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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.5 LAccepted-AOC SHABANA MANZIL IRIKKUR | IRIKKUR | KANNUR | KERALA | ₹44.5 L | L1 | Accepted-AOC Lowest quotted bidder. Quotted amount was Rs.4453625.54/-. While generating Letter of acceptance in PRICE 3.0 Software quotted amont Rs.4453625.54/- was rounded to Rs.4453625/-. |
| 2 | L2₹44.5 LRejected-AOC | ₹44.5 L | L2 | Rejected-AOC second lowest quotted bidder. |
| 3 | L3₹44.9 LRejected-Finance | ₹44.9 L | L3 | Rejected-Finance third lowest bidder |
| 4 | L4₹45.1 LRejected-Finance | ₹45.1 L | L4 | Rejected-Finance fourth lowest bidder |
| 5 | L5₹47.6 LRejected-Finance | ₹47.6 L | L5 | Rejected-Finance fifth lowest bidder |
| Sl No | Description | Qty | Unit | M T MOHAMMED KUNHI L4 | T V UNNIKRISHNAN L5 | VYSHAK P L3 | SIVADASAN M P L7 | Sajeer C V K L1 | N.V.SURENDRAN L6 | KANNANNOR INFRATECH PRIVATE LIMITED L2 |
|---|---|---|---|---|---|---|---|---|---|---|
| 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 | 797.67 | cum | 39.92 ₹31,842.83 | 42.13 ₹33,605.67 | 39.72 ₹31,683.29 | 57 ₹45,466.96 | 39.42 ₹31,443.99 | 45.56 ₹36,341.66 | 39.42 ₹31,443.99 |
| 1.00 | 2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness <br> In area of light jungle - By Mechanical Means<br> | 0.3 | Hectare | 40,601.28 ₹12,180.38 | 42,855.21 ₹12,856.56 | 40,401.03 ₹12,120.31 | 58,395 ₹17,518.50 | 40,099.91 ₹12,029.97 | 46,338.23 ₹13,901.47 | 40,093.43 ₹12,028.03 |
| 1.00 | 4.2.A.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-III -For lower sub-base - Mix in Place Method | 80 | cum | 2,664.85 ₹2.1 L | 2,812.84 ₹2.3 L | 2,651.76 ₹2.1 L | 2,939 ₹2.4 L | 2,631.96 ₹2.1 L | 2,872.83 ₹2.3 L | 2,631.99 ₹2.1 L |
| 1.00 | 10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor | 1,464 | sqm | 23.27 ₹34,067.28 | 24.57 ₹35,970.48 | 23.16 ₹33,906.24 | 26 ₹38,064 | 22.99 ₹33,657.36 | 26.56 ₹38,883.84 | 22.99 ₹33,657.36 |
| 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. | 538.25 | cum | 5,552.17 ₹29.9 L | 5,860.39 ₹31.5 L | 5,524.79 ₹29.7 L | 6,168.4 ₹33.2 L | 5,483.61 ₹29.5 L | 5,886.04 ₹31.7 L | 5,483.61 ₹29.5 L |
| 1.01 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork) | 182.29 | cum | 6,710.66 ₹12.2 L | 7,083.76 ₹12.9 L | 6,678.08 ₹12.2 L | 7,416 ₹13.5 L | 6,628.32 ₹12.1 L | 7,098 ₹12.9 L | 6,628.32 ₹12.1 L |
| 1.01 | 3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. | 82.88 | cum | 74.43 ₹6,168.39 | 78.59 ₹6,513.15 | 74.09 ₹6,140.21 | 108 ₹8,950.50 | 73.54 ₹6,094.63 | 84.98 ₹7,042.72 | 73.54 ₹6,094.63 |
Tender Value
₹55.7 L
EMD Value
₹50,000
Closing Date
10 Oct 2025, 4:00 pmClosed
Executive Engineer
Executive Engineer, Pwd Roads Division, Kannur
Restoration work for Chirakkal Kattambally Mayyil Kololam Road ch. b/w km.10/800 to 14/100- RHS- for KWA JJM work
2025_PWD_804595_1
PWD/RB/TR/21614/2024_5_1_1/1
Open Tender
Civil Works - Roads
180 days
Kambil
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
12 Jan 2026
3 Oct 2025
13 Oct 2025
3 Oct 2025
10 Oct 2025
3 Oct 2025
Amount
Restoration work
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
2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness <br> In area of light jungle - By Mechanical Means<br>
4.2.A.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-III -For lower sub-base - Mix in Place Method
10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor
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.
12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)
3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.
KANNANNOR INFRATECH PRIVATE LIMITED (BID ID -2380819)
VYSHAK P (BID ID -2382023)
M T MOHAMMED KUNHI (BID ID -2381500)
T V UNNIKRISHNAN (BID ID -2381696)
N.V.SURENDRAN (BID ID -2382548)
SIVADASAN M P (BID ID -2382114)
Bidder Name
N.V.SURENDRAN
M T MOHAMMED KUNHI
VYSHAK P
SIVADASAN M P
T V UNNIKRISHNAN
Sajeer C V K
KANNANNOR INFRATECH PRIVATE LIMITED
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