Tender For Construction Of Parsiya Lakhun Cc Track Roadwith 05 Year Maintenance - Construction Of Embankment With Approved Material Obtained From Availble Land As Permitted And Approved Byengineer-In-Charge And As Per Technical Specitaion Clause 301.3.4.1, lakhimpur-Uttar Pradesh

Tender For Construction Of Parsiya Lakhun Cc Track Roadwith 05 Year Maintenance - Construction of embankment with approved material obtained from availble land as permitted and approved byEngineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1,with all liftsand leads,spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5 2 Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead up to 1000m 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 density, complete as per Technical Specification Clause 401. 4 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 ,Stonescreening,binding materials to fill up theinterstices of coarse aggregate ,watering and compacting to the required density 5 Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 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 ,Stonescreening to fill up the nterstices of coarse aggregate ,watering and compacting to the required density 6 Brick edging on both sides of the road with first class bricks 8 cm wide & 12 cm deep laid with mudmortar including labour & supply of bricks finished to required template and in proper alingment and also including dressing & ramming the excavated earth as directed by the Engineer - in -charge. as per SI No 765 7 Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/sqm usingmannual means . 8 Providing and applying tack coat withVG-10 using Bitumen distributor at the rate of 0.30 kg per sqm on the preparedsurface cleaned with hydraulic broom . 9 Providinglaying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm 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 . 10 Providing and laying seal coat C Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall . 11 Construction of Shoulder with approved material obtained from availble land as permitted and approved byEngineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1,with all liftsand leads,spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5(carted earth) 12 Routine maintinance Charge upto 5 years for any defect/damage found after construction of all works i/c restoration of paved surface, shoulders, culverts road furniture etc. complete as per direction of E/I First Year - 0Second Year - 13 Third Year 14 Fourth Year 15 Fifth Year

INR 944 /-

INR 220000.0 /-

INR 22 Lakhs /-

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