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| 1 | . Dismentaling of B.O.E. soling/ interlocking tiles including stacking of sevicable material and disposal of unsevicable material within a lead of 50m as per deirection of EI/C (Labour only) |
| 2 | Dismantling of cement concrete or brick or granolithic floors including base concrete and including stacking of materials as directed by engg. i/c. within a distance of 60mtr |
| 3 | Earth work in surface excavation not exceeding 30cm in depth but exceeding 1.5 m in width as well 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m ,as directed by engg-in-charge:2.1.1 All kinds of soil. |
| 4 | Brick work with common burnt clay (non modular) bricks of class-150 in foundation and plinth in cement mortar 1:4 (1 cement : 4 coarse sand) |
| 5 | 12 mm cement plaster of mix 1:4 )1cement:4 coarse sand) |
| 6 | Construction of granular sub base (GSB) by providing coarse graded material, spreading in uniform layer with mortor grader on prepared surface, mixing by mixin place method with rotovator at OMC and compacting with viberatory roller to achieve the desired density as per clause 401. |
| 7 | Providing and laying in position cement cocrete of specified grade excluding the cost of centering and shuttering - All work up to the plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand (zone-iii) : 3 graded stone aggregate 200 mm nominal size |
| 8 | Providing and laying in position cement cocrete of specified grade excluding the cost of centering and shuttering - All work up to the plinth level in 1:4:8 (1 cement : 4 coarse sand (zone-iii) :8 graded stone aggregate 40 mm nominal size |
| 9 | Providing and laying of factory made 80mm thick interlocking cement concrete tiles (30mpa) including 25mm thick compacted bed of fine sand compacting and proper embedding/laying of interlocking tiles leveling and dressing of surface to required level and slope, filling joints with local sand including the cost of material, labout T&P etc required for proper completion of work as directed by engg-in-charge. |
| 10 | Centering & shuttering including strutting, propping etc and removal of form work (upto 5th floor) : Retaining walls, return walls, walls (any thickness) including attavhed pilasters, buttersses, plinth and string courses fillets, kerbs, and steps etc |
| 11 | Reinforced cement concrete work in beam, suspended floors, roofs having slope up to 15\\" landing, bolconies, shelves, chajjas, lintels , bands, plain, window sills, stair cases and spiral stair cases above plinth up to floor five, level excluding the cost of centering, shuttering, finishing and reinforcemen, with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded). |
| 12 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all completeupto plinth level. Thermo mechanically treated bars of grade Fe-500D or more. |
| 13 | Construction of gullypit of 0.60x0.60x0.75 m internal size with jali, labour, T&P etc, required for proper completion of work. |
| 14 | Construction of manhole chamber of 0.60x0.60x0.90m internal size with b/w, plaster, cover, C.I. sheet, labour T&P etc required for proper completion of work. |
| 15 | Disposal of surplus earth/malwa upto 10.00km distance including loading/unloading of material with all charge complete. |
| 16 | Sale of material of old interlocking tiles etc all complete. |
| 17 | Add 18 % G.S.T. Please Enable Macros to View BoQ information |
