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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.8 LAccepted-Finance | ₹33.8 L | L1 | Accepted-Finance Financial Qualified L1 |
| 2 | L2₹34.2 LRejected-Finance | ₹34.2 L | L2 | Rejected-Finance Financial Disqualified L2 |
| 3 | L3₹34.4 LRejected-Finance | ₹34.4 L | L3 | Rejected-Finance Financial Disqualified L3 |
Tender Value
₹33.9 L
EMD Value
₹75,000
Closing Date
2 Apr 2026, 12:00 pmClosed
DGM(T) HALDWANI
DGM(T) HALDWANI SHEESHAMBAG
Construction work of CC road from Haripur Baraihani main road in village Harsan of development block Bajpur, passing through the houses of Umed Singh Dobal, Jagmohan Dobal, Vijay Dobal to the houses of Shivraj Singh Dobal etc
2026_UAPMB_93512_1
Niveda Construtions work Bazpur 1899 date 18-03-2026
Open Tender
Civil Works
180 days
Bazpur
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,950
DGM(T) HALDWANI
₹75,000
7 Apr 2026
25 Mar 2026
2 Apr 2026
26 Mar 2026
2 Apr 2026
26 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and otherdeleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. 11-1-1 Ordinary soil | |||||
| 2Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion1:4:8 in foundations and floors including supply of all material, labour and T&P etc.required for proper completion of the work. as per drawings and technicalspecifications Clause 802, 803, 1202 & 1203 2-2 | |||||
| 3Gravel/Soil-Aggregate Base (Table 400.2) Grading BConstruction of granular sub-base by providing well graded material,spreading in uniform layers with motor grader on prepared surface, mixing bymix in place method with rotavator at OMC, and compacting with three wheel80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 4-2-2 | |||||
| 4Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204In 1:4 Cement mortar 12-1-2 | |||||
| 5Cement Concrete (PCC M-30) Pavement:- . 2-3 | |||||
| 6Providing and fillling joint sealing compound as per drawings and technicalspecifications with coarse sand and 6 per cent bitumen by weight.13-16-4 | |||||
| 7Sign Board | |||||
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techsummary_110690.pdf
boq_comp_chart.xlsx
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details.html
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Tendernotice_1.pdf
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Tendernotice_2.pdf
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BOQ_110690.xls
BOQ • 0.26 MB
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