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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.6 CrRejected-Finance 651 WARD NO 12 ABDUL GONI ROAD R P ROAD HAILAKANDI ASSAM 789155 | HAILAKANDI | HAILAKANDI | ASSAM | 789155 | ₹17.6 Cr | L1 | Rejected-Finance BACEC recommends cancellation of the bids receieved and rebid of the package.The Quoted Bid price after negotiation of L1 bidder Raju choudhury is 10 percent above the NIT value |
| 2 | L2₹18.3 Cr+₹78.5 L (4.47%)Rejected-Finance | ₹18.3 Cr+₹78.5 L (4.47%) | L2 | Rejected-Finance Rejected as L2 |
| Sl No | Description | Qty | Unit | Raju Choudhury L1 | M/S SOBNAM TRADERS L2 |
|---|---|---|---|---|---|
| 1.00 | 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) | 3 | NOS | 7,81,323 ₹23,43,969 | 5,00,000 ₹15,00,000 Lowest |
| 2.00 | 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) | 998.11 | CUM | 93 ₹92,824.14 Lowest | 150 ₹1,49,716.35 |
| 3.00 | 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) | 170.19 | CUM | 9,000 ₹15,31,665 Lowest | 11,000 ₹18,72,035 |
| 4.00 | 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) | 4,714.02 | CUM | 9,000 ₹4,24,26,180 Lowest | 9,500 ₹4,47,83,190 |
| 5.00 | 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) | 490.54 | CUM | 8,000 ₹39,24,328 Lowest | 9,000 ₹44,14,869 |
| 6.00 | 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) | 23.95 | CUM | 8,000 ₹1,91,592 Lowest | 9,000 ₹2,15,541 |
| 7.00 | 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) | 345.7 | CUM | 8,500 ₹29,38,450 Lowest | 9,000 ₹31,11,300 |
| 8.00 | 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. No. 39/1 on Silchar Hailakandi Road (Matijuri bridge) (span 4 x40m) | 721.13 | MT | 86,286.37 ₹6,22,23,690 | 85,000 ₹6,12,96,050 Lowest |
| 9.00 | 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) | 9 | Metre | 5,000 ₹45,000 Lowest | 6,000 ₹54,000 |
| 10.00 | 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) | 21 | Metre | 7,000 ₹1,47,000 Lowest | 8,000 ₹1,68,000 |
Tender Value
₹15.7 Cr
EMD Value
₹31.3 L
Closing Date
23 Mar 2026, 2:00 pmClosed
Chief Engineer EAP PWRD
O/O The Chief Engineer (EAP) PWRD Fatashil Ambari Guwahati 781025
Hailakandi 10/Construction of Bridge in Hailakandi District Br No.39/1 on Silchar Hailakandi Road (Matijuri bridge)
2026_PWRDW_51460_4
CE/EAP/ARRBP/BR/Z4/2025/T05
Open Tender
Civil Works - Bridges
Item Rate
900 days
Hailakandi District
Please refer Tender Documents
7 documents required · 7 mandatory
₹20,000
₹31.3 L
Yes
O/O The Chief Engineer (EAP),PWRD
13 May 2026
24 Feb 2026
23 Mar 2026
24 Feb 2026
23 Mar 2026
24 Feb 2026
24 Feb 2026 - 6 Mar 2026
6 Mar 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 or equivalent) (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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