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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAccepted-Finance | ₹1.9 Cr | L1 | Accepted-Finance Accepted as L1 |
| 2 | L2₹1.9 CrAccepted-Finance | ₹1.9 Cr | L2 | Accepted-Finance Rejected |
| 3 | L3₹2.0 CrAccepted-Finance DIGBOI CITY TOWN DIGBOI P O DIGBOI P S DIGBOI DIST TINSUKIA PIN 786171 | DIGBOI | TINSUKIA | ASSAM | 786171 | ₹2.0 Cr | L3 | Accepted-Finance Rejected |
| 4 | L4₹2.0 CrAccepted-Finance MATIPUNG ROAD CITY TOWN DIPHU P O P S DIPHU DIST KARBI ANGLONG | KARBI ANGLONG | ASSAM | 782436 | ₹2.0 Cr | L4 | Accepted-Finance Rejected |
| 5 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| Sl No | Description | Qty | Unit | Smti Monumaya Devi L4 | Dulal Dutta L3 | M/S Subhash Mitra L2 | Rudra Saikia L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation for foundation of structures as per drawings and technical specifications , including setting out, construction of shoring and bracing, including dewatering and using machinery, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. I) In Ordinary Soil B. Mechanical means. ii) Depth up to 3.00 m (with dewatering) | 233.55 | Cum | 150 ₹35,032.50 | 84.25 ₹19,676.59 | 80.23 ₹18,737.72 | 78.63 ₹18,362.96 |
| 2.00 | Earthwork in excavation for foundation of structures as per drawings and technical specifications , including setting out, construction of shoring and bracing, including dewatering and using machinery, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. I) In Ordinary Soil B. Mechanical means. ii) 3.00m to 6.00 m depth (without dewatering) | 94.51 | Cum | 150 ₹14,176.50 | 97.29 ₹9,194.88 | 92.66 ₹8,757.30 | 90.81 ₹8,582.15 |
| 3.00 | Bored cast-in-situ M 35 grade RCC pile excluding reinforcement complete as per drawing and Technical Specifications and removal of excavated earth with all lead and lift up to 1000 m. Pile diameter = 1000 mm | 240 | Metre | 12,500 ₹30 L | 12,070.27 ₹29.0 L | 11,495.49 ₹27.6 L | 11,265.58 ₹27.0 L |
| 4.00 | Pile load test on single vertical pile in accordance with I.S. 2911 (Part IV)as per technical specifications. a) Initial load test (Safe load = 120 t | 180 | MT | 400 ₹72,000 | 391.55 ₹70,479 | 372.9 ₹67,122 | 365.44 ₹65,779.56 |
| 5.00 | Pile load test on single vertical pile in accordance with I.S. 2911 (Part IV)as per technical specifications. b) Routine Load Test of = 2.5x120 t | 300 | MT | 400 ₹1.2 L | 391.55 ₹1.2 L | 372.9 ₹1.1 L | 365.44 ₹1.1 L |
| 6.00 | Pile integrity test of piles by using pile driving analyser or equivalent as approved by the E-IN-C and detail specification . Test to be carried out by an approved reputed agency including all incidental works. | 6 | each | 15,000 ₹90,000 | 2,467.92 ₹14,807.52 | 2,350.4 ₹14,102.40 | 2,303.39 ₹13,820.35 |
| 7.00 | Cement concrete for reinforcement concrete in pile cap complete as per drawing and technical specifications. D. RCC grade M - 35
i) Using concrete mixer | 109 | Cum | 9,500 ₹10.4 L | 8,057.52 ₹8.8 L | 7,673.83 ₹8.4 L | 7,520.35 ₹8.2 L |
| 8.00 | Levelling course for Pile cap Providing and lying of PCC M - 15 levelling course 100 mm thick below the pile cap. as per drawing and technical specifications. | 7.27 | Cum | 6,500 ₹47,235.50 | 6,112.85 ₹44,422.08 | 5,821.76 ₹42,306.73 | 5,705.32 ₹41,460.60 |
| 9.00 | Supplying, fitting and placing uncoated TMT Bar reinforcement in foundation complete as per drawing and Technical Specifications. (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) | 33.92 | MT | 80,000 ₹27.1 L | 67,326.76 ₹22.8 L | 64,120.72 ₹21.7 L | 62,838.31 ₹21.3 L |
| 10.00 | Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications. (N) Without plasticiser
H) a) RCC Grade M 35
a) Height up to 5.0 m
Case-I : Using Concrete Mixer | 88.75 | Cum | 9,500 ₹8.4 L | 8,522.63 ₹7.6 L | 8,116.79 ₹7.2 L | 7,954.45 ₹7.1 L |
Tender Value
₹1.9 Cr
EMD Value
₹3.8 L
Closing Date
29 Dec 2025, 2:00 pmClosed
CE (EAP) PWRD, Fatasil Ambari
O/o the CE (EAP) PWRD, Fatasil Ambari
Construction of Bridge in Tinsukia District i) Br. No. 1/1 on Baljan to Paharpur Road
2025_PWD_48876_1
ecf No.720769/3 CE/EAP/ARRBP/Tinsukia/18
Open Tender
Civil Works - Bridges
540 days
Tinsukia District
Please refer Tender documents
7 documents required · 7 mandatory
₹4,000
₹3.8 L
Yes
O/o the CE (EAP)PWRD, Fatasil Ambari
21 May 2026
27 Nov 2025
29 Dec 2025
27 Nov 2025
29 Dec 2025
27 Nov 2025
27 Nov 2025 - 5 Dec 2025
5 Dec 2025
Earthwork in excavation for foundation of structures as per drawings and technical specifications , including setting out, construction of shoring and bracing, including dewatering and using machinery, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. I) In Ordinary Soil B. Mechanical means. ii) Depth up to 3.00 m (with dewatering)
Earthwork in excavation for foundation of structures as per drawings and technical specifications , including setting out, construction of shoring and bracing, including dewatering and using machinery, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. I) In Ordinary Soil B. Mechanical means. ii) 3.00m to 6.00 m depth (without dewatering)
Levelling course for Pile cap Providing and lying of PCC M - 15 levelling course 100 mm thick below the pile cap. as per drawing and technical specifications.
Supplying, fitting and placing uncoated TMT Bar reinforcement in foundation complete as per drawing and Technical Specifications. (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications.
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications. Stone/Boulder
Supplying, fitting and placing uncoated TMT Bar reinforcement in foundation complete as per drawing and Technical Specifications. (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
WBM Grading 2 Using stone screening Type-B 11.2 mm for Gr.II Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification . Manual means
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