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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.1 CrAccepted-AOC HAIBORGAON CITY TOWN NAGAON P O HAIBORGAON P S NAGAON PIN 782002 DISTRICT NAGAON ASSAM | NAGAON | ASSAM | 782002 | L1 | Accepted-AOC L1 Bidder Bid Quote reduced by contractor after negotiation |
| Sl No | Description | Qty | Unit | Rishabh Jain L1 |
|---|---|---|---|---|
| 1.00 | Providing and constructing temporary island for construction of pile foundation with depth of water upto 4.0m complete as per technical specification
Br. No. 2/1 Old NH-36 at Doboka SBI to Jamuna River via Doboka Town (Span 2 x 40) | 1 | NOS | 10,00,000 ₹10,00,000 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
(iii) Depth above 6 m
Br. No. 2/1 Old NH-36 at Doboka SBI to Jamuna River via Doboka Town (Span 2 x 40) | 379.32 | CUM | 95.03 ₹36,046.59 Lowest |
| 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. 2/1 Old NH-36 at Doboka SBI to Jamuna River via Doboka Town (Span 2 x 40) | 99.03 | CUM | 10,000 ₹9,90,310 Lowest |
| 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. 2/1 Old NH-36 at Doboka SBI to Jamuna River via Doboka Town (Span 2 x 40) | 1,927.56 | CUM | 8,500 ₹1,63,84,226 Lowest |
| 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. 2/1 Old NH-36 at Doboka SBI to Jamuna River via Doboka Town (Span 2 x 40) | 280.41 | CUM | 7,500 ₹21,03,097.5 Lowest |
| 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. 2/1 Old NH-36 at Doboka SBI to Jamuna River via Doboka Town (Span 2 x 40) | 12.53 | CUM | 8,500 ₹1,06,471 Lowest |
| 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. 2/1 Old NH-36 at Doboka SBI to Jamuna River via Doboka Town (Span 2 x 40) | 229.34 | CUM | 8,500 ₹19,49,390 Lowest |
| 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. 2/1 Old NH-36 at Doboka SBI to Jamuna River via Doboka Town (Span 2 x 40) | 259.45 | MT | 86,000 ₹2,23,12,700 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. 2/1 Old NH-36 at Doboka SBI to Jamuna River via Doboka Town (Span 2 x 40) | 9 | Metre | 27,000 ₹2,43,000 Lowest |
| 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. 2/1 Old NH-36 at Doboka SBI to Jamuna River via Doboka Town (Span 2 x 40) | 21 | Metre | 35,000 ₹7,35,000 Lowest |
Tender Value
₹7.0 Cr
EMD Value
₹13.9 L
Closing Date
7 Mar 2026, 2:00 pmClosed
Chief Engineer EAP PWRD
Chief Engineer EAP PWRD Fatashil Ambari Guwahati 25
Hojai07/Construction of Bridge in Hojai District Br.No.2/1 on Old NH-36 at Doboka SBI to Jamuna River via Doboka Town
2026_PWRDW_51391_11
CE/EAP/ARRBP/BR/Z4/2025/T04
Open Tender
Civil Works - Bridges
Item Rate
900 days
Hojai District
Please refer Tender Documents
7 documents required · 7 mandatory
₹10,000
₹13.9 L
Yes
O/O The Chief Engineer (EAP),PWRD
28 Sept 2026
21 Feb 2026
7 Mar 2026
21 Feb 2026
7 Mar 2026
21 Feb 2026
21 Feb 2026 - 27 Feb 2026
27 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 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. 2/1 Old NH-36 at Doboka SBI to Jamuna River via Doboka Town (Span 2 x 40) | 1 | NOS | 100 | ₹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
(iii) Depth above 6 m
Br. No. 2/1 Old NH-36 at Doboka SBI to Jamuna River via Doboka Town (Span 2 x 40) | 379.32 | CUM | 100 | ₹37,931.8 |
| 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. 2/1 Old NH-36 at Doboka SBI to Jamuna River via Doboka Town (Span 2 x 40) | 99.03 | CUM | 10 | ₹990.31 |
| 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. 2/1 Old NH-36 at Doboka SBI to Jamuna River via Doboka Town (Span 2 x 40) | 1,927.56 | CUM | 10 | ₹19,275.56 |
| 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. 2/1 Old NH-36 at Doboka SBI to Jamuna River via Doboka Town (Span 2 x 40) | 280.41 | CUM | 10 | ₹2,804.13 |
| 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. 2/1 Old NH-36 at Doboka SBI to Jamuna River via Doboka Town (Span 2 x 40) | 12.53 | CUM | 10 | ₹125.26 |
| 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. 2/1 Old NH-36 at Doboka SBI to Jamuna River via Doboka Town (Span 2 x 40) | 229.34 | CUM | 10 | ₹2,293.4 |
| 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. 2/1 Old NH-36 at Doboka SBI to Jamuna River via Doboka Town (Span 2 x 40) | 259.45 | MT | 10 | ₹2,594.5 |
| 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. 2/1 Old NH-36 at Doboka SBI to Jamuna River via Doboka Town (Span 2 x 40) | 9 | Metre | 10 | ₹90 |
| 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. 2/1 Old NH-36 at Doboka SBI to Jamuna River via Doboka Town (Span 2 x 40) | 21 | Metre | 10 | ₹210 |
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