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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAccepted-AOC ASSAM AS | KOKRAJHAR | ASSAM | 783331 | ₹2.6 Cr | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹2.6 CrRejected-AOC | ₹2.6 Cr | L2 | Rejected-AOC L2 bidder |
| Sl No | Description | Qty | Unit | Dhruba Jyoti Saikia L1 | BINIT KUMAR AGARWALLA L2 |
|---|---|---|---|---|---|
| 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) | 138.73 | Cum | 100 ₹13,872.70 | 84.64 ₹11,741.85 |
| 2.00 | 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 = 1200 mm | 240 | Metre | 11,200 ₹26.9 L | 15,954.54 ₹38.3 L |
| 3.00 | 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 = 160 t | 240 | MT | 350 ₹84,000 | 393.41 ₹94,418.40 |
| 4.00 | Pile load test on single vertical pile in accordance with I.S. 2911 (Part IV)as per technical specifications. b) Routine Load Test of 2x160x2.50 2 Nos. test for piles upto 50 Nos. | 400 | MT | 350 ₹1.4 L | 393.41 ₹1.6 L |
| 5.00 | 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. | 8 | each | 5,000 ₹40,000 | 2,479.67 ₹19,837.36 |
| 6.00 | Cement concrete for reinforcement concrete in pile cap complete as per drawing and technical specifications. D. RCC grade M - 35
i) Using concrete mixer | 155.14 | Cum | 9,500 ₹14.7 L | 8,095.89 ₹12.6 L |
| 7.00 | 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. | 9.17 | Cum | 6,000 ₹55,014 | 6,141.96 ₹56,315.63 |
| 8.00 | 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) | 61.76 | MT | 78,500 ₹48.5 L | 67,647.36 ₹41.8 L |
| 9.00 | 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 | 66.41 | Cum | 10,500 ₹7.0 L | 8,563.21 ₹5.7 L |
| 10.00 | Supplying, fitting and placing TMT bars reinforcement in substructure complete as per drawing and Technical Specifications. b) (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) | 13.78 | MT | 80,000 ₹11.0 L | 67,809.49 ₹9.3 L |
Tender Value
₹2.5 Cr
EMD Value
₹4.9 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 Lakhimpur District i) Br. No. 1/1 over Kakoi river on Kadam Kangkan Tiniali to Gajihola missing gaon road
2025_PWD_48883_1
ecf No.720769/3 CE/EAP/ARRBP/Lakhimpur/29
Open Tender
Civil Works - Bridges
720 days
Lakhimpur District
Please refer Tender documents
7 documents required · 7 mandatory
₹5,000
₹4.9 L
Yes
O/o the CE (EAP)PWRD, Fatasil Ambari
17 Mar 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)
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 = 1200 mm
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification (a) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2
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.
Supplying, fitting and placing TMT bars reinforcement in substructure complete as per drawing and Technical Specifications b) (i) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
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