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Tender Value
₹15.7 Cr
EMD Value
₹31.3 L
Closing Date
4 Aug 2026, 2:00 pm
The Chief Engineer,EAP,PWRD
O/O The Chief Engineer,EAP,Fatashil Ambari,Guwahat
Construction of Bridge in Hailakandi District Br No 39/1 on Silchar Hailakandi Road Matijuri bridge
2026_PWRDW_53156_1
CE/EAP/ARRBP/BR/Z4/2025/T12
Open Tender
Civil Works - Bridges
Item Rate
720 days
Matijuri
Please refer Tender documents.
8 documents required · 8 mandatory
₹20,000
₹31.3 L
Yes
O/O The Chief Engineer,EAP,Fatashil Ambari,Guwahat
21 Jul 2026
21 Jul 2026
4 Aug 2026
21 Jul 2026
4 Aug 2026
21 Jul 2026
21 Jul 2026 - 4 Aug 2026
27 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. Well.
B. Assuming depth of water 4.0 m and height of island 4.5 m.
Br. No. 39/1 on Silchar Hailakandi Road (Matijuri bridge) (span 4 x40m) | - | NOS | 100 | - |
| 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
(i) Depth 3m to 6m
Br. No. 39/1 on Silchar Hailakandi Road (Matijuri bridge) (span 4 x40m) | 0.6 | CUM | 100 | ₹60 |
| 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. 39/1 on Silchar Hailakandi Road (Matijuri bridge) (span 4 x40m) | - | CUM | 10 | - |
| 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. 39/1 on Silchar Hailakandi Road (Matijuri bridge) (span 4 x40m) | - | CUM | 10 | - |
| 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. 39/1 on Silchar Hailakandi Road (Matijuri bridge) (span 4 x40m) | 0.4 | CUM | 10 | ₹3.99 |
| 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. 39/1 on Silchar Hailakandi Road (Matijuri bridge) (span 4 x40m) | - | CUM | 10 | - |
| 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. 39/1 on Silchar Hailakandi Road (Matijuri bridge) (span 4 x40m) | 1 | CUM | 10 | ₹9.99 |
| 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/RINL) (Well curb, Well steining, Well cap)
Br. No. 39/1 on Silchar Hailakandi Road (Matijuri bridge) (span 4 x40m) | 1 | MT | 10 | ₹9.99 |
| 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. 39/1 on Silchar Hailakandi Road (Matijuri bridge) (span 4 x40m) | - | Metre | 10 | - |
| 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. 39/1 on Silchar Hailakandi Road (Matijuri bridge) (span 4 x40m) | - | Metre | - | - |
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details.html
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Tendernotice_1.pdf
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LeOF.pdf
Additional Documents • 0.19 MB
LOT.pdf
Additional Documents • 0.16 MB
ESMPVOLVII_26.pdf
Additional Documents • 4.59 MB
DRAWINGVOLV_26.pdf
Additional Documents • 36.57 MB
AnnexureX.pdf
Additional Documents • 0.64 MB
Technical_Specification.pdf
Additional Documents • 2.26 MB
BOQ_83744.xls
BOQ • 0.29 MB
SBD_Matijuri.pdf
Tender Documents • 2.70 MB
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