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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance REBA AGARWALLA PATH HOUSE NO 981 DIBRUGARH DIBRUGARH ASSAM 786001 | DIBRUGARH | ASSAM | 786001 | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 CrAdmitted-Finance KHALIHAMARI HOUSE NO NIL CITY TOWN DIBRUGARH P O KADOMONI P S DIBRUGARH DIST DIBRUGARH PIN 786001 ASSAM | DIBRUGARH | ASSAM | 786001 | ₹1.2 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| Sl No | Description | Qty | Unit | MS MANAB JYOTI GOGOI AND CO. L2 | KUSHAL HAZARIKA 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) | 149.85 | Cum | 71 ₹10,639.35 | 71 ₹10,639.35 |
| 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) | 60.64 | Cum | 122 ₹7,397.96 | 122 ₹7,397.96 |
| 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 | 120 | Metre | 14,240 ₹17.1 L | 14,240 ₹17.1 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 | 345 ₹62,100 | 345 ₹62,100 |
| 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 | 345 ₹1.0 L | 345 ₹1.0 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 | 2,040 ₹12,240 | 2,040 ₹12,240 |
| 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 | 69.02 | Cum | 7,086 ₹4.9 L | 7,086 ₹4.9 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. | 4.6 | Cum | 2,040 ₹9,386.04 | 2,040 ₹9,386.04 |
| 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) | 18.07 | MT | 86,700 ₹15.7 L | 86,700 ₹15.7 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 | 55.25 | Cum | 15,300 ₹8.5 L | 15,300 ₹8.5 L |
Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
30 Dec 2025, 2:00 pmClosed
CE (EAP) PWRD, Fatasil Ambari
O/o the CE(EAP) PWRD, Fatasil Ambari
Construction of Bridge in Dibrugarh District i) Br. No. 6/2 on Romai Road
2025_PWRDW_49121_15
EAP/ARRBP eCF No 720769/7
Open Tender
Civil Works - Bridges
540 days
Dibrugarh District
Please refer tender document
7 documents required · 7 mandatory
₹2,000
₹2.2 L
Yes
O/o the CE (EAP)PWRD, Fatasil Ambari
27 Feb 2026
10 Dec 2025
30 Dec 2025
10 Dec 2025
30 Dec 2025
10 Dec 2025
10 Dec 2025 - 17 Dec 2025
17 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)
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
Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications. E. RCC Grade M-40, For T beam and slab 1) Height up to 5.0 m
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification.
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