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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.0 LAdmitted-Fee/PreQual/Technical/Finance KATHANAPARAMBIL PUTHENVELIKKARA COCHI MUNICIPAL CORPORATION KOCHI | KOCHI | ERNAKULAM | KERALA | ₹15.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹15.0 L+₹1,849.94 (0.12%)Admitted-Fee/PreQual/Technical/Finance KERALA KL | KASARAGOD | KERALA | 670511 | ₹15.0 L+₹1,849.94 (0.12%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹15.8 L+₹79,238.89 (5.30%)Admitted-Fee/PreQual/Technical/Finance | ₹15.8 L+₹79,238.89 (5.30%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹16.1 L+₹1.1 L (7.32%)Admitted-Fee/PreQual/Technical/Finance | ₹16.1 L+₹1.1 L (7.32%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | AJAS K A L2 | BAIJU A A L3 | BENEESH KR L1 | K S SREEKUMAR L4 |
|---|---|---|---|---|---|---|---|
| 1.00Tile relaying and drain work | |||||||
| 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 | 8.88 | cum | 707 ₹6,274.63 | 731.12 ₹6,488.69 | 694 ₹6,159.25 Lowest | 745 ₹6,611.88 |
| 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 | 90.8 | cum | 405 ₹36,774 | 410.55 ₹37,277.94 | 389 ₹35,321.2 Lowest | 418 ₹37,954.4 |
| 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 | 20 | cum | 8,050 ₹1,61,000 | 8,370.46 ₹1,67,409.2 | 7,951 ₹1,59,020 Lowest | 8,532 ₹1,70,640 |
| 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) | 46.9 | cum | 7,900 ₹3,70,510 | 8,180.2 ₹3,83,651.38 | 7,770 ₹3,64,413 Lowest | 8,338 ₹3,91,052.2 |
| 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 | 26.87 | cum | 8,800 ₹2,36,429.6 | 9,193.96 ₹2,47,014.12 | 8,734 ₹2,34,656.38 Lowest | 9,372 ₹2,51,797.52 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 3.46 | tonne | 90,000 ₹3,11,040 | 93,396.65 ₹3,22,778.82 | 88,726 ₹3,06,637.06 Lowest | 95,214 ₹3,29,059.58 |
| 1.01 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 22.8 | cum | 15 ₹342 Lowest | 604.75 ₹13,788.3 | 574 ₹13,087.2 | 616 ₹14,044.8 |
| 1.01 | OD75066/2026-2027: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 manually to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 30.6 | cum | 3,005 ₹91,953 | 3,055.2 ₹93,489.12 | 2,901 ₹88,770.6 Lowest | 3,114 ₹95,288.4 |
| 1.01 | OD51831/2026-2027: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 | 204 | sqm | 1,000 ₹2,04,000 Lowest | 1,078.99 ₹2,20,113.96 | 1,024 ₹2,08,896 | 1,099 ₹2,24,196 |
Tender Value
₹16.9 L
EMD Value
₹42,400
Closing Date
5 Aug 2026, 6:00 pmClosed
EXECUTIVE ENGINEER
KOCHI MUNICIPAL CORPORATION
S.123/27 Raising of drain and Tile Laying of Pallathuparambu Road, Tile laying of Kalappurakkal Road, Drain construction of Vivekananda Byroad
2026_LSGD_862430_11
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
10 Aug 2026
28 Jul 2026
6 Aug 2026
28 Jul 2026
5 Aug 2026
28 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Tile relaying and drain work | |||||
| 1.001 | 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 | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 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 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | - | cum | - | - |
| 1.008 | OD75066/2026-2027: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 manually to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | - | cum | - | - |
| 1.009 | OD51831/2026-2027: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 | - | - |
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