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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 LAdmitted-Fee/PreQual/Technical/Finance AMARAPURI MADAMPANA JUNCTION KARUMAM P O THIRUVANANTHAPURAM 695002 | THIRUVANANTHAPURAM | KERALA | 695002 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹6.5 L+₹304.70 (0.05%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹6.8 L+₹30,598.26 (4.69%)Admitted-Fee/PreQual/Technical/Finance KUNDAKASSERIL KOTHAVARA PO HARIKUMAR VAIKOM | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹7.0 L+₹45,614.22 (6.99%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹7.1 L+₹56,374.97 (8.64%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | N SASI L4 | NAZARUDEEN L2 | VINOD R L3 | SATHEESAN ASSASRI S L5 | DEEPU I S L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Concrete | ||||||||
| 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. | 597.65 | sqm | 12.85 ₹7,679.8 | 7 ₹4,183.55 Lowest | 12.58 ₹7,518.44 | 13.06 ₹7,805.31 | 9 ₹5,378.85 |
| 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) | 89.65 | cum | 7,683.17 ₹6,88,780.82 | 7,200 ₹6,45,465.6 Lowest | 7,517.95 ₹6,73,969.18 | 7,801.46 ₹6,99,385.29 | 7,200 ₹6,45,465.6 Lowest |
| 1.00 | OD31309/2026-2027:1.001-Specification code: OD181881/2023-2024
Specification Code: od1174929/2021_2022
od1174929/2021_2022 :Supplying and Fixing Information board 75x60 cm using GI pipes as
post and MS
sheet surrounded by MS angles including painting, lettering and fixing in position as per
direction of e-i--c.
(MoRD) | 1 | each | 1,998.05 ₹1,998.05 | 3,500 ₹3,500 | 1,955.09 ₹1,955.09 Lowest | 2,028.82 ₹2,028.82 | 2,000 ₹2,000 |
Tender Value
Refer Docs
EMD Value
₹22,219
Closing Date
23 Sept 2026, 4:00 pmClosed
Assistant Engineer
O/o Assistant Engineer, LIDEW Section, Karakulam GP
Annual Plan-Karakulam GP Project No. 32/27 Maintenance of Plavila -8th Stone Road in Ward 8- -General Civil Work
2026_LSGD_869626_8
T-03/AE/LIDEW/KKM/2026-27
Open Tender
Civil Works - Roads
Item Rate
300 days
Karakulam
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,960
Yes
₹22,219
Yes
7 Oct 2026
15 Sept 2026
25 Sept 2026
15 Sept 2026
23 Sept 2026
15 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Concrete | |||||
| 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. | 597.65 | sqm | - | - |
| 1.002 | 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) | 89.65 | cum | - | - |
| 1.003 | OD31309/2026-2027:1.001-Specification code: OD181881/2023-2024
Specification Code: od1174929/2021_2022
od1174929/2021_2022 :Supplying and Fixing Information board 75x60 cm using GI pipes as
post and MS
sheet surrounded by MS angles including painting, lettering and fixing in position as per
direction of e-i--c.
(MoRD) | 1 | each | - | - |
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