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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹4.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹4.6 L+₹1,699.07 (0.37%)Admitted-Fee/PreQual/Technical/Finance KANNUR | KERALA | 670511 | ₹4.6 L+₹1,699.07 (0.37%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Mathew Varghese L2 | SUDHAKARAN K K L1 |
|---|---|---|---|---|---|
| 1.00Protection wall | |||||
| 1.00 | OD89223/2026-2027:Ring Bund Type II- Putting up ring bund with earth filled gunny bags of top width 0.75 m,
bottom width 1.50 m and height 1.50 m and filling in between earth to form ring bund and
maintaining the same leak proof till the completion of the work and clearing the site by
dismantling the bund after completion of the work etc complete | 3 | metre | 9,050 ₹27,150 Lowest | 10,061.75 ₹30,185.25 |
| 1.00 | OD89224/2026-2027:Bailing out water using 5 HP Pump-Bailing out water with 5 HP Engine and pump set including
conveyance to site and erection, cost of fuel, lubrication oil and other stores, pay off staff etc
complete. Modified 60.2.2 | 18 | hour | 300 ₹5,400 Lowest | 425.48 ₹7,658.64 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 48.12 | cum | 350 ₹16,843.4 Lowest | 395.58 ₹19,036.89 |
| 1.00 | OD545714/2025-2026:DRY RUBBLE MASONRY with hard stone, in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 98.06 | cum | 3,800 ₹3,72,643.2 | 3,727.56 ₹3,65,539.44 Lowest |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 2.27 | cum | 8,800 ₹19,976 | 8,560.57 ₹19,432.49 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.11 | tonne | 1,00,000 ₹11,400 | 89,991.83 ₹10,259.07 Lowest |
| 1.01 | OD545720/2025-2026:Supplying and fixing in place granite nameboard of slab area less than 0.90 sqm including
engraving and painting letters etc. complete as per direction of engineer in charge at site | 0.42 | sqm | 9,117.36 ₹3,829.29 | 8,169.15 ₹3,431.04 Lowest |
Tender Value
₹5.1 L
EMD Value
₹12,710
Closing Date
10 Jul 2026, 4:00 pmClosed
AE VADAVUCODE BP
OFFICE OF AEE VADAVUCODE BP
VBP S0153/25-26-Construction of protection wall for Eruppachira Pancode thodu in Aikkaranad GP
2026_LSGD_858628_3
No.06/2026-27/LID-EW/VBP
Open Tender
Civil Works - Others
Item Rate
180 days
VADAVUCODE BP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,125
Yes
₹12,710
Yes
13 Jul 2026
3 Jul 2026
13 Jul 2026
3 Jul 2026
10 Jul 2026
3 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Protection wall | |||||
| 1.001 | OD89223/2026-2027:Ring Bund Type II- Putting up ring bund with earth filled gunny bags of top width 0.75 m,
bottom width 1.50 m and height 1.50 m and filling in between earth to form ring bund and
maintaining the same leak proof till the completion of the work and clearing the site by
dismantling the bund after completion of the work etc complete | - | metre | - | - |
| 1.002 | OD89224/2026-2027:Bailing out water using 5 HP Pump-Bailing out water with 5 HP Engine and pump set including
conveyance to site and erection, cost of fuel, lubrication oil and other stores, pay off staff etc
complete. Modified 60.2.2 | - | hour | - | - |
| 1.003 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | - | cum | - | - |
| 1.004 | OD545714/2025-2026:DRY RUBBLE MASONRY with hard stone, in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 0.6 | cum | - | - |
| 1.005 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.006 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.007 | OD545720/2025-2026:Supplying and fixing in place granite nameboard of slab area less than 0.90 sqm including
engraving and painting letters etc. complete as per direction of engineer in charge at site | 1 | sqm | - | - |
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