| 1 | 1 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | BI01010001010000000000000515BI0100001113 | 32880.8 | Sqm. |
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| 2 | 2 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads,transporting to site, spreading, grading to required slope andcompacted to meet requirement of Table 300.2 with lead upto 1000.(a) Private Land | BI01010001010000000000000515BI0100001114 | 12899 | Cum |
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| 3 | 3 | Construction 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 with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired\ndensity, complete as per Technical Specification Clause 401. For Grading-II Material | BI01010001010000000000000515BI0100001115 | 523.88 | Cum |
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| 4 | 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including applying and brooming, stone screening/binding materials to fillup spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber,the interstices of coarse aggregate, watering and compacting to the required density, Grading-II as per Technical Specification, Clause-405.A. By manual means | BI01010001010000000000000515BI0100001116 | 431.75 | Cum |
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| 5 | 5 | 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 to fill-up the interstices\nof coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 A. By manual means | BI01010001010000000000000515BI0100001117 | 2418.75 | Cum |
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| 6 | 6 | Providing and applying primer coat with Bitumen emulsion (SS-1) sqm 34.20 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.00 kg/sqm mechanical means (including cost of testing materials at site & labortary as directed by the Dept.) (i) with Bitumen Emulsion CSS-1H | BI01010001010000000000000515BI0100001118 | 32888.8 | Sqm. |
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| 7 | 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. | BI01010001010000000000000515BI0100001119 | 32888.8 | Sqm. |
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| 8 | 8 | Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller) (including carriage up to initial lead of 5.0 km) (The penetration grade bitumen shall have kinematic viscosity lying in the range 1x104 to 7x105 centistokes) (including cost of testing of materials at site and laboratory as directed by the deptt.) (a) Without anti stripping agent (I) Paving bitumen 60/70 or VG-30 Grade Case-II:9.5 mm nominal size chipping | BI01010001010000000000000515BI0100001120 | 32888.8 | Sqm. |
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| 9 | 9 | Semi - Dense Bituminous Concrete (Providing and laying semi dense 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 @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd.grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect.(A) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification) (I) with 60/70 or VG-30 grade bitumen, (ii)for Grading II ( 10 mm nominal size ) | BI01010001010000000000000515BI0100001121 | 822.62 | Cum |
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