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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.8 LAdmitted-Finance | -1.02% | ₹2.8 L | L1 | Admitted-Finance |
| 2 | L2₹2.8 LAdmitted-Finance | -0.21% | ₹2.8 L | L2 | Admitted-Finance |
| 3 | L3₹2.8 LAdmitted-Finance | -0.12% | ₹2.8 L | L3 | Admitted-Finance |
Tender Value
₹3.4 L
EMD Value
₹6,726
Closing Date
21 Feb 2026, 5:00 pmClosed
Executive Officer
Nagar Palika Parishd Shamli
Construction of road and drain from the corner of M.S.K. Road Petrol Pump to Vijay Pathak house in Ward No. 24.
2026_DOLBU_1115200_5
156/E-T/PWC/2025-26
Open Tender
Civil Works
30 days
Construction of road and drain from the corner of
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
Executive Officer
₹6,726
24 Feb 2026
12 Feb 2026
23 Feb 2026
12 Feb 2026
21 Feb 2026
12 Feb 2026
Dismantling of Reinforced Cement Concrete by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock 1 piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately
Dismantling of Dismantling Brick existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including 2 disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.
Deduct the cost of old bricks class-100
Ded the cost of old bricks/bats M-75
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)
Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in charge upto a distance of 30 M. from the foundation trenches. (where machine can not move)
Cartage of Ballast, Kankar, Coal, Grit or Sand etc. 6 including loading and unloading but excluding stackings on pucca roads. Upto 8 Km.
Providing concrete for plain/reinforced concrete in (P.C.C grade M 10) (1:3:6) open foundations complete as per drawings and technical 7 specifications Clause 802, 803, 1202 & 1203. 1/c all cess, Labour cess, levy, toll fee, royalty, Contractor Profit but excluding GST.
Plain/reinforced cement concrete (P.C.C grade M 20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. I/c all cess, Labour cess, levy, toll fee, royalty, Contractor Profit but excluding GST. For height upto 5 m
WBM Grading 3-Providing, laying, spreading and compacting stone aggregates of specific sizes 53 mm to 22.4 mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to 10 proper grade and camber, applying and brooming, stone screening to fill-up the interstices of course aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405, I/c all taxes, Labour cess, levy, toll fee, royalty, Contractor Profit but excluding GST.
Cement Concrete Pavement-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 M30 (Grade), coarse and fine aggregates conforming to 15:383, maximum size of course 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, 1laying 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
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