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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹8.6 L+₹8,693.76 (1.02%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹8.9 L+₹39,711.01 (4.65%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹9.0 L+₹46,459.68 (5.44%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹9.1 L+₹53,954.37 (6.31%)Admitted-Fee/PreQual/Technical/Finance AMARAPURI MADAMPANA JUNCTION KARUMAM P O THIRUVANANTHAPURAM 695002 | THIRUVANANTHAPURAM | KERALA | 695002 | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SOMAN L L7 | K Chandran L2 | MAYFAIR J M L1 | N GNANA PRAKASH L6 | NAZARUDEEN L4 | REJITH R C L3 | DEEPU I S L5 | SATHEESAN ASSASRI S L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 755.92 | sqm | 12.69 ₹9,592.69 | 25 ₹18,898.13 | 16 ₹12,094.8 | 12.59 ₹9,517.1 | 8 ₹6,047.4 Lowest | 12.33 ₹9,320.56 | 12 ₹9,071.1 | 12.76 ₹9,645.6 |
| 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) | 117.15 | cum | 7,585.4 ₹8,88,659.95 | 7,000 ₹8,20,078 | 6,950 ₹8,14,220.3 Lowest | 7,524.8 ₹8,81,560.42 | 7,400 ₹8,66,939.6 | 7,371.3 ₹8,63,577.28 | 7,498 ₹8,78,420.69 | 7,625.49 ₹8,93,356.66 |
| 1.00 | OD126127/2026-2027:8 Specification Code: od1174960/2021_2022
od1174960/2021_2022 :Filling with contractor own earth (excluding rock) in open areas in layers not
exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and
lift up to 1.5 m as per direction of site Engineer-in-charge. | 55.1 | cum | 368.27 ₹20,292.05 | 400 ₹22,040.4 | 472 ₹26,007.67 | 365.33 ₹20,130.05 | 450 ₹24,795.45 | 357.87 ₹19,718.99 | 350 ₹19,285.35 Lowest | 370.22 ₹20,399.49 |
| 1.00 | OD84925/2026-2027:1.001-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 | 1,972.63 ₹1,972.63 | 2,500 ₹2,500 | 2,500 ₹2,500 | 1,956.87 ₹1,956.87 | 3,500 ₹3,500 | 1,916.95 ₹1,916.95 Lowest | 2,000 ₹2,000 | 1,983.06 ₹1,983.06 |
Tender Value
Refer Docs
EMD Value
₹29,660
Closing Date
23 Sept 2026, 4:00 pmClosed
Assistant Engineer
O/o Assistant Engineer, LIDEW Section, Karakulam GP
Annual Plan-Karakulam GP Project No 29/2026-27-Maintenance of MIR-Poyppara Road in Ward 6-General Civil Work
2026_LSGD_869626_7
T-03/AE/LIDEW/KKM/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Karakulam
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹29,660
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. | 755.93 | 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) | 117.15 | cum | - | - |
| 1.003 | OD126127/2026-2027:8 Specification Code: od1174960/2021_2022
od1174960/2021_2022 :Filling with contractor own earth (excluding rock) in open areas in layers not
exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and
lift up to 1.5 m as per direction of site Engineer-in-charge. | 55.1 | cum | - | - |
| 1.004 | OD84925/2026-2027:1.001-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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