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| 1 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN 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 Grading 2 as per Technical Specification Clause 405. |
| 2 | Providing and applying primer coat with bitumen emulsion SS-2 on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. Including supply of all Material, Labour, T&P etc also includinglabour cess, royalty and all other applicable Taxes (But excluding GST) required for proper completion of work as per direction of Engineer-in-charge. Technical Specificaton Clasue 502. |
| 3 | Providing and applying tack coat with bitumen VG-10 grade usingpressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. Including supply of all Material Labour, T&P etc also including labour cess, royalty and all other applicable Taxes(But excluding GST) required for proper completion of work as per direction of Engineer-in-charge. Technical Specificaton Clasue(SI.NO. 503). |
| 4 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 Bitumen required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling witha three wheele80-100kn static roller capacity,finished to required level and gradesto be followed by Type-C seal coat. Including supply of all MaterialLabour, T&P etc also includinglabour cess, royalty and all other applicable Taxes(But excluding GST) required for proper completion of work as per direction of Engineer-in-charge.as per Technical Specification Clause. 508.Including supply of all Material Labour, T&P etc also including labour cess, royalty and all other applicable Taxes(But excluding GST) required for proper completion of work as per direction of Engineer-in-charge. Technical Specificaton Clasue(SI.NO. 503). |
| 5 | Providing and laying Type-C seal coat with VG-10 bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C. Including supply of all Material Labour, T&P etc also including labour cess, royalty and all other applicable Taxes (But excluding GST) required for proper completion of work as per direction of Engineer-in-charge.as per technical specification clause 510. |
| 6 | 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 |
| 7 | Brick lining on both side of the road of M-150 Bricks 7cm wide 11cm deep laid with mud mortar including labour & supply of Brics finished to the required templet and in proper alignment and also including Drassing and ramming the Excavated earth by the Engineer- Incharge |
| 8 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. |
| 9 | Providing concrete for plain/reinforced concrete M-15 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 10 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation,Sub-Structure & Super-Structure complete as per Drawing and Technical Specifications. |
| 11 | Providing and laying Reinforced Cement Concrete M-25in Foundation & Superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 |
| 12 | Providing concrete for plain/reinforced concrete M-20 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 13 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specificationClause 1204.3.8 |
| 14 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 110 mm dia PVC pipe & 6kg/sqcm (ISI Marked), extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. As per SOR 30(A) |
