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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.8 LAdmitted-Fee/PreQual/Technical/Finance MARATHANAMETHIL HOUSE THOTTILANGADI P O IRUVATTI 673639 | IRUVATTI | MALAPPURAM | KERALA | 673639 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹14.6 L+₹1.8 L (14.4%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹14.7 L+₹1.9 L (14.5%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹14.7 L+₹1.9 L (15.2%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹15.3 L+₹2.4 L (19.1%)Admitted-Fee/PreQual/Technical/Finance PERUMAMATTEM PINARMUNDA KUNNATHUNADU ERANAKULAM | ERNAKULAM | KERALA | 680667 | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | ABDUSALAM L1 | Abdul Manaf L5 | SHIBIN P. L3 | ANVER MUNEER P L4 | FASIL PALLIKKAL L6 | MUHAMMED SHAMSEER P L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Ground Development work | |||||||||
| 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 | 864 | cum | 382.91 ₹3,30,834.24 | 400 ₹3,45,600 | 438.62 ₹3,78,967.68 | 440.95 ₹3,80,977.42 | 400 ₹3,45,600 | 250 ₹2,16,000 Lowest |
| 1.02 | OD395374/2025-2026 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) | 800 | cum | 29.34 ₹23,472 Lowest | 290 ₹2,32,000 | 33.61 ₹26,888 | 33.79 ₹27,031.32 | 40 ₹32,000 | 36 ₹28,800 |
| 1.03 | OD395397/2025-2026 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 as per the direction of site Engineer-in-charge. ( Based on DSR Item No. 50.2.26.1 and 2.2.1) | 233.25 | cum | 333.19 ₹77,716.57 | 410 ₹95,632.5 | 381.66 ₹89,022.2 | 383.69 ₹89,494.6 | 100 ₹23,325 Lowest | 100 ₹23,325 Lowest |
| 1.04 | OD395377/2025-2026 Supplying and stacking sieved red earth at site for measurement including royalty and carriage upto 5 k.m. lead,all labour charges for stacking, loading and unloading etc complete.(Based on CPWD 30.2.2 & 30.2.4.3) | 248.8 | cum | 722.32 ₹1,79,713.22 | 400 ₹99,520 Lowest | 827.39 ₹2,05,854.63 | 831.79 ₹2,06,948.81 | 1,000 ₹2,48,800 | 1,000 ₹2,48,800 |
| 1.05 | OD395400/2025-2026 Supplying and stacking sieved sand at site for measurement including cost of sand, carriage upto 5 k.m. lead,all labour charges for stacking,loading and unloading etc complete (Based on CPWD 30.2.2 & 30.2.4.3). | 62.2 | cum | 2,234.58 ₹1,38,990.88 | 800 ₹49,760 Lowest | 2,559.64 ₹1,59,209.61 | 2,573.24 ₹1,60,055.58 | 3,000 ₹1,86,600 | 3,200 ₹1,99,040 |
| 1.06 | OD395399/2025-2026 Mixing Departmentally supplied sieved red earth and sieved sand in the required proportion specified or directed by the officer - in- charge including all cost of labour charges, hire charges of machinaries, etc. complete.(Based on CPWD 30.2.9) | 311 | cum | 40.01 ₹12,443.11 Lowest | 50 ₹15,550 | 45.83 ₹14,253.13 | 46.07 ₹14,328.36 | 49 ₹15,239 | 49 ₹15,239 |
| 1.07 | OD395376/2025-2026 Spreading of mixed Departmentally supplied sieved red earth and sieved sand in the required thickness as per direction of officer - in- charge including all cost of labour charges, hire charges of machineries etc. complete.(Based on CPWD 30.2.8) | 311 | cum | 57.38 ₹17,845.18 Lowest | 60 ₹18,660 | 65.73 ₹20,442.03 | 66.08 ₹20,549.81 | 75 ₹23,325 | 71 ₹22,081 |
| 1.08 | OD395378/2025-2026 Consolidation of subgrade with power road roller of 8 to 12 tonne capacity with road roller including making good the undulations etc.including all cost of labour charges, hire charges ,fuel,oil etc. complete.(Based on CPWD 16.1) | 1,555 | sqm | 2.62 ₹4,074.1 Lowest | 30 ₹46,650 | 3 ₹4,665 | 3.01 ₹4,684.83 | 5 ₹7,775 | 3 ₹4,665 |
| 1.09 | OD395430/2025-2026 Supply and Installation of Fixed type 7's Football Goal Post (3.65m x 1.80m x 1.20m) made of pipe 10cm dia G.I. pipe with nylon net as per the direction of Engineer in Charge including all cost of materilas, labour charges, conveyance, etc. complete. | 1 | pair | 20,125 ₹20,125 | 15,000 ₹15,000 Lowest | 23,052.5 ₹23,052.5 | 23,175 ₹23,175 | 25,000 ₹25,000 | 25,000 ₹25,000 |
Tender Value
₹15.9 L
EMD Value
₹39,770
Closing Date
6 Oct 2026, 3:00 pmClosed
The Chief Engineer, Sports Kerala Foundation
Jimmy George Indoor Stadium, Vellayambalam, Thiruvananthapuram
Ground Development work and Fencing
2026_SKF_874127_1
169/SKF/CE/2026-27
Open Tender
Civil Works - Others
Item Rate
180 days
Malappuram
Please refer tender document
6 documents required · 6 mandatory
₹2,950
₹39,770
10 Oct 2026
28 Sept 2026
8 Oct 2026
28 Sept 2026
6 Oct 2026
28 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Ground Development work | |||||
| 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 | 864 | cum | - | - |
| 1.02 | OD395374/2025-2026 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) | 800 | cum | - | - |
| 1.03 | OD395397/2025-2026 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 as per the direction of site Engineer-in-charge. ( Based on DSR Item No. 50.2.26.1 and 2.2.1) | 233.25 | cum | - | - |
| 1.04 | OD395377/2025-2026 Supplying and stacking sieved red earth at site for measurement including royalty and carriage upto 5 k.m. lead,all labour charges for stacking, loading and unloading etc complete.(Based on CPWD 30.2.2 & 30.2.4.3) | 248.8 | cum | - | - |
| 1.05 | OD395400/2025-2026 Supplying and stacking sieved sand at site for measurement including cost of sand, carriage upto 5 k.m. lead,all labour charges for stacking,loading and unloading etc complete (Based on CPWD 30.2.2 & 30.2.4.3). | 62.2 | cum | - | - |
| 1.06 | OD395399/2025-2026 Mixing Departmentally supplied sieved red earth and sieved sand in the required proportion specified or directed by the officer - in- charge including all cost of labour charges, hire charges of machinaries, etc. complete.(Based on CPWD 30.2.9) | 311 | cum | - | - |
| 1.07 | OD395376/2025-2026 Spreading of mixed Departmentally supplied sieved red earth and sieved sand in the required thickness as per direction of officer - in- charge including all cost of labour charges, hire charges of machineries etc. complete.(Based on CPWD 30.2.8) | 311 | cum | - | - |
| 1.08 | OD395378/2025-2026 Consolidation of subgrade with power road roller of 8 to 12 tonne capacity with road roller including making good the undulations etc.including all cost of labour charges, hire charges ,fuel,oil etc. complete.(Based on CPWD 16.1) | 1,555 | sqm | - | - |
| 1.09 | OD395430/2025-2026 Supply and Installation of Fixed type 7's Football Goal Post (3.65m x 1.80m x 1.20m) made of pipe 10cm dia G.I. pipe with nylon net as per the direction of Engineer in Charge including all cost of materilas, labour charges, conveyance, etc. complete. | 1 | pair | - | - |
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