Job No. 80/SMS Const. of Lift Irrigation Sceheme at Feta Ward No. 4 GP Jia

Amount

Annexure-A

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10sqm 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. All kind of soil. (2.8.1)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:4:8 ( 1 Cement : 4 coarse sand ) : 8 graded stone aggregate 40 mm nominal size ) (4.1.8)

Reinforced cement concrete work in beams, suspended 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 (1cement : 1.5 coarse sand) : 3 graded stone aggregate(20 mm nominal size).5.3

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses,plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominalsize) 5.2.2

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work 1:2:4 ( 1 cement :2 coarse sand ) : 4 graded stone aggregate 20 mm nominal size. (5.1.3)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars Kg 75.40. (5.22.1)

Centering and shuttering :Walls (any thickness) including attached Pilasters,buttresses, plinth and string)(5.9.2

Centering and shuttering including strutting, propping etc. and removal of form for suspended floors,roofs,landings,balconies and access platform.(5.9.3)

Edge of Slab

6 mm cement plaster of mix : 1:4 (1 cement : 4 fine sand) (13.1.1)

Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design: With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality Square shape 450 mm internal dimensions each (19.19.1.1)

P/F G.I. Connecting Pipes. Inlet & Outlet pipes 40 mm

Providing and fixing brass full way valve with wheel: On Inlet & Outlet 40mm

P/F C.I. Ventilating pipe 100 mm dia, 1mtr high with C.I. cowl fixed atop.

Painting & writing on the surface of the wall in size 1.20 * 1.20 mtr.

Providing & laying and jointing of GI Pipe Inlet & outlet pipes including trenchise & Refilling 50mm

Providing G.I. Long Bend 50 mm

Providing G.I. Uninon 50 mm

Mechanical Carriage

Manual Carriage

RAMESH CHAND

Jai Bir Nath Construction Private limited