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| 1 | Construction of Embankment with material obtained from Boorrow Pit with a lift of 1.50 m. and transporting upto site. spreading,grinding to required slope and compacting to meet requirement to table no. 30.1 and 300.2 with lead upto 3 Km. as per clause 301.5 (Excluding GST) |
| 2 | Providing and laying of 600 mm Dia Hume pipe.(Excluding GST) |
| 3 | Supply and laying Brick soling laid on edge with new bricks in the soling road i/c all material, labour and T&P etc completed. (Excluding GST) |
| 4 | Excavation of foundation in ordinary soil (Ioam clay or sand) including lift up to 1.50 meter and lead up to 30meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30 meters from the foundation trenches.as per S.I. No. 251 (Excluding GST) |
| 5 | Sand Filling in plinth under foundation, floors including watering ramming consolidating and dressing complete including lead up to 50 m and lift up to 1.5 m including cost of sand. (Excluding GST) |
| 6 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.(Excluding GST) |
| 7 | Plain/Reinforced Cement Concrete in Sub/Super structure complete as per Drawing and Technical Specifications. RCC Grade M30 using batching plant transit mixer & manual placing (Excluding GST) |
| 8 | Providing and fabrication, transportation, storing, binding and fixing in position uncoated HYSD bar reinforcement in foundation all complete as per drawing and technical specification 1600, 2100. as per SI No 504 (Excluding GST) |
| 9 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M35 using batching plant transit mixer & Concrete pump (Excluding GST) |
| 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 (Excluding GST) |
| 11 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification (Excluding GST) |
| 12 | 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..(Carted Upto 3.0 km) (Excluding GST) |
| 13 | (A) By Mix in Place MethodConstruction 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 at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MORD Technical Speicification Clause 401 (Excluding GST) |
| 14 | 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 (Excluding GST) |
| 15 | 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.(Excluding GST) |
| 16 | Providing and applying Primer coat with bitumen emulsion on prepared (SS-1) 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 502.(Excluding GST) |
| 17 | Providing and applying tack coat with bitumen (VG-10)using emulsion pressure distributor at the rate of 0.35kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Speicification Clause 503.(Excluding GST) |
| 18 | Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line grade and level to serve as wearing coarse on a previously Prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100kN static roller capacity finished to required lavel and grades to be followed by seal coat as per Techincal Specification clause 508.(Excluding GST) |
| 19 | Providing and applying seal coat type \"C\" comprising of a layer of bituminous binder followed by a cover of stone chipping of specified grading and rolling with power roller 8-10 tonne kN Static roller and finishing to required level and grades as per Technical Specification Clause 510.(Excluding GST) Please Enable Macros to View BoQ information |
