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| 1 | Dismentaling cement concrete or brick work or granolithic floor including stacking of dismantaled material as directed by Engineer-in-Charge within s distance of 60 meter |
| 2 | 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 29.70 getting out and disposal of excavated earth upto 50 m and lift 1.5 m, as directed by Engineer-in-charge 2.1.1 All kinds of soil. O to 0.30 M |
| 3 | Dismentalling of B.O.E. soiling/Inter locking tile including Stacking of servicable material and disposal of unservicable material within a lead of 50m as per direction of EI/C (Labour only). |
| 4 | 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 soil 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. |
| 5 | 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-III): 12 graded Brick aggregate 40 mm nominal size). |
| 6 | Brick work with common burnt clay (non modular) bricks of class-150 in fondation and plinth in: Cement motar 1:4 (1 cement: 4 coarse sand) |
| 7 | 12 mm cement plaster of mix: 1:4 (1 cement: 4 coarse sand) |
| 8 | Construction of granular sub base (GSB) by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavaton at OMC and compacting with vibratory roller to achieve the desired density, Complete as per MORT & H clause 402 |
| 9 | Providing and laying of interlocking concrete Block pavrment having thickness 80 mm as per drawings and tenchnical specification clause 1504. (Exclusive G.S.B.) |
| 10 | Laying old cement cocrete interlocking paver blocks of any desingn/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the depatment free of cost). |
| 11 | Cartge of earth up to 3.00 km Including Loading & unlaoding but excluding staking pucca road etc all compitete.... |
| 12 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15* landings, balconles, shelves, chajjas, lintels, bands, plain window sills, staicases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finihing and reinforcement: 1:1.5:3 (1 Cement: 1.5 Coarse sand (zone-lll): 3 graded stone aggregate 20 mm (nominal size). |
| 13 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 14 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 Cement: 2 Coarse sand (zone-II): 4 graded stone aggregate 20 mm nominal size). |
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