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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 CrAccepted-AOC | ₹3.7 Cr | L1 | Accepted-AOC Awarded Contract Bidder |
| 2 | L2₹3.8 Cr+₹15.0 L (4.06%)Rejected-Finance C O SRI BANAMALI DAS WARD NO 3 THAKURBARI ROAD P O BIJNI DIST CHIRANG ASSAM 783390 | CHIRANG | ASSAM | 783390 | ₹3.8 Cr+₹15.0 L (4.06%) | L2 | Rejected-Finance Reject |
| 3 | Rejected-Technical GALIAHATI DIST BARPETA 781301 | BARPETA | ASSAM | 781301 | - | - | Rejected-Technical Technically Not Qualified |
| Sl No | Description | Qty | Unit | kajalkrdas L2 | M/S Competent Infrastructure & Consulting Pvt. Ltd L1 |
|---|---|---|---|---|---|
| 1.00 | Construction of temporary Bamboo bridge of 3.70m clear road waywith Bholuka or Barua Bamboo post 5nos. in each rows driven at least180cm. below ground level and rows not more than 150cm apart from center to center Bholuka or Barua Bamboo dham longitudinal groth both closely placed and tied with half bamboo 90cm to 120cm apart in both layers and ttwo layers of jati bamboo chattais ( top layer should bedigonally woven), 70 mm to 100 mm thick brushwood in between chattias should be tied with half jati bamboo on both ends, bamboo railing with bholuka or barua bamboo post placed at150cm apart jati or betua bamboo hand rails of two lines both side of every alternate rows.All tying must be done with cane or coir string and only mature bamboo should be used in work i) Bridge No. 3/1 on NH-31 to Gapal Ata Satra Road. | 30 | Meter | 1,000 ₹30,000 Lowest | 1,000 ₹30,000 Lowest |
| 2.00 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. B . Mechanical Means, (I) Without dewatering (i) Depth upto 3 m i) Bridge No. 3/1 on NH-31 to Gapal Ata Satra Road. | 290.85 | Cum | 1,000 ₹2,90,852 Lowest | 1,000 ₹2,90,852 Lowest |
| 3.00 | Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200 mm) i) Bridge No. 3/1 on NH-31 to Gapal Ata Satra Road. | 196.8 | Metre | 9,000 ₹17,71,200 | 7,000 ₹13,77,600 Lowest |
| 4.00 | Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1000 mm) i) Bridge No. 3/1 on NH-31 to Gapal Ata Satra Road. | 331.2 | Metre | 9,000 ₹29,80,800 | 7,000 ₹23,18,400 Lowest |
| 5.00 | Levelling course for Pile Cap i) Bridge No. 3/1 on NH-31 to Gapal Ata Satra Road. | 19.71 | Cum | 5,000 ₹98,560 Lowest | 5,000 ₹98,560 Lowest |
| 6.00 | Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification. RCC Grade M35 Using Batching Plant, Transit Mixer and Concrete Pump i) Bridge No. 3/1 on NH-31 to Gapal Ata Satra Road. | 301.95 | Cum | 22,000 ₹66,42,900 Lowest | 22,000 ₹66,42,900 Lowest |
| 7.00 | Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications. TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) i) Bridge No. 3/1 on NH-31 to Gapal Ata Satra Road. | 88.05 | tonne | 75,000 ₹66,03,750 | 70,000 ₹61,63,500 Lowest |
| 8.00 | Pile load test on single vertical pile in accordance with IS:2911(Part-IV). a). Initial and Routine load test. i) Bridge No. 3/1 on NH-31 to Gapal Ata Satra Road. | 534.5 | tonne | 500 ₹2,67,250 Lowest | 500 ₹2,67,250 Lowest |
| 9.00 | Pile load test on single vertical pile in accordance with IS:2911(Part-IV). b) Lateral load test i) Bridge No. 3/1 on NH-31 to Gapal Ata Satra Road. | 50 | tonne | 500 ₹25,000 Lowest | 500 ₹25,000 Lowest |
| 10.00 | Integrity testing of pile using pile driving analyser or equivalent as approved by Engineer in charge and detailed in specification. Test to be carried out by approved reputed agency. Item to be include all incidental work to execute the job. i) Bridge No. 3/1 on NH-31 to Gapal Ata Satra Road. | 8 | Each / Test | 50,000 ₹4,00,000 Lowest | 50,000 ₹4,00,000 Lowest |
Tender Value
₹3.5 Cr
EMD Value
₹7.1 L
Closing Date
24 Dec 2025, 2:00 pmClosed
Chief Engineer (EAP), PWRD, Fatasil Ambari
O/o The Chief Engineer (EAP), PWRD, Fatasil Ambari, Guwahati-781025, Assam
CE/EAP/ARRBP/OCB/Bridge1/Barpeta/30 Construction of Bridge in Barpeta/30 district Bridge No. 3/1 on NH31 to Gapal Ata Satra Road.
2025_PWRDW_48965_16
EAP/ARRBP/02/TENDERS/2024/57
Open Tender
Civil Works - Bridges
Item Rate
720 days
Barpeta District
Please refer Tender documents.
7 documents required · 7 mandatory
₹7,100
₹7.1 L
Yes
O/o The Chief Engineer (EAP), PWRD, Fatasil Ambari
22 Jun 2026
5 Dec 2025
24 Dec 2025
5 Dec 2025
24 Dec 2025
5 Dec 2025
5 Dec 2025 - 10 Dec 2025
10 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of temporary Bamboo bridge of 3.70m clear road waywith Bholuka or Barua Bamboo post 5nos. in each rows driven at least180cm. below ground level and rows not more than 150cm apart from center to center Bholuka or Barua Bamboo dham longitudinal groth both closely placed and tied with half bamboo 90cm to 120cm apart in both layers and ttwo layers of jati bamboo chattais ( top layer should bedigonally woven), 70 mm to 100 mm thick brushwood in between chattias should be tied with half jati bamboo on both ends, bamboo railing with bholuka or barua bamboo post placed at150cm apart jati or betua bamboo hand rails of two lines both side of every alternate rows.All tying must be done with cane or coir string and only mature bamboo should be used in work i) Bridge No. 3/1 on NH-31 to Gapal Ata Satra Road. | - | Meter | 100 | - |
| 2 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. B . Mechanical Means, (I) Without dewatering (i) Depth upto 3 m i) Bridge No. 3/1 on NH-31 to Gapal Ata Satra Road. | 0.8 | Cum | 100 | ₹79.9 |
| 3 | Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200 mm) i) Bridge No. 3/1 on NH-31 to Gapal Ata Satra Road. | - | Metre | 10 | - |
| 4 | Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1000 mm) i) Bridge No. 3/1 on NH-31 to Gapal Ata Satra Road. | 1 | Metre | 10 | ₹9.99 |
| 5 | Levelling course for Pile Cap i) Bridge No. 3/1 on NH-31 to Gapal Ata Satra Road. | 1 | Cum | 10 | ₹9.99 |
| 6 | Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification. RCC Grade M35 Using Batching Plant, Transit Mixer and Concrete Pump i) Bridge No. 3/1 on NH-31 to Gapal Ata Satra Road. | 1 | Cum | 10 | ₹9.99 |
| 7 | Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications. TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) i) Bridge No. 3/1 on NH-31 to Gapal Ata Satra Road. | 1 | tonne | 10 | ₹9.99 |
| 8 | Pile load test on single vertical pile in accordance with IS:2911(Part-IV). a). Initial and Routine load test. i) Bridge No. 3/1 on NH-31 to Gapal Ata Satra Road. | - | tonne | 10 | - |
| 9 | Pile load test on single vertical pile in accordance with IS:2911(Part-IV). b) Lateral load test i) Bridge No. 3/1 on NH-31 to Gapal Ata Satra Road. | - | tonne | 10 | - |
| 10 | Integrity testing of pile using pile driving analyser or equivalent as approved by Engineer in charge and detailed in specification. Test to be carried out by approved reputed agency. Item to be include all incidental work to execute the job. i) Bridge No. 3/1 on NH-31 to Gapal Ata Satra Road. | - | Each / Test | - | - |
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