| 1 | 1 | Earth work from the site in embankment in Abadi portion with ordinary soil lift of 1.50 m for restoration of embankment also watering ramming and dressing of surface & side slope up to required level and also as per E/i. | | 900 | Cum |
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| 2 | 2 | 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 vibratory roller to achieve the desired density, complete as per clause 401. | | 75 | Cum |
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| 3 | 3 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam II (45mm - 63mm ) 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 of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. | | 84 | Cum |
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| 4 | 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam III ( 22.4 - 53 mm ) 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 of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405. | | 84 | Sqm |
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| 5 | 5 | Brick on edge pavement on pattries with bricks laid dry joints filled with local sand including preparation base of proper slope and its ramming spreading blinding layer of 1 cm. depth of local sand over sub-grade including T&P etc required for proper complete.(S.I. No. 765) | | 0.3 | km |
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| 6 | 6 | Construction of Shoulder with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5 | | 165 | cum |
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| 7 | 7 | Providing and applying primer coat with bitumen emulsion (SS-1) 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 Technical Specification Clause 502. | | 1125 | Sqm |
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| 8 | 8 | Providing and applying tack coat with BitumenVG-10 using bitumen distributor at the rate of 0.350 kg. per Sqm on the prepared old nonbituminous surfaces treated with Hydraulic broom as per Technical Specification Clause 503 also including cost of emulsion, labour T&P etc. required for proper completion of the work as per direction by Engineer In charge. | | 1125 | sqm |
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| 9 | 9 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness compesed 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 following by Seal Coat of either Type-C as per Technical Specification Clause 508 Mord | | 1125 | sqm |
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| 10 | 10 | Providing and laying Seal Coat 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 Mord | | 1125 | sqm |
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