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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.6 LAccepted-AOC | ₹9.6 L | L1 | Accepted-AOC LOWEST RATE AND HENCE ACCEPTED |
| 2 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 3 | Rejected-Technical KIZHIPARAMBA MALAPPURAM PIN 673639 | MALAPPURAM | MALAPPURAM | KERALA | 673639 | - | - | Rejected-Technical L3 |
| 4 | Rejected-Technical LID EW SECTION AREEKODE | KANNUR | KERALA | 670002 | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | M.K. ABDUL HAMEED L2 | ASHRAF CHIRAYIMMAL L1 | ABDUSSALEEM M L4 | JASID M E L3 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD TARRING | |||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 90 | sqm | 11.65 ₹1,048.50 | 11.1 ₹999 | 13.41 ₹1,206.90 | 12.35 ₹1,111.50 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 29.02 | cum | 2,437.63 ₹70,752.21 | 2,318.1 ₹67,282.85 | 2,807.18 ₹81,478.40 | 2,585.1 ₹75,032.53 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 133.54 | cum | 6,959.07 ₹9.3 L | 6,617.9 ₹8.8 L | 8,014.08 ₹10.7 L | 7,379.85 ₹9.9 L |
| 1.00 | 10.3.A.2:Direction and Place Identification signs upto 0.9 sqm size board A. Retro-reflectorised Traffic Signs Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnical Specification Clause 1701. | 0.94 | sqm | 6,210.47 ₹5,825.42 | 5,905.6 ₹5,539.45 | 7,151.99 ₹6,708.57 | 6,585.99 ₹6,177.66 |
Tender Value
₹12.7 L
EMD Value
₹31,777
Closing Date
19 Sept 2025, 4:00 pmClosed
DEEPAK C ,AE KEEZHUPARAMBA GP
DEEPAK C ,AE KEEZHUPARAMBA GP
LRRP Chief Minister s Local Road Rebuild Project 2.0 CMLRRP 2.0- 2024 25 ERANAD LAC - SL No 3954 Kannampalli Lift Irrigation Road,
2025_LSGD_796479_1
30/AE/LSGD/KZP/2025-2026
Open Tender
Civil Works - Roads
180 days
Ae office, keezhuparamb
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,777
Yes
3 Jun 2026
12 Sept 2025
22 Sept 2025
12 Sept 2025
19 Sept 2025
12 Sept 2025
12 Sept 2025 - 19 Sept 2025
Amount
ROAD TARRING
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
10.3.A.2:Direction and Place Identification signs upto 0.9 sqm size board A. Retro-reflectorised Traffic Signs Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnical Specification Clause 1701.
M.K. ABDUL HAMEED (BID ID -2346071)
JASID M E (BID ID -2346047)
ABDUSSALEEM M (BID ID -2346032)
Bidder Name
M.K. ABDUL HAMEED
ABDUSSALEEM M
ASHRAF CHIRAYIMMAL
JASID M E
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