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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹74,839.70Accepted-AOC | ₹74,839.70 | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | PV SUKUMARAN L1 |
|---|---|---|---|---|
| 1.00Footpath Construction from Ozhinjavalapp Shavapparamb Road to Khaleej Quarters | ||||
| 1.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 0.6 | cum | 338 ₹202.80 |
| 1.00 | OD24303/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest
size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
(Modified 50.6.7.1) | 1.8 | cum | 5,756 ₹10,360.80 |
| 1.00 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 26.35 | cum | 686 ₹18,076.10 |
| 1.00 | OD24258/2025-2026:DRY PAVING-Paving with dressed laterite stones 0.35 x 0.20 x 0.20 m including hand packing and cost and conveyance of all materials and all labour charges etc. complete for footpath | 15.4 | cum | 3,000 ₹46,200 |
Tender Value
₹75,036
EMD Value
₹1,876
Closing Date
22 Sept 2025, 11:00 amClosed
Assistant Engineer, LIDEW Section, Kanhangad Munic
Assistant Engineer, LIDEW Section, Kanhangad Munic
Annual Plan-KMC PRO NO.259/26-Footpath Construction from Ozhinjavalapp Shavapparamb Road to Khaleej Quarters(RE-TENDER)
2025_LSGD_777170_57
02/2025/TN/AE/LIDEW/KMC
Open Tender
Civil Works - Roads
180 days
KANHANGAD
Please refer Tender documents.
9 documents required · 9 mandatory
₹555
Yes
₹1,876
Yes
23 Dec 2025
15 Sept 2025
23 Sept 2025
15 Sept 2025
22 Sept 2025
15 Sept 2025
Amount
Footpath Construction from Ozhinjavalapp Shavapparamb Road to Khaleej Quarters
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
OD24303/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. (Modified 50.6.7.1)
50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
OD24258/2025-2026:DRY PAVING-Paving with dressed laterite stones 0.35 x 0.20 x 0.20 m including hand packing and cost and conveyance of all materials and all labour charges etc. complete for footpath
Bidder Name
PV SUKUMARAN
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