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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.8 LAccepted-AOC | L1 | Accepted-AOC LI | |
| 2 | L2₹18.0 L+₹15,566.55 (0.87%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹18.5 L+₹65,452.93 (3.68%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹18.9 L+₹1.1 L (6.31%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹19.7 L+₹1.9 L (10.5%)Rejected-Finance | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | Nidhin L2 | PADMANABHAN P V L3 | AHMAD FAROOK K L1 | NASIR K A L5 | Santo Benny L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00DINING HALL CONSTRUCTION | ||||||||
| 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 | 22.95 | cum | 500 ₹11,475 | 211.1 ₹4,844.75 | 203.61 ₹4,672.85 Lowest | 224.91 ₹5,161.68 | 216 ₹4,957.2 |
| 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 | 60.72 | cum | 700 ₹42,501.9 | 537.9 ₹32,659.67 | 518.82 ₹31,501.19 Lowest | 573.1 ₹34,796.91 | 552 ₹33,515.78 |
| 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. | 75.37 | cum | 400 ₹30,149.6 | 260.95 ₹19,668.85 | 251.69 ₹18,970.88 Lowest | 278.03 ₹20,956.23 | 268 ₹20,200.23 |
| 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) | 21.38 | cum | 4,800 ₹1,02,643.2 Lowest | 6,500.09 ₹1,38,997.92 | 6,269.49 ₹1,34,066.77 | 6,925.47 ₹1,48,094.25 | 6,679 ₹1,42,823.74 |
| 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 | 59.84 | sqm | 450 ₹26,928 | 316.41 ₹18,933.97 | 305.18 ₹18,261.97 Lowest | 337.11 ₹20,172.66 | 325 ₹19,448 |
| 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) | 21.01 | cum | 9,000 ₹1,89,054 | 8,594.35 ₹1,80,532.92 | 8,289.45 ₹1,74,128.19 Lowest | 9,156.78 ₹1,92,347.32 | 8,831 ₹1,85,503.99 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 90.72 | sqm | 600 ₹54,432 Lowest | 826.39 ₹74,970.1 | 797.07 ₹72,310.19 | 880.47 ₹79,876.24 | 849 ₹77,021.28 |
| 1.01 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 7.78 | cum | 9,000 ₹69,984 Lowest | 10,465.34 ₹81,378.48 | 10,094.06 ₹78,491.41 | 11,150.21 ₹86,704.03 | 10,753 ₹83,615.33 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 102.44 | sqm | 600 ₹61,466.4 Lowest | 625.1 ₹64,037.74 | 602.92 ₹61,765.54 | 666.01 ₹68,228.73 | 642 ₹65,769.05 |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
20 Aug 2026, 6:00 pmClosed
Assistant Execurtive Engineer
Office of the Executive Engineer LID AND EW DIVISION, KASARAGOD P.O. VIDYANAGAR
Construction of Dining Hall
2026_LSGD_864265_1
37/2026-27
Open Tender
Civil Works - Buildings
Item Wise
270 days
CHEEMENI
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
7 Oct 2026
13 Aug 2026
22 Aug 2026
13 Aug 2026
20 Aug 2026
13 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1DINING HALL CONSTRUCTION | |||||
| 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 | 1 | cum | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 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. | 0.6 | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 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) | - | cum | - | - |
| 1.007 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 1 | sqm | - | - |
| 1.008 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.009 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 0.6 | sqm | - | - |
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