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Tender Value
₹5.1 Cr
EMD Value
₹10.2 L
Closing Date
29 Jun 2026, 2:00 pm
CE (EAP) PWRD, Fatasil Ambari
O/o the Chief Engineer (EAP), PWRD,Fatashil Ambari,Guwahati 25
Dima Hasao/20 Construction of Bridge in Dima Hasao district Br. on Gunjung to Boro Disao Road
2026_PWRDW_52710_4
CE/EAP/ARRBP/BR/Z4/2025/T10
Open Tender
Civil Works - Bridges
900 days
Dima Hasao District
Please refer tender documents
7 documents required · 7 mandatory
₹10,000
₹10.2 L
Yes
O/o the Chief Engineer (EAP), PWRD
11 Jun 2026
11 Jun 2026
29 Jun 2026
11 Jun 2026
29 Jun 2026
11 Jun 2026
11 Jun 2026 - 17 Jun 2026
17 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code | GST % |
|---|---|---|---|---|---|---|---|
| 1 | Providing and constructing temporary island for construction of pile foundation with depth of water upto 4.0m complete as per technical specification
Br. on Gunjung to Boro Disao Road Span (2 x 35) | - | NOS | - | - | 1 | - |
| 2 | 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
(II) With dewatering
(ii) Depth 3 m to 6m
Br. on Gunjung to Boro Disao Road Span (2 x 35) | 0.6 | CUM | - | - | 2 | - |
| 3 | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shutteringformwork. A.Well curb,
RCC Grade M35
Case II Using Batching Plant, Transit Mixer and Crane/ concrete pump cum
Br. on Gunjung to Boro Disao Road Span (2 x 35) | 0.6 | CUM | - | - | 3 | - |
| 4 | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork.
B.Well steining ,
RCC M35 Grade
Case II With Batching Plant, Transit Mixer and Concrete Pump cum
Br. on Gunjung to Boro Disao Road Span (2 x 35) | 1 | CUM | - | - | 4 | - |
| 5 | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. C.Bottom Plug,
PCC Grade M25
Case II Using Batching Plant, Transit Mixer and Crane/concrete pump cum
Br. on Gunjung to Boro Disao Road Span (2 x 35) | 0.4 | CUM | - | - | 5 | - |
| 6 | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. E. Top Plug ,
PCC Grade M25
Case II Using Batching Plant, Transit Mixer and Crane/concrete pump cum
Br. on Gunjung to Boro Disao Road Span (2 x 35)) | - | CUM | - | - | 6 | - |
| 7 | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. F. Well Cap
RCC Grade M35
Case II Using Batching Plant, Transit Mixer and Crane/ concrete pump cum
Br. on Gunjung to Boro Disao Road Span (2 x 35)) | 0.8 | CUM | - | - | 7 | - |
| 8 | 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) (Well curb, Well steining, Well cap)
Br. on Gunjung to Boro Disao Road Span (2 x 35)) | 1 | MT | - | - | 8 | - |
| 9 | Sinking of 6 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewedfrom bed level.
A. Sandy soil
I. Depth below bed level upto 3.0 M
Br. on Gunjung to Boro Disao Road Span (2 x 35)) | - | M | - | - | 9 | - |
| 10 | Sinking of 6 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewedfrom bed level.
A. Sandy soil
II. Beyond 3m upto 10m depth
Br. on Gunjung to Boro Disao Road Span (2 x 35)) | - | M | - | - | 10 | - |
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details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.28 MB
SBD_Gunjung-f.pdf
Tender Documents • 2.45 MB
BOQ_83204.xls
BOQ • 0.30 MB
Technical_Specification.pdf
Additional Documents • 2.26 MB
LOT.pdf
Additional Documents • 0.36 MB
LOF.pdf
Additional Documents • 0.33 MB
Annexure.pdf
Additional Documents • 0.36 MB
Drawings_Gunjung.pdf
Additional Documents • 15.19 MB
ESMP.pdf
Additional Documents • 1.67 MB
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