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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.0 LAccepted-Finance | ₹20.0 L | L1 | Accepted-Finance L1 |
| 2 | L2₹20.9 L+₹89,864.09 (4.49%)Rejected-Finance | ₹20.9 L+₹89,864.09 (4.49%) | L2 | Rejected-Finance L2 |
| 3 | L3₹21.2 L+₹1.2 L (5.80%)Rejected-Finance | ₹21.2 L+₹1.2 L (5.80%) | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | Wilson E J L3 | JOBY NJ L1 | MOHAMMED SABIR E K L2 |
|---|---|---|---|---|---|---|
| 1.00Public Library Building | ||||||
| 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 | 41.51 | cum | 338.41 ₹14,048.75 | 321.1 ₹13,330.15 Lowest | 338.41 ₹14,048.75 |
| 1.00 | 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) | 9.77 | cum | 7,462.79 ₹72,896.53 | 7,000 ₹68,376 Lowest | 7,462.79 ₹72,896.53 |
| 1.00 | OD199068/2024-2025: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. | 5.73 | cum | 5,756.65 ₹32,962.58 | 5,400 ₹30,920.4 Lowest | 5,756.65 ₹32,962.58 |
| 1.00 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 4,727.28 | kilogram | 105.54 ₹4,98,917.66 | 98.6 ₹4,66,110.3 Lowest | 100 ₹4,72,728.5 |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 39.06 | sqm | 363.27 ₹14,189.33 | 344.85 ₹13,469.84 Lowest | 363.27 ₹14,189.33 |
| 1.01 | 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) | 17.5 | cum | 9,867.22 ₹1,72,646.75 | 9,373.65 ₹1,64,010.75 Lowest | 9,867.22 ₹1,72,646.75 |
| 1.01 | OD199069/2024-2025::Laterate 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. | 30.78 | cum | 6,586.77 ₹2,02,721.02 | 6,256.7 ₹1,92,562.46 Lowest | 6,586.77 ₹2,02,721.02 |
| 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. | 39.54 | cum | 299.6 ₹11,846.18 | 284.05 ₹11,231.34 Lowest | 299.6 ₹11,846.18 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 86.4 | sqm | 948.78 ₹81,974.59 | 900.6 ₹77,811.84 Lowest | 948.78 ₹81,974.59 |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
22 Jun 2026, 6:00 pmClosed
EXECUTIVE ENGINEER
Office of the Executive Engineer LID AND EW DIVISION, KASARAGOD P.O. VIDYANAGAR
CONSTRUCTION OF BUILDING
2026_LSGD_849257_2
03/2026-27
Open Tender
Civil Works - Buildings
Item Wise
365 days
EAST ELERI
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
7 Aug 2026
12 Jun 2026
24 Jun 2026
12 Jun 2026
22 Jun 2026
12 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Public Library Building | |||||
| 1.001 | 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 | - | - |
| 1.002 | 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 | - | - |
| 1.003 | OD199068/2024-2025: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 | - | - |
| 1.004 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 1 | kilogram | - | - |
| 1.005 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.006 | 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) | 1 | cum | - | - |
| 1.007 | OD199069/2024-2025::Laterate 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. | - | cum | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | - | sqm | - | - |
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