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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.5 LAccepted-AOC | 1 | Accepted-AOC AGREEMENT EXECUTED | |
| 2 | Rejected-Technical KERALA KL | ERNAKULAM | KERALA | 680667 | - | Rejected-Technical REJECTED |
| Sl No | Description | Qty | Unit | Smitha Biju L1 | BIJU ANTONY L2 |
|---|---|---|---|---|---|
| 1.00Interlocking and concrete | |||||
| 1.00 | OD85418/2025-2026: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) | 1.2 | cum | 9,195.92 ₹11,035.1 Lowest | 9,195.92 ₹11,035.1 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) | 2.7 | cum | 8,796.86 ₹23,751.52 Lowest | 8,796.86 ₹23,751.52 Lowest |
| 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. | 402.5 | sqm | 16.01 ₹6,444.03 Lowest | 16.01 ₹6,444.03 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 | 30.19 | cum | 3,337.88 ₹1,00,763.92 Lowest | 3,337.88 ₹1,00,763.92 Lowest |
| 1.00 | OD6794/2025-2026:Providing and laying 80mm thick factory made CC interlocking paver block M 30 grade by block making machine with strong vibratory compaction of approved size, designed shape laid
the required color and patern over and including 50mm thick compacted bed of 6mm stone aggregate etc,complete | 379.5 | sqm | 1,045.38 ₹3,96,721.71 Lowest | 1,045.38 ₹3,96,721.71 Lowest |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 7.18 | cum | 9,186.73 ₹65,923.97 Lowest | 9,186.73 ₹65,923.97 Lowest |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 11.49 | cum | 9,887.04 ₹1,13,602.09 Lowest | 9,887.04 ₹1,13,602.09 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.15 | tonne | 1,00,437.31 ₹1,15,402.47 Lowest | 1,00,437.31 ₹1,15,402.47 Lowest |
| 1.01 | OD6972/2025-2026:Engaging man coolies | 12 | Day | 1,127.35 ₹13,528.2 Lowest | 1,150 ₹13,800 |
Tender Value
₹8.5 L
EMD Value
₹21,200
Closing Date
15 Jul 2025, 3:45 pmClosed
EXECUTIVE ENGINEER
KOCHI MUNICIPAL CORPORATION
S.673/26 Providing Interlocking tile and Drain maintenance in byelane of santhinagar road Div-24
2025_LSGD_773456_54
Kochi municipal Corporation CCPC4/44073/22(10)
Open Tender
Civil Works - Roads
Item Rate
180 days
ERNAKULAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,010
₹21,200
10 Sept 2025
8 Jul 2025
17 Jul 2025
8 Jul 2025
15 Jul 2025
8 Jul 2025
Amount
Interlocking and concrete
OD85418/2025-2026: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)
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)
3.2: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) (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
OD6794/2025-2026:Providing and laying 80mm thick factory made CC interlocking paver block M 30 grade by block making machine with strong vibratory compaction of approved size, designed shape laid the required color and patern over and including 50mm thick compacted bed of 6mm stone aggregate etc,complete
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD6972/2025-2026:Engaging man coolies
BIJU ANTONY (BID ID -2251703)
Bidder Name
BIJU ANTONY
Smitha Biju
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