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| 1 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres |
| 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. As per Morth Clause 304B |
| 3 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification (As per Morth Sl.N. 15.03) |
| 4 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (PCC Grade M15) As per Morth Clause 15.11 |
| 5 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (PCC Grade M15) (Mort&h Sl.No. 12.8) |
| 6 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (RCC Grade M25) As per Morth Clause 15.11(E) |
| 7 | Plain/Reinforced Cement Concrete for wall & slab etc. complete as per Drawing and Technical Specifications. (RCC Grade M25). As per Morth Clause 15.12(B) |
| 8 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. As per Morth 15.16 |
| 9 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. As per Morth Clause 15.13 |
| 10 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification (As per Morth Sl.N. 15.23) |
| 11 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. As per Morth Clause 15.18 |
| 12 | 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 face. Complete as per drawing and Technical Specifications (As per Morth Sl.N. 15.14) |
| 13 | Drainage Spouts complete as per drawing and Technical specification (As per Morth Sl.N. 15.17) |
| 14 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40-60 kg each complete as per drawing and Technical specification. |
| 15 | Dewatering work of undergroung water as well as surface water with the help of diesel engine pumping set during earth work in excavation of foundation for laying lean concrete and brick work in foundation including cost of Boring charges @ 5 mtr c/c distance (or as required ), hire chargeg of pumping set, fuel charges, labour and other T&P including cost of operation as per requierment at site & as directed by the Engineer-in-charge |
| 16 | APPROACH ROADConstruction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per 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 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. |
| 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 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. |
| 19 | Providing and applying Tack coat with bitumen VG-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 |
| 20 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen 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 three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat ofType-C as per Technical Specification Clause 508. |
| 21 | Providing, laying seal coat sealing the voids in a bitumenious surface laid to the specified levels, grade and cross fall using Type \"C\" as per Technical Specification Clause 510. Please Enable Macros to View BoQ information |
