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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.5 LAccepted-Finance | ₹23.5 L | L1 | Accepted-Finance Lower Rates |
| 2 | L2₹26.1 LRejected-Finance H NO B 111 76 2 PAKHON WAL BAGH SAHORIA STREET BARNALA | SANGRUR | PUNJAB | 148024 | ₹26.1 L | L2 | Rejected-Finance Higher Rates |
| 3 | L3₹24.4 LRejected-Finance | ₹24.4 L | L3 | Rejected-Finance Higher Rates |
| Sl No | Description | Qty | Unit | SHIV KUMAR CONTRACTOR L3 | RANJEET SINGH CONTRACTOR C/O RAMESHWAR SINGH L2 | VIRK CONTRACTORS L1 |
|---|---|---|---|---|---|---|
| 1.00 | Dismantling of PCC including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr (By Mechanical Means) | 50.94 | cum | 937 ₹47,730.78 | 860 ₹43,808.40 | 842.72 ₹42,928.16 |
| 2.00 | Dismantling of pre-stressed / RCC including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr (By Mechanical Means) | 8.49 | cum | 1,800 ₹15,282 | 1,700 ₹14,433 | 1,619.73 ₹13,751.51 |
| 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 matter, dressing of sides and bottom and backfilling with excavated surplus soil Depth 0-3 mtr Mechanical means | 506.94 | cum | 81 ₹41,062.14 | 75 ₹38,020.50 | 72.67 ₹36,839.33 |
| 4.00 | Plain cement concrete M-15 Grade in sub-structure complete as per drawing and Technical Specifications Height upto 5m. | 26.86 | cum | 6,263 ₹1.7 L | 5,800 ₹1.6 L | 5,636.53 ₹1.5 L |
| 5.00 | Plain/Reinforced cement concrete grade M30 in sub-structure with batching Plant, Transit Mixer and Concrete Pump complete as per drawing and technical specifications with Height up to 5m. | 49.58 | cum | 6,655 ₹3.3 L | 6,200 ₹3.1 L | 5,988.96 ₹3.0 L |
| 6.00 | Plain/Reinforced cement concrete grade M25 in sub-structure with batching Plant, Transit Mixer and Concrete Pump complete as per drawing and technical specifications with Height up to 5m. | 115.7 | cum | 6,626 ₹7.7 L | 6,190 ₹7.2 L | 5,962.77 ₹6.9 L |
| 7.00 | 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. | 26.61 | Mtr | 3,933 ₹1.0 L | 3,680 ₹97,924.80 | 3,539.41 ₹94,183.70 |
| 8.00 | Supplying, fitting and placing HYSD bar reinforcement in sub- structure complete as per drawing and Technical Specifications. | 13.79 | mt | 80,688 ₹11.1 L | 75,150 ₹10.4 L | 72,618.93 ₹10.0 L |
| 9.00 | Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. | 100.45 | sqm | 140 ₹14,063 | 130 ₹13,058.50 | 125.77 ₹12,633.60 |
| 10.00 | Drainage Spouts complete as per drawing no. SD/205 and MoRT&H MoRT&H specification clause 2705 with 6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges) | 4 | Each | 1,128 ₹4,512 | 1,030 ₹4,120 | 1,014.95 ₹4,059.80 |
Updated dates
Tender Value
₹24.0 L
EMD Value
₹48,045
Closing Date
30 Mar 2026, 12:00 pmClosed
Executive Engineer Devigarh Patiala Division
Executive Engineer/Devigarh Patiala Canal and Ground Water Division WRD Punjab Patiala Phone No 0175 2353311
Estimate for construction of VR Bridge at RD 40185 of Minor No 3
2026_WR_159873_4
45/2025-26
Open Tender
Civil Works
60 days
Patiala
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
₹48,045
Yes
3 Apr 2026
19 Mar 2026
30 Mar 2026
19 Mar 2026
30 Mar 2026
19 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Dismantling of PCC including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr (By Mechanical Means) | |||||
| 2Dismantling of pre-stressed / RCC including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr (By Mechanical Means) | |||||
| 3Earth 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 matter, dressing of sides and bottom and backfilling with excavated surplus soil Depth 0-3 mtr Mechanical means | |||||
| 4Plain cement concrete M-15 Grade in sub-structure complete as per drawing and Technical Specifications Height upto 5m. | |||||
| 5Plain/Reinforced cement concrete grade M30 in sub-structure with batching Plant, Transit Mixer and Concrete Pump complete as per drawing and technical specifications with Height up to 5m. | |||||
| 6Plain/Reinforced cement concrete grade M25 in sub-structure with batching Plant, Transit Mixer and Concrete Pump complete as per drawing and technical specifications with Height up to 5m. | |||||
| 7Provision 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. | |||||
| 8Supplying, fitting and placing HYSD bar reinforcement in sub- structure complete as per drawing and Technical Specifications. | |||||
| 9Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. | |||||
| 10Drainage Spouts complete as per drawing no. SD/205 and MoRT&H MoRT&H specification clause 2705 with 6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges) | |||||
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