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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹66,279.67Admitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹69,080.88+₹2,801.21 (4.23%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹72,439.42+₹6,159.75 (9.29%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SUNEESH T K L2 | SAINUDEEN P T L3 | SIVADASAN K P L1 |
|---|---|---|---|---|---|---|
| 1.00RIGHT SIDE | ||||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 5.87 | cum | 332 ₹1,948.18 | 348.2 ₹2,043.24 | 318.6 ₹1,869.54 Lowest |
| 1.00 | OD101057/2026-2027:DRY RUBBLE MASONRY with hard stone, foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials, labor charges etc. complete as per approved drawing and relevant technical specification. | 18.71 | cum | 3,128.7 ₹58,544.23 | 3,280.8 ₹61,390.33 | 3,001.8 ₹56,169.68 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) | 0.81 | cum | 7,192.4 ₹5,861.81 | 7,542 ₹6,146.73 | 6,900.7 ₹5,624.07 Lowest |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 5.54 | cum | 492 ₹2,726.66 | 515.9 ₹2,859.12 | 472.1 ₹2,616.38 Lowest |
Tender Value
₹84,372
EMD Value
₹2,109
Closing Date
7 Oct 2026, 6:00 pmClosed
SAFEEDA NP
Office of AE, LID - EW, Mukkam municipality
ANNUAL PLAN - PROJECT NUMBER - 189/2026-27 NADUKIL CHOTHALA KATHIYOD ROAD SIDE WALL IN DIVISION 1 - MUKKAM MUNICIPALITY
2026_LSGD_874702_30
4/2026-27/AE/LIDEW/MKM
Open Tender
Civil Works - Roads
Item Rate
180 days
Mukkam municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹2,109
Yes
15 Oct 2026
1 Oct 2026
9 Oct 2026
1 Oct 2026
7 Oct 2026
1 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1RIGHT SIDE | |||||
| 1.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 5.87 | cum | - | - |
| 1.002 | OD101057/2026-2027:DRY RUBBLE MASONRY with hard stone, foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials, labor charges etc. complete as per approved drawing and relevant technical specification. | 18.71 | 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) | 0.82 | cum | - | - |
| 1.004 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 5.54 | cum | - | - |
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