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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹2.3 L+₹3,485.41 (1.56%)Admitted-Fee/PreQual/Technical/Finance NIL | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹2.3 L+₹6,920.61 (3.09%)Admitted-Fee/PreQual/Technical/Finance CHANDRAVILASAM PANACHIKKADU P O KOTTAYAM | KOTTAYAM | KOTTAYAM | KERALA | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹2.4 L+₹13,442.92 (6.01%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | NIL L2 | C KMUHAMMED NISAR L1 | ookkadan Aboobacker L4 | SURESH L3 |
|---|---|---|---|---|---|---|---|
| 1.00SIDE PROTECTION WALL | |||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 16.63 | cum | 59 ₹981.29 | 58.19 ₹967.82 Lowest | 61.68 ₹1,025.86 | 59 ₹981.29 |
| 1.00 | OD526934/2025-2026:DRY RUBBLE MASONRY with hard stone, Without Through/Bond 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. | 61.68 | cum | 3,350 ₹2,06,617.95 | 3,299.32 ₹2,03,492.16 Lowest | 3,497.58 ₹2,15,720.24 | 3,403 ₹2,09,886.83 |
| 1.00 | OD526936/2025-2026:providing concrete for plain concrete in TOP belt concrete in DR Retainning walls complete as per drawings and direction of Enginners-in charge.P.C.C grade M10, nominal mix 1:3:6 | 2.31 | cum | 7,055 ₹16,297.05 | 6,907.89 ₹15,957.23 Lowest | 7,322.99 ₹16,916.11 | 7,127 ₹16,463.37 |
| 1.00 | OD526935/2025-2026:Providing and fixing NAME BOARD fixed over MS sheeting ,2 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M -15 grade cement concrete 450 mm X 450 mm X 600 mm ,600 mm below ground level as per drawings and technical specification clause 1701.600 mm x 450 mm Rectangular | 1 | each | 3,300 ₹3,300 | 3,293.67 ₹3,293.67 Lowest | 3,491.59 ₹3,491.59 | 3,300 ₹3,300 |
Tender Value
₹2.5 L
EMD Value
₹6,341
Closing Date
9 Sept 2026, 2:00 pmClosed
Assistant Engineer
LID and EW Section Vellamunda GP Kattayad P O Wayanad 670731
Annual Plan-VGP 2025-26-PR NO-103/25 Malayil Ammedpadi Road Side Protection in Ward-5 MGR RS- 300000-Road Side Protection-General Civil Work
2026_LSGD_867174_1
VGP/2026-27/AE/LIDEW/PHASE1
Open Tender
Civil Works - Others
Item Rate
180 days
Vellamunda GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
Yes
₹6,341
Yes
9 Oct 2026
2 Sept 2026
10 Sept 2026
2 Sept 2026
9 Sept 2026
2 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SIDE PROTECTION WALL | |||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | - | cum | - | - |
| 1.002 | OD526934/2025-2026:DRY RUBBLE MASONRY with hard stone, Without Through/Bond 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. | 1 | cum | - | - |
| 1.003 | OD526936/2025-2026:providing concrete for plain concrete in TOP belt concrete in DR Retainning walls complete as per drawings and direction of Enginners-in charge.P.C.C grade M10, nominal mix 1:3:6 | - | cum | - | - |
| 1.004 | OD526935/2025-2026:Providing and fixing NAME BOARD fixed over MS sheeting ,2 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M -15 grade cement concrete 450 mm X 450 mm X 600 mm ,600 mm below ground level as per drawings and technical specification clause 1701.600 mm x 450 mm Rectangular | - | each | - | - |
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