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| 1 | Earthwork in excavation for structures as per drawing and technial specification Clause 305.1 including setting our construction of shoring and bracing removal fo stumps and other deleterious material and disposal upto a lead fo 50 m dressing of sides and bottom and backfilling in trenches with excvated suitable material. |
| 2 | Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 |
| 3 | Providing concrete for plain/rainforced concrete (M-10) in open foundations complete as per drawings and technical specification Clauses 802,803,1202, 1203 |
| 4 | Brick Masonary work in 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical Specification. |
| 5 | Providing and laying reinforced cement concrete (M-25) in super structure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 |
| 6 | Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specificatins. |
| 7 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 8 | Pointing with cement mortar (1:3) on brickwork/ C.R. Stone masonry as per drawing and technical specification Clause 613.3 and 1204 |
| 9 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size 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 specification Clause 1204.3.8 |
| 10 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 |
| 11 | Dewatering Nallah by pumping out water collected by natural rains including dewatering of Nallah by pumping out water collected by natural dainage / rains inside nallah including providing sump wherever necessary, cost of all materials machinary labour drainage and all other ancillary operations etc complete. |
| 12 | Drainage spouts comp;ete as per drawing and technical specification clause 1209 |
| 13 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1 no fragment weighing not less than 25 kg. laid dry complete as per drawing and technical specification caluse 1301. |
| 14 | Construction of Embankment with approved material obtained from right of way cutting with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 15 | Providing and laying reinforced cement concrete pipe NP3 culvert on first class bedding of granular material in single row including fixing coller with cement mortar 1:2 but excluding excavation, protection works. Backfilling, concrete and masonry works in head wall parapets Clause 1106. (900 mm) |
| 16 | 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 rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification clause 401. |
| 17 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80-100 Kn in stages to proper grade and camber, applying and brooming stone screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading II as per Technical Specification Clause 405 |
| 18 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 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 III as per Technical Specification Clause 405 |
| 19 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. |
| 20 | Providing and applying tack coat with bitumen (VG-10) using emulsion distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular base surface cleaned with mechanical broom. |
| 21 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. |
| 22 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C seal coat Please Enable Macros to View BoQ information |
