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Excavation of road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100m including trimming bottom and side slopes in accordance with requirements of lines grades and cross sections . With All Aspects (Rates are Exclucive GST but Inclucive all other taxes). Km-1, 2(700), 3(230)

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. .With All Aspects (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P.). Km-1, 2(700), 3(230)

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 density, complete as per Techincal Specification Clause 401. As per direction of E/I With All Aspects (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P.). Km-1, 2(700), 3(230)

Providing ,Laying ,spreading and compacting stone aggregates of 63-45 mm size 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 theinterstices of coarse aggregate ,watering and compacting to the required density Grading-II as per Technical specification clause 405. As per direction of E/I With All Aspects (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P.). Km-1, 2(700), 3(230)

Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size material 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 grit to fill up the interstices of coarse aggregate ,watering and compacting to the required density Grading-III as per Technical specification clause 405. as per Technical Specification Complete in all aspects or as per direction of E/I .With All Aspects (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P.). Km-1, 2(700), 3(230)

Providing and applying Primer Coat with bitumen emulsion 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 With All Aspects (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P.). Km-1, 2(700), 3(230)

Providing and applying Tack Coat with Bitumen VG-10 using bitumen distributor at the rate of 3.00 kg/10 sqm on the prepared bituminous surface Cleaned with Hydraulic broom as per Technical Specification Clause 503..as per Technical Specification Complete in all aspects or as per direction of E/I. With All Aspects (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P.) Km-1, 2(700), 3(230)

Providing, laying & rolling of open graded Premix Carpet of 20 mm thickness composed of 13.2mm to 5.6 mm (Crushed stone chiping 13.2mm @ 0.18 cum./10 sqm. & crushed stone chiping 11.2mm @ 0.09 cum./10 sqm.) 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 either Type-C as per technical specification clause 508. By manual means (l) Bitumen(VG-10) @ 14.60 kg. per 10 sqm. as per Technical Specification Complete in all aspects or as per direction of E/I. With All Aspects (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P.) Km-1, 2(700), 3(230)

Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C with 6.7mm crushed stone chiping @ 0.09 cum./10 sqm. as per Technical Specification Clause 510. Bitumen(VG-10) @ 6.5 kg. per 10 sqm. as per Technical Specification Complete in all aspects or as per direction of E/I. With All Aspects (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P.) Km-1, 2(700), 3(230)

Construction of earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 as per technical specification clause 303.1 (3.14) as per direction of E/I . With All Aspects (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P.) Km-1, 2(700), 3(230)