Tender For Coating Work From Gram Sabha Rohsi Khurd Paved Road Through Ganga Bakhsh Singhs House Till The Front Of Shiv Bholes House - Construction of embankment withapproved material obtained fromborrow pits with alift upto 1.5m,transportingtosite,spreading,gradingto required slope and compacting to meet requirement ofTables300.1 and 300.2 with a leadupto 1000m asperTechnicalSpecification Clause 301.5( For carted earth) 2 Constructionofgranular sub-base by providing well graded material, spreadingin uniformlayers with moto r graderonprepared surface, mixing by mix in place method with rotavator atOMC, and compacting with smooth wheelroller to achieve the desireddensity,completeasperTechnical Specification Clause 401. 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel 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. 4 Construction ofun-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade), coarse an using curing compound (where specified) and water finishing to lines and grade as per drawingand Technical Specification Clause 1501 5 Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5( For carted earth) 6 Providing and Laying Reinforced Cement Concrete Pipe NP3 H.P.350mm as per design in Single Row 7 Construction of H.P culvert as per detaildrawing.350 mm dia 8 Providing, laying,spreadingandcompacting stone aggregates of specific sizes to water bound macadamspecificationincludingspreading in uniform thickness, handpacking, rollingwith smoothwheelroller80-100kN in stagesto proper grade and camber, applying and brooming, stone screening/binding materialto fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading-2 as per technical Specification Clause-405. 9 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel 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. 10 brick edging on bot side of the S.O.B. brick 8 cm (3) wide and 12 cm (41/2) deep laid with mud mortar all labour finished to the required template anjd in proper alignment and also incliding dressing and ramming the excavated earth including all labour , T&P sudries required for proper completion of work. (S.I.No. 765) 11 Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement ofas per Technical Specification Si No. -5/2.25(a) 12 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause-502 13 Providing and applying tack coat with Bitumen(VG-10) usingBitumandistributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulicbroom as per Technical Specification Clause-503. 14 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed 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 followed by(ex.cost of) seal coat ofType C as per Technical Specification Clause 508. 15 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall usingType - C as per Technical Specification Clause 510. 16 S/F Shilla Patt with painting and photographs.
