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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-AOC | ₹1.5 Cr | L1 | Accepted-AOC Bidder Rate Quoted being lowest |
| 2 | L2₹1.6 CrRejected-Finance | ₹1.6 Cr | L2 | Rejected-Finance Bidder Rate Quoted being highest |
| 3 | L3₹1.6 CrRejected-Finance 15 SANMATI NEW UROODELA COLONY NEAR DATTA MEGHE PLOYTECHNIC KOTWAL NAGAR DIST NAGPUR 440015 | NAGPUR | MAHARASHTRA | 440015 | ₹1.6 Cr | L3 | Rejected-Finance Bidder Rate Quoted being highest |
| 4 | L4₹1.8 CrRejected-Finance 223 3 E B 1 MALTI TOWER TARABAI PARK KOLHAPUR 416 003 | KOLHAPUR | KOLHAPUR | MAHARASHTRA | 416003 | ₹1.8 Cr | L4 | Rejected-Finance Bidder Rate Quoted being highest |
| Sl No | Description | Qty | Unit | Supreme Startech Pvt Ltd L1 | D R CONSTRUCTION L4 | P K CONSTRUCTION L3 | NIRMITA INFRA L2 |
|---|---|---|---|---|---|---|---|
| 1.00Bridge Work | |||||||
| 1.01 | Cleaning grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201 | 620 | One Square Meter | 2 ₹1,240 | 10.46 ₹6,485.20 | 3.1 ₹1,922 | 20 ₹12,400 |
| 2.00Earthwork 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 other deleterious material and disposal upto all lift and lead, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | |||||||
| 2.01 | Ordinary Soil | 312.18 | One Cubic Meter | 400 ₹1.2 L | 227.55 ₹71,035.65 | 613 ₹1.9 L | 300 ₹93,652.80 |
| 2.02 | Soft Rock | 213.85 | One Cubic Meter | 510 ₹1.1 L | 418.2 ₹89,433.33 | 766.2 ₹1.6 L | 700 ₹1.5 L |
| 2.03 | Hard Rock | 203.56 | One Cubic Meter | 1,585 ₹3.2 L | 836.4 ₹1.7 L | 1,180.5 ₹2.4 L | 1,100 ₹2.2 L |
| 3.00 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. | 360 | Hours | 151.75 ₹54,630 | 270 ₹97,200 | 183.9 ₹66,204 | 175 ₹63,000 |
| 4.00 | Providing concrete for plain cement concrete M-15 in foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. | 51.77 | One Cubic Meter | 5,800 ₹3.0 L | 7,954 ₹4.1 L | 5,787.2 ₹3.0 L | 5,600 ₹2.9 L |
| 5.00 | Supplying, fitting and placing TMT (Fe-500) bar reinforcement in foundation complete as per drawing and technical specification clauses 1000 and 1202 | 11.22 | One Metric Tone | 75,000 ₹8.4 L | 88,560 ₹9.9 L | 72,299.5 ₹8.1 L | 82,000 ₹9.2 L |
| 6.00 | Filling annular space around footing in rock as per Technical Specification Clause No. 1203.4.3. | 159.41 | One Cubic Meter | 5,500 ₹8.8 L | 553.5 ₹88,231.22 | 5,840.5 ₹9.3 L | 5,500 ₹8.8 L |
Updated dates
Tender Value
Refer Docs
EMD Value
₹86,000
Closing Date
26 Dec 2025, 5:30 pmClosed
Superintending Engineer PMGSY Nagpur Region Nagpur
Office of the Superintending Engineer PMGSY Nagpur Region Nagpur PWD Campus Bandhkam Sankul Civil Line Nagpur-01
Construction of Submersible Bridge on NH-353 J (Ubagi) To Pohi Rahulgaon Road at Ch. 5.790 Tah. Kalmeshwar
2025_MRRDA_1259656_5
T.No.11/ADB-Bridge/NAG/2025-26
Open Tender
Civil Works - Bridges
365 days
Kalmeshwar
Prequalification as per mentioned in SBD Section -2
2 documents required · 2 mandatory
₹5,900
₹86,000
15 Jun 2026
15 Dec 2025
29 Dec 2025
15 Dec 2025
26 Dec 2025
15 Dec 2025
15 Dec 2025 - 22 Dec 2025
Bridge Work
Cleaning grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201
Ordinary Soil
Soft Rock
Hard Rock
Providing concrete for plain cement concrete M-15 in foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203.
Supplying, fitting and placing TMT (Fe-500) bar reinforcement in foundation complete as per drawing and technical specification clauses 1000 and 1202
Filling annular space around footing in rock as per Technical Specification Clause No. 1203.4.3.
Providing concrete for plain concrete M-25 in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203.
Providing concrete for plain cement concrete M-30 in foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203.
Supplying, fitting and placing TMT (Fe-500) bar reinforcement in substructure complete as per drawing and technical specification clauses 1000 and 1202
Providing weepholes in plain concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(v) :20(h) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
Plain cement concrete M-25 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
Reinforced cement concrete M-30 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
Plain/reinforced cement concrete RCC M-30 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204
Providing tar paper bearing of approved quality in proper size etc. complete.
Providing and laying filter media with granular crushed aggregates as per specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 M-30
Expansion Joint with 25mm thick bituminous pad
Providing and laying cement concrete wearing course M 30 grade Including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
Providing and laying 0.90 meter thick metal mat consisting of rubble,over size metal and normal size metal in specified thickness as per detailed drawing including supplying all materials,hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete.
Providing and fixing in position railing consisting of IS Rolled steel joist posts designation IS MB 100 (100 x 75) at 2.5m interval and three rows of 50 mm dia steel pipes ( light ) including fixing in position on bridge deck complete as per drawing and technical specification Clause 1208.2
Construction of embankment with approved material obtained from borrow pits with all lead & lift, transporting to site, spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per technical Specification Clause 301.5
Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
Providing concrete for plain cement concrete M-15 in foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203.
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