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Tender Value
₹3.0 Cr
EMD Value
₹6.0 L
Closing Date
31 Jul 2026, 2:00 pm5d left
The Chief Engineer,EAP,PWRD
O/O The Chief Engineer,EAP,Fatashil Ambari,Guwahat-781025
Dima Hasao04/Construction of Bridge in Dima Hasao district Br.No 7/1 on PGHJ Road to Rawaidisa Village via Amlangbra village
2026_PWRDW_53104_1
CE/EAP/ARRBP/BR/Z4/2025/T11
Open Tender
Civil Works - Bridges
Item Rate
540 days
Dima Hasao District
Please refer tender documents
7 documents required · 7 mandatory
₹6,000
₹6.0 L
Yes
O/O The Chief Engineer,EAP,Fatashil Ambari,Guwahat
17 Jul 2026
17 Jul 2026
31 Jul 2026
17 Jul 2026
31 Jul 2026
17 Jul 2026
17 Jul 2026 - 23 Jul 2026
23 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | GST % |
|---|---|---|---|---|---|---|
| 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. (B) Mechanical Means
(II) With dewatering
(i) Depth upto 3 m
PGHJ Road to Rawaidisa Village via Amlangbra village. Span (1 x 35) | 0.2 | CUM | - | - | - |
| 2 | 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
PGHJ Road to Rawaidisa Village via Amlangbra village. Span (1 x 35) | 0.6 | CUM | - | - | - |
| 3 | 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
PGHJ Road to Rawaidisa Village via Amlangbra village. Span (1 x 35) | - | CUM | - | - | - |
| 4 | 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
PGHJ Road to Rawaidisa Village via Amlangbra village. Span (1 x 35) | 0.6 | CUM | - | - | - |
| 5 | 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
PGHJ Road to Rawaidisa Village via Amlangbra village. Span (1 x 35)) | - | CUM | - | - | - |
| 6 | 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
PGHJ Road to Rawaidisa Village via Amlangbra village. Span (1 x 35)) | 0.4 | CUM | - | - | - |
| 7 | 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 , RNIL) (Well curb, Well steining, Well cap)
PGHJ Road to Rawaidisa Village via Amlangbra village. Span (1 x 35)) | 1 | MT | - | - | - |
| 8 | 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
PGHJ Road to Rawaidisa Village via Amlangbra village. Span (1 x 35)) | - | M | - | - | - |
| 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
II. Beyond 3m upto 10m depth
PGHJ Road to Rawaidisa Village via Amlangbra village. Span (1 x 35)) | - | M | - | - | - |
| 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
III. Beyond 10m upto 20m
PGHJ Road to Rawaidisa Village via Amlangbra village. Span (1 x 35) | - | M | - | - | - |
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details.html
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Tendernotice_1.pdf
PDF • 0.73 MB
Technical_Specification.pdf
Additional Documents • 2.26 MB
LOT.pdf
Additional Documents • 0.11 MB
LOF.pdf
Additional Documents • 0.08 MB
AnnexureX.pdf
Additional Documents • 0.17 MB
Drawing_DimaHasao_04.pdf
Additional Documents • 14.50 MB
ESMP.pdf
Additional Documents • 1.54 MB
BOQ_83676.xls
BOQ • 0.28 MB
dima04Final.pdf
Tender Documents • 2.62 MB
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