Special Repair of Rakehti to Kolapurwa Link Road.

Select, At Par, Excess (+), Less (-) IOCL

Tender Inviting Authority: Superintending Engineer, Sitapur/Kheri Circle, P.W.D., Sitapur.

Name of Work: Special repair of Rakehti to Kolapurwa link road.

Contract No: 6043/352/C/e-Tender/STP-Kheri/2025-26 Dated 10-11-2025

Item Description Item Code / Make Quantity Units Estimated Rate UNIT Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT Without Taxes TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words

1 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 Grading-3. As per technical specification clause 405. 120 Cum 5750 Excess(+) Full Conversion INR

2 Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared surface cleaned with hydraulic broom but including cost of Bitumen. 4152 Sqm 14 Excess(+) Full Conversion INR

3 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 but including cost of Bitumen. 4152 Sqm 205 Excess(+) Full Conversion INR

4 Providing and laying seal coat 'C' Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall but including cost of Bitumen. 4152 Sqm 76 Excess(+) Full Conversion INR

5 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, 267.75 Cum 8900 Excess(+) Full Conversion INR

6 Construction of shoulder 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 301.5 680 Cum 88 Excess(+) Full Conversion INR

7 Construction of shoulder with approved material obtained from borrow pits(carted earth) with a lift upto 1.5m & lead up to 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 . as per Technical Specification clause 301.5 280 Cum 145 Excess(+) Full Conversion INR

8 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. 98 Cum 175 Excess(+) Full Conversion INR

9 Cement Concrete in foundation with 1 : 3 : 6 cement coarse sand and 40 mm. stone ballast supply of all material, labour and T&P etc required for proper completion of work. 20 Cum 8750 Excess(+) Full Conversion INR

10 Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering, as per drawing and technical specification Clauses 600, 1202 & 1203. 25 Cum 7850 Excess(+) Full Conversion INR

11 Providing, laying and Fixing of 2x1000 mm dia NP-3 R.C.C. Hume pipe 15 RM 4600 Excess(+) Full Conversion INR

12 Pointing with cement mortar (1:3) on brick work as per drawing and technical specification Clauses 613.3 & 1204 60 Sqm 100 Excess(+) Full Conversion INR

Total in Figures . 4 Construction of chamber for 100mm sluice plates item5 10 Nos

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