|
| 1 | Refrance pillar ( Providing & Fixing of Working benchmark Pillars 2 nos. per km& 6 Nos. of reference pillars required for 1 Km. as per drawings given and direction of E/I) . |
| 2 | Setting Out Pillars |
| 3 | Dismantling of Granular Sub-base by mechanical means using pneumatic tools breaking to pices not exceeding 0.02 cumin volume and stock pilling at designated location and disposal of dismantled materials upto a lead of 1000 m,stacking serviceable and unserviceable materials separately. |
| 4 | Loading unloading of dismantale item |
| 5 | Clearing and Grubbing Road Land (By manual means)including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees ofgirth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of E/I |
| 6 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (For 1000 m lead ) . |
| 7 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 100 m as per Technical Specification Clause 303.1. (For 100 m lead ) |
| 8 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. |
| 9 | 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. |
| 10 | WBM Grading 3 |
| 11 | Prime coat |
| 12 | Tack coat |
| 13 | MSS |
| 14 | ii) Km stone |
| 15 | iii) 200 m stone |
| 16 | Providing and fixing of typica informatory sign board . |
| 17 | 600 mm equlatrial triangle |
| 18 | 600 mm circular |
| 19 | 800x600mm board |
| 20 | 600x450 mm board |
| 21 | Boundary Pillar |
| 22 | Planting trees |
| 23 | Road marking |
| 24 | Earthwork in excavation for structures |
| 25 | Providing PCC M 15 (1:2.5:5) |
| 26 | Providing PCC M 20 inopen foundation |
| 27 | Providing PCC M 20 in sub structre |
| 28 | Reinforced cement concrete(M-20) in Super Structure |
| 29 | RCC M25:--Deck Slab. |
| 30 | Providing and filling joint sealing compound |
| 31 | Providing Weepholes |
| 32 | Supplying, fitting and placing HYSD bar in super structre |
| 33 | Drainage spouts complete as per drawing and technical specifications Clause 1209. |
| 34 | Backfilling with local sand |
| 35 | Filter media ( LOCAL SAND ) |
| 36 | Architactural coping |
| 37 | ADD LABOUR CESS @ 1% |
| 38 | ADD SEIGNIORAGE FEE @ 10% |
| 39 | ADD GST @ 18% |
| 40 | MAINTENANCE COST:- FIRST YEAR |
| 41 | MAINTENANCE COST:-SECOND YEAR |
| 42 | MAINTENANCE COST:-THIRD YEAR |
| 43 | MAINTENANCE COST:- FORTH YEAR |
| 44 | MAINTENANCE COST:- FIFTH YEAR |
| 45 | ADD LABOUR CESS @ 1% |
| 46 | ADD SEIGNIORAGE FEE @ 10% |
| 47 | ADD GST @ 18% |
