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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 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.(PCC grade M-15) |
| 3 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.(PCC Grade M20) |
| 4 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.(RCC Grade M25 in foundation) |
| 5 | Plain/Reinforced Cement Concrete for wall & slab etc. complete as per Drawing and Technical Specifications.(RCC Grade M25 in superstructure) |
| 6 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 7 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in structure complete as per Drawing and Technical Specifications. |
| 8 | 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 |
| 9 | Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. |
| 10 | Drainage spouts as per drawing & Technical Specification, as per MORT&H specification 2705 |
| 11 | Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification. |
| 12 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. |
| 13 | Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding. |
| 14 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. |
| 15 | Construction 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 |
| 16 | Providing & laying of 1000 mm hume pipe in position including supply of all material, labour, T&P all taxes, labour cess etc. required for proper completion of work as per direction of Engineer In-charge .(SI. No. New Item 20.27(B)(IV))etc. required for proper completion of work as per PWD specifications excluding cost of GST |
| 17 | Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works. |
| 18 | Filling empty cement bag & placing in position including cost of all material, labour, T&P, labour cess, all taxes complete. |
| 19 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 20 | Providing and applying primer coat with SS2 grade 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. |
| 21 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with Machenical control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.. Grading-II |
| 22 | Providing and applying tack coat with bitumen VG-10 grade using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 23 | Providing and laying Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.4 % of mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with Machenical Control to the required grade, level and alingment, rolling with smooth wheeled bibratory and tendom rollers to achiev the desired compection as per MORTH specifiaction clause 509 complete all respects. Grading-II Note - 1- Rates are inclusive of all taxes but excluding GST which shall be paid extra as applicable 2- Labour cess @ 1% will be deducted from contractor\"s bill at the time of payment Please Enable Macros to View BoQ information |
