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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹57.1 LAccepted-AOC | ₹57.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹64.0 L+₹6.9 L (12.0%)Rejected-Finance | ₹64.0 L+₹6.9 L (12.0%) | L2 | Rejected-Finance L2 |
| 3 | L3₹64.0 L+₹6.9 L (12.0%)Rejected-Finance | ₹64.0 L+₹6.9 L (12.0%) | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | SALY PAUL KANNANTHANAM L2 | Michle vp L1 | SHOJI A J L3 |
|---|---|---|---|---|---|---|
| 1.00Toilet Building (4 blocks) | ||||||
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 152 | cum | 240.45 ₹36,548.4 | 214.63 ₹32,623.76 Lowest | 240.45 ₹36,548.4 |
| 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 | 91.45 | cum | 335.74 ₹30,704.09 | 299.68 ₹27,406.34 Lowest | 335.74 ₹30,704.09 |
| 1.00 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 87.7 | cum | 7,787.26 ₹6,82,911.55 | 6,950.91 ₹6,09,567 Lowest | 7,787.26 ₹6,82,911.55 |
| 1.00 | OD473905/2025-2026: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. (MOD 50.6.7.1 of DAR) | 43.95 | cum | 6,496.02 ₹2,85,532.56 | 5,798.35 ₹2,54,866.47 Lowest | 6,496.02 ₹2,85,532.56 |
| 1.00 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 13.29 | cum | 9,789.52 ₹1,30,073.35 | 8,738.13 ₹1,16,103.53 Lowest | 9,789.52 ₹1,30,073.35 |
| 1.01 | 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. | 73.2 | cum | 297.24 ₹21,759.45 | 265.32 ₹19,422.75 Lowest | 297.24 ₹21,759.45 |
| 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) | 12.51 | cum | 7,404.03 ₹92,617.01 | 6,608.84 ₹82,669.98 Lowest | 7,404.03 ₹92,617.01 |
| 1.01 | OD473960/2025-2026:Laterite neatly dressed stones of size 35x20x20cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including cost of materials labour charges etc. complete. (MOD 50.6.7.2 of DAR) | 84.02 | cum | 7,319.61 ₹6,14,964.35 | 6,533.48 ₹5,48,916.86 Lowest | 7,319.61 ₹6,14,964.35 |
| 1.01 | 6.3.1:Brick work with common burnt clay machine moulded perforated bricks of classdesignation 12.5 conforming to IS: 2222 in superstructure above plinth level up tofloor five level in cement mortar 1:6 (1 cement : 6 coarse sand):With F.P.S. ( non modular ) bricks | 5.22 | cum | 9,399.08 ₹49,063.2 | 8,389.62 ₹43,793.82 Lowest | 9,399.08 ₹49,063.2 |
Tender Value
₹64.0 L
EMD Value
₹50,000
Closing Date
16 Mar 2026, 2:00 pmClosed
Assistant Engineer
O/O Assistant Engineer LID and EW Section Kottiyoor GP
Annual Plan-Kottiyoor GP- 311/25-26-Construction of toilet complex at kottiyoor kshethra nagari-General Civil Work
2026_LSGD_845374_3
AE/LSGD/KTR/ETN/07/2025-26
Open Tender
Civil Works - Others
Item Rate
240 days
KOTTIYOOR GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
2 Sept 2026
9 Mar 2026
17 Mar 2026
9 Mar 2026
16 Mar 2026
9 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Toilet Building (4 blocks) | |||||
| 1.001 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | - | cum | - | - |
| 1.002 | 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 | 0.8 | cum | - | - |
| 1.003 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 0.4 | cum | - | - |
| 1.004 | OD473905/2025-2026: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. (MOD 50.6.7.1 of DAR) | 1 | cum | - | - |
| 1.005 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.006 | 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. | 1 | cum | - | - |
| 1.007 | 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) | - | cum | - | - |
| 1.008 | OD473960/2025-2026:Laterite neatly dressed stones of size 35x20x20cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including cost of materials labour charges etc. complete. (MOD 50.6.7.2 of DAR) | 0.4 | cum | - | - |
| 1.009 | 6.3.1:Brick work with common burnt clay machine moulded perforated bricks of classdesignation 12.5 conforming to IS: 2222 in superstructure above plinth level up tofloor five level in cement mortar 1:6 (1 cement : 6 coarse sand):With F.P.S. ( non modular ) bricks | 1 | cum | - | - |
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