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| 1 | Box Culvert) 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..Reference to MORT&H Specification 304 Sr No.15.01 (Excluding GST) |
| 2 | Granular sub-base Filling in Foundation Trenches as per Drawing & Technical Specification. Reference to MORT&H Specification 304 Sr No.15.03 (Excluding GST) |
| 3 | Plain Cement Concrete M-15 in Open Foundation complete as per Drawing and Technical Specifications.Reference to MORT&H Specification1500, 1700 & 2100 Sr No.15.11 (Excluding GST) |
| 4 | Reinforced Cement Concrete (Grade M30) in Open Foundation complete as per Drawing and Technical Specifications.Reference to MORT&H Specification 1500, 1700 & 2100 Sr No.15.11 (Foundation) (Excluding GST) |
| 5 | Reinforced Cement Concrete (Grade M30) for wall & slab etc. complete as per Drawing and Technical Specifications..Reference to MORT&H Specification 1500, 1700 & 2100 Sr No.15.12 (Substructure) (Excluding GST) |
| 6 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation/Wall/Slab complete as per Drawing and Technical Specifications. Reference to MORT&H Specification 1600 Sr No.15.13 (Excluding GST) |
| 7 | 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. Reference to MORT&H Specification 2706 & 2200 Sr No.15.14 (Excluding GST) |
| 8 | Drainage Spouts complete as per drawing and Technical specification. Reference to MORT&H Specification 2705 Sr No.15.17 (Excluding GST) |
| 9 | Providing and laying Cement concrete wearing coat M-35 grade including reinforcement complete as per drawing and Technical Specifications Reference to MORT&H Specification 2702 Sr No.15.18 (Excluding GST) |
| 10 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Reference to MORT&H Specification710.1.4.of IRC:78 & 2200 Sr No.13.5 (Excluding GST) |
| 11 | Protection Work) 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.Reference to MORT&H Specification 2504 Sr No.16.04 (Excluding GST) |
| 12 | Approach Road and Additional Approach Road) Construction of embankment with approved material obtained from borrow pits 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. with a lead upto 1000 m as per Technical Specification Clause 301.5 (Excluding GST) |
| 13 | Construction of granular sub-base by providing coarse 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 clause 401. (Excluding GST) |
| 14 | Providing, laying, WBM Grade-2 with 45-63mm size Stone Ballast, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled smooth roller 8-10 tonnes 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 2 as per clause 405.2 (Including all taxes required & i/c hire charges of road roller) (Excluding GST) |
| 15 | Providing, laying, WBM Grade-3 with 22.4-53mm size Stone Ballast, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled static 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. Grading 3 as per clause 405.3 (Including all taxes required & i/c hire charges of road roller) (Excluding GST) |
| 16 | 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. as per Technical Specification Clause 503 (Including all taxes required & including Cost of bitumen VG-10) (Excluding GST) |
| 17 | Providing and applying tack coat with bitumen (VG-10) using pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/granular surface treated with primer & cleaned with hydraulic broom as per Technical Specification Clause 503 (Including all taxes required & including Cost of bitumen VG-10) (Excluding GST) |
| 18 | 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. (Including all taxes required and hire charges of road roller & including Cost of bitumen ) (Excluding GST) |
| 19 | Providing and laying seal coat by manual means with VG-10 Grade Bitumen 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 (Including all taxes required and hire charges of road roller & including Cost of bitumen ) (Excluding GST) |
| 20 | Brick edging on both sides of the road of first class bricks 8 cm (3\") wide and 12 cm. 4½\"deep laid with mud mortar including labour and supply of. bricks finished to required template and proper alignment and also including dressing and ramming the excavated earth as directed by Engineer-in-Charge. S.I.N0. 765 (Excluding GST) |
| 21 | Construction of Subgrade and earhen shoulders with approved material obtained from borrow pits with all lift and lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2. with lead upto 1000 m as per Technical Specification Clause 301.1 (Excluding GST) Please Enable Macros to View BoQ information |
