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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹19.8 LAccepted-Finance | ₹19.8 L | 1 | Accepted-Finance accepted |
| 2 | 2₹20.7 L+₹96,606.84 (4.89%)Rejected-Finance | ₹20.7 L+₹96,606.84 (4.89%) | 2 | Rejected-Finance rejected |
| 3 | 3₹20.9 L+₹1.1 L (5.75%)Rejected-Finance | ₹20.9 L+₹1.1 L (5.75%) | 3 | Rejected-Finance rejected |
| 4 | Rejected-Technical | - | - | Rejected-Technical REJECTED |
| 5 | Rejected-Technical KERALA KL | KOTTAYAM | KERALA | 686001 | - | - | Rejected-Technical REJECTED |
| Sl No | Description | Qty | Unit | BAIJU A A L2 | P H Zakeer L5 | Bibin L4 | Jyothis Kumar M S L1 | RAHIM A A L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00Drain reconstruction, Tile relaying | ||||||||
| 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. | 560 | sqm | 13.05 ₹7,308 | 13.97 ₹7,823.2 | 13.44 ₹7,526.4 | 12.44 ₹6,966.4 Lowest | 13.12 ₹7,347.2 |
| 1.00 | OD79677/2026-2027:(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 | 55.84 | cum | 2,466.4 ₹1,37,736.11 Lowest | 2,861.46 ₹1,59,798.23 | 2,754.87 ₹1,53,845.72 | 2,548.26 ₹1,42,307.58 | 2,688 ₹1,50,111.36 |
| 1.00 | OD79678/2026-2027: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 | 763 | sqm | 945.67 ₹7,21,546.21 | 1,012.39 ₹7,72,453.57 | 974.67 ₹7,43,673.21 | 901.58 ₹6,87,905.54 Lowest | 951 ₹7,25,613 |
| 1.00 | 2.5.2.A:Dismantling of Structures 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.(II) By Mechanical Means (A) Cement Concrete | 30.55 | cum | 640.79 ₹19,576.13 | 685.99 ₹20,956.99 | 660.44 ₹20,176.44 | 610.91 ₹18,663.3 Lowest | 644 ₹19,674.2 |
| 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 | 44.4 | cum | 359.82 ₹15,976.01 | 385.21 ₹17,103.32 | 370.86 ₹16,466.18 | 343.05 ₹15,231.42 Lowest | 361 ₹16,028.4 |
| 1.01 | 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 | 20.8 | cum | 7,336.19 ₹1,52,592.75 | 7,853.77 ₹1,63,358.42 | 7,561.22 ₹1,57,273.38 | 6,994.13 ₹1,45,477.9 Lowest | 7,380 ₹1,53,504 |
| 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 54.6 | cum | 7,169.44 ₹3,91,451.42 | 7,675.26 ₹4,19,069.2 | 7,389.36 ₹4,03,459.06 | 6,835.16 ₹3,73,199.74 Lowest | 7,212 ₹3,93,775.2 |
| 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) | 13.45 | cum | 7,487.18 ₹1,00,702.57 | 8,015.42 ₹1,07,807.4 | 7,716.85 ₹1,03,791.63 | 7,138.09 ₹96,007.31 Lowest | 7,532 ₹1,01,305.4 |
| 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 | 28.36 | cum | 8,057.94 ₹2,28,547.35 | 8,626.44 ₹2,44,671.72 | 8,305.11 ₹2,35,557.83 | 7,682.23 ₹2,17,891.09 Lowest | 7,909 ₹2,24,322.97 |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
11 Aug 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
KOCHI MUNICIPAL CORPORATION
S.267/27 division 34-Melnkath road by lane samskara junction to pipe lane signal road side vattathippadam road YMJ cross road Mutturuthy parmbu lane kochappilly road pipe lane link road naveekaranam
2026_LSGD_863449_49
Kochi municipal Corporation CCPC3/27603/22(3)
Open Tender
Civil Works - Roads
Item Rate
180 days
ERNAKULAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,950
₹50,000
3 Sept 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 |
|---|---|---|---|---|---|
| 1Drain reconstruction, Tile relaying | |||||
| 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 | OD79677/2026-2027:(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 | 1 | cum | - | - |
| 1.003 | OD79678/2026-2027: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 | - | sqm | - | - |
| 1.004 | 2.5.2.A:Dismantling of Structures 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.(II) By Mechanical Means (A) Cement Concrete | - | cum | - | - |
| 1.005 | 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 | 1 | cum | - | - |
| 1.006 | 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 | - | cum | - | - |
| 1.007 | 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) | - | cum | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 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 | 1 | cum | - | - |
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