Construction of Sultanpur Kot to Baraunki link road with 05 year Maintenance

Construction of embankment 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(Encluding Labour Cess And Excluding G.S.T.)

Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and back filling in trenches with excavated suitable material.(Encluding Labour Cess And Excluding G.S.T.)

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.(Encluding Labour Cess And Excluding G.S.T.)

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 (Encluding Labour Cess And Excluding G.S.T.)

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 ,Stone screening to fill up the nterstices of coarse aggregate ,watering and compacting to the required density (Encluding Labour Cess And Excluding G.S.T.)

Brick edging on both side of the road of 1st class brick 8 cmm(3") wide and 12cm (4.5") deep laid with mud mortar all labour finished ti the required template and in proper aligment and also encluding dressing and ramming the excavated earth including all labour . T&P sundries required for proper completion of work with material.AS per SOR 2019 NO-765 (Encluding Labour Cess And Excluding G.S.T.)

Construction of shoulders with approved material obtained from available land as permitted and approved by Engineer in charge and as per technical specification clause 301.3.4.1,with all lifts and leads,spreading,grading to reqired slope and compacted to meet requirement of Tables 300.1 and 300.2 as per technical specifications clause 301.5(Encluding Labour Cess And Excluding G.S.T.)

Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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 and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.

Providing and applying primer coat with bitumen emulsion (SS 2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/sqm usingmannual means . (Encluding Labour Cess And Excluding G.S.T.)

Providing and applying tack coat with Bitumen V.G._10 using Bitumin pressure distributor at the rate of 0.35 kg per sqm on the prepared surface cleaned with hydraulic broom .(Encluding Labour Cess And Excluding G.S.T.)

Providing laying & 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.(Encluding Labour Cess And Excluding G.S.T.)

Providing and laying seal coat 'C' Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall .(Encluding Labour Cess And Excluding G.S.T.)

Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days.(Encluding Labour Cess And Excluding G.S.T.)

Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203(Encluding Labour Cess And Excluding G.S.T.)

Providing and laying cement concrete M 20 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5.(Including Labour Cess And Excluding G.S.T.)

Plastering with cement mortar (1:4) 15 mm thick on brickwork in substructure/superstracutre as per technical specification clauses 613.4 & 1204(Including Labour Cess And Excluding G.S.T.)

Maintenance of constructed Cement Concrete Pavement road Prtion for next five year after the actual date of complition. The Contractor shall be paid total maintenance cost as Rs.666080.70 for five year in the form of installment as given below. Payment shall be done as per PWD Specification (Rates are including labour Cess but Exculiding GST) 1 st to 2nd Year after the Actual Date of Completion Maintenece @ 0.25% of Rs.

(ii) IInd year to IIIrd year 0.50%

(iii) IIIrd year to IVth year 0.75%

(iv) IVth year to Vth year 1%

Maintenance of constructed Bituminious road for next five year after the actual date of complition. The Contractor shall be paid total maintenance cost as Rs. 5453226. for five year in the form of installment as given below. Payment shall be done as per PWD Specification (Rates are including labour Cess but Exculiding GST) 1 st to 2nd Year after the Actual Date of Completion Maintenece @ 0.75% of Rs.

(ii) IInd year to IIIrd year 1.5% of Rs.

(iii) IIIrd year to IVth year 2.25% of Rs.

(iv) IVth year to Vth year 3% of Rs.

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