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| 1 | 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 : |
| 2 | 1:1½:3 (1 cement : 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 3 | 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 : |
| 4 | 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 | 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). |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 7 | Foundations, footings, bases of columns/ RCC /Concrete Blocks, etc. for mass concrete |
| 8 | Edges of slabs and breaks in floors and walls |
| 9 | Under 20 cm wide |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 11 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 12 | Brick work with common burnt clay F.P.S. bricks above plinth level up to floor V level, in all shapes and sizes, in cement mortar 1:6 (1 cement : 6 coarse sand), using bricks recovered from dismantled brickwork and supplied free of cost at site by the Department, complete in all respects as per the directions of the Engineer-in-Charge. |
| 13 | 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 : |
| 14 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 15 | Providing and fixing bolts including nuts and washers complete. |
| 16 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. |
| 17 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 18 | 12 mm cement plaster of mix : |
| 19 | 1:6 (1 cement: 6 fine sand) |
| 20 | 6 mm cement plaster of mix : |
| 21 | 1:3 (1 cement: 3 fine sand) |
| 22 | Neat cement punning |
| 23 | Finishing walls with water proofing cement paint of required shade : |
| 24 | New work (Two or more coats applied @ 3.84 kg/10 sqm). |
| 25 | Applying priming coat : |
| 26 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works |
| 27 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 28 | Two or more coats on new work. |
| 29 | Re-grading terracing of mud phaska covered with tiles or brick, in cement by dismantling tiles or bricks, removing mud plaster, preparing the surface of mud phaska to proper slope, relaying mud plaster gobri leaping and tiles or bricks, grouted in cement mortar 1:3 (1 cement : 3 fine sand) including replacing unserviceable tiles or bricks with new ones and disposal of unserviceable material to the dumping ground (the cost of the new tiles or brick excluded) within 50 metres lead. |
| 30 | Flush pointing with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement for flat tile bricks on top of mud phaska : |
| 31 | With F.P.S. brick tiles |
| 32 | 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.. |
| 33 | In cement mortar |
| 34 | Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. |
| 35 | Demolishing mud phaska in terracing and disposal of material within 50 metres lead. . |
| 36 | Erection of dismanted 03 Nos. 6-metre-high GI/Steel rooftop poles, bracings and other accessories ect. at their designated positions. The work shall include the following :Erection of dismantled poles, bacings, and other accessories ect. including sorting, assembling, and lifting from ground floor up to 12.00 m height using ropes and necessary tools & plants (T&P), fitting and fixing all support members in proper position, true to alignment; assembling, hoisting, etc. at the required roof level complete in all respects as directed by the Engineer-in-Charge. (This operation covers labour charges only for erection of 03 Nos. 6-metre-high GI/Steel rooftop poles, bracings ect., including lifting of materials.) |
| 37 | (a). The item also includes for following and nothing extra shall be paid : (a) The agency shall take every precautions against the damages to the structure of nearby structures while erecting the tower. (b) Necessary safety precations to protect human lives, insurance cover to labour etc., shall be the sole responsiblity of the agency.(c) Item includes for all operatins, T&P, equipments, machinery etc. for the work as well as safety measures. |
| 38 | Recovery of brick bats received from dismantling of brick work complete as per direction of E-in-C Please Enable Macros to View BoQ information |
