Loading
Loading…
Loading…
Tender Value
₹5.8 Cr
EMD Value
₹11.7 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
Construction of Bridge in Dima Hasao District Br No. 10/1 on PGHJ Road to Rawaidisa Village via Amlangbra Village
2026_PWRDW_53104_3
CE/EAP/ARRBP/BR/Z4/2025/T11
Open Tender
Civil Works - Bridges
Item Rate
720 days
Dima Hasao District
Please refer tender documents
7 documents required · 7 mandatory
₹10,000
₹11.7 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 | Providing and constructing temporary island for construction of pile foundation with depth of water upto 4.0m complete as per technical specification
Br. No. 10/1 PGHJ Road to Rawaidisa Village via Amlangbra village. (Span 2 x 40) | - | NOS | - | - | - |
| 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
(iii) Depth above 6 m
Br. No. 10/1 PGHJ Road to Rawaidisa Village via Amlangbra village. (Span 2 x 40) | 0.8 | CUM | - | - | - |
| 3 | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering
formwork.
A.Well curb,
RCC Grade M35
Case II Using Batching Plant, Transit Mixer and Crane/concrete pump cum
Br. No. 10/1 PGHJ Road to Rawaidisa Village via Amlangbra village. (Span 2 x 40) | 0.2 | CUM | - | - | - |
| 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. No. 10/1 PGHJ Road to Rawaidisa Village via Amlangbra village. (Span 2 x 40) | 0.4 | CUM | - | - | - |
| 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. No. 10/1 PGHJ Road to Rawaidisa Village via Amlangbra village. (Span 2 x 40) | 1 | CUM | - | - | - |
| 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. No. 10/1 PGHJ Road to Rawaidisa Village via Amlangbra village. (Span 2 x 40) | - | CUM | - | - | - |
| 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. No. 10/1 PGHJ Road to Rawaidisa Village via Amlangbra village. (Span 2 x 40) | 0.8 | CUM | - | - | - |
| 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 / RNIL) (Well curb, Well steining, Well cap)
Br. No. 10/1 PGHJ Road to Rawaidisa Village via Amlangbra village. (Span 2 x 40) | 1 | MT | - | - | - |
| 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. No. 10/1 PGHJ Road to Rawaidisa Village via Amlangbra village. (Span 2 x 40) | - | Metre | - | - | - |
| 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. No. 10/1 PGHJ Road to Rawaidisa Village via Amlangbra village. (Span 2 x 40) | - | Metre | - | - | - |
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.73 MB
LOT.pdf
Additional Documents • 0.11 MB
ESMP.pdf
Additional Documents • 2.18 MB
DrawingsRawaidisa.pdf
Additional Documents • 8.13 MB
LOF.pdf
Additional Documents • 0.08 MB
AnnexureX.pdf
Additional Documents • 0.17 MB
Technical_Specification.pdf
Additional Documents • 2.26 MB
BOQ_83685.xls
BOQ • 0.30 MB
dimaHasao12_final.pdf
Tender Documents • 2.56 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at [email protected].