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| 1 | Providing, laying, spreading and compacting stone aggregates of specific sizesto water bound macadam specification including spreading in uniform thickness,hand packing, rolling with three wheel 80-100 kN static roller in stages toproper grade and camber, applying and brooming, crushable screening to fill-upthe interstices of coarse aggregate, watering and compacting to the requireddensity Grading 3 as per Technical Specification Clause 405 i/e Supply of all material, labours and T&P etc. required for proper completion of the work. |
| 2 | पौड़ी देवप्रयाग गजा जाजल मोटर मार्ग |
| 3 | टिहरी हिण्डोलाखाल देवप्रयाग व्यासघाट बिलखेत मोटर मार्ग |
| 4 | Low porosityProviding and applying primer coat with bitumen emulsion (SS-1) on preparedsurface of granular base including cleaning of road surface and spraying primerat the rate of 0.70-1.0 kg/sqm using mechanical means as per TechnicalSpecification Clause 502 i/e Supply of all material, labours and T&P etc. required for proper completion of the work. |
| 5 | पौड़ी देवप्रयाग गजा जाजल मोटर मार्ग |
| 6 | टिहरी हिण्डोलाखाल देवप्रयाग व्यासघाट बिलखेत मोटर मार्ग |
| 7 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. i/e Supply of all material, labours and T&P etc. required for proper completion of the work. |
| 8 | पौड़ी देवप्रयाग गजा जाजल मोटर मार्ग |
| 9 | टिहरी हिण्डोलाखाल देवप्रयाग व्यासघाट बिलखेत मोटर मार्ग |
| 10 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. (Bitumen VG-10 @ 3.3% of the weight of mix has been used for analysis purpose. The choice of bitumen will depend upon the revailing site conditions and shall be in accordance with Clause 504 of MORD) i/e Supply of all material, labours and T&P etc. required for proper completion of the work. |
| 11 | पौड़ी देवप्रयाग गजा जाजल मोटर मार्ग |
| 12 | टिहरी हिण्डोलाखाल देवप्रयाग व्यासघाट बिलखेत मोटर मार्ग |
| 13 | Providing and laying Semi Dense Bituminous Concrete with the use ofbatch type HMP producing an average output of 75 tonnes per hour usingcrushed aggregates of specified grading, premixed with bituminous binderand filler, transporting the hot mix to work site, laying with a hydrostaticpaver finisher with sensor control to the required grade, level andalignment, rolling with smooth wheeled, vibratory and tandem rollers toachieve the desired compaction as per MoRTH specification clause No.508 complete in all respectsGrading II - 10mm using VG - 10 bitumen (bituminous binder @ 5 % ofmix) i/e Supply of all material, labours and T&P etc. required for proper completion of the work. |
| 14 | पौड़ी देवप्रयाग गजा जाजल मोटर मार्ग |
| 15 | टिहरी हिण्डोलाखाल देवप्रयाग व्यासघाट बिलखेत मोटर मार्ग Please Enable Macros to View BoQ information |
