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| 1 | Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by the Engineer-in-charge with in a distance of 60 mt. (200 feet). SI no 692 |
| 2 | 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. As per technical Specification Clause 304 of MORTH. |
| 3 | Plain/Reinforced Cement Concrete (PCC Grade M15 ) in Open Foundation complete as per Drawing and Technical Specifications. As per MORT&H Specification no. 12.8ACase-II |
| 4 | Reinforced Cement Concrete (M-30) in Open Foundation complete as per Drawing and Technical Specifications. As per MORT&H Specification no. 12.8GCase - II |
| 5 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. As per MORT&H Specification no. 12.42 |
| 6 | Plain/Reinforced cement concrete (RCC M-30) in sub-structure complete as per drawing and Technical Specifications. As per MORT&H Specification no. 13.05 |
| 7 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Super-structure complete as per drawing and technical specifications Clause 1600 of MORTH.. |
| 8 | Furnishing and Placing Reinforced/ Prestressed cement concrete (RCC M-30) in super-structure as per drawing and Technical Specification. As per MORT&H Specification no. 14.1C Case II |
| 9 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. As per MORT&H Specification no. 14.2 |
| 10 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification Clause 1500, 1600, 1700 & 2704 of MORTH. |
| 11 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications, all complete as per clause 2702. As per MORT&H Specification no. 14.4 |
| 12 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, 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 MORT&H Specification no. 13.8 |
| 13 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification. As per MORT&H Specification no. 13.9 |
| 14 | Drainage Spouts complete as per drawing and Technical specification |
| 15 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification Clause 2503 of MORTH. |
| 16 | Construction of Embankment with approved material obtained from borrow pits with all lifts upto 1.50 m tramsporting to site, spreading, grading to required stope and compacted to meet requirement of Table 300.1 and 300.2b with lead upto 1000 m as per Technical Specification Clause 301.50 |
| 17 | Supply of 600 mm dia NP-3, S&S Hume Pipe including cartage upto site laoding, unloading and all Taxes etc. |
| 18 | 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. |
| 19 | Providing, laying, spreading and compacting stone aggregates of 45-63mm 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, screening Type-B to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. |
| 20 | Providing, laying, spreading and compacting stone aggregates of 22.4-53mm size 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, screening Type-B to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 21 | Providing and applying primer coat with bitumen emulsion (SS-1) 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 as per Technical Specification Clause 502 |
| 22 | Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 23 | 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 to be followed by seal coat of either Type-C as per Technical Specification Clause.511 |
| 24 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C, as per Technical Specification Clause 510 |
| 25 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 |
| 26 | Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 |
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