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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.6 LAccepted-Finance | ₹23.6 L | L1 | Accepted-Finance L1 Rank Lowest quated bidder |
| 2 | L2₹24.6 L+₹93,345.47 (3.95%)Accepted-Finance | ₹24.6 L+₹93,345.47 (3.95%) | L2 | Accepted-Finance L2-Rank Lowest quated bidder |
| 3 | L3₹24.8 L+₹1.2 L (4.91%)Rejected-Finance | ₹24.8 L+₹1.2 L (4.91%) | L3 | Rejected-Finance L3 - Rank Lowest quated bidder |
| 4 | L4₹25.3 L+₹1.7 L (7.13%)Rejected-Finance | ₹25.3 L+₹1.7 L (7.13%) | L4 | Rejected-Finance L4-Rank Lowest quated bidder |
| 5 | L5₹26.1 L+₹2.5 L (10.5%)Rejected-Finance | ₹26.1 L+₹2.5 L (10.5%) | L5 | Rejected-Finance L5-Rank Lowest quated bidder |
| Sl No | Description | Qty | Unit | KODIKKANDY GROUP L2 | KP RADHAKRISHNAN L4 | SIVADASAN M P L5 | Ajeendran Alakkandy L8 | M.T MUHAMMED MUNAZIR L6 | Abdul Jamal P L3 | MATHAI VD L1 | Aneesh Kumar B L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.001 | |||||||||||
| 1.00 | 12.1.B.1: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. Ordinary Soil - Depth upto 3m - Mechanical Means | 233.3 | cum | 68.13 ₹15,894.73 | 70.21 ₹16,379.99 | 83.17 ₹19,403.56 | 75.94 ₹17,716.8 | 74.26 ₹17,324.86 | 68.76 ₹16,041.71 | 65.54 ₹15,290.48 Lowest | 74.72 ₹17,432.18 |
| 1.00 | 3.4:Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections. | 354.1 | cum | 252.15 ₹89,286.32 | 259.86 ₹92,016.43 | 341.56 ₹1,20,946.4 | 281.05 ₹99,519.81 | 274.83 ₹97,317.3 | 254.5 ₹90,118.45 | 242.58 ₹85,897.58 Lowest | 276.53 ₹97,919.27 |
| 1.00 | 12.4: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. | 130.5 | cum | 6,126.68 ₹7,99,531.74 | 6,314.04 ₹8,23,982.22 | 6,410.1 ₹8,36,518.05 | 6,828.78 ₹8,91,155.79 | 6,677.79 ₹8,71,451.6 | 6,183.64 ₹8,06,965.02 | 5,894.02 ₹7,69,169.61 Lowest | 6,718.97 ₹8,76,825.59 |
| 1.00 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 179.18 | cum | 7,091.06 ₹12,70,576.13 | 7,307.92 ₹13,09,433.11 | 7,487 ₹13,41,520.66 | 7,903.67 ₹14,16,179.59 | 7,728.92 ₹13,84,867.89 | 7,156.99 ₹12,82,389.47 | 6,821.78 ₹12,22,326.54 Lowest | 7,776.58 ₹13,93,407.6 |
| 1.00 | 12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer | 16.77 | cum | 7,701.85 ₹1,29,198.53 | 7,937.38 ₹1,33,149.55 | 8,058 ₹1,35,172.95 | 8,584.45 ₹1,44,004.15 | 8,394.65 ₹1,40,820.25 | 7,773.46 ₹1,30,399.79 | 7,409.3 ₹1,24,291.01 Lowest | 8,446.41 ₹1,41,688.53 |
| 1.01 | 12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork) | 7.7 | cum | 7,348.81 ₹56,585.84 | 7,573.55 ₹58,316.34 | 7,689 ₹59,205.3 | 8,190.96 ₹63,070.39 | 8,009.85 ₹61,675.85 | 7,417.14 ₹57,111.98 | 7,069.74 ₹54,437 Lowest | 8,059.25 ₹62,056.23 |
| 1.01 | 13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications | 1.15 | MT | 84,294.17 ₹97,022.59 | 86,872 ₹99,989.67 | 87,123 ₹1,00,278.57 | 93,953.96 ₹1,08,141.01 | 91,876.59 ₹1,05,749.96 | 85,077.83 ₹97,924.58 | 81,093.13 ₹93,338.19 Lowest | 92,443.14 ₹1,06,402.05 |
Tender Value
₹27.5 L
EMD Value
₹50,000
Closing Date
8 Jul 2026, 4:00 pmClosed
Executive Engineer
PWD Roads Division, Kannur
Construction of CC Drain in Kaniyarvayal Malappattam Munambukadav Mayyil Road near Etteyar Ch 8 400 to 9 100 General Civil Work
2026_PWD_845742_2
PWD/RB/TR/11536/2024_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
irikkur
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
30 Jul 2026
2 Jul 2026
10 Jul 2026
2 Jul 2026
8 Jul 2026
2 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 11 | |||||
| 1.001 | 12.1.B.1: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. Ordinary Soil - Depth upto 3m - Mechanical Means | - | cum | - | - |
| 1.002 | 3.4:Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections. | - | cum | - | - |
| 1.003 | 12.4: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. | - | cum | - | - |
| 1.004 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | - | cum | - | - |
| 1.005 | 12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer | 1 | cum | - | - |
| 1.006 | 12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork) | - | cum | - | - |
| 1.007 | 13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications | - | MT | - | - |
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