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| 1 | 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. a) All kinds of soil |
| 2 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: a) Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 3 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : a) Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 4 | Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade M10 made of C&D waste from approved manufacturer in foundation and plinth in:(a) Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 5 | Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade M10 made of C&D waste from approved manufacturer in superstructure above plinth level up to floor V level(a) Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(a) 1:5:10 (1 cement : 5 coarse sand (zone-lll) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 7 | 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 : a) 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 8 | 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-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. a) Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for a)Lintels, beams, plinth beams, girders, bressumers andcantilevers |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form fora) Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like |
| 12 | 12 mm cement plaster of mix:a) 1:6 (1 cement: 6 fine sand) |
| 13 | 15 mm cement plaster on the rough side of single or half brick wall of mix :a) 1:6 (1 cement: 6 fine sand) |
| 14 | Providing and fixing 1.60 mm thick M.S. sign board of size 1.20m X 0.90 m with frame of M.S. angle iron 40 X 40 X 5 mm with bracing of M.S. flat 30 X 5mm having leg of 1.60 mtrs long with 0.15 m long hold fast (size 40X40X5) in each leg and legs fixed in CC block of size 0.4*0.4*0.4 cum with cement concrete of grade 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) at various site i/c cutting, hoisting, welding, painting, painting with synthetic enamel paint i/c applying a priming coat of approved steel primer, lettering etc. all complete as per direction of Engineer-in-charge. |
| 15 | Providing serviceman like beldar/unskilled labour/helper etc as and when required including tools for carrying out miscellaneous works including minor repair works, clearing of bushes, removal of debris/malba etc. or as per the direction of Engineer-in-charge. |
| 16 | Providing and applying white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 17 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : a) Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 18 | Lettering with black Japan paint of approved brand and manufacture |
| 19 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 20 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 21 | GST correction factor @ 0.973 |
| 22 | Cost Index 3% Conditions:-1. During execution of work if any challan is received in this office on any day by NGT, EDMC, DPCC/CPCB, local body or any other Govt. agency, the same shall be borne by the agency and if fails the amount of challan will be recovered from the bill of agency. Nothing extra will be paid to agency on this account. Please Enable Macros to View BoQ information |
