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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.0 LAdmitted-Fee/PreQual/Technical/Finance 2000 13 10 13 12 2024 116 25 | PATHANAMTHITTA | KERALA | 689694 | ₹10.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹10.0 L+₹711.91 (0.07%)Admitted-Fee/PreQual/Technical/Finance KANDATHAL HOUSE ADIMALY | IDUKKI | KERALA | 685501 | ₹10.0 L+₹711.91 (0.07%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹10.1 L+₹12,142.26 (1.22%)Admitted-Fee/PreQual/Technical/Finance ASSISTANT ENGINEER KERALA | IDUKKI | KERALA | 685533 | ₹10.1 L+₹12,142.26 (1.22%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹11.2 L+₹1.3 L (12.8%)Admitted-Fee/PreQual/Technical/Finance ADIMALI G P | ₹11.2 L+₹1.3 L (12.8%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹12.0 L+₹2.1 L (20.8%)Admitted-Fee/PreQual/Technical/Finance | ₹12.0 L+₹2.1 L (20.8%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Adimali Labour Contract Cooperative Soceity L4 | SATHEESH.S L5 | Yeldhos Puthussery L1 | Jose Varghese Mathew L3 | Biju K.P. L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETING | ||||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 32.1 | cum | 59.15 ₹1,898.72 | 46 ₹1,476.6 Lowest | 66 ₹2,118.6 | 53.07 ₹1,703.55 | 52.47 ₹1,684.29 |
| 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. | 237 | sqm | 14.16 ₹3,355.92 | 6 ₹1,422 Lowest | 16 ₹3,792 | 12.71 ₹3,012.27 | 12.57 ₹2,979.09 |
| 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) | 131.85 | cum | 8,463.91 ₹11,15,966.53 | 9,100 ₹11,99,835 | 7,500 ₹9,88,875 Lowest | 7,593.62 ₹10,01,218.8 | 7,507.54 ₹9,89,869.15 |
| 1.00 | OD320917/2024-2025:Providing and Fixing Good Quality Granite Name Board with Lettering including all cost
,conveyance, Labour Charges etc.. Complete. | 1 | each | 2,778.98 ₹2,778.98 | 1,100 ₹1,100 Lowest | 1,500 ₹1,500 | 2,493.24 ₹2,493.24 | 2,464.98 ₹2,464.98 |
Tender Value
₹12.7 L
EMD Value
₹31,752
Closing Date
27 Jul 2026, 6:00 pmClosed
ASSI.EXECUTIVE ENGINEER
ASSI.EXECUTIVE ENGINEER LID EW DIVISION IDUKKI GP PAINAVU
Annual Plan-IDP 2024-25 - DEVIKULAM GP -CONSTRUCTION OF GUDARVILA NETTIKKUDI LOWER DIVISION ROAD -1063/2025-General Civil Work
2026_LSGD_860806_21
04/T/AEE/LID EW/IDK/2026-2027
Open Tender
Civil Works - Others
Item Rate
90 days
DEVIKULAM GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹31,752
Yes
29 Jul 2026
18 Jul 2026
29 Jul 2026
18 Jul 2026
27 Jul 2026
18 Jul 2026
18 Jul 2026 - 27 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD CONCRETING | |||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | - | cum | - | - |
| 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 | 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) | 1 | cum | - | - |
| 1.004 | OD320917/2024-2025:Providing and Fixing Good Quality Granite Name Board with Lettering including all cost
,conveyance, Labour Charges etc.. Complete. | - | each | - | - |
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