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Rs. Rs. Rs. Rs. : Sl No/ SR Item No Particulars Quantity Unit Rate (Rs.) Amount 1 3.15 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.etc all complete job as per specification and direction of E/I with 1% labour cess. 8745.00 sqm 8.28 72409.00 2 2.5 II A Dismantling of Flexible Payments and disposal of Dismantiled materials upto a lead of 1000 meters, stacking serivicable and unservicable materials seperately etc. all complete job as per specification and direction of E/I with 1% labour cess. i Bituminous layer 206.25 cum 349.46 72076.00 3 2.6 Dismantling of cement concerete pavment by mechnical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking servicible and unserviceble materials seperately etc. all complete job as per specification and direction of E/I with 1% labour cess. 165.00 cum 1548.33 255474.00 4. 3.16 (I) 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 300-2etc all complete job as per specification and direction of E/I with 1% labour cess. 2583.00 cum 263.61 680905.00 5 3.17 (I) Construction of embankment with approved material depsited at site road way cutting and excavation from drain and foundation of other structures graded and compacting to meet requirement of table 300-2 etc all complete job as per specification and direction of E/I with 1% labour cess. 125.00 cum 210.12 26265.00 6 3.6 (II) Excavation for road work in soil with hydrolic excavator of 0.90 cum buckedt capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with reqquirement of lines, grades and cross sections and transporting to the embakement location within all lifts and lead upto 1000 m etc all complete job as per specification and direction of E/I with 1% labour cess.. 125.00 cum 149.48 18685.00 7 4.2(i) Construction of granular sub-base by providing coarse 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 for grading- I Material etc all complete job as per specification and direction of E/I with 1% labour cess 1403.75 cum 3312.55 4649992.00 8 4.12 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density etc all complete job as per specification and direction of E/I with 1% labour cess. 3110.80 cum 3658.88 11382044.00 9 5.1 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 0.60 kg/sqm using mechanical means etc all complete job as per specification and direction of E/I with 1% labour cess. 15416.50 sqm 40.93 630997.00 10 5.2 Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.etc all complete job as per specification and direction of E/I with 1% labour cess. 30833.00 sqm 14.68 452628.00 11 5.6 (A) Providing and laying dense bituminous macadam 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 @ 4.0 to 4.5% by weight of total mix of mix and filler, t

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