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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-AOC S O SHRI MANIK CH NARZARY VILL GHOSHKATA P O BANARGAON P S DOTMA DIST KOKRAJHAR BTC ASSAM | DOTMA | KOKRAJHAR | ASSAM | ₹1.5 Cr | L1 | Accepted-AOC Awarded Contract Bidder |
| 2 | L2₹1.5 Cr+₹1.4 L (0.96%)Rejected-Finance | ₹1.5 Cr+₹1.4 L (0.96%) | L2 | Rejected-Finance Reject |
| 3 | L3₹1.5 Cr+₹5.5 L (3.71%)Rejected-Finance BHATARMARI CITY TOWN SIDLI P O SIDLI P S SIDLI DISTRICT CHIRANG PIN 783373 | KOKRAJHAR | ASSAM | 783373 | ₹1.5 Cr+₹5.5 L (3.71%) | L3 | Rejected-Finance Reject |
| 4 | Rejected-Technical VILL DOTMA P O P S DOTMA DIST KOKRAJHAR BTC ASSAM PIN 783347 | KOKRAJHAR | ASSAM | 783347 | - | - | Rejected-Technical Technically not Qualified |
| Sl No | Description | Qty | Unit | RAJU CHANDRA BASUMATARY L3 | Nabaraj Narzary L1 | Sanswrang Basumatary L2 |
|---|---|---|---|---|---|---|
| 1.00 | Labour for taking out old piles of timber bridge with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed. | 10 | each | 1,000 ₹10,000 Lowest | 1,757.81 ₹17,578.1 | 1,774.55 ₹17,745.5 |
| 2.00 | Labour for dismantling all members of the timber bridge (excluding piles) with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed (all members will be under custody of the contractor till taken over by the department) | 13 | Meter | 1,000 ₹13,000 Lowest | 1,407.9 ₹18,302.7 | 1,421.31 ₹18,477.03 |
| 3.00 | 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 | 20 | Meter | 4,000 ₹80,000 | 3,645 ₹72,900 Lowest | 3,681.56 ₹73,631.2 |
| 4.00 | 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 For Abutment (i) upto 3 m Depth | 310.46 | Cum | 250 ₹77,615.25 | 79.5 ₹24,681.65 Lowest | 80.25 ₹24,914.5 |
| 5.00 | 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) | 172.8 | Metre | 12,500 ₹21,60,000 Lowest | 15,878.93 ₹27,43,879.1 | 16,030.16 ₹27,70,011.65 |
| 6.00 | Levelling course for Pile Cap | 9.43 | Cum | 6,500 ₹61,321 | 6,112.85 ₹57,668.63 Lowest | 6,171.07 ₹58,217.87 |
| 7.00 | 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 | 159.73 | Cum | 11,500 ₹18,36,918 | 7,867.68 ₹12,56,720.26 Lowest | 7,942.61 ₹12,68,688.98 |
| 8.00 | 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) | 28.59 | tonne | 85,000 ₹24,30,320 | 67,326.76 ₹19,25,006.72 Lowest | 67,967.96 ₹19,43,339.91 |
| 9.00 | Pile load test on single vertical pile in accordance with IS:2911(Part-IV). a) Initial and Routine load test. | 295 | tonne | 450 ₹1,32,750 | 391.55 ₹1,15,507.25 Lowest | 395.27 ₹1,16,604.65 |
| 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. | 4 | Each / Test | 1,500 ₹6,000 Lowest | 2,467.92 ₹9,871.68 | 2,491.42 ₹9,965.68 |
Tender Value
₹1.4 Cr
EMD Value
₹2.8 L
Closing Date
17 Feb 2026, 2:00 pmClosed
Chief Engineer (EAP), PWRD, Fatasil Ambari, Assam
O/o Chief Engineer (EAP), PWRD, Fatasil Ambari, Guwahati-781025, Assam
CE/EAP/ARRBP/OCB/Bridge 1/Kokrajhar/18 R.C.C Br No 1by2 Majulibari_shyamthaibari road
2026_PWRDW_50657_5
EAP/ARRBP/02/TENDERS/2024/60
Open Tender
Civil Works - Bridges
Item Rate
540 days
Kokrajhar district
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,900
₹2.8 L
Yes
O/o Chief Engineer (EAP), PWRD, Fatasil Ambari
2 Jul 2026
3 Feb 2026
17 Feb 2026
3 Feb 2026
17 Feb 2026
3 Feb 2026
3 Feb 2026 - 10 Feb 2026
10 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Labour for taking out old piles of timber bridge with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed. | - | each | 100 | - |
| 2 | Labour for dismantling all members of the timber bridge (excluding piles) with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed (all members will be under custody of the contractor till taken over by the department) | - | Meter | 100 | - |
| 3 | 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 | - | Meter | 10 | - |
| 4 | 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 For Abutment (i) upto 3 m Depth | 0.4 | Cum | 10 | ₹4 |
| 5 | 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) | - | Metre | 10 | - |
| 6 | Levelling course for Pile Cap | 1 | Cum | 10 | ₹9.99 |
| 7 | 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 | 0.8 | Cum | 10 | ₹7.99 |
| 8 | 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) | 1 | tonne | 10 | ₹9.99 |
| 9 | Pile load test on single vertical pile in accordance with IS:2911(Part-IV). a) Initial and Routine load test. | - | 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. | - | Each / Test | - | - |
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Tendernotice_1.pdf
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Technical_Specification.pdf
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LOT.pdf
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LOF.pdf
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