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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 LAccepted-AOC | ₹5.3 L | L1 | Accepted-AOC agreement executed |
| 2 | L2₹5.3 L+₹1,776.82 (0.33%)Rejected-AOC | ₹5.3 L+₹1,776.82 (0.33%) | L2 | Rejected-AOC EMD released |
| 3 | L3₹5.3 L+₹2,233.43 (0.42%)Rejected-AOC | ₹5.3 L+₹2,233.43 (0.42%) | L3 | Rejected-AOC EMD released |
| 4 | L4₹5.3 L+₹2,672.41 (0.50%)Rejected-AOC | ₹5.3 L+₹2,672.41 (0.50%) | L4 | Rejected-AOC EMD released |
| 5 | L5₹5.4 L+₹7,050.75 (1.33%)Rejected-AOC | ₹5.4 L+₹7,050.75 (1.33%) | L5 | Rejected-AOC EMD released |
| Sl No | Description | Qty | Unit | MOOSA M L3 | K S MOHANAN L8 | C KMUHAMMED NISAR L1 | MANIMA BUILDERS L4 | Usman ponnandi L5 | Muhammed Rahnas S L7 | THE MANANTHAVADY SC ST LABOUR CONTRACT CO OPERATIVE SOCIETY NO C397 L2 | ABDUL AZEEZ H L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 50.68 | cum | 60 ₹3,040.8 | 65.97 ₹3,343.36 | 59.18 ₹2,999.24 Lowest | 59.5 ₹3,015.46 | 59.96 ₹3,038.77 | 62.34 ₹3,159.39 | 59.37 ₹3,008.87 | 61 ₹3,091.48 |
| 1.00 | OD362288/2025-2026: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. | 137.56 | cum | 3,445 ₹4,73,894.2 | 3,740.73 ₹5,14,574.82 | 3,355.43 ₹4,61,572.95 Lowest | 3,372.3 ₹4,63,893.59 | 3,399.95 ₹4,67,697.12 | 3,534.99 ₹4,86,273.22 | 3,366.65 ₹4,63,116.37 | 3,497 ₹4,81,047.32 |
| 1.00 | OD362290/2025-2026: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 | 9.05 | cum | 6,000 ₹54,300 Lowest | 7,832.08 ₹70,880.32 | 7,025.38 ₹63,579.69 | 7,060.6 ₹63,898.43 | 7,118.5 ₹64,422.43 | 7,401.31 ₹66,981.86 | 7,048.87 ₹63,792.27 | 7,323 ₹66,273.15 |
| 1.00 | OD362289/2025-2026: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 | 2,500 ₹2,500 Lowest | 3,734.32 ₹3,734.32 | 3,349.69 ₹3,349.69 | 3,366.5 ₹3,366.5 | 3,394 ₹3,394 | 3,528.92 ₹3,528.92 | 3,360.88 ₹3,360.88 | 3,491 ₹3,491 |
Tender Value
₹5.9 L
EMD Value
₹14,813
Closing Date
16 Feb 2026, 6:00 pmClosed
Assistant Engineer
LID and EW Section Vellamunda GP Kattayad P O Wayanad 670731
Annual Plan-VGP 2025-26-PR NO-238 Thottolipadi -Kachetikkarakunnu Road side Protection- in Ward- 16 MGR RS-700000- Side Protection-General Civil Work
2026_LSGD_834692_1
VGP/2025-26/AE/LIDEW/PHASE13
Open Tender
Civil Works - Others
Item Rate
180 days
Vellamunda GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,310
Yes
₹14,813
Yes
19 Apr 2026
9 Feb 2026
18 Feb 2026
9 Feb 2026
16 Feb 2026
9 Feb 2026
SIDE PROTECTION WALL
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.
OD362288/2025-2026: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.
OD362290/2025-2026: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
OD362289/2025-2026: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
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