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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical TINGRARI CHARILAI DIBRUGARH | DIBRUGARH | ASSAM | 785675 | Accepted-Technical As per Technical Evaluation Sheet |
| 2 | Accepted-Technical KHALIHAMARI HOUSE NO NIL CITY TOWN DIBRUGARH P O KADOMONI P S DIBRUGARH DIST DIBRUGARH PIN 786001 ASSAM | DIBRUGARH | ASSAM | 786001 | Accepted-Technical As per Technical Evaluation Sheet |
| 3 | Accepted-Technical NO 1 HOLOGURI CITY TOWN MORAN P O MOUDUMONI P S MORANHAT DIST CHARAIDEO PIN 785673 | CHARAIDEO | ASSAM | 785673 | Accepted-Technical As per Technical Evaluation Sheet |
| 4 | Accepted-Technical WARD NO 9 BAZAR PATTY NORTH LAKHIMPUR ASSAM | Accepted-Technical As per Technical Evaluation Sheet |
| 5 | Accepted-Technical | Accepted-Technical As per Technical Evaluation Sheet |
Tender Value
₹1.9 Cr
EMD Value
₹3.8 L
Closing Date
4 May 2026, 2:00 pmClosed
CE PWD (Border Roads) Assam Chandmari Ghy 3
O/o The CE PWD (Border Roads) Assam Chandmari Ghy
Construction of RCC Bridge No. 3/2 on Fekela Bongali Gaon to No. -3 Chapatali in Dibrugarh district under CRIF (SETU BANDHAN) for the Year 2025-26
2026_PWD_52185_1
CE/BR/4/2026/6
Open Tender
Civil Works – Roads
Item Rate
548 days
Dibrugarh
Please refer Tender documents.
4 documents required · 4 mandatory
₹3,830
₹3.8 L
Yes
O/o The CE PWD (Border Roads) Assam Chandmari Ghy
26 May 2026
8 Apr 2026
5 May 2026
8 Apr 2026
4 May 2026
8 Apr 2026
8 Apr 2026 - 22 Apr 2026
23 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. I. Ordinary soil A. Manual means (ii) 3m to 6m depth | 0.26 | Cum | - | - |
| 2 | 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) | - | m | - | - |
| 3 | Pile load test on single vertical pile in accordance with IS:2911(Part-IV). i) Initial and routine load test | - | tonne | - | - |
| 4 | Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification of MORTH Section 1100,1500&1700 B. RCC Grade M25 ( Using Concrete Mixer) | - | Cum | - | - |
| 5 | Levelling course for Pile cap | 1 | Cum | - | - |
| 6 | Reinforcement in Foundation: Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and technical specifications (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 | - | tonne | - | - |
| 7 | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork a) Height up to 5.0m Case I Using concrete Mixer | - | Cum | - | - |
| 8 | Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications
(i) 'TMT CRS ( Fe-500)reinforcement bar | 1 | tonne | - | - |
| 9 | Backfill behind abutment, wing wall and return wall complete as per drawings and technical specification B. Sandy material | 0.4 | Cum | - | - |
| 10 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications | - | cu.cm | - | - |
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