BLOCK NEBUA NAURANGIYA KE GRAMPANCHYAT KHAIRATIYA SHITLAPUR ME PRABHAKAR PANDEY KE GHAR KE PASS 1X3 MITER SPAN KI RCC PULIYA KA NIRMAD KARYA

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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. (D.S.R 2.8.1)

Providing and laying in position specified grade of 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). (D.S.R 4.1.8)

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) (D.S.R.6.1.1)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth Cement mortar 1:4 (1 cement : 4 coarse sand) (D.S.R.6.4.1)

Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand):(D.S.R.13.31.1)

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 :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)(D.S.R.5.1.3)

Providing and laying in position specified grade of 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)(D.S.R.5.2.2)

Providing and laying in position specified grade of P:C:C 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)(D.S.R.4.1.3)

Providing and laying in position specified grade of Thermo-Mechanically Treated bars of grade Fe-500D or more. (D.S.R.5.22.6)

Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift :All kinds of soil (D.S.R 2.2.1)

Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.(D.S.R 11.2)

Supply and fixing of sign board including supply and cost of all matrials labours T&P etc. required templet as directed by Engineer-in-charge.

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