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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.5 LAccepted-AOC NULL | ₹38.5 L | L1 | Accepted-AOC Lowest rates |
| 2 | L2₹42.3 LRejected-AOC NULL | ₹42.3 L | L2 | Rejected-AOC High rates |
| Sl No | Description | Qty | Unit | Narinder Singh Kanakwal L2 | Dhan Lakshmi Enterprises L1 |
|---|---|---|---|---|---|
| 1.00 | Dismantling brick work tile, masonry or tile lining ((b)) In cement | 32.59 | cum | 2,321 ₹75,641.39 | 718.49 ₹23,415.59 |
| 2.00 | ) Dismantling concrete ((e) ) Reinforced cement concrete | 4.52 | Cum | 721 ₹3,258.92 | 2,321.91 ₹10,495.03 |
| 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 excavated surplus soil.
In Ordinary soil
(B) Mechanical Means (a) Depth upto 3 m | 361.92 | Cum | 75 ₹27,144 | 87 ₹31,487.04 |
| 4.00 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. A) PCC Grade M15 | 25.15 | Cum | 5,500 ₹1.4 L | 7,000 ₹1.8 L |
| 5.00 | 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 towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. | 44.91 | Cum | 3,621 ₹1.6 L | 50 ₹2,245.50 |
| 6.00 | Plain/Reinforced
cement concrete in sub-structure complete as per drawing and Technical Specifications
F) RCC Grade M25 ((a)) Height upto 5m ((ii)) With Batching Plant, Transit Mixer and Concrete Pump | 81.89 | Cum | 6,100 ₹5.0 L | 4,500 ₹3.7 L |
| 7.00 | Plain/Reinforced
cement concrete in sub-structure complete as per drawing and Technical Specifications
G) RCC Grade M-30 a)) Height upto 5m ((ii)) Using Batching Plant, Transit Mixer and Concrete Pump | 229.48 | Cum | 7,000 ₹16.1 L | 6,480 ₹14.9 L |
| 8.00 | Drainage Spouts complete as per drawing no. SD/205 and Technical specification with 0.6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges) | 3 | No | 1,021 ₹3,063 | 200 ₹600 |
| 9.00 | Crash Barriers (A) Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge,road, approaches to bridge structures and medians, constructed with M-40 grade concrete , with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified-with concrete mixture. | 40 | Mtr | 1,400 ₹56,000 | 3,500 ₹1.4 L |
| 10.00 | ) Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications xvi) 160mm o/d pipe of 6 Kgf. / sqcm | 12.8 | Mtr | 1,551 ₹19,852.80 | 70 ₹896 |
Tender Value
₹39.1 L
EMD Value
₹78,300
Closing Date
16 Jan 2026, 1:00 pmClosed
Executive Engineer Lehal Canal Division Patiala
Executive Engineer Lehal Canal Division WRD Punjab Patiala
Estimate for Remodeling of V.R. BRIDGE AT RD 48300 OF OF Sunam Sub Branch.
2026_WR_157353_1
76 dated 06.01.2026
Open Tender
Civil Works - Canal
60 days
Sangrur
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
₹78,300
Lehal Canal Division WRD Punjab Patiala
18 Feb 2026
6 Jan 2026
16 Jan 2026
6 Jan 2026
16 Jan 2026
6 Jan 2026
12 Jan 2026
Dismantling brick work tile, masonry or tile lining ((b)) In cement
) Dismantling concrete ((e) ) Reinforced cement concrete
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 excavated surplus soil. In Ordinary soil (B) Mechanical Means (a) Depth upto 3 m
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. A) PCC Grade M15
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 towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications F) RCC Grade M25 ((a)) Height upto 5m ((ii)) With Batching Plant, Transit Mixer and Concrete Pump
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications G) RCC Grade M-30 a)) Height upto 5m ((ii)) Using Batching Plant, Transit Mixer and Concrete Pump
Drainage Spouts complete as per drawing no. SD/205 and Technical specification with 0.6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges)
Crash Barriers (A) Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge,road, approaches to bridge structures and medians, constructed with M-40 grade concrete , with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified-with concrete mixture.
) Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications xvi) 160mm o/d pipe of 6 Kgf. / sqcm
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications.
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