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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹9.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹9.9 L+₹39,613.05 (4.15%)Admitted-Fee/PreQual/Technical/Finance 1005 SUB TREASURY THODUPUZHA | IDUKKI | KERALA | 685501 | ₹9.9 L+₹39,613.05 (4.15%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | ABAS V I L1 | AKSHAY K R L2 |
|---|---|---|---|---|---|
| 1.00KODIKKULAM GP VANDAMATTOM KAPPATHOTTI ROAD CONCRETE 2025 WARD 9 | |||||
| 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. | 56.74 | sqm | 14.45 ₹819.97 Lowest | 15.04 ₹853.44 |
| 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 | 46.94 | cum | 398.45 ₹18,701.25 Lowest | 414.96 ₹19,476.15 |
| 1.00 | OD305468/2025-2026:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in
layers, leveling the top at site and consolidation by ramming, etc complete for improving the
CBR value of subgrade | 23.47 | cum | 855.15 ₹20,068.66 Lowest | 890.59 ₹20,900.37 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 103.68 | cum | 8,631.28 ₹8,94,891.11 Lowest | 8,988.96 ₹9,31,975.37 |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders 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. | 27.65 | cum | 586.92 ₹16,227.16 Lowest | 611.31 ₹16,901.5 |
| 1.01 | OD306782/2025-2026:Supplying and fixing Granite Name Board | 1 | each | 3,001.16 ₹3,001.16 Lowest | 3,215.53 ₹3,215.53 |
Tender Value
₹10.6 L
EMD Value
₹26,419
Closing Date
11 Jun 2026, 6:55 pmClosed
SECRETARY KODIKULAM GRAMA PANCHAYATH
SECRETARY KODIKULAM GRAMA PANCHAYATH
MLA-SDF-MLA SDF 25/26 KODIKKULAM GP VANDAMATTOM KAPPATHOTHOTTI ROAD CONCRETE WARD 09-CONCRETE-General Civil Work-AE
2026_DP_852677_2
01/SEC/GP/KDKLM/2026-27
Open Tender
Civil Works - Roads
Item Rate
KODIKKULAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹26,419
Yes
22 Aug 2026
25 May 2026
15 Jun 2026
25 May 2026
11 Jun 2026
25 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1KODIKKULAM GP VANDAMATTOM KAPPATHOTTI ROAD CONCRETE 2025 WARD 9 | |||||
| 1.001 | 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. | 1 | sqm | - | - |
| 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 | - | cum | - | - |
| 1.003 | OD305468/2025-2026:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in
layers, leveling the top at site and consolidation by ramming, etc complete for improving the
CBR value of subgrade | - | cum | - | - |
| 1.004 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.005 | 3.14:Construction of Subgrade and Earthen Shoulders 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. | 1 | cum | - | - |
| 1.006 | OD306782/2025-2026:Supplying and fixing Granite Name Board | - | each | - | - |
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