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| 1 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5 km, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc., complete. |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 3 | 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) |
| 4 | 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). |
| 5 | 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 : |
| 6 | 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) |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 8 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 10 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 11 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 12 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 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 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level with : |
| 16 | Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 17 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 18 | 12 mm cement plaster of mix : |
| 19 | 1:6 (1 cement: 6 coarse sand) |
| 20 | 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 21 | 1:6 (1 cement: 6 coarse sand) |
| 22 | 20 mm cement plaster of mix : |
| 23 | 1:6 (1 cement: 6 coarse sand) |
| 24 | Finishing walls with water proofing cement paint of required shade : |
| 25 | New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 26 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 27 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 28 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : |
| 29 | 25 to 40 mm nominal bore |
| 30 | Providing and laying 40 mm outer dia HDPE flexible pipe of class 10 complete with necessary GI/HDPE fittings including trenching and refilling etc. all complete as per requirement of site |
| 31 | Dismantling existing GI sheet shed i/c cutting L/J bolts, damaged vertical/horizontal members, posts and refixing the same in new orientation with new L/J hook or tapping screws, welding of posts/ purlins after straightening all complete as per direction of EIC. Please Enable Macros to View BoQ information |
