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| 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge: 2.1.1 All kinds of soil. |
| 2 | 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), excavated soil and disposal of surplus excavated soll as directed, within a lead of 50 m.including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the All kinds of soil. |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level 1:6:12 (1 cement: 6 coarse sand (zone-li): 12 graded Brick aggregate 40mm (nominal size) |
| 4 | Class-150 brick work in 1:4 cement and coares sand of 1.25 fineness modulous mortar in foundation and pilinth including supply of all materials labour and tools and plants ete required for proper completion of the work |
| 5 | 12 mm cement plaster in single coat on fair side of single or half brick wall for interior plastering upto floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80 mm. in girth and finished even and smooth. No extra for mixing any additive. (ll) 1 Cement :4 fine sand. |
| 6 | Construction of Granular sub base ( G.S.B. ) by providing closed graded material spreading in unifrom layer with motar grader on prepared surface mixing by mix in place menthod with totavator at OMC and compaciting with vibratory roller to achieve the desired density complete in MORTH & H specification 401 |
| 7 | Providing and laying of factory made 80 mm thick Interlocking cement conment concrete Tiles ( 30 mpa ) including 25 mm thick eompacted bed of fine sand compacting and proper embedding /laying of Interloacking Tiles feveling and dressing of surgace to required level and slope filling joints with local sand including the cost of material, labour T&P etc. |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 landings, balconies, shelves, chajjas, Iintels, 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-):3 graded stone aggregate 20 mm nominal size) |
| 9 | Steel reinforcement for RCC work including straightening, cutting, bending. placing in position and binding all complete upto plinth level |
| 10 | Disposal of surplus earth upto 3km. Including loading & unloading etc. all complete |
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