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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.2 LAccepted-AOC | 1 | Accepted-AOC AGREEMENT EXECUTED | |
| 2 | 2₹2.2 L+₹1.88 (<0.01%)Rejected-Finance | 2 | Rejected-Finance REJECTED | |
| 3 | Rejected-Technical KERALA KL | ERNAKULAM | KERALA | 680667 | - | Rejected-Technical REJECTED |
| Sl No | Description | Qty | Unit | BIJU ANTONY L3 | M A Aboobacker L1 | ZAKKEERBABU L2 |
|---|---|---|---|---|---|---|
| 1.00Renovation work | ||||||
| 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 | 12.52 | cum | 500 ₹6,257.5 | 441.5 ₹5,525.37 Lowest | 441.5 ₹5,525.37 Lowest |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 7.19 | cum | 8,796.86 ₹63,214.24 Lowest | 8,796.86 ₹63,214.24 Lowest | 8,796.86 ₹63,214.24 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. | 19.25 | cum | 1,000 ₹19,255 | 650.34 ₹12,522.3 Lowest | 650.34 ₹12,522.3 Lowest |
| 1.00 | OD207235/2025-2026:(MD 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 by RAMMING to achieve the desired density, complete as per Technical Specification Clause 401.
(i) For Grading I Material | 9.92 | cum | 3,279.61 ₹32,523.89 Lowest | 3,391.01 ₹33,628.65 | 3,279.61 ₹32,523.89 Lowest |
| 1.00 | OD541047/2024-2025:(MD 75.8.1) Providing Plain cement concrete for ROAD WORK EXCLUSIVE OF FORMWORK CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction USING NEEDLE VIBRATOR, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) Modified 75.8.1 | 9.63 | cum | 9,174.94 ₹88,336.32 | 9,060 ₹87,229.68 Lowest | 9,174.94 ₹88,336.32 |
| 1.01 | OD541317/2024-2025:Engaging man cooli | 18 | each | 1,500 ₹27,000 | 1,127.36 ₹20,292.48 Lowest | 1,127.36 ₹20,292.48 Lowest |
Tender Value
₹2.2 L
EMD Value
₹5,560
Closing Date
20 Oct 2025, 3:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
KOCHI MUNICIPAL CORPORATION PALLURUTHY ZONAL OFFICE
SYE2/617674/2024 RENNOVATION OF BINNY THODU BYE LANE IN DIVISION 13
2025_LSGD_809224_1
SYE2/617674/2024 RENNOVATION OF BINNY THODU BYE LANE IN DIVISION 13
Open Tender
Civil Works - Roads
Item Rate
210 days
KOCHI MUNICIPAL CORPORATION
Please refer Tender documents.
8 documents required · 8 mandatory
₹555
Yes
₹5,560
Yes
17 Apr 2026
13 Oct 2025
21 Oct 2025
13 Oct 2025
20 Oct 2025
13 Oct 2025
Renovation work
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
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
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.
OD207235/2025-2026:(MD 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 by RAMMING to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
OD541047/2024-2025:(MD 75.8.1) Providing Plain cement concrete for ROAD WORK EXCLUSIVE OF FORMWORK CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction USING NEEDLE VIBRATOR, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) Modified 75.8.1
OD541317/2024-2025:Engaging man cooli
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