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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.3 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹7.5 L+₹21,577.50 (2.96%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹7.6 L+₹27,163.51 (3.73%)Admitted-Fee/PreQual/Technical/Finance VISHNU PRABHA HOUSE KAVIL P O NADUVANNUR VIA KOYILANDY KOZHIKODE DISTRICT KERALA 673614 | KOZHIKODE | KERALA | 673614 | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹8.4 L+₹1.1 L (15.0%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹8.6 L+₹1.4 L (18.5%)Admitted-Fee/PreQual/Technical/Finance KANNUR | KERALA | 670001 | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY L5 | KLCCS L4 | ABHINITH K M L2 | SREENATH. M.C. L3 | ATHAFY BUILDERS L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00retarring | ||||||||
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 157.5 | cum | 63.03 ₹9,927.23 | 61.14 ₹9,629.55 | 55 ₹8,662.5 | 55.35 ₹8,717.63 | 50 ₹7,875 Lowest |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 52.5 | cum | 3,077.04 ₹1,61,544.6 | 2,984.73 ₹1,56,698.33 | 2,716 ₹1,42,590 | 2,692.35 ₹1,41,348.38 | 2,620 ₹1,37,550 Lowest |
| 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) | 78.75 | cum | 8,784.48 ₹6,91,777.8 | 8,520.94 ₹6,71,024.03 | 7,600 ₹5,98,500 | 7,686 ₹6,05,272.5 | 7,400 ₹5,82,750 Lowest |
Tender Value
₹8.6 L
EMD Value
₹21,581
Closing Date
12 Oct 2026, 3:00 pmClosed
Sheena C M
The Assistant Engineer LIDEW Section Chorode Grama Panchayat
Annual Plan Thazhe Chundil mukku Nadol Road Ward 23 Chorode GP Project no 326 27 General Civil Work
2026_LSGD_873279_4
01/2026/AE/LSGD/CGP
Open Tender
Civil Works - Roads
Item Rate
180 days
Chorode Gramapanchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,905
Yes
₹21,581
Yes
16 Oct 2026
1 Oct 2026
13 Oct 2026
1 Oct 2026
12 Oct 2026
1 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1retarring | |||||
| 1.001 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 157.5 | cum | - | - |
| 1.002 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 52.5 | cum | - | - |
| 1.003 | 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) | 78.75 | cum | - | - |
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