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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAdmitted-Fee/PreQual/Technical/Finance LSGD CHIRAYINKEEZHU | PALAKKAD | KERALA | 678001 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹4.1 L+₹2,071.07 (0.50%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹4.2 L+₹5,082 (1.24%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹4.3 L+₹15,171.71 (3.69%)Admitted-Fee/PreQual/Technical/Finance KULATHOOR GRAMA PANCHAYAT | KASARAGOD | KERALA | 670511 | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹4.3 L+₹20,314.42 (4.94%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | RUBY H L5 | Smijulal L3 | Anilkumar S L4 | BINEESHCHANDRAN L2 | Saji Sasi L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Road Concreting | ||||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 244.93 | sqm | 14 ₹3,428.95 | 13.4 ₹3,282 | 13.74 ₹3,365.27 | 13.32 ₹3,262.4 | 13.25 ₹3,245.26 Lowest |
| 1.00 | OD129943/2026-2027: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 (Derived from DAR 51.2.3) | 30.3 | cum | 1,583 ₹47,964.9 | 1,527.6 ₹46,286.28 | 1,564.72 ₹47,411.02 | 1,516.65 ₹45,954.5 | 1,509.08 ₹45,725.12 Lowest |
| 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) | 45.45 | cum | 8,309 ₹3,77,644.05 | 8,016 ₹3,64,327.2 | 8,210.11 ₹3,73,149.5 | 7,957.88 ₹3,61,685.65 | 7,918 ₹3,59,873.1 Lowest |
| 1.00 | OD52063/2026-2027:S/F Name board of size 75*60 cm size using GI pipe as post and 1 mm thick MS sheet surrounded by MS angles including painting, lettering and fixing in concrete etc. as per directions of Engineer-in-charge. | 1 | each | 2,550 ₹2,550 | 2,460 ₹2,460 | 2,519.4 ₹2,519.4 | 2,442 ₹2,442 | 2,430 ₹2,430 Lowest |
Tender Value
₹5.1 L
EMD Value
₹12,695
Closing Date
30 Sept 2026, 6:00 pmClosed
Assistant Engineer
Assistant Engineer, LIDEW Section, Vakkom GP.
Proj No 93/27 -Kayalvaram Annavila Road Concreting Ward -7-Vakkom GP
2026_LSGD_871800_4
01/2026-27/AE/LSGD/VKM
Open Tender
Civil Works - Roads
Item Rate
180 days
Vakkom GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,120
Yes
₹12,695
Yes
5 Oct 2026
22 Sept 2026
5 Oct 2026
22 Sept 2026
30 Sept 2026
22 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Concreting | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 244.93 | sqm | - | - |
| 1.002 | OD129943/2026-2027: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 (Derived from DAR 51.2.3) | 30.3 | cum | - | - |
| 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) | 45.45 | cum | - | - |
| 1.004 | OD52063/2026-2027:S/F Name board of size 75*60 cm size using GI pipe as post and 1 mm thick MS sheet surrounded by MS angles including painting, lettering and fixing in concrete etc. as per directions of Engineer-in-charge. | 1 | each | - | - |
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