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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.2 LAccepted-AOC | ₹32.2 L | L1 | Accepted-AOC l1 |
| 2 | L2₹33.6 LRejected-Finance GRAM POST MAWANA KHURD MAWANA MEERUT | MEERUT | UTTAR PRADESH | 245206 | ₹33.6 L | L2 | Rejected-Finance L2 |
| 3 | L3₹36.4 LRejected-Finance | ₹36.4 L | L3 | Rejected-Finance L3 |
| 4 | L4₹40.2 LRejected-Finance B 16 AMBEDKAR PURAM DELHI ROAD SAHARANPUR | SAHARANPUR | UTTAR PRADESH | 247001 | ₹40.2 L | L4 | Rejected-Finance L4 |
| 5 | L5₹41.8 LRejected-Finance | ₹41.8 L | L5 | Rejected-Finance L5 |
Tender Value
₹48 L
EMD Value
₹4.4 L
Closing Date
1 Apr 2026, 2:00 pmClosed
se pwd saharanpur
se pwd saharanpur
Construction of a 2x5 Minor Bridge at the causeway location at Km 4 of the Canal Embankment Road via Salempur Telipura commencing from Km 171 of the Delhi Yamunotri Route in District Saharanpur
2026_CEMRT_1130878_3
1781/94MS-S/2026 Date 13.03.2026
Open Tender
Civil Works
Saharanpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹4.4 L
30 Apr 2026
27 Mar 2026
1 Apr 2026
27 Mar 2026
1 Apr 2026
27 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 |
|---|---|---|---|---|---|
| 1Dimantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-in-charge within a distance of 60 meter (200 feet). (S.I. No. 692) | |||||
| 2Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50M. 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 30 M. from the foundation trenches. S.I. No. 251 (a) | |||||
| 3Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (M-15) | |||||
| 4Reinforced Cement Concrete in Super Structure complete as per Drawing and Technical Specifications. (RCC Grade M30) | |||||
| 5Providing and laying Cement concrete Wearing Coat M-30 grade excluding reinforcement complete as per drawing and as per Technical Specifications No. 2702 | |||||
| 6Supplying, fitting and placing HYSD bar reinforcement in Super-structure complete as per drawing and technical specifications | |||||
| 7Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight as per Technical Specifications No. 2605 (14.18) | |||||
| 8Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 M. distance as directed by the Engineer incharge. (1.0 Km cartage) | |||||
| 9Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 | |||||
| 10Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | |||||
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