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| 1 | Supply and laying of 1000 mm NP-3 hume pipe. including cost of all materials, loading, unloading etc. |
| 2 | 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 |
| 3 | 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. |
| 4 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar |
| 5 | 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 |
| 6 | Granular sub-base in Foundation Trenches as per Drawing & Technical Specification. Reference to MORT&H Specification 304 Sr No.15.03 |
| 7 | 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 |
| 8 | 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 |
| 9 | 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 |
| 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. Reference to MORT&H Specification 2706 & 2200 Sr No.15.14 |
| 11 | Drainage Spouts complete as per drawing and Technical specification. Reference to MORT&H Specification 2705 Sr No.15.17 |
| 12 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications Reference to MORT&H Specification 2702 Sr No.15.18 |
| 13 | 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 |
| 14 | 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 |
| 15 | 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. |
| 16 | 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) |
| 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 smooth wheel roller 80-100 kN 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 3 as per Technical Specification Clause 405. |
| 18 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means. As per Techinical specfication Clause 502 (Including all taxes required & including Cost of bitumen emulsion) |
| 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 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 of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means |
| 21 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 |
| 22 | Brick edging laid lengthwise with half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres : DSR. 16.8 |
| 23 | 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 |
| 24 | 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. Reference to MORT&H Specification 2503 Sr No.16.01 |
| 25 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Reference to MORT&H Specification 2504 Sr No.16.05 |
| 26 | 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 Please Enable Macros to View BoQ information |
