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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAdmitted-Fee/PreQual/Technical/Finance | ₹2.3 Cr | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹2.3 Cr+₹3.8 L (1.67%)Admitted-Fee/PreQual/Technical/Finance BEVINJA KASARAGOD | ₹2.3 Cr+₹3.8 L (1.67%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹2.6 Cr+₹28.6 L (12.4%)Admitted-Fee/PreQual/Technical/Finance | ₹2.6 Cr+₹28.6 L (12.4%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹2.6 Cr+₹29.5 L (12.9%)Admitted-Fee/PreQual/Technical/Finance KANIYAMPADICKAL HOUSE KALAKETTY P O | KALAKETTY | KOTTAYAM | KERALA | ₹2.6 Cr+₹29.5 L (12.9%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹2.8 Cr+₹47.4 L (20.6%)Admitted-Fee/PreQual/Technical/Finance | ₹2.8 Cr+₹47.4 L (20.6%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Roy Mathew L4 | MUSTHAFA SB L2 | T A Abubackar L1 | KUNHIMAHIN KUTTI HAJI CONSTRUCTION PRIVATE LIMITED L3 | AHAMMED KABEER B L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00Ground Development work | ||||||||
| 1.01 | 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 | 500 | cum | 277.46 ₹1,38,730 | 255 ₹1,27,500 | 246 ₹1,23,000 Lowest | 500 ₹2,50,000 | 296.27 ₹1,48,137.25 |
| 1.02 | OD74176/2026-2027 Filling with available 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 topmost 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) | 500 | cum | 42.73 ₹21,365 | 35 ₹17,500 Lowest | 37 ₹18,500 | 60 ₹30,000 | 45.63 ₹22,816 |
| 1.03 | OD74175/2026-2027 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 topmost 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) | 7,500 | cum | 485.3 ₹36,39,750 | 450 ₹33,75,000 | 430 ₹32,25,000 Lowest | 800 ₹60,00,000 | 518.2 ₹38,86,511.25 |
| 1.04 | 2.7.3 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.Hard rock (blasting prohibited) | 200 | cum | 1,599.45 ₹3,19,890 | 1,450 ₹2,90,000 | 1,417 ₹2,83,400 Lowest | 2,000 ₹4,00,000 | 1,707.86 ₹3,41,573 |
| 2.00Construction of RCC Retaining wall, Drain and Mud Multi Court | ||||||||
| 2.01 | 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 | 693.74 | cum | 277.47 ₹1,92,490.65 | 255 ₹1,76,902.43 | 245 ₹1,69,965.08 Lowest | 500 ₹3,46,867.5 | 296.27 ₹2,05,535.99 |
| 2.02 | 2.8.1 Earth 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 | 52 | cum | 387.42 ₹20,145.84 | 350 ₹18,200 | 343 ₹17,836 Lowest | 500 ₹26,000 | 413.68 ₹21,511.26 |
| 2.03 | 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) | 98.64 | cum | 8,543.72 ₹8,42,709.82 | 7,900 ₹7,79,216.5 | 7,572 ₹7,46,864.22 | 7,139 ₹7,04,155.27 Lowest | 9,122.82 ₹8,99,829.7 |
| 2.04 | OD98804/2026-2027 Providing and laying in position machine batched and machine mixed design mix M- 25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. All work up to plinth level | 563.95 | cum | 11,728.06 ₹66,13,980.8 | 10,900 ₹61,47,000.5 | 10,394 ₹58,61,644.33 | 9,500 ₹53,57,477.5 Lowest | 12,523.01 ₹70,62,286.34 |
Tender Value
₹2.4 Cr
EMD Value
₹1 L
Closing Date
17 Aug 2026, 3:00 pmClosed
The Chief Engineer, Sports Kerala Foundation
Jimmy George Indoor Stadium, Vellayambalam, Thiruvananthapuram
Ground Development work, Construction of RCC Retaining wall, Drain and Mud Multi Court, Geotextile and Weep hole, Fencing and Inauguration Stone
2026_SKF_864847_1
106/SKF/CE/2026-27
Open Tender
Civil Works - Others
Item Rate
365 days
Thrissur
Please refer tender document
6 documents required · 6 mandatory
₹8,850
₹1 L
24 Aug 2026
7 Aug 2026
19 Aug 2026
7 Aug 2026
17 Aug 2026
7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Ground Development work | |||||
| 1.01 | 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 | - | cum | - | - |
| 1.02 | OD74176/2026-2027 Filling with available 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 topmost 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) | - | cum | - | - |
| 1.03 | OD74175/2026-2027 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 topmost 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) | - | cum | - | - |
| 1.04 | 2.7.3 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.Hard rock (blasting prohibited) | - | cum | - | - |
| 2Construction of RCC Retaining wall, Drain and Mud Multi Court | |||||
| 2.01 | 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 | - | cum | - | - |
| 2.02 | 2.8.1 Earth 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 | - | cum | - | - |
| 2.03 | 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) | - | cum | - | - |
| 2.04 | OD98804/2026-2027 Providing and laying in position machine batched and machine mixed design mix M- 25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. All work up to plinth level | - | cum | - | - |
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