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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.8 LAdmitted-Fee/PreQual/Technical/Finance | ₹13.8 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹14.3 L+₹42,739 (3.09%)Admitted-Fee/PreQual/Technical/Finance | ₹14.3 L+₹42,739 (3.09%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹14.8 L+₹97,915 (7.08%)Admitted-Fee/PreQual/Technical/Finance KERALA KL | ERNAKULAM | KERALA | 680667 | ₹14.8 L+₹97,915 (7.08%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹15.3 L+₹1.5 L (10.7%)Admitted-Fee/PreQual/Technical/Finance | ₹15.3 L+₹1.5 L (10.7%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | C K NAZEER L1 | M A THAHA L2 | BIJU ANTONY L3 | FAISAL RASHEED L4 |
|---|---|---|---|---|---|---|---|
| 1.00DRAIN AND LANE | |||||||
| 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 | 70.1 | cum | 428.55 ₹30,041.36 Lowest | 441.5 ₹30,949.15 | 441.5 ₹30,949.15 | 500 ₹35,050 |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 9.9 | cum | 8,731.4 ₹86,440.86 Lowest | 9,001.46 ₹89,114.45 | 9,001.46 ₹89,114.45 | 10,000 ₹99,000 |
| 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) | 29.54 | cum | 8,532.95 ₹2,52,063.34 Lowest | 8,796.86 ₹2,59,859.24 | 8,796.86 ₹2,59,859.24 | 10,000 ₹2,95,400 |
| 1.00 | 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) | 5.54 | cum | 8,911.12 ₹49,367.6 Lowest | 9,186.73 ₹50,894.48 | 9,186.73 ₹50,894.48 | 9,186.73 ₹50,894.48 |
| 1.00 | 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 | 9.7 | cum | 9,590.42 ₹93,027.07 Lowest | 9,887.04 ₹95,904.29 | 9,887.04 ₹95,904.29 | 9,887.04 ₹95,904.29 |
| 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 | 97,424.19 ₹1,11,745.55 Lowest | 1,00,437.31 ₹1,15,201.59 | 1,00,437.31 ₹1,15,201.59 | 1,00,437.31 ₹1,15,201.59 |
| 1.01 | OD162826/2026-2027:Filling up low lying and water logged areas with local material/ quarry muck,
spreadingin layers, levelling the top at site and consolidation by ramming etc | 72 | cum | 1,768.01 ₹1,27,296.72 Lowest | 1,822.7 ₹1,31,234.4 | 1,822.7 ₹1,31,234.4 | 1,822.7 ₹1,31,234.4 |
| 1.01 | 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 | 45 | cum | 3,237.74 ₹1,45,698.3 Lowest | 3,337.88 ₹1,50,204.6 | 3,337.88 ₹1,50,204.6 | 3,337.88 ₹1,50,204.6 |
| 1.01 | OD162825/2026-2027:Providing and laying 80mm thick factory made CC interlocking paver block M 40 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 | 480 | sqm | 1,014.01 ₹4,86,724.8 Lowest | 1,045.38 ₹5,01,782.4 | 1,160.33 ₹5,56,958.4 | 1,160.33 ₹5,56,958.4 |
Tender Value
₹14.8 L
EMD Value
₹37,010
Closing Date
9 Sept 2026, 4:00 pmClosed
Superintending Engineer
O/o Superintending Engineer, Kochi Municipal Corporation.
GENERAL- 6646592-25 Construction of drain and provision of cover slab to prevent water logging in area to west North side of By road near santhome Convent in division 68
2026_LSGD_867564_1
FCE3-6646592/2025
Open Tender
Civil Works - Roads
Item Rate
Fortkochi
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,500
₹37,010
16 Sept 2026
4 Sept 2026
11 Sept 2026
4 Sept 2026
9 Sept 2026
4 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1DRAIN AND LANE | |||||
| 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 | 70.1 | cum | - | - |
| 1.002 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 9.9 | cum | - | - |
| 1.003 | 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) | 29.54 | cum | - | - |
| 1.004 | 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) | 5.54 | cum | - | - |
| 1.005 | 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 | 9.7 | cum | - | - |
| 1.006 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.15 | tonne | - | - |
| 1.007 | OD162826/2026-2027:Filling up low lying and water logged areas with local material/ quarry muck,
spreadingin layers, levelling the top at site and consolidation by ramming etc | 72 | cum | - | - |
| 1.008 | 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 | 45 | cum | - | - |
| 1.009 | OD162825/2026-2027:Providing and laying 80mm thick factory made CC interlocking paver block M 40 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 | 480 | sqm | - | - |
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