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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.4 LAccepted-AOC | ₹12.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹14.0 L+₹1.6 L (12.5%)Rejected-Finance | ₹14.0 L+₹1.6 L (12.5%) | L2 | Rejected-Finance L2 |
| 3 | L3₹14.1 L+₹1.7 L (13.3%)Rejected-Finance | ₹14.1 L+₹1.7 L (13.3%) | L3 | Rejected-Finance L3 |
| 4 | L4₹15.2 L+₹2.7 L (22.0%)Rejected-Finance | ₹15.2 L+₹2.7 L (22.0%) | L4 | Rejected-Finance L4 |
| 5 | L5₹16.7 L+₹4.3 L (34.3%)Rejected-Finance | ₹16.7 L+₹4.3 L (34.3%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | MAVUNGAL MUHAMMED L3 | MOHAMMED SIYAB T M L1 | ADUKATH VEETIL SREEDHARAN L4 | AHMAD FAROOK K L2 | JOJI AUGUSTINE L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF OPEN STAGE AT PARAKKALAYI AUP SCHOOL | ||||||||
| 1.00 | 2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock | 26.72 | cum | 452.1 ₹12,081.92 | 399 ₹10,662.88 Lowest | 487 ₹13,014.59 | 448.94 ₹11,997.47 | 536.43 ₹14,335.56 |
| 1.00 | OD28030/2026-2027: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. | 8.93 | cum | 5,306.6 ₹47,393.24 | 4,714.7 ₹42,106.99 Lowest | 5,718 ₹51,067.46 | 5,269.43 ₹47,061.28 | 6,298.37 ₹56,250.74 |
| 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 | 28.37 | cum | 636.75 ₹18,063.96 | 561.97 ₹15,942.53 Lowest | 686 ₹19,461.13 | 632.3 ₹17,937.72 | 755.62 ₹21,436.18 |
| 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. | 12.22 | cum | 278.02 ₹3,397.4 | 245.37 ₹2,998.42 Lowest | 299 ₹3,653.78 | 276.08 ₹3,373.7 | 329.34 ₹4,024.53 |
| 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) | 13.12 | cum | 6,925.46 ₹90,882.81 | 6,112.03 ₹80,208.17 Lowest | 7,462 ₹97,923.83 | 6,876.96 ₹90,246.35 | 8,219.39 ₹1,07,863.05 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 24.12 | sqm | 337.11 ₹8,131.09 | 297.52 ₹7,176.18 Lowest | 363 ₹8,755.56 | 334.75 ₹8,074.17 | 399.84 ₹9,644.14 |
| 1.01 | 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 | 1,558.08 | kilogram | 98.14 ₹1,52,909.97 | 86.62 ₹1,34,960.89 Lowest | 105 ₹1,63,598.4 | 97.46 ₹1,51,850.48 | 115.65 ₹1,80,191.95 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 64.8 | sqm | 880.46 ₹57,053.81 | 777.05 ₹50,352.84 Lowest | 948 ₹61,430.4 | 874.3 ₹56,654.64 | 1,044.22 ₹67,665.46 |
| 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) | 13.55 | cum | 9,156.78 ₹1,24,056.06 | 8,081.25 ₹1,09,484.78 Lowest | 9,867 ₹1,33,678.12 | 9,092.64 ₹1,23,187.09 | 10,868.5 ₹1,47,246.44 |
Tender Value
₹15.2 L
EMD Value
₹37,944
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 Open Stage
2026_LSGD_855178_1
13/2026-27
Open Tender
Civil Works - Buildings
Item Wise
180 days
KODOM BELOOR
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹37,944
Yes
1 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 |
|---|---|---|---|---|---|
| 1CONSTRUCTION OF OPEN STAGE AT PARAKKALAYI AUP SCHOOL | |||||
| 1.001 | 2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock | - | cum | - | - |
| 1.002 | OD28030/2026-2027: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. | 1 | cum | - | - |
| 1.003 | 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 | 1 | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 1 | sqm | - | - |
| 1.009 | 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 | - | - |
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