New Construction work of Village Kashinathpur to Primary School in Distt. Bareilly in F.Y. 2025-26.(With 05 years maintenance)

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Tender Inviting Authority: Executive Engineer, Bareilly Circle, P.W.D., Bareilly

Name of Work: New Construction work of Village Kashinathpur to Primary School in Distt. Bareilly in F.Y. 2025-26.(With 05 years maintenance)

NIT No: 485/453C(E-Tender)-3/2025-26 DATED 27-02-2026

Sl. No. Item Description (Item rates are Excluding G.S.T.) Item Code / Make Quantity Units Estimated Rate 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

1 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 as per Technical Specification Clause 301.5. including supply of all meterial T&P, labour and all taxes etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. (Exculding Royalty.) Cum Excess(+) Full Conversion INR

2 Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 including supply of all meterial T&P, labour and all taxes etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. (Exculding Royalty.) Cum Excess(+) Full Conversion INR

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. Cum Excess(+) Full Conversion INR

4 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 with 22.4 - 53 mm stone ballast as per Technical Specification Clause 405) including supply of all meterial T&P, labour and all taxes , royalty etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. Cum Excess(+) Full Conversion INR

5 Brick edging on both sides of the road of first class bricks 8 cm (3") wide and 12 cm. 4½"deep laid with mud mortar including labour and supply of. bricks finished to required template and proper alignment and also including dressing and ramming the excavated earth as directed by Engineer-in-Charge. Km Excess(+) Full Conversion INR

6 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 Grade M30, 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, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 Cum Excess(+) Full Conversion INR

7 Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads upto 3000m transporting to site spreading grading to required slope and compacted to meet requirement of table 300.2 (Carted Earth work for 2 Km ) including supply of all meterial T&P, labour and all taxes etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. (Exculding Royalty.) Cum Excess(+) Full Conversion INR

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