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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹6.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹7.1 L+₹56,015.89 (8.61%)Admitted-Fee/PreQual/Technical/Finance | ₹7.1 L+₹56,015.89 (8.61%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹7.4 L+₹86,306.06 (13.3%)Admitted-Fee/PreQual/Technical/Finance | ₹7.4 L+₹86,306.06 (13.3%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹7.6 L+₹1.1 L (17.3%)Admitted-Fee/PreQual/Technical/Finance KERALA KL | KOTTAYAM | KERALA | 686001 | ₹7.6 L+₹1.1 L (17.3%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | BAIJU A A L3 | A H NAZAR L1 | P H Zakeer L4 | K S SREEKUMAR L2 |
|---|---|---|---|---|---|---|---|
| 1.00DRAIN & TILE PAVING | |||||||
| 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 | 44.8 | cum | 384.06 ₹17,205.89 | 339.07 ₹15,190.34 Lowest | 397.79 ₹17,820.99 | 400 ₹17,920 |
| 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 | 6.4 | cum | 7,830.37 ₹50,114.37 | 6,913.12 ₹44,243.97 Lowest | 8,110.32 ₹51,906.05 | 7,500 ₹48,000 |
| 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 16.8 | cum | 7,652.39 ₹1,28,560.15 | 6,755.99 ₹1,13,500.63 Lowest | 7,925.97 ₹1,33,156.3 | 7,000 ₹1,17,600 |
| 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 | 9.72 | cum | 8,600.74 ₹83,599.19 | 7,593.25 ₹73,806.39 Lowest | 8,908.22 ₹86,587.9 | 9,000 ₹87,480 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.97 | tonne | 87,370.42 ₹84,924.05 | 77,135.85 ₹74,976.05 Lowest | 90,494.02 ₹87,960.19 | 1,00,000 ₹97,200 |
| 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) | 3.39 | cum | 7,991.54 ₹27,091.32 | 7,055.41 ₹23,917.84 Lowest | 8,277.24 ₹28,059.84 | 9,000 ₹30,510 |
| 1.01 | OD62807/2026-2027:Labour engaged for shifting and placing RCC slabs in position etc complete | 10 | each | 980.69 ₹9,806.9 | 865.81 ₹8,658.1 Lowest | 1,015.75 ₹10,157.5 | 1,100 ₹11,000 |
| 1.01 | 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. | 217.5 | sqm | 13.93 ₹3,029.78 | 12.3 ₹2,675.25 | 14.43 ₹3,138.53 | 5 ₹1,087.5 Lowest |
| 1.01 | OD62601/2026-2027: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 | 26.75 | cum | 2,852.93 ₹76,315.88 | 2,518.74 ₹67,376.3 | 2,954.93 ₹79,044.38 | 50 ₹1,337.5 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,200
Closing Date
4 Aug 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
KOCHI MUNICIPAL CORPORATION
S 181/27-Drain and Covering slab at Kunukkassery lanr and Chakkalakkal byelane, div 51
2026_LSGD_862430_15
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
₹2,010
₹21,200
10 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 |
|---|---|---|---|---|---|
| 1DRAIN & TILE PAVING | |||||
| 1.001 | 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 | 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | - | 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) | - | 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<br> 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 | OD62807/2026-2027:Labour engaged for shifting and placing RCC slabs in position etc complete | - | each | - | - |
| 1.008 | 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 | - | - |
| 1.009 | OD62601/2026-2027: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 | - | cum | - | - |
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