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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.5 LAccepted-AOC | ₹19.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹20.2 LRejected-Finance NA | NA | NA | 121004 | ₹20.2 L | L2 | Rejected-Finance 2 |
| 3 | L3₹20.3 LRejected-Finance | ₹20.3 L | L3 | Rejected-Finance 3 |
| 4 | L4₹20.3 LRejected-Finance GALI NO 5 PUNJABI COLONY MAINPURI | MAINPURI | MAINPURI | UTTAR PRADESH | ₹20.3 L | L4 | Rejected-Finance 4 |
| 5 | L5₹21.1 LRejected-Finance VILL GOLIYAPUR POST BARNAHAL KARHAL MAINPURI | MAINPURI | UTTAR PRADESH | 205001 | ₹21.1 L | L5 | Rejected-Finance 5 |
Tender Value
₹32.5 L
EMD Value
₹3.3 L
Closing Date
31 Oct 2025, 12:00 pmClosed
EE
PD PWD MPI
SR ON SHIKOHABAD BHOGAON ROAD TO BHADAURA ROAD
2025_CEAGR_1085118_1
3194 DT 16.10.2025
Open Tender
Civil Works
60 days
SR ON SHIKOHABAD BHOGAON ROAD TO BHADAURA ROAD
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. Excluding GST
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
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen VG-10 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a HMP, 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 of either Type C as per Technical Specification Clause 508. excluding GST.
Construction of un-reinforced, dowel jointed at expansion and construction joint only plain cement concrete pavement thickness as per drawing over a prepared sub base with 43 grade cement as per claus 1501.2.2 M 30 (grade) coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixture of not less then 0.20cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed site form work (steel channel laying and fixing of 125 micorn thick polythine film wedges steel plates including leveling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate viobrators and finished in countinous operations including provision of contraction and expansion, construction joints applying primer sealent, dowel bars and construction joint, admixtures as approved curing of concrete slab for 14 days curing compound (where specified) and water finishing to ines and grade as per drawing and technical specification clause 1501. Excluding GST
Condition
stage.html
html • 0.06 MB
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
PDF • 1.19 MB
BOQ_1988310.xls
BOQ • 0.25 MB
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