Under District Barabanki, Construction of maternity ward (room) at CHC Tikaitnagar, Lot No 1

E/W in excavation by mechanical means (Hydraulic Excavatory)/manual means in foundation trenches or drain (Not exceeding 1.5m in width or 10 sqm on plan). I/c dressing of sides and ramming of bottoms, for all lift, i/c getting out the excavated soil and disposal of surpluse excavated soil as directed, within a lead of 50 m. DSR 2.8

Providing and laying in cement concrete 1:4:8 (1 cement: 4 coarse (Zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) DSR 4.1.8

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) DSR 5.1.2

Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts DSR 5.9.6

Brick work with common bruint clay F.P.S. (Non Modular) Brick of class designation 7.5 in foundation and plinth in cement mortar 1:6 (1 Cement ; 6 coarse sand) DAR NO. 6.1.2)

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 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) DSR 5.3

Centering and shuttering i/c strutting, propping etc and removal of form for Lintels, beams, plinth beams, girders, bressumers and centilevers.. DSR No. 5.9.5

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(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 5.2.2

Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts DSR 5.9.6