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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.2 LAdmitted-Fee/PreQual/Technical/Finance | ₹34.2 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹35.0 L+₹80,644.02 (2.36%)Admitted-Fee/PreQual/Technical/Finance | ₹35.0 L+₹80,644.02 (2.36%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹35.8 L+₹1.7 L (4.85%)Admitted-Fee/PreQual/Technical/Finance | ₹35.8 L+₹1.7 L (4.85%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹37.4 L+₹3.3 L (9.62%)Admitted-Fee/PreQual/Technical/Finance | ₹37.4 L+₹3.3 L (9.62%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | N A ABDULJALEEL L3 | EXCELSIOR ENTERPRISES L2 | Varghese A K L1 | AFKAR T ABDUL RAHIMAN L4 |
|---|---|---|---|---|---|---|---|
| 1.00Road and Drain | |||||||
| 1.00 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | 0.01 | Hectare | 51,800 ₹362.6 | 47,000 ₹329 Lowest | 50,000 ₹350 | 54,155 ₹379.09 |
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 640 | sqm | 17 ₹10,880 | 16 ₹10,240 Lowest | 30 ₹19,200 | 18 ₹11,520 |
| 1.00 | 2.5.2.B:Dismantling of Structures<br> 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.<br> (II) By Mechanical Means <br>(B) Reinforced Cement Concrete | 29.25 | cum | 1,723 ₹50,397.75 | 1,600 ₹46,800 Lowest | 1,650 ₹48,262.5 | 1,801 ₹52,679.25 |
| 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 | 61.8 | cum | 485 ₹29,973 | 450 ₹27,810 Lowest | 475 ₹29,355 | 508 ₹31,394.4 |
| 1.00 | OD1899/2026-2027:Engaging labour for cleaning of debris of side drainage and disposing the waste using adequate tools and equipment including slab removal and replacement. | 20 | each | 1,240 ₹24,800 | 1,200 ₹24,000 | 1,150 ₹23,000 Lowest | 1,296 ₹25,920 |
| 1.01 | OD2241/2026-2027:Granular sub base with local material (table 400.13) by mix in place method normal.Construction og granular sub base by providing local mateial spreading on prepared surface,mixing by mix in place method wothrotavator at onceand compacting withsmooth wheel roller to achieve the desired densitycomplete as per clause 401.4 as per technicalspecification clause 408 | 127.02 | cum | 2,619 ₹3,32,665.38 Lowest | 2,700 ₹3,42,954 | 2,900 ₹3,68,358 | 2,739 ₹3,47,907.78 |
| 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 | 35.7 | cum | 9,901 ₹3,53,465.7 | 9,390 ₹3,35,223 | 9,100 ₹3,24,870 Lowest | 10,352 ₹3,69,566.4 |
| 1.01 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 109.12 | cum | 10,465 ₹11,41,993.13 | 10,350 ₹11,29,443.75 | 9,600 ₹10,47,600 Lowest | 10,942 ₹11,94,045.75 |
| 1.01 | 11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25 | 26.12 | cum | 11,403 ₹2,97,800.75 | 10,203 ₹2,66,461.55 Lowest | 10,500 ₹2,74,218 | 11,922 ₹3,11,354.95 |
Tender Value
₹32.6 L
EMD Value
₹50,000
Closing Date
15 Jul 2026, 6:00 pmClosed
Executive Engineer
Harbour Engineering Department Division office Munambam Ernakulam
GENERAL Upgradation of Coastal Road in Ernakulam District Construction and Improvements to Avukadarkutty Naha Road Fisheries Colony Road in ward 12 of Kumbalam GP in Thrippunithura LAC General Civil Work
2026_HED_859732_1
HED/CEHED/146/2026-2027
Open Tender
Civil Works - Roads
Item Rate
Kumbalam panchayath Thrippunithura
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
20 Jul 2026
8 Jul 2026
17 Jul 2026
8 Jul 2026
15 Jul 2026
8 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road and Drain | |||||
| 1.001 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | - | Hectare | - | - |
| 1.002 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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 | - | - |
| 1.003 | 2.5.2.B:Dismantling of Structures<br> 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.<br> (II) By Mechanical Means <br>(B) Reinforced Cement Concrete | - | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | OD1899/2026-2027:Engaging labour for cleaning of debris of side drainage and disposing the waste using adequate tools and equipment including slab removal and replacement. | - | each | - | - |
| 1.006 | OD2241/2026-2027:Granular sub base with local material (table 400.13) by mix in place method normal.Construction og granular sub base by providing local mateial spreading on prepared surface,mixing by mix in place method wothrotavator at onceand compacting withsmooth wheel roller to achieve the desired densitycomplete as per clause 401.4 as per technicalspecification clause 408 | 1 | cum | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.009 | 11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25 | 1 | cum | - | - |
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