttering including strutting, propping etc. and removal of form for : a)Foundations, footings, bases of columns, etc. for mass concrete.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. A)Thermo-Mechanically Treated bars of grade Fe-500 D or more.

Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm ( + 0.05 %), total coated thickness with zinc coating 120 gm per sqm as per IS:277 in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: a)Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.

Providing and fixing carbon steel galvanised (minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm² ), counter sunk head, comprising of 10 m dia polyamide PA 6 grade sleeve, including drilling of hole in frame, concrete/ masonry, etc. as per direction of Engineer-in-charge. (a) 10 x60 mm

Providing framework of structural angles or tubes welded with gusett plate and bolted riveted at site inclusing cutting bending to form a enclosure for housing BTS/BATTERY/POWER PLANT etc. The framework shall be ereted and bolted to exissting Concrete plinth. ( No electricity is available at site or nearby and contractor has to make his own arrangement for it)

Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : a) 300x16 mm

Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm made of G.I. wire of dia 2.0 mm including cutting to required size and shape /welding to frame work of structural steel work of MS angle and flats fixed with welding and or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.

Providing and welding of box hinges 100 mm size by welding to the gate channels etc. all complete as directed by the engineer in charge.

Anoj Enterprises

KIRAN CHANDRAKANT PARKHI