Improvement of open at GYM at BOP Manasamata of 12 Bn BSF under SHQ BSF Malda

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, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 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)

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)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

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

Total

Add Cost index@17% on DSR items

Total

Providing and fixing in position Double chest press of dimension 2100X902X1700 mm fabricated in powder coated G.I tubes having thickness between 2.5 mm to 7.5 mm with self lubricating German bearing for maintenance free usage, All open ends of pipe either sealed in or closed by GI cap for user safety complete as per direction of Engineer in charge.

Providing and fixing in positionAbdominal board of dimension 1500X700X1450 mm fabricated in powder coated G.I tubes having thickness between 2.5 mm to 7.5 mm with self lubricating German bearing for maintenance free usage, All open ends of pipe either sealed in or closed by GI cap for user safety complete as per direction of Engineer in charge.