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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹51.7 LAccepted-AOC | ₹51.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹51.8 L+₹2,982.93 (0.06%)Rejected-Finance | ₹51.8 L+₹2,982.93 (0.06%) | L2 | Rejected-Finance L2 |
| 3 | L3₹52.0 L+₹26,581.24 (0.51%)Rejected-Finance | ₹52.0 L+₹26,581.24 (0.51%) | L3 | Rejected-Finance L3 |
| 4 | L4₹53.3 L+₹1.6 L (3.10%)Rejected-Finance | ₹53.3 L+₹1.6 L (3.10%) | L4 | Rejected-Finance L4 |
| 5 | L5₹55.9 L+₹4.2 L (8.10%)Rejected-Finance | ₹55.9 L+₹4.2 L (8.10%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | M.A IQBAL L7 | B.M ABDUL RAHIMAN L3 | MOHAMMED SIYAB T M L6 | ANANDAN T L1 | AHMAD FAROOK K L2 | MADHU PONNAN L5 | MOHAMMED SABIR E K L4 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00BUILDING | ||||||||||
| 1.00 | 5.33.2.1:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement
All work above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum | 95.3 | cum | 11,646.33 ₹11,09,848.66 | 10,021.39 ₹9,54,998.38 | 11,439.64 ₹10,90,151.93 | 9,562.37 ₹9,11,255.61 Lowest | 9,975.79 ₹9,50,652.88 | 10,800 ₹10,29,196.8 | 10,279.75 ₹9,79,619.06 |
| 1.00 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 205.18 | sqm | 908.84 ₹1,86,472.16 | 782.03 ₹1,60,453.79 | 892.71 ₹1,83,162.67 | 778.09 ₹1,59,645.39 Lowest | 778.47 ₹1,59,723.36 | 840 ₹1,72,347.84 | 802.19 ₹1,64,590.14 |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 240.92 | sqm | 687.47 ₹1,65,625.27 | 591.55 ₹1,42,516.23 | 675.27 ₹1,62,686.05 | 588.57 ₹1,41,798.28 Lowest | 588.86 ₹1,41,868.15 | 635 ₹1,52,984.2 | 606.8 ₹1,46,190.26 |
| 1.00 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 106.56 | sqm | 920.91 ₹98,132.17 | 792.42 ₹84,440.28 | 904.56 ₹96,389.91 | 788.43 ₹84,015.1 Lowest | 788.81 ₹84,055.59 | 855 ₹91,108.8 | 812.85 ₹86,617.3 |
| 1.00 | 5.9.7:Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases) | 20.22 | sqm | 743.26 ₹15,028.72 | 639.56 ₹12,931.9 | 730.07 ₹14,762.02 | 636.34 ₹12,866.79 Lowest | 636.65 ₹12,873.06 | 690 ₹13,951.8 | 656.05 ₹13,265.33 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 331.45 | sqm | 866.21 ₹2,87,105.3 | 745.35 ₹2,47,046.26 | 850.84 ₹2,82,010.92 | 741.6 ₹2,45,803.32 Lowest | 741.96 ₹2,45,922.64 | 800 ₹2,65,160 | 764.57 ₹2,53,416.73 |
| 1.01 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | 68 | metre | 205.57 ₹13,978.76 | 176.89 ₹12,028.52 | 201.93 ₹13,731.24 | 176 ₹11,968 Lowest | 176.09 ₹11,974.12 | 190 ₹12,920 | 181.45 ₹12,338.6 |
| 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 | 9,891.87 | kilogram | 101.31 ₹10,02,145.75 | 87.17 ₹8,62,274.66 | 99.51 ₹9,84,340.38 | 86.11 ₹8,51,789.27 Lowest | 86.78 ₹8,58,416.83 | 92 ₹9,10,052.41 | 89.42 ₹8,84,531.37 |
| 1.01 | OD335705/2025-2026: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. | 87.04 | cum | 6,309.47 ₹5,49,182.58 | 5,429.15 ₹4,72,558.65 | 6,197.49 ₹5,39,435.73 | 5,412.66 ₹4,71,123.34 | 5,404.44 ₹4,70,407.86 Lowest | 5,860 ₹5,10,060.26 | 5,569.11 ₹4,84,740.9 |
Tender Value
₹63.1 L
EMD Value
₹50,000
Closing Date
22 Jul 2026, 6:00 pmClosed
EXECUTIVE ENGINEER
Office of the Executive Engineer LID AND EW DIVISION, KASARAGOD P.O. VIDYANAGAR
Construction of Lab Building
2026_LSGD_855192_1
20/2026-27
Open Tender
Civil Works - Buildings
Item Wise
365 days
KODOM BELOOR
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
19 Aug 2026
14 Jul 2026
24 Jul 2026
14 Jul 2026
22 Jul 2026
14 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1BUILDING | |||||
| 1.001 | 5.33.2.1:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement
All work above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum | 0.4 | cum | - | - |
| 1.002 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 0.4 | sqm | - | - |
| 1.003 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 1 | sqm | - | - |
| 1.004 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | - | sqm | - | - |
| 1.005 | 5.9.7:Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases) | 1 | sqm | - | - |
| 1.006 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 1 | sqm | - | - |
| 1.007 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | - | metre | - | - |
| 1.008 | 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 | 0.6 | kilogram | - | - |
| 1.009 | OD335705/2025-2026: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. | 0.4 | cum | - | - |
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