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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 CrAccepted-AOC | ₹3.8 Cr | L1 | Accepted-AOC WORK ORDER AWARDED |
| Sl No | Description | Qty | Unit | SRI MONA KEMPRAI 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. 4/1 on Daotuhaja Village Approach Road (Span 3 x 20) | 2 | NOS | 56,500.87 ₹1,13,001.74 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 above 6m
Br. No. 4/1 on Daotuhaja Village Approach Road (Span 3 x 20) | 1,995.21 | CUM | 90 ₹1,79,569.35 Lowest |
| 3.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
A With crushed Stone
ii. PCC Grade M 15
Nominal mix (1:2.5:5)
Br. No. 4/1 on Daotuhaja Village Approach Road (Span 3 x 20) | 28.72 | CUM | 6,500 ₹1,86,660.5 Lowest |
| 4.00 | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.
I. Without plasticiser
H. RCC Grade M35
(ii) Using Batching Plant, Transit Mixer and Concrete Pump
Br. No. 4/1 on Daotuhaja Village Approach Road (Span 3 x 20) | 646.04 | CUM | 7,000 ₹45,22,315 Lowest |
| 5.00 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202
Abutment Foundation
Br. No. 4/1 on Daotuhaja Village Approach Road (Span 3 x 20) | 108.33 | MT | 80,000 ₹86,66,640 Lowest |
| 6.00 | Plain/Reinforced cement concrete in sub structure complete as per drawing and technical specification and steel shuttering formwork
(N) Without plasticiser
H. RCC Grade M35
b. Height 5m to 10m
Case II. With Batching Plant, Transit Mixer and Concrete Pump
Br. No. 4/1 on Daotuhaja Village Approach Road (Span 3 x 20) | 205.2 | CUM | 7,000 ₹14,36,400 Lowest |
| 7.00 | Plain/Reinforced cement concrete,(U return wall) in complete as per drawing and technical specification and steel shuttering formwork
(N) Without plasticiser
F. RCC Grade M25
b. Height 5m to 10m
Case II. Using Batching Plant, Transit Mixer and Concrete Pump
Br. No. 4/1 on Daotuhaja Village Approach Road (Span 3 x 20) | 69.35 | CUM | 7,000 ₹4,85,464 Lowest |
| 8.00 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.
(N) Without Plasticiser
E PSC Grade M40
Case ii. Using Batching Plant, Transit Mixer and Concrete Pump
(i) For Solid slab super structure
b. Height 5m to 10m
Br. No. 4/1 on Daotuhaja Village Approach Road (Span 3 x 20) | 8.38 | CUM | 9,500 ₹79,648 Lowest |
| 9.00 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Abutment , Abutment Cap,Dirt walls, Pier, Pier cap, Pedestals, Sesmic arrestor, Riding return walls, U return wall / Fly Return walls
Br. No. 4/1 on Daotuhaja Village Approach Road (Span 3 x 20) | 61.01 | MT | 80,000 ₹48,80,960 Lowest |
| 10.00 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification.
Br. No. 4/1 on Daotuhaja Village Approach Road (Span 3 x 20) | 112.51 | CUM | 1,800 ₹2,02,512.6 Lowest |
Tender Value
₹3.6 Cr
EMD Value
₹7.2 L
Closing Date
7 Mar 2026, 2:00 pmClosed
Chief Engineer EAP PWRD
Chief Engineer EAP PWRD Fatashil Ambari Guwahati 25
Dima Hasao 07/Construction of Bridge in Dima Hasao District i) Br No. 4/1 on Daotuhaja village Approach Road
2026_PWRDW_51391_8
CE/EAP/ARRBP/BR/Z4/2025/T04
Open Tender
Civil Works - Bridges
Item Rate
720 days
Dima Hasao District
Please refer Tender Documents
7 documents required · 7 mandatory
₹7,000
₹7.2 L
Yes
O/O The Chief Engineer (EAP),PWRD
18 Jul 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 | 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. 4/1 on Daotuhaja Village Approach Road (Span 3 x 20) | - | 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
(i) Depth above 6m
Br. No. 4/1 on Daotuhaja Village Approach Road (Span 3 x 20) | 1 | CUM | - | - | - |
| 3 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
A With crushed Stone
ii. PCC Grade M 15
Nominal mix (1:2.5:5)
Br. No. 4/1 on Daotuhaja Village Approach Road (Span 3 x 20) | 1 | CUM | - | - | - |
| 4 | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.
I. Without plasticiser
H. RCC Grade M35
(ii) Using Batching Plant, Transit Mixer and Concrete Pump
Br. No. 4/1 on Daotuhaja Village Approach Road (Span 3 x 20) | 1 | CUM | - | - | - |
| 5 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202
Abutment Foundation
Br. No. 4/1 on Daotuhaja Village Approach Road (Span 3 x 20) | 0.2 | MT | - | - | - |
| 6 | Plain/Reinforced cement concrete in sub structure complete as per drawing and technical specification and steel shuttering formwork
(N) Without plasticiser
H. RCC Grade M35
b. Height 5m to 10m
Case II. With Batching Plant, Transit Mixer and Concrete Pump
Br. No. 4/1 on Daotuhaja Village Approach Road (Span 3 x 20) | 1 | CUM | - | - | - |
| 7 | Plain/Reinforced cement concrete,(U return wall) in complete as per drawing and technical specification and steel shuttering formwork
(N) Without plasticiser
F. RCC Grade M25
b. Height 5m to 10m
Case II. Using Batching Plant, Transit Mixer and Concrete Pump
Br. No. 4/1 on Daotuhaja Village Approach Road (Span 3 x 20) | 0.8 | CUM | - | - | - |
| 8 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.
(N) Without Plasticiser
E PSC Grade M40
Case ii. Using Batching Plant, Transit Mixer and Concrete Pump
(i) For Solid slab super structure
b. Height 5m to 10m
Br. No. 4/1 on Daotuhaja Village Approach Road (Span 3 x 20) | - | CUM | - | - | - |
| 9 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Abutment , Abutment Cap,Dirt walls, Pier, Pier cap, Pedestals, Sesmic arrestor, Riding return walls, U return wall / Fly Return walls
Br. No. 4/1 on Daotuhaja Village Approach Road (Span 3 x 20) | - | MT | - | - | - |
| 10 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification.
Br. No. 4/1 on Daotuhaja Village Approach Road (Span 3 x 20) | 0.8 | CUM | - | - | - |
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Annexure.pdf
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Technical_Specification.pdf
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