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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.2 LAdmitted-Fee/PreQual/Technical/Finance | ₹21.2 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹22.0 L+₹87,812.03 (4.15%)Admitted-Fee/PreQual/Technical/Finance | ₹22.0 L+₹87,812.03 (4.15%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹22.4 L+₹1.2 L (5.69%)Admitted-Fee/PreQual/Technical/Finance | ₹22.4 L+₹1.2 L (5.69%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹23.6 L+₹2.5 L (11.6%)Admitted-Fee/PreQual/Technical/Finance KANJIRATHINKAL MEEMPARA | KOTTAYAM | KERALA | 686001 | ₹23.6 L+₹2.5 L (11.6%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Licence period expired |
| Sl No | Description | Qty | Unit | CAK CONSTRUCTIONS L1 | ALBERT CHERIAN L3 | AFKAR T ABDUL RAHIMAN L2 | NOYAL RAJU L4 |
|---|---|---|---|---|---|---|---|
| 1.00Restoration Work | |||||||
| 1.00 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 537.6 | cum | 80 ₹43,008 | 45 ₹24,192 | 40.57 ₹21,810.43 Lowest | 43.49 ₹23,380.22 |
| 1.00 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 179.2 | cum | 2,730 ₹4,89,216 Lowest | 2,800 ₹5,01,760 | 2,979.13 ₹5,33,860.1 | 3,140.08 ₹5,62,702.34 |
| 1.00 | 4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method | 179.2 | cum | 2,730 ₹4,89,216 Lowest | 2,800 ₹5,01,760 | 2,929.66 ₹5,24,995.07 | 3,193.37 ₹5,72,251.9 |
| 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. | 134.4 | cum | 5,750 ₹7,72,800 Lowest | 6,400 ₹8,60,160 | 5,972.3 ₹8,02,677.12 | 6,402.47 ₹8,60,491.97 |
| 1.00 | 12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork) | 44.8 | cum | 7,200 ₹3,22,560 | 7,800 ₹3,49,440 | 7,171.19 ₹3,21,269.31 Lowest | 7,686.81 ₹3,44,369.09 |
Tender Value
₹27.1 L
EMD Value
₹50,000
Closing Date
11 Sept 2026, 2:00 pmClosed
Executive Engineer PWD Roads Division Ernakulam
Office of the Executive Engineer PWD Roads Division Ernakulam
Deposit Work 2025 2026 KWA Pipe laying Restoration work to Palakkunnumala Kanjiramattom Road from ch 0 230 km to 0 430 km lhs ch 1 925 km Actual Pipe laying Chainage ch 0 130 km to 0 350 km Rhs and ch 1 300 km to 1 720 km Rhs from Amballoor Wat
2026_PWD_867638_1
PWD/RB/TR/7735/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
120 days
Kakkanad
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
14 Sept 2026
3 Sept 2026
14 Sept 2026
3 Sept 2026
11 Sept 2026
3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Restoration Work | |||||
| 1.001 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 537.6 | cum | - | - |
| 1.002 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 179.2 | cum | - | - |
| 1.003 | 4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method | 179.2 | cum | - | - |
| 1.004 | 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. | 134.4 | cum | - | - |
| 1.005 | 12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork) | 44.8 | cum | - | - |
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