CONSTRUCTION OF AGANWADI BUILDING AT YOGESHWAR TEKARI IN WARD NO.24

Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed. 2.6.1 All kinds of soi

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level Cement concrete grade M-10 (Nominal Mix) with 40 mm maximum size of stone aggregate

Providing and laying cement concrete in retaining walls,return walls, walls(anythickness) including attached pilasters,columns,piers, abutments,pillars,posts,struts,buttresses,string o rlacing courses, parapets,coping,bed blocks,anchor blocks,plainwindowsills, filletsetc.uptofloortwolevel,excludingthecostofcentering, shuttering and finishing :

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete. 5.11.3 Cold twisted bars

6.2Brick work with well burnt chimney bricks in bulls patent trench kiln ,crushing strength not less than 25kg/sqcmandwaterabsorptionnotmore than 20% in foundation and plinth 6.2.2 Cement mortar 1:6 (1 cement : 6 coarse sand

Filling by available excavated earth (excludingrock) in trenches,plinth,sidesoffoundationsetc.inlayersnot exceeding20cmindepth,consolidatingeachdeposited layerbyrammingandwatering,leadupto50mandlift upto 1.5 m.

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 and up to floor two level excluding cost of centering, shuttering and reinforcement etc. 5.2.1 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate.

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete. 5.11.3 Cold twisted bars

Brick work with chimeny brick of class designation 40 in super structure above plinth level upto floor 2 level including the cost of scaffolding in 6.3.2Cement mortar 1:6(1 cement : 6 coarse sand)

Half brick masonry with open bhatta of classdesignation25in superstructureaboveplinthleveluptofloor2levelincludingthecostof scaffolding. 6.12.2Cement mortar 1 : 4 (1 cement : 4 coarse sand)