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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹72.0 LAccepted-AOC | ₹72.0 L | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹73.9 LRejected-Finance SAFIYAS KATAMPALLY P O KOTTAKUNNU 670011 | KANNUR | KANNUR | KERALA | 670011 | ₹73.9 L | L2 | Rejected-Finance L2 bidder |
| 3 | L3₹84.2 LRejected-Finance | ₹84.2 L | L3 | Rejected-Finance L3 bidder |
| 4 | L4₹91.9 LRejected-Finance | ₹91.9 L | L4 | Rejected-Finance L4 bidder |
| Sl No | Description | Qty | Unit | ABDUL SAMAD P P L1 | KUNHIMAHIN KUTTI HAJI CONSTRUCTION PRIVATE LIMITED L3 | WESTFORT CONSTRUCTIONS PRIVATE LIMITED L4 | C H Askar L2 |
|---|---|---|---|---|---|---|---|
| 1.00Retaining wall &Construction of Mud Football Court | |||||||
| 1.01 | 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 | 175.5 | cum | 335.74 ₹58,922.37 | 335.74 ₹58,922.37 | 402.89 ₹70,706.84 | 323.99 ₹56,860.09 |
| 1.02 | 4.1.8Providing 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) | 35.1 | cum | 7,404.3 ₹2.6 L | 7,404.03 ₹2.6 L | 8,884.84 ₹3.1 L | 7,144.89 ₹2.5 L |
| 1.03 | 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 | 216.09 | cum | 3,447.95 ₹7.5 L | 4,400 ₹9.5 L | 4,472.68 ₹9.7 L | 3,596.78 ₹7.8 L |
| 1.04 | 5.1.2Providing 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) | 19.5 | cum | 8,971.89 ₹1.7 L | 9,789.52 ₹1.9 L | 11,747.42 ₹2.3 L | 9,446.89 ₹1.8 L |
| 1.05 | 5.9.5Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 78 | sqm | 712.02 ₹55,537.56 | 712.02 ₹55,537.56 | 854.42 ₹66,645.07 | 687.1 ₹53,593.75 |
| 1.06 | 5.22.6Steel 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 | 1,852.5 | kilogram | 104.93 ₹1.9 L | 94 ₹1.7 L | 125.92 ₹2.3 L | 101.26 ₹1.9 L |
| 1.07 | OD19848/2025-2026Filling 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) | 2,000 | cum | 485 ₹9.7 L | 700 ₹14 L | 504.68 ₹10.1 L | 405.85 ₹8.1 L |
| 1.08 | OD244870/2025-2026Supplying 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) | 640 | cum | 625 ₹4 L | 1,200 ₹7.7 L | 1,094.11 ₹7.0 L | 879.85 ₹5.6 L |
| 1.09 | OD244869/2025-2026Supplying and stacking sieved sand at site for measurement including cost of sand, carriage upto 5 k.m. lead, all labour charges for stacking, loading, unloading, etc. complete.(Based on CPWD 30.2.2 & 30.2.4.3) | 160 | cum | 390 ₹62,400 | 3,200 ₹5.1 L | 3,384.78 ₹5.4 L | 2,721.93 ₹4.4 L |
Updated dates
Tender Value
₹76.6 L
EMD Value
₹50,000
Closing Date
6 Dec 2025, 3:00 pmClosed
The Chief Engineer, Sports Kerala Foundation
Jimmy George Indoor Stadium, Vellayambalam, Thiruvananthapuram
Retaining wall, Construction of Mud Football Court, Fencing, Step Gallery, Name board and inauguration stone
2025_SKF_820352_1
362/SKF/CE/2025-26
Open Tender
Civil Works - Others
180 days
Kannur
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,950
₹50,000
27 Feb 2026
10 Nov 2025
8 Dec 2025
10 Nov 2025
6 Dec 2025
10 Nov 2025
Retaining wall &Construction of Mud Football Court
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
4.1.8Providing 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)
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
5.1.2Providing 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)
5.9.5Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.22.6Steel 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
OD19848/2025-2026Filling 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)
OD244870/2025-2026Supplying 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)
OD244869/2025-2026Supplying and stacking sieved sand at site for measurement including cost of sand, carriage upto 5 k.m. lead, all labour charges for stacking, loading, unloading, etc. complete.(Based on CPWD 30.2.2 & 30.2.4.3)
OD244867/2025-2026Spreading of mixed Departmentally supplied sieved red earth and sieved sand in the required thickness as per the direction of officer - in- charge including all cost of labour charges, hire charges of machinaries, etc. complete. (Based on CPWD 30.2.8)
OD244868/2025-2026Mixing 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)
OD20228/2025-2026Consolidation 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 of machineries,fuel,oil etc. complete.(Based on CPWD 16.1)
OD20233/2025-2026Supply and installing Movable type premium quality outdoor Football Goal Post of size 24x8 feet made with heavy duty MS Pipe of size 4" dia for main frame with supports Back frame with PU finishing including all fittings such as premium quality Nylon net, Hooks, solid wheels etc. for elevens court.
Fencing
4.1.3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
4.3.1Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
OD20235/2025-2026Steel work for fencing with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete(Rate based on CPWD 50.10.2)
16.70.1Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I. wire of dia 4 mm
OD20234/2025-2026Supply and Installation of approved quality 2mm thick UV Stabilized Nylon net of Mesh size not greater than 50mm in existing GI poles including all charges as per the direction of Engineer in charge.(rate based on DAR 26.81)
13.61.1Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
Step Gallery
2.6.1Earth 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
4.1.8Providing 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)
50.6.7.1Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
50.6.7.2Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.
13.7.212 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
10.26.3Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes
13.61.1Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
13.48.1Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm
Name board and inauguration stone
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
4.1.5Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
OD23454/2025-2026Steel work for Name board with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete(Rate based on CPWD 50.10.2)
10.25.2Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
13.61.1Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
13.71Lettering with black Japan pint of approved brand and manufacture
OD23453/2025-2026Providing and fixing 18 mm thick gang saw cut, mirror polished, pre-moulded and pre polished, machine cut for inauguration granite stone of required size, approved shade, colour and texture laid over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) joint treated with white cement, mixed with matching pigment, epoxy touchups including rubbing, curing etc. complete at all levels. Area of slab over 0.50 sqm
16.21Engraving letters in hard stone
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