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| 1 | Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914 (15.12 iii) |
| 2 | Earthwork in excavation for structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling in trenches with excavated suitable material. SI-12.1 |
| 3 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (with Cartage of 5 KM) |
| 4 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor mount grader on prepared surface, mixing by mix in place method with Tractor mount with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 6 | Providing and laying cement concrete in 1:4:8 (1 cement:4 coarse sand:8 graded stone 40 mm noinal size) and curing complete including cost of formwork in foundation and floors |
| 7 | M-150 Class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc required for proper completion of work as per direction of E/I. S.I. No.5 Ch6 |
| 8 | Plain Cement Concrete (PCC grade M15) in open foundation complete as per drawing and Technical Specifications.Clause 1500, 1700 & 2100 .MORT&H SI No 12.08 A CASE-II Ch6 |
| 9 | 12 mm thick cement plaster in 1:3 cement and coarse sand mortar including all charges etc. as S.I. No. 20 Ch 6 |
| 10 | Reinforced Cement Concrete (M20) in su structure complete as per drawing and Technical Specifications.Clause 1500, 1700 & 2100 .MORT&H SI No 13.05E Ch6 |
| 11 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 Steel 1% of RCC |
| 12 | Suppling and laying of Precast Concrete Blocks (Interlocking Tiles) for paving of thickness 80mm Rubber Moulded Grey (Compressive strength not less than 30Mpa as specified in IS: 15658) including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work as specified in IS 15658:2006 SI 17 ch 5 |
| 13 | Laying NP3 pipe RCC for culvert (350mm dia) on first class in single raw including fixing socket with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets Clause 2900.SI No 10 ch 5 |
| 14 | Supply and fixing of Sign board at site including Painting, Writing etc. complete. Please Enable Macros to View BoQ information |
