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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.9 LAdmitted-Fee/PreQual/Technical/Finance | ₹6.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹7.8 L+₹85,951.73 (12.4%)Admitted-Fee/PreQual/Technical/Finance KERALA KL | KOTTAYAM | KERALA | 686001 | ₹7.8 L+₹85,951.73 (12.4%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹7.9 L+₹97,610.95 (14.1%)Admitted-Fee/PreQual/Technical/Finance | ₹7.9 L+₹97,610.95 (14.1%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹8.3 L+₹1.4 L (19.6%)Admitted-Fee/PreQual/Technical/Finance | ₹8.3 L+₹1.4 L (19.6%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹8.3 L+₹1.4 L (19.7%)Admitted-Fee/PreQual/Technical/Finance KERALA KL | IDUKKI | KERALA | 685501 | ₹8.3 L+₹1.4 L (19.7%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | P B BABU L4 | P H Zakeer L2 | JOHNSON V FRANCIS L5 | NADEEM ISMAIL K M L1 | K S SREEKUMAR L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00Tile laying | ||||||||
| 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. | 533.8 | sqm | 15.68 ₹8,369.98 | 14.73 ₹7,862.87 | 15.69 ₹8,375.32 | 10 ₹5,338 Lowest | 14 ₹7,473.2 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 40.03 | cum | 3,270 ₹1,30,914.45 | 3,070.85 ₹1,22,941.48 | 3,271.12 ₹1,30,959.29 | 2,600 ₹1,04,091 Lowest | 3,120 ₹1,24,909.2 |
| 1.00 | OD63223/2026-2027:Providing and Laying of interlocking Concrete Block Pavements using 80mm M40 hydraulic blocks of approved size, design and shape , laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc complete as per the direction of Engineer-in-charge | 533.8 | sqm | 1,136 ₹6,06,396.8 | 1,067.5 ₹5,69,831.5 | 1,137.12 ₹6,06,994.66 | 960 ₹5,12,448 Lowest | 1,084 ₹5,78,639.2 |
| 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) | 2.49 | cum | 8,972 ₹22,313.36 | 8,451.79 ₹21,019.6 | 9,003 ₹22,390.46 | 8,000 ₹19,896 Lowest | 8,588 ₹21,358.36 |
| 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<br> IV. R.C.C grade M 20 | 2.7 | cum | 9,689 ₹26,160.3 | 9,096.08 ₹24,559.42 | 9,689.3 ₹26,161.11 | 8,000 ₹21,600 Lowest | 9,244 ₹24,958.8 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.32 | tonne | 98,428 ₹31,890.67 | 92,402.33 ₹29,938.35 | 98,428.56 ₹31,890.85 | 85,000 ₹27,540 Lowest | 93,908 ₹30,426.19 |
| 1.01 | OD65035/2026-2027:Engaging Man coolie | 3 | each | 1,104 ₹3,312 | 1,037.17 ₹3,111.51 | 1,104.81 ₹3,314.43 | 800 ₹2,400 Lowest | 1,053 ₹3,159 |
Tender Value
₹8.5 L
EMD Value
₹21,200
Closing Date
11 Aug 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
KOCHI MUNICIPAL CORPORATION
S.311/27 Renovation of St Antonys bylane, Kuruppamchira byroad, Priyadarsini road in division 21
2026_LSGD_860041_33
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
₹2,010
Yes
₹21,200
Yes
18 Aug 2026
4 Aug 2026
13 Aug 2026
4 Aug 2026
11 Aug 2026
4 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Tile laying | |||||
| 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. | 1 | sqm | - | - |
| 1.002 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 1 | cum | - | - |
| 1.003 | OD63223/2026-2027:Providing and Laying of interlocking Concrete Block Pavements using 80mm M40 hydraulic blocks of approved size, design and shape , laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc complete as per the direction of Engineer-in-charge | 1 | sqm | - | - |
| 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) | - | 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<br> IV. R.C.C grade M 20 | - | cum | - | - |
| 1.006 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.007 | OD65035/2026-2027:Engaging Man coolie | - | each | - | - |
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