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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC NALAKATH HUB AREECODE MALAPPURAM 673639 | MALAPPURAM | KERALA | 673639 | L1 | Accepted-AOC L1 bidder | |
| 2 | L2₹1.8 Cr+₹5.6 L (3.27%)Rejected-Finance | L2 | Rejected-Finance L2 bidder |
| Sl No | Description | Qty | Unit | NALAKATH INFRASTRUCTURE LLP L1 | P. P. SIRAJUDHEEN L2 |
|---|---|---|---|---|---|
| 1.00Natural Football Turf | |||||
| 1.01 | 2.28.1Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | 9,600 | sqm | 34.35 ₹3,29,760 Lowest | 35.55 ₹3,41,316.19 |
| 1.02 | OD160389/2025-2026Filling 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) | 1,540 | cum | 438.73 ₹6,75,644.2 Lowest | 452 ₹6,96,080 |
| 1.03 | OD160381/2025-2026Consolidation of sub grade with power road roller of 8 to 12 tonne capacity with road roller including making good the undulations etc. including all cost of labour, hire charges, fuel, oil, etc. complete. ( Based on CPWD 16.1) | 8,214 | sqm | 3.45 ₹28,338.3 Lowest | 3.57 ₹29,284.96 |
| 1.04 | 2.8.1Earth work in excavation 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 soil as directed, within a lead of 50 m.All kinds of soil | 235.69 | cum | 350.23 ₹82,545.71 Lowest | 362.46 ₹85,428.14 |
| 1.05 | OD160529/2025-2026Providing and fixing HDPE pipes with 5 mm dia perforations, minimum 125 perforations per running metre, in trenches at required slope, as per specifications etc complete. The rate includes cost of all materials, conveyance charges, labour charges for covering the pipe with Geo Textile Cloth, labour charges for trenching carriage of surplus earth to a lead of 50m etc complete including jointing of pipes properly, etc. complete as per direction of Engineer-in-Charge 110 mm dia 6 Kgf/cm2. | 1,924 | metre | 695.54 ₹13,38,218.96 Lowest | 717 ₹13,79,508 |
| 1.06 | OD160564/2025-2026Providing, Laying, spreading and compacting stone aggregate of specified size 20mm downgraded metal as filter media around the drainage pipes in the sides of trench without damaging the drainage pipes as per the directions of Engineer-in-charge. Rate inclusive of all materials, transportation and labour charges complete. The work has to be executed as per detailed specifications, and or as approved by Engineer-in charge. | 217.41 | cum | 3,415.32 ₹7,42,531.55 Lowest | 3,530 ₹7,67,464.36 |
| 1.07 | OD160387/2025-2026Providing, laying and spreading of compacted fill with 40mm metal (Coarse Rubble Granite Stone) combined with a downgraded stone up to 30mm to form a contour and elevations in uniform thickness, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, as per Drawings. Rate inclusive of all materials, transportation and labour charges complete. The work has to be completed as per detailed specifications and or as approved by Engineer-incharge. | 616.05 | cum | 3,449.17 ₹21,24,861.18 Lowest | 3,560 ₹21,93,138 |
| 1.08 | OD160379/2025-2026Providing, laying and spreading of compacted fill with 20mm metal (Coarse Rubble Granite Stone) to form a contour and elevations in uniform thickness, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, as per Drawings. Rate inclusive of all materials, transportation and labour charges complete. The work has to be completed as per detailed specifications and or as approved by Engineer-in-charge. | 410.7 | cum | 3,611.42 ₹14,83,210.19 Lowest | 3,735 ₹15,33,964.5 |
| 1.09 | OD160392/2025-2026 Providing, laying and spreading of compacted fill with 10mm metal (Coarse Rubble
Granite Stone) to form a contour and elevations in uniform thickness, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, as per Drawings. Rate inclusive of all materials, transportation and labour charges complete. The work has to be completed as per detailed specifications and or as approved by Engineer | 205.35 | cum | 3,529.8 ₹7,24,844.43 Lowest | 3,651 ₹7,49,732.85 |
Tender Value
₹1.6 Cr
EMD Value
₹50,000
Closing Date
18 Feb 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
The Chief Engineer, Sports Kerala Foundation
Jimmy George Indoor Stadium, Vellayambalam, Thiruvananthapuram
Natural Football turf, Drainage and Kerb, Sump Tank, Inauguration Stone and Sign Board, Sprinkler system for Natural Football Turf, Pump Room Electrification
2025_SKF_819456_2
309/SKF/CE/2025-26
Open Tender
Civil Works - Others
Item Rate
270 days
Malappuram
Please refer tender document
11 documents required · 11 mandatory
₹5,900
₹50,000
30 Sept 2026
10 Feb 2026
20 Feb 2026
10 Feb 2026
18 Feb 2026
10 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Natural Football Turf | |||||
| 1.01 | 2.28.1Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | 9,600 | sqm | - | - |
| 1.02 | OD160389/2025-2026Filling 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) | 1,540 | cum | - | - |
| 1.03 | OD160381/2025-2026Consolidation of sub grade with power road roller of 8 to 12 tonne capacity with road roller including making good the undulations etc. including all cost of labour, hire charges, fuel, oil, etc. complete. ( Based on CPWD 16.1) | 8,214 | sqm | - | - |
| 1.04 | 2.8.1Earth work in excavation 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 soil as directed, within a lead of 50 m.All kinds of soil | 235.69 | cum | - | - |
| 1.05 | OD160529/2025-2026Providing and fixing HDPE pipes with 5 mm dia perforations, minimum 125 perforations per running metre, in trenches at required slope, as per specifications etc complete. The rate includes cost of all materials, conveyance charges, labour charges for covering the pipe with Geo Textile Cloth, labour charges for trenching carriage of surplus earth to a lead of 50m etc complete including jointing of pipes properly, etc. complete as per direction of Engineer-in-Charge 110 mm dia 6 Kgf/cm2. | 1,924 | metre | - | - |
| 1.06 | OD160564/2025-2026Providing, Laying, spreading and compacting stone aggregate of specified size 20mm downgraded metal as filter media around the drainage pipes in the sides of trench without damaging the drainage pipes as per the directions of Engineer-in-charge. Rate inclusive of all materials, transportation and labour charges complete. The work has to be executed as per detailed specifications, and or as approved by Engineer-in charge. | 217.41 | cum | - | - |
| 1.07 | OD160387/2025-2026Providing, laying and spreading of compacted fill with 40mm metal (Coarse Rubble Granite Stone) combined with a downgraded stone up to 30mm to form a contour and elevations in uniform thickness, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, as per Drawings. Rate inclusive of all materials, transportation and labour charges complete. The work has to be completed as per detailed specifications and or as approved by Engineer-incharge. | 616.05 | cum | - | - |
| 1.08 | OD160379/2025-2026Providing, laying and spreading of compacted fill with 20mm metal (Coarse Rubble Granite Stone) to form a contour and elevations in uniform thickness, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, as per Drawings. Rate inclusive of all materials, transportation and labour charges complete. The work has to be completed as per detailed specifications and or as approved by Engineer-in-charge. | 410.7 | cum | - | - |
| 1.09 | OD160392/2025-2026 Providing, laying and spreading of compacted fill with 10mm metal (Coarse Rubble
Granite Stone) to form a contour and elevations in uniform thickness, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, as per Drawings. Rate inclusive of all materials, transportation and labour charges complete. The work has to be completed as per detailed specifications and or as approved by Engineer | 205.35 | cum | - | - |
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