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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹19.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹21.0 L+₹1.4 L (7.11%)Admitted-Fee/PreQual/Technical/Finance CHIRAPPATTU HOUSE THALACODE MULANTHURUTHY PIN 682314 | MULANTHURUTHY | ERNAKULAM | KERALA | 682314 | ₹21.0 L+₹1.4 L (7.11%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹21.6 L+₹2.0 L (10.4%)Admitted-Fee/PreQual/Technical/Finance | ₹21.6 L+₹2.0 L (10.4%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹21.7 L+₹2.2 L (11.1%)Admitted-Fee/PreQual/Technical/Finance | ₹21.7 L+₹2.2 L (11.1%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹24.7 L+₹5.1 L (26.0%)Admitted-Fee/PreQual/Technical/Finance | ₹24.7 L+₹5.1 L (26.0%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | VALIYAKATH ENTERPRISES L5 | P.A ANTONY L1 | BAIJU A A L3 | JUNAID C A L4 | Taiju Kuriachan L2 | HASEEM HAMZA L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Interlocking | |||||||||
| 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 | 68.8 | cum | 428.26 ₹29,464.29 | 339.82 ₹23,379.62 Lowest | 375.23 ₹25,815.82 | 377.48 ₹25,970.62 | 350 ₹24,080 | 441.5 ₹30,375.2 |
| 1.00 | OD105568/2026-2027:Taking out existing CC interlocking paver blocks from foot path and removal of rubbish etc | 572.04 | sqm | 137.66 ₹78,747.03 | 109.24 ₹62,489.65 | 120.62 ₹68,999.46 | 121.34 ₹69,411.33 | 100 ₹57,204 Lowest | 141.92 ₹81,183.92 |
| 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 | 23.74 | cum | 762.65 ₹18,103.79 | 605.17 ₹14,365.53 | 668.23 ₹15,862.44 | 672.24 ₹15,957.63 | 600 ₹14,242.8 Lowest | 786.24 ₹18,663.77 |
| 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 | 30.56 | cum | 8,731.42 ₹2,66,832.2 | 6,928.42 ₹2,11,732.52 Lowest | 7,650.34 ₹2,33,794.39 | 7,696.25 ₹2,35,197.4 | 7,000 ₹2,13,920 | 9,001.46 ₹2,75,084.62 |
| 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 62.59 | cum | 8,532.95 ₹5,34,043.21 | 6,770.94 ₹4,23,766.05 Lowest | 7,476.45 ₹4,67,921.1 | 7,521.32 ₹4,70,729.33 | 7,100 ₹4,44,360.6 | 8,796.86 ₹5,50,560.28 |
| 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) | 25.66 | cum | 8,911.13 ₹2,28,623.95 | 7,071.03 ₹1,81,414.35 Lowest | 7,807.8 ₹2,00,316.92 | 7,854.65 ₹2,01,518.9 | 7,500 ₹1,92,420 | 9,186.73 ₹2,35,694.74 |
| 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 | 25.56 | cum | 9,590.43 ₹2,45,131.39 | 7,610.05 ₹1,94,512.88 Lowest | 8,403 ₹2,14,780.68 | 8,453.42 ₹2,16,069.42 | 8,000 ₹2,04,480 | 9,887.04 ₹2,52,712.74 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.79 | tonne | 97,424.19 ₹1,74,389.3 | 77,306.6 ₹1,38,378.81 Lowest | 85,361.67 ₹1,52,797.39 | 85,873.9 ₹1,53,714.28 | 80,000 ₹1,43,200 | 1,00,437.31 ₹1,79,782.78 |
| 1.01 | OD85706/2026-2027:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed
with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and
cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).
Ordinary cement without any pigment | 95 | sqm | 1,192.63 ₹1,13,299.85 | 946.36 ₹89,904.2 Lowest | 1,044.97 ₹99,272.15 | 1,051.24 ₹99,867.8 | 1,100 ₹1,04,500 | 1,229.52 ₹1,16,804.4 |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
4 Aug 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
KOCHI MUNICIPAL CORPORATION
S-95/27 Kochangadi road,Darulsalam road,ammayimukk road maintenance in Div-06
2026_LSGD_862430_32
Kochi municipal Corporation CCPC3/27603/22(2)
Open Tender
Civil Works - Roads
Item Rate
180 days
ERNAKULAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,950
₹50,000
7 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 |
|---|---|---|---|---|---|
| 1Interlocking | |||||
| 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 | OD105568/2026-2027:Taking out existing CC interlocking paver blocks from foot path and removal of rubbish etc | 1 | sqm | - | - |
| 1.003 | 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 | 1 | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 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) | 0.4 | cum | - | - |
| 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) | 1 | cum | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.009 | OD85706/2026-2027:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed
with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and
cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).
Ordinary cement without any pigment | - | sqm | - | - |
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