Construction work of boundary wall of Officers Transit of Public Works Department in Bareilly district.

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. (As per dsr 15.7.4)

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil (As per dsr 2.6.1)

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 (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) (A s per dsr 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 1:6 (1 cement : 6 coarse sand) . (As per dsr 6.1.2)

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. (As per dsr 5.1.2)

First class brick work in 1:4 cement and coarse sand mortar in super structure including supply of all materials, labour and T&P etc. required for proper completion of the work. (As per dsr 6.4.1)

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. (As per dsr 5.2.2)

12 mm cement plaster of mix:. 1:4 (1 cement : 4 coarse sand ) As per dsr 13.4.1

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. As per dsr 5.22.1

Poviding and applying plaster of paris putty of 2mm thickness over platered surface to prepare Surface even smooth complete. As per DSR 13.26

New work ( two or more coat applied @ 1.67ltr/10 sqm over and including base coat water proofing cement paint applied @ 0.90litre /10sqm. As per D.S R. 13.46.1

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