CONSTRUCTION OF PAVEMENT AND WAITING SHED

Amount

CONSRUCTION ITEMS

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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m in all kind of soil L= 2(3.23+0.45) +2(2.23+0.226-0.225) = 11.82M

Providing and laying in position plain cement concrete 1:4:8 (1 Cement : Coarse sand (zone-III) : 8 graded stone aggregate 40mm nominal size) excluding the cost of centering and shuttering, all work up to plinth level

Reinforced cement concrete work in beams, susupended floors, roofs having slope up to 15° landings balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering , finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources). Lenght of slab = 3.46 + 2 x 2.33 - 2 x 0.60 = 6.92 M

Centering and shutttering including strutting, propping etc. and removal of form for shelves (Cast in situ)

Centering and shuttering including strutting, propping etc. and removal of form for Edges of slabs and breaks in floors and walls under 20 cm wide L=3.46 + 2.33 x 2 = 8.12M

Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more L = 3.46 M, Nos = 0.83/0.15 + 1 = 07 L = 0.83 M, Nos = 3.46/0.15 + 1 = 24 L = 2.33 M, Nos = 0.83/0.15 + 1 = 07 L = 0.83 M, Nos = 2.33/0.15 + 1 = 17

Brick work with common burnt clay F.P.S ( non modular) bricks of class designation 7.5 in foundation and plinth in cement mortar 1:4 (1 cement : 4 coarse sand) L = 2x3.46 + 2x2.33 = 11.58M Ht = 0.60+0.45 = 1.05M

Brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in supersturcture abovde plinth level up to foor V level in all shapes and sized in Cement mortar 1:4 ( 1 cement : 4 Coarse sand) L = 1 x 3.46 + 2 x 2.33 - 0.23 = 7.89M + 4 x 0.23 = 6.97M

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting , hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete using Hot finished welded type tubes L = 3.46 + 0.45 x 2 = 4.36M Nos = 3.38/1.80 + = 03 Nos

Providing and fixing bolts including nuts and washers complete. 20 mm dia and 300mm long 150 x 150 mm base plate and 8mm thick

Cement concrete flooring 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete having 40 mm thick with 20 mm nominal size stone aggregate

Providing and laying in position cement concrete of 1:4:8 (1 cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40mm moninal size derived from natural sources) excluding the cost of centering and shuttering - all work up to plinth level

Providing and fixng precoated galvanised iron profiel sheets (size, shape and pitch of corugation as approved by engineer-in-charge) 0.50mm (+ 0.05%) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steelgrade, 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 lenght upto 12 metre or as desired by Engineer-in-charge. Teh sheet shall be fixed using self drilling/ self tapping screws of size (5.5 x 55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding these cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

Brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in cement mortar 1:4 ( 1 cement : 4 coarse sand)

20mm cement plaster of mix 1:4 (1 cement : 4 coarse sand) Brick pillar Ht = 2.75-0.70 = 1.95M Steps Walls L = 3.00 + 2 x 2.10 = 7.20M Ht = 0.75 + 0.75 +0.23 = 1.73M Wall out L= 3.46 + 2x2.33 + 2x0.23= 8.58M H = 0.75+0.75+0.45 = 1.95M Brick pillar under shelves Shelves L = 3.00+2x2.10-2x0.60= 6.00M

Distempering with oil bound washable distemper of approved brand and manufacture to five and even shade on New york (two or more coats) over and including water thinnable priming coat with cement primer Deduct Steps Out Wall Shelves top surface

Finishing walls with water proofing cement paint of required shade on New work (Two or more coats applied @ 3.84 Kg/ 10Sqm)

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40mm nominal size, well rammed and consolidated and grouted wiht fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. L = 2(3.46+2 x 0.75) + 2(2.33 + 0.75) = 16.08M

Earth work in surface excavation not exceeding 30cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50m and lift upto 1.5m, as directed by Engineer-in-charge in all kinds of soil

M & L hardcore of guage n exc 63mm deposited spread, levelled in layers n exc 15cm thick watered and well rammed to a true surface

Providing and laying in position cement concrete of 1:3:6 (1 Cement : 3 Coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) excluding the cost of centering and shuttering - All work up to plinth work

CAPTAIN TRADING & CO (BID ID -3133263)

RONAK SINGH (BID ID -3133409)