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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.2 LAdmitted-Fee/PreQual/Technical/Finance | ₹13.2 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹14.8 L+₹1.7 L (12.6%)Admitted-Fee/PreQual/Technical/Finance | ₹14.8 L+₹1.7 L (12.6%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | A H NAZAR L1 | K S MOHAMED ALI L2 |
|---|---|---|---|---|---|
| 1.00construction of drain | |||||
| 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 | 74.58 | cum | 343.05 ₹25,584.67 Lowest | 386.31 ₹28,811 |
| 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 | 6.6 | cum | 6,994.13 ₹46,161.26 Lowest | 7,876.28 ₹51,983.45 |
| 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 18.7 | cum | 6,835.16 ₹1,27,817.49 Lowest | 7,697.25 ₹1,43,938.58 |
| 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 | 12.1 | cum | 7,682.23 ₹92,924.25 Lowest | 8,651.16 ₹1,04,644.43 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.93 | tonne | 78,039.79 ₹1,50,304.64 Lowest | 87,882.65 ₹1,69,261.98 |
| 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) | 3.23 | cum | 7,138.09 ₹23,041.75 Lowest | 8,038.39 ₹25,947.92 |
| 1.01 | OD86132/2026-2027:Supplying and fixing FRP manhole cover with outer frame 600x600mm size load capacity 15 tone Unit = sqm Taking output = 1750 sqm | 4 | each | 2,925.62 ₹11,702.48 Lowest | 3,294.62 ₹13,178.48 |
| 1.01 | OD104122/2026-2027:Providing and laying of interlocking concrete block pavements using 80mm M40 grade hydraulic blocks of approved size, design and shape, laid in required pattern and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc. all complete as per the direction of Engineer in charge. | 36 | sqm | 901.58 ₹32,456.88 Lowest | 1,015.29 ₹36,550.44 |
| 1.01 | OD104352/2026-2027:Providing and Laying of Interlocking Concrete Block Pavements using 60/80 mm DEPARTMENT PAVERBLOCKS, laid in required pattern over and including a compacted bed of 6mm stoneaggregate of 50mm average thickness, etc. all complete as per the direction of Engineer-incharge. | 31.2 | sqm | 238.18 ₹7,431.22 Lowest | 268.22 ₹8,368.46 |
Tender Value
₹16.9 L
EMD Value
₹42,400
Closing Date
4 Aug 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
KOCHI MUNICIPAL CORPORATION
S - 26/27 DIV 4 - DRAIN RENOVATION FROM PHC TO COMMUNITY HALL RENOVATION OF 8 CULVERTS DRAIN CONSTRUCTION FROMA KARIPPALAM GROUND TO HOMEO DISPENSARY TILE PAVING AT LITTLE FLOWER COLONY
2026_LSGD_862430_2
Kochi municipal Corporation CCPC3/27603/22(2)
Open Tender
Civil Works - Canal
Item Rate
180 days
ERNAKULAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,950
₹42,400
11 Aug 2026
28 Jul 2026
6 Aug 2026
28 Jul 2026
4 Aug 2026
28 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1construction of drain | |||||
| 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 | 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 | 1 | 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 1 | cum | - | - |
| 1.004 | 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 | - | cum | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.006 | 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 | - | - |
| 1.007 | OD86132/2026-2027:Supplying and fixing FRP manhole cover with outer frame 600x600mm size load capacity 15 tone Unit = sqm Taking output = 1750 sqm | - | each | - | - |
| 1.008 | OD104122/2026-2027:Providing and laying of interlocking concrete block pavements using 80mm M40 grade hydraulic blocks of approved size, design and shape, laid in required pattern and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc. all complete as per the direction of Engineer in charge. | - | sqm | - | - |
| 1.009 | OD104352/2026-2027:Providing and Laying of Interlocking Concrete Block Pavements using 60/80 mm DEPARTMENT PAVERBLOCKS, laid in required pattern over and including a compacted bed of 6mm stoneaggregate of 50mm average thickness, etc. all complete as per the direction of Engineer-incharge. | 1 | sqm | - | - |
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