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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹4.5 L+₹5,575.99 (1.26%)Admitted-Fee/PreQual/Technical/Finance LSGD CHIRAYINKEEZHU | PALAKKAD | KERALA | 678001 | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹4.5 L+₹11,120.92 (2.51%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹4.6 L+₹15,614.48 (3.52%)Admitted-Fee/PreQual/Technical/Finance KULATHOOR GRAMA PANCHAYAT | KASARAGOD | KERALA | 670511 | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹4.7 L+₹26,152.82 (5.90%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Smijulal L1 | RUBY H L3 | Saji Sasi L2 | BINEESHCHANDRAN L5 | PRADEEP.N L6 | Anilkumar S L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETING | |||||||||
| 1.00 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 20.53 | cum | 1,492 ₹30,627.78 Lowest | 1,530 ₹31,407.84 | 1,511 ₹31,017.81 | 1,580.65 ₹32,447.58 | 1,807 ₹37,094.1 | 1,545.2 ₹31,719.87 |
| 1.00 | OD130300/2026-2027: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) | 31.06 | cum | 1,490 ₹46,279.4 | 1,527 ₹47,428.62 | 1,509 ₹46,869.54 | 1,578.13 ₹49,016.72 | 918 ₹28,513.08 Lowest | 1,542.73 ₹47,917.19 |
| 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) | 46.59 | cum | 7,820 ₹3,64,333.8 Lowest | 8,016 ₹3,73,465.44 | 7,918 ₹3,68,899.62 | 8,280.5 ₹3,85,788.5 | 9,482 ₹4,41,766.38 | 8,094.75 ₹3,77,134.4 |
| 1.00 | OD74639/2026-2027: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 | 2,400 ₹2,400 Lowest | 2,460 ₹2,460 | 2,430 ₹2,430 | 2,541 ₹2,541 | 2,900 ₹2,900 | 2,484 ₹2,484 |
Tender Value
₹5.5 L
EMD Value
₹13,866
Closing Date
30 Sept 2026, 6:00 pmClosed
Assistant Engineer
Assistant Engineer, LIDEW Section, Vakkom GP.
Proj No 106/27-Ayyanvilakam Nediyavila Road Concreting Ward 8 Vakkom GP
2026_LSGD_871800_2
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
₹1,225
Yes
₹13,866
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 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 20.53 | cum | - | - |
| 1.002 | OD130300/2026-2027: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) | 31.06 | 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) | 46.59 | cum | - | - |
| 1.004 | OD74639/2026-2027: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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