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| 1 | Dismetling of BOE Soling/inter locking tiles including stacking of servicable material |
| 2 | Earth work in cutting or in embankment in Ordinary soil, excavtion to be in the form of regular pits not exceeding 0.50 mtr. Including All. Cartage 5 km |
| 3 | Brick soling with straight over burnt brick laid on edge and dry brick |
| 4 | Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including setting our construction of shoring and bracing removal of stumps and other deleterious material up to a lead for 50m dressing of sides and bottom and back filling in trenches with excavated suitable material. |
| 5 | Concrete with 40mn gauge B/B, fine sand of 1.25 FM and Cement in proportion of 12:6:1 including supplyof all materials, labour and T&P etc. required for proper completion of the work. |
| 6 | Class -150 brick work in 1;4 cement and fine sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. |
| 7 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density complete as per technical specification clause 401 |
| 8 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber applying and brooming stone screening to fill up the interstices of coarse aggregate,watering and compacting to the required density grade iii as per technical specification clause 405. |
| 9 | 2.5cm (1\") thick 1:2:4 plain cement concrete floor with cement, approved coarse snad and 2cm (1\") graded approced stone, grit, without base concrate labour and toots & plants etc required for proper completion of the work. Excluding GST. |
| 10 | 12mm thick Plaster in 1:4 in cement f/sand and Mortar i/c all as per SI No. 597 |
| 11 | Rcc work in 1:2:4 with cement sand and 20 mm gritt for cover of nali. |
| 12 | Supply of MS or iron work including all. |
| 13 | Construuction of un-reinforce,and Expansion joint construction joints only pcc pavement thickness as per designover a prepared subbase, with 43 grade cement or any other type as clause 1501.2.2 m-30 grade coarse and fine aggregate confirming to is 383 m |
| 14 | suppply and fixing of sign board I/Call. |
