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| 1 | 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. |
| 2 | Construction of granular sub-base by providing well graded material. spreading in uniform layers with motor grader on prepared surface, mixing |
| 3 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification. |
| 4 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 min nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days |
| 5 | Plain/Reinforced Cement Concrete M-30 in Open Foundation complete as per Drawing and Technical Specifications. |
| 6 | Plain/Reinforced Cement Concrete M-30 in Open Substructure complete as per Drawing and Technical Specifications. |
| 7 | Plain/Reinforced Cement Concrete for wall & slab etc. complete as per Drawing and Technical Specifications. |
| 8 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. |
| 9 | Providing and laying Cement concrete wearing coat M-35 grade including reinforcement complete as per drawing and Technical Specifications |
| 10 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications |
| 11 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification |
| 12 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 13 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification |
| 14 | 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. |
| 15 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification |
| 16 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications |
| 17 | Providing, laying, spreading and compacting stone aggregates of 45-63mm to water bound macadam 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, Type B screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 |
| 18 | Providing, laying, spreading and compacting stone aggregates of 53 mm to 22.4 mm sizes to water bound macadam 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, Type B screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 19 | Providing and applying tack coat with Bitumen (VG-10) using bitumen distributor at the rate of 0.30 kg per SQM on the surface treated with primer cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 20 | Providing, laying and rolling of open-graded premix carpet of 20 mm average thickness composed of 13.2 mm to 5.6 mm aggregates VG 10 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 three wheel 80-100 KN static roller capacity, finished to required level and grades to be followed by seal coat of either Type C as per Technical Specification Clause 508. |
| 21 | 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. |
| 22 | Revenwing pattries 2x1.50 metres wide including dressing surface filling upto 8 cm. depth and making namunas at every 15M. Apart on either side of the road, ture the patries template with side slope 1:2 etc, trenhes for taking the Please Enable Macros to View BoQ information |
