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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹76.2 LAccepted-AOC | ₹76.2 L | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹80.3 L+₹4.1 L (5.39%)Rejected-Finance | ₹80.3 L+₹4.1 L (5.39%) | L2 | Rejected-Finance L2 bidder |
| 3 | L3₹84.0 L+₹7.8 L (10.3%)Rejected-Finance EDAVANNUR P O KANNUR | KANNUR | KANNUR | KERALA | ₹84.0 L+₹7.8 L (10.3%) | L3 | Rejected-Finance L3 bidder |
| 4 | L4₹84.8 L+₹8.6 L (11.3%)Rejected-Finance | ₹84.8 L+₹8.6 L (11.3%) | L4 | Rejected-Finance L4 bidder |
| Sl No | Description | Qty | Unit | M.V. RAMESHAN L1 | VIJESH. K L3 | O C ULLASAN L2 | KUNHIMAHIN KUTTI HAJI CONSTRUCTION PRIVATE LIMITED L4 |
|---|---|---|---|---|---|---|---|
| 1.00Ground Development Works, Retaining wall, Sports equipments | |||||||
| 1.01 | 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 | 2,975 | cum | 480.92 ₹14,30,737 Lowest | 530.22 ₹15,77,404.5 | 506.83 ₹15,07,819.25 | 522 ₹15,52,950 |
| 1.02 | 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 | 167.62 | cum | 609.64 ₹1,02,190.9 Lowest | 672.13 ₹1,12,665.79 | 642.48 ₹1,07,695.71 | 650 ₹1,08,956.25 |
| 1.03 | 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) | 33.52 | cum | 7,367.01 ₹2,46,979.01 | 8,122.22 ₹2,72,297.43 | 7,763.87 ₹2,60,283.74 | 6,690 ₹2,24,282.25 Lowest |
| 1.04 | 60.7.1DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 290.4 | cum | 3,708.59 ₹10,76,974.54 Lowest | 4,088.77 ₹11,87,378.81 | 3,908.36 ₹11,34,987.74 | 4,500 ₹13,06,800 |
| 1.05 | 5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 94.5 | sqm | 708.46 ₹66,949.47 Lowest | 781.09 ₹73,813.01 | 746.62 ₹70,555.59 | 750 ₹70,875 |
| 1.06 | 5.1.2 Specification 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) | 29.3 | cum | 9,740.57 ₹2,85,350 | 10,739.1 ₹3,14,601.93 | 10,265.26 ₹3,00,720.79 | 8,814 ₹2,58,206.13 Lowest |
| 1.07 | 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 | 2,783.03 | kilogram | 104.41 ₹2,90,575.64 | 115.11 ₹3,20,354.01 | 110.03 ₹3,06,216.24 | 95 ₹2,64,387.38 Lowest |
| 1.08 | OD226051/2025-2026 Filling with available excavated earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering and rolling every 3rd and top most layer with power roller of minimum 8 tonnes, for all leads including all lifts involved, all cost of materials, labour charges, hire charges for machineries, conveyance, etc.complete as per the direction of Engineer-in-charge. (Based on DSR item no.50.2.26.1 and 2.2.1) | 3,142.62 | cum | 36.85 ₹1,15,805.73 Lowest | 40.63 ₹1,27,684.85 | 38.84 ₹1,22,059.56 | 54 ₹1,69,701.75 |
| 1.09 | OD225460/2025-2026 Filling with contractor's own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering and rolling every 3rd and top most layer with power roller of minimum 8 tonnes, for all leads including all lifts involved, all cost of materials, labour charges, hire charges for machineries, conveyance, etc.complete as per the direction of Engineer-in-charge. | 9,222.38 | cum | 418.47 ₹38,59,287.27 Lowest | 461.37 ₹42,54,927.15 | 441.01 ₹40,67,159.6 | 467 ₹43,06,849.12 |
Tender Value
₹76.6 L
EMD Value
₹50,000
Closing Date
12 Mar 2026, 3:00 pmClosed
The Chief Engineer, Sports Kerala Foundation
Jimmy George Indoor Stadium, Vellayambalam, Thiruvananthapuram
Ground Development Works, Retaining wall, Sports equipments and Inauguration Stone
2026_SKF_839111_2
529/SKF/CE/2025-26
Open Tender
Civil Works - Others
Item Rate
180 days
Kannur
Please refer tender document
6 documents required · 6 mandatory
₹2,950
₹50,000
30 Jun 2026
4 Mar 2026
13 Mar 2026
4 Mar 2026
12 Mar 2026
4 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Ground Development Works, Retaining wall, Sports equipments | |||||
| 1.01 | 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 | - | - |
| 1.02 | 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 | - | cum | - | - |
| 1.03 | 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 | - | - |
| 1.04 | 60.7.1DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 1 | cum | - | - |
| 1.05 | 5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
| 1.06 | 5.1.2 Specification 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 | - | - |
| 1.07 | 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 | - | kilogram | - | - |
| 1.08 | OD226051/2025-2026 Filling with available excavated earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering and rolling every 3rd and top most layer with power roller of minimum 8 tonnes, for all leads including all lifts involved, all cost of materials, labour charges, hire charges for machineries, conveyance, etc.complete as per the direction of Engineer-in-charge. (Based on DSR item no.50.2.26.1 and 2.2.1) | - | cum | - | - |
| 1.09 | OD225460/2025-2026 Filling with contractor's own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering and rolling every 3rd and top most layer with power roller of minimum 8 tonnes, for all leads including all lifts involved, all cost of materials, labour charges, hire charges for machineries, conveyance, etc.complete as per the direction of Engineer-in-charge. | - | cum | - | - |
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