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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹52.8 LAccepted-AOC GRAM KHIDKA JUNARDAR SAHARANPUR | AMBEDKAR NAGAR | UTTAR PRADESH | 224122 | ₹52.8 L | l1 | Accepted-AOC L1 |
| 2 | l2₹52.9 LRejected-Finance GRAM DATTOLI MUGHAL POST BEHDA SANDAL SINGH SAHARANPUR | SAHARANPUR | UTTAR PRADESH | 247001 | ₹52.9 L | l2 | Rejected-Finance l2 |
| 3 | l3₹53.4 LRejected-Finance GRAM POST MAWANA KHURD MAWANA MEERUT | MEERUT | UTTAR PRADESH | 245206 | ₹53.4 L | l3 | Rejected-Finance l3 |
| 4 | l4₹57.9 LRejected-Finance NAVEEN NAGAR 2B 1141 1 JANPAD SAHARANPUR | SAHARANPUR | UTTAR PRADESH | 247001 | ₹57.9 L | l4 | Rejected-Finance l4 |
| 5 | l5₹64.5 LRejected-Finance | ₹64.5 L | l5 | Rejected-Finance l5 |
Tender Value
₹80 L
EMD Value
₹6 L
Closing Date
1 Apr 2026, 2:00 pmClosed
se pwd saharanpur
se pwd saharanpur
Construction of a bridge over the causeway located at Kilometer 2 on the Alipura Road, along the Sundarpur Naurangpur Jasmaur Mirzapur route
2026_CEMRT_1130878_4
1781/94MS-S/2026 Date 13.03.2026
Open Tender
Civil Works
Saharanpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹6 L
4 May 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 |
|---|---|---|---|---|---|
| 1Excavation 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) | |||||
| 2Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (M-15) | |||||
| 3Plain Cement Concrete M-20 with stone aggregate nominal size mechanical mix and viberated in foundation upto depth 1.5m below ground level and 1.5m above ground level (PCC-M20) | |||||
| 4Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (RCC Grade M25) | |||||
| 5Supplying, fitting and placing HYSD bar reinforcement in Super-structure complete as per drawing and technical specifications | |||||
| 6Provision of an Reinforced cement concrete crash barrier at the bridge decks & approaches to bridge structures, constructed with Reinforced Cement Concrete with HYSD reinforcement conforming MoRT&H Specification and as per details given IRC -5 including dowel bars, expansion joints filled with pre-moulded asphalt filler board etc. and approved drawing and at locations directed by the Engineer, all as specified. (As per no. 1500,1600,1700 & 2703 (For R.C.C. Railing) | |||||
| 7Providing and laying Cement concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and as per Technical Specifications No. 2702 | |||||
| 8Providing 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) | |||||
| 9Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications | |||||
| 10Earth 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. (5.0 Km cartage) | |||||
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