Improvement of Avenue Road Main gate to Shiv Mandir Gate and Guest House Road from Junction point of Avenue Road near Administrative Complex at KHPS NEEPCO Ltd

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Tender Inviting Authority: Sr. Manager (E/M) i/c C&P KHPS

Name of Work: Improvement of Avenue Road (Main gate to Shiv Mandir Gate) & Guest House Road (From Junction point of Avenue Road near Administrative Complex) at KHPS, NEEPCO Ltd.

Contract No: NIT NO. KHPS/C&P/2026-26/512 Dt. 19.02.2026

Name of the Bidder/ Bidding Firm / Company :

Sl. No. 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 (including GST) 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 Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared 0.000 Sqm Excess(+) Full Conversion INR

2 Maintenance of Earthen shoulder (filling with fresh selected soil): Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 0.000 Sqm Excess(+) Full Conversion INR

3 Maintenance of Drains: The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907. 0.000 Meter Excess(+) Full Conversion INR

4 Maintenance of Bituminous surface road : Repair to pot holes by removal of failed material,trimming the sides to vertical and levelling the bottom,cleaning the same with compressed air or any cum 7,172.40 appropriate method filled with 75 mm B.M. applying bitumen emulsion prime coat at the bottom and bitumen emulsion tack coat on sides and on bottom as per technical specification Clause 502 and 503 0.999 Cum Excess(+) Full Conversion INR

5 Scarifying the existing bituminous road surface to a depth of 50 mmand disposal of scarified material within all lifts and lead upto 1km (by mechanical means 0.000 Sqm Excess(+) Full Conversion INR

6 16.31 Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. 16.31.1: With rapid setting bitumen emulsion. 16.31.1.1 On W.B.M / W.M.M. @ 0.4kg/sqm 0.999 Sqm Excess(+) Full Conversion INR

7 2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately. 16.33.2 With paving ashpalt grade VG-30 with no solvent. 0.999 Sqm Excess(+) Full Conversion INR

8 Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG - 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface, including rolling and finishing with power road roller all complete. 0.999 Sqm Excess(+) Full Conversion INR

9 16.50: Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/- 5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. 0.000 Nos. Excess(+) Full Conversion INR

10 Providing and applying 2.5 mm thick road marking strips (retro- reflective 16.62 of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications 0.000 Sqm Excess(+) Full Conversion INR

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