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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAccepted-AOC D K ROAD WARD NO 7 NORTH LAKHIMPUR LAKHIMPUR ASSAM | NORTH LAKHIMPUR | LAKHIMPUR | ASSAM | ₹2.3 Cr | L1 | Accepted-AOC AWARDED |
| 2 | L2₹2.3 Cr+₹32.18 (<0.01%)Rejected-AOC D K ROAD WARD NO 7 NORTH LAKHIMPUR ASSAM | NORTH LAKHIMPUR | LAKHIMPUR | ASSAM | ₹2.3 Cr+₹32.18 (<0.01%) | L2 | Rejected-AOC Not Qualified for AOC |
| Sl No | Description | Qty | Unit | RAM SAGAR PRASAD L2 | LALBABU MAHATO L1 |
|---|---|---|---|---|---|
| 1.00 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5. (i) Private land | 3,218.9 | cum | 278.86 ₹8,97,622.45 | 278.85 ₹8,97,590.27 Lowest |
| 2.00 | Haulage of materials by tipper excluding cost of loading, unloading and stacking.
Case-II: Unsurfaced gravel road (For 3 km lead ) | 3,218.9 | cum | 67.73 ₹2,18,016.1 Lowest | 67.73 ₹2,18,016.1 Lowest |
| 3.00 | 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.
(I) Ordinary soil (B) Mechanical Means (II) With dewatering (i) Depth upto 3 m | 4,028.8 | cum | 86.65 ₹3,49,095.52 Lowest | 86.65 ₹3,49,095.52 Lowest |
| 4.00 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | 113.9 | cum | 6,036.11 ₹6,87,512.93 Lowest | 6,036.11 ₹6,87,512.93 Lowest |
| 5.00 | Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications
(a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) | 65.44 | tonne | 69,416.53 ₹45,42,617.72 Lowest | 69,416.53 ₹45,42,617.72 Lowest |
| 6.00 | Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications.
(a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) | 16.36 | tonne | 76,282.52 ₹12,47,982.03 Lowest | 76,282.52 ₹12,47,982.03 Lowest |
| 7.00 | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser( Masterplast ACPL or equivalent) conforming to IS-9103-1999. (B) PCC Grade M20. Height upto 5m. | 1,215.3 | cum | 8,790.56 ₹1,06,83,167.57 Lowest | 8,790.56 ₹1,06,83,167.57 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 A. RCC Grade M20 (II) Using Batching Plant, Transit Mixer and Concrete Pump (i) For solid slab super-structure (a) Height upto 5m | 303.82 | cum | 9,914.56 ₹30,12,241.62 Lowest | 9,914.56 ₹30,12,241.62 Lowest |
| 9.00 | 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. | 561 | cum | 2,157.67 ₹12,10,452.87 Lowest | 2,157.67 ₹12,10,452.87 Lowest |
| 10.00 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification. | 228 | Each | 222.11 ₹50,641.08 Lowest | 222.11 ₹50,641.08 Lowest |
Tender Value
₹2.3 Cr
EMD Value
₹4.6 L
Closing Date
16 Feb 2026, 2:00 pmClosed
Chief Engineer, WRD, Assam
O/o the Chief Engineer, WRD, Assam, AWC Basistha, Ghy 29
Construction of flood wall to protect North Lakhimpur College and its adjoining areas from flood inundation of river Sumdiri.
2026_DoWR_50732_1
N LAKHIMPUR/2025-26/SOPD G/VII
Open Tender
Civil Works
Works
180 days
North Lakhimpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹4.6 L
Yes
22 May 2026
3 Feb 2026
16 Feb 2026
3 Feb 2026
16 Feb 2026
11 Feb 2026
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5. (i) Private land
Haulage of materials by tipper excluding cost of loading, unloading and stacking. Case-II: Unsurfaced gravel road (For 3 km lead )
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. (I) Ordinary soil (B) Mechanical Means (II) With dewatering (i) Depth upto 3 m
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications. (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser( Masterplast ACPL or equivalent) conforming to IS-9103-1999. (B) PCC Grade M20. Height upto 5m.
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. (N) Without Plasticiser A. RCC Grade M20 (II) Using Batching Plant, Transit Mixer and Concrete Pump (i) For solid slab super-structure (a) Height upto 5m
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.
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification (b) Random Rubble Masonry
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