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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.9 LAccepted-AOC VILL BAUJHA POST ONHA KARHAL MAINPURI | MAINPURI | MAINPURI | UTTAR PRADESH | L1 | Accepted-AOC L1 | |
| 2 | L2₹20.0 L+₹2,452.24 (0.12%)Rejected-Finance GALI NO 1 KRISHNA NAGAR MAINPURI | MAINPURI | MAINPURI | UTTAR PRADESH | L2 | Rejected-Finance 2 | |
| 3 | L3₹20.3 L+₹32,798.71 (1.65%)Rejected-Finance GALI NO 5 PUNJABI COLONY MAINPURI | MAINPURI | MAINPURI | UTTAR PRADESH | L3 | Rejected-Finance 3 | |
| 4 | L4₹20.7 L+₹73,873.73 (3.71%)Rejected-Finance NA | NA | NA | 121004 | L4 | Rejected-Finance 4 | |
| 5 | L5₹20.7 L+₹76,019.44 (3.81%)Rejected-Finance PO PWD GATE NO 01 KE SAMNE KUNERA ZILA ETAWAH | ETAWAH | ETAWAH | UTTAR PRADESH | L5 | Rejected-Finance 5 |
Tender Value
₹32.5 L
EMD Value
₹3.3 L
Closing Date
31 Oct 2025, 12:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EE
PD PWD MPI
SR ON BALARPUR RAMNAGAR ROAD TO SURAJPUR BARKHEDA ROAD
2025_CEAGR_1085118_4
3194 DT 16.10.2025
Open Tender
Civil Works
Lump-sum
60 days
SR ON BALARPUR RAMNAGAR ROAD TO SURAJPUR BARKHEDA
Please refer Tender documents.
2 documents required · 2 mandatory
₹944
₹3.3 L
Yes
16 Dec 2025
25 Oct 2025
31 Oct 2025
25 Oct 2025
31 Oct 2025
25 Oct 2025
25 Oct 2025 - 31 Oct 2025
Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. (Cartage Earth upto 1.00 km. lead) excluding GST.
Construction of un-reinforced 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 maximun size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side fromwork (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, admixtures as approved curing concrete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 . excluding GST.
Excavation in foundation in ordinary soil (Loam, Clay or Sand) including lift upto 1.50 m and lead upto 30m 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 30m from the foundation trenches. Excluding GST
Condition
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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details.html
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Tendernotice_1.pdf
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BOQ_1988318.xls
BOQ • 0.24 MB
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