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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.5 LAccepted-AOC KOYADAN CHOYIKUNIMAL MULLAKODI PO MAYYIL KANNUR PIN 670602 | MAYYIL | KANNUR | KERALA | 670602 | ₹33.5 L | L1 | Accepted-AOC First lowest and 6.9 percentage below of estimated rate |
| 2 | L2₹34.2 L+₹68,467.43 (2.04%)Rejected-AOC CP HOUSE ALATHODI PERUVALATHUPARAMBA IRIKKUR | IRIKKUR | KANNUR | KERALA | ₹34.2 L+₹68,467.43 (2.04%) | L2 | Rejected-AOC Second lowest and 5 percentage below of estimated rate |
| Sl No | Description | Qty | Unit | Soman nambiar L1 | JALEEL. C.P. L2 |
|---|---|---|---|---|---|
| 1.00CIVIL WORKS | |||||
| 1.00 | 2.31 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 385 | SQM | 15.87 ₹6,108.41 Lowest | 16.12 ₹6,206.2 |
| 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 | 21.7 | cum | 313.92 ₹6,810.41 Lowest | 318.95 ₹6,919.62 |
| 1.00 | 2.9.1 Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock | 24.87 | cum | 572.87 ₹14,249.67 Lowest | 582.06 ₹14,478.16 |
| 1.00 | 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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. | 29.38 | cum | 277.92 ₹8,165.54 Lowest | 282.38 ₹8,296.61 |
| 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 | 4.83 | cum | 636.51 ₹3,074.34 Lowest | 646.72 ₹3,123.66 |
| 1.01 | 50.6.3.2 Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete | 3.95 | cum | 7,763.14 ₹30,656.63 Lowest | 7,887.68 ₹31,148.45 |
| 1.01 | OD175860/2025/2026 Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 48.94 | cum | 5,572.05 ₹2,72,718.32 Lowest | 5,661.44 ₹2,77,093.52 |
| 1.01 | OD184632/2025/2025Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | 44.98 | cum | 6,342.11 ₹2,85,267.88 Lowest | 6,443.85 ₹2,89,844.37 |
| 1.01 | 4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 14.22 | cum | 6,922.74 ₹98,434.44 Lowest | 7,033.83 ₹1,00,014.03 |
Tender Value
₹36.0 L
EMD Value
₹50,000
Closing Date
21 Mar 2026, 5:00 pmClosed
Regional Engineer
Regional Engineer KSHB Kozhikode Chakkorathukulam 673006
Laterite masonry work tile work finishing work
2026_KSHB_835516_3
KSHB/RE/KKD/05/2026-27
Open Tender
Civil Works - Buildings
Item Rate
Pattuvam
PWD Contractor with B class license
6 documents required · 6 mandatory
₹2,950
Yes
₹50,000
Yes
30 Jun 2026
13 Mar 2026
23 Mar 2026
13 Mar 2026
21 Mar 2026
13 Mar 2026
13 Mar 2026 - 21 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CIVIL WORKS | |||||
| 0.999 | 2.31 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | - | SQM | - | - |
| 0.000 | 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 | - | cum | - | - |
| 0.999 | 2.9.1 Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock | 1 | cum | - | - |
| 0.000 | 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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. | - | cum | - | - |
| 0.999 | 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 | - | cum | - | - |
| 0.000 | 50.6.3.2 Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete | 1 | cum | - | - |
| 0.999 | OD175860/2025/2026 Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | - | cum | - | - |
| 0.000 | OD184632/2025/2025Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | 1 | cum | - | - |
| 0.999 | 4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 1 | cum | - | - |
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