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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹25.4 LAccepted-AOC | ₹25.4 L | 1 | Accepted-AOC agreement executed |
| 2 | Rejected-Technical KATHANAPARAMBIL PUTHENVELIKKARA COCHI MUNICIPAL CORPORATION KOCHI | KOCHI | ERNAKULAM | KERALA | - | - | Rejected-Technical REJECTED |
| Sl No | Description | Qty | Unit | BENEESH KR L2 | MOOSA K.I. L1 |
|---|---|---|---|---|---|
| 1.00Road maintenance | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 825 | sqm | 16 ₹13,200 Lowest | 16.01 ₹13,208.25 |
| 1.00 | OD56419/2026-2027:Supplying and laying Interlock tiles 80mm thickness or nearest size thickness and strength M40 including providing a layer of 6mm aggregate for 5 cm thickness then laying interlocking cabbles in lines and levels as per the direction of departmental officers as size inclusives of cost and conveyance charges etc complete | 1,279.83 | sqm | 1,160 ₹14,84,602.8 Lowest | 1,160.33 ₹14,85,025.14 |
| 1.00 | 2.5.1.B:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br> (I) By Manual Means <br> (B) Cement Concrete | 31.96 | cum | 1,233 ₹39,406.68 Lowest | 1,233.92 ₹39,436.08 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 13.5 | cum | 441 ₹5,953.5 Lowest | 441.5 ₹5,960.25 |
| 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 2.52 | cum | 9,001 ₹22,682.52 Lowest | 9,001.46 ₹22,683.68 |
| 1.01 | 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 22.18 | cum | 8,796 ₹1,95,139.26 Lowest | 8,796.86 ₹1,95,158.34 |
| 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) | 12.53 | cum | 9,186 ₹1,15,063.84 Lowest | 9,186.73 ₹1,15,072.98 |
| 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<br> IV. R.C.C grade M 20 | 11.48 | cum | 9,887 ₹1,13,502.76 Lowest | 9,887.04 ₹1,13,503.22 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.88 | tonne | 1,00,437 ₹88,786.31 Lowest | 1,00,437.31 ₹88,786.58 |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
21 Jul 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
KOCHI MUNICIPAL CORPORATION
S 108/27-Interlock tile laying at Kalpaka Lane and Chakola Colony lane in Div 10
2026_LSGD_860041_11
Kochi municipal Corporation CCPC3/27603/22(1)
Open Tender
Civil Works - Roads
Item Rate
180 days
ERNAKULAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,950
₹50,000
1 Sept 2026
14 Jul 2026
23 Jul 2026
14 Jul 2026
21 Jul 2026
14 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road maintenance | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | - | sqm | - | - |
| 1.002 | OD56419/2026-2027:Supplying and laying Interlock tiles 80mm thickness or nearest size thickness and strength M40 including providing a layer of 6mm aggregate for 5 cm thickness then laying interlocking cabbles in lines and levels as per the direction of departmental officers as size inclusives of cost and conveyance charges etc complete | 1 | sqm | - | - |
| 1.003 | 2.5.1.B:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br> (I) By Manual Means <br> (B) Cement Concrete | - | cum | - | - |
| 1.004 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | - | cum | - | - |
| 1.005 | 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | - | cum | - | - |
| 1.006 | 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 1 | cum | - | - |
| 1.007 | 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) | 1 | cum | - | - |
| 1.008 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | - | cum | - | - |
| 1.009 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1 | tonne | - | - |
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