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| 1 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. DSR No. 15.3 |
| 2 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : In cement mortar. DSR No. 15.9.2 |
| 3 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 |
| 4 | Construction of granular sub-base by providing well graded Material, Spreeding in Uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 5 | Stone Masonary work in cement mortor ( 1:4 ) in foundation complete asper drawing and techanical specification clause 702,704,1202 and 1203 (2nd sort) |
| 6 | Providing, laying, spreading and compacting stone aggregates of 63 mm to 45 mm sizes to water bound macadam (WBM II) specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. |
| 7 | Providing concrete for plain/reinforced concrete Grade M-25 (1:1.5:3 Nominal Mix) in open foundations complete as per drawings and technical specifications Clause 802,803,1202 & 1203 |
| 8 | Supply fitting and placing MS bar reinforcement in superstructure complete as per drawing and techanical specification Clause 1002 |
| 9 | Providing weep hole in stone masonry abutment, wing wall,return wall with 100mm dia AC pipe extending throught the full width of the structureslope of 1(V) 20(H) towards drawing face complete as per drawing and technical specification clauses 614,709,1204.3.7 including cost of materials |
| 10 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 |
| 11 | Providing concrete for plain/reinforced concrete Grade M-20 (1:2:4 Nominal Mix) in open foundations complete as per drawings and technical specifications Clause 802,803,1202 & 1203 |
| 12 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 (40 mm Stone Ballast) |
| 13 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 |
| 14 | Cement pointing with cement mortar consisting of 1 part cement and 3 part of coarse sand as per drawing and specification clauses 613.3,1204 |
| 15 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 |
| 16 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete. DSR 2023, SI 13.52.2 |
| 17 | Dewatering |
| 18 | Providing and fixing of Sign board . |
| 19 | Earthwork in excavation for structures including setting out, construction of shoring and bracing, removal of stumps and other deleterous material and disposal up to a lead of 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material as per drawing and techanical specification clause 305.1 |
| 20 | Providing concrete for plain/reinforced concrete Grade M-10 (1:3:6) nominal mix in open foundations complete as per drawings and technical specifications Clause 802,803,1202 & 1203 |
| 21 | Stone Masonary work in cement mortor ( 1:4 ) in foundation complete asper drawing and techanical specification clause 702,704,1202 and 1203 (2nd sort) |
| 22 | Stone Masonary work in cement mortor ( 1:3 ) in super structure complete asper drawing and techanical specification clause 702,704,1202 and 1203 (2nd sort) |
| 23 | Providing weep hole in stone masonry abutment, wing wall,return wall with 100mm dia AC pipe extending throught the full width of the structureslope of 1(V) 20(H) towards drawing face complete as per drawing and technical specification clauses 614,709,1204.3.7 including cost of materials |
| 24 | Cement pointing with cement mortar consisting of 1 part cement and 3 part of coarse sand as per drawing and specification clauses 613.3,1204 |
| 25 | Providing concrete for plain/reinforced concrete Grade M-20 (1:2:4 Nominal Mix) in open foundations complete as per drawings and technical specifications Clause 802,803,1202 & 1203 Please Enable Macros to View BoQ information |
