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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAccepted-AOC | ₹4.1 L | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹4.2 LRejected-Finance KALIKULANGARA CHERUVAYOOR | CHERUVAYOOR | KOZHIKODE | KERALA | 673645 | ₹4.2 L | L2 | Rejected-Finance L2 bidder |
| Sl No | Description | Qty | Unit | ASBAR VAFA TK L2 | NAVAS K.V L1 |
|---|---|---|---|---|---|
| 1.00Civil Work | |||||
| 1.01 | 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 | 30.52 | cum | 400 ₹12,208 | 309.95 ₹9,459.67 |
| 1.02 | 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 : 8 graded stone aggregate 40 nominal size) | 8.09 | cum | 7,500 ₹60,667.50 | 7,150 ₹57,836.35 |
| 1.03 | 50.6.1.4 : Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 19.55 | cum | 6,500 ₹1.3 L | 6,400 ₹1.3 L |
| 1.04 | 5.1.2 : 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 | 8.06 | cum | 9,500 ₹76,532 | 9,450 ₹76,129.20 |
| 1.05 | od65933/2024_2025 : Providing & laying vacuum dewatered flooring using M20 grade Concrete 1:11/2:3 (1cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size) shall be laid by vacuum dewatering process including vibrating concrete by using screed vibrator of approved make equipment, finishing the top surface to required level and grade using power trowels of standard make etc. complete as per specifications and directions of Engineer-in-charge. Rate including all cost of materials, hire charges of machineries and all labour charges including curing the finished concrete surface but excluding cost of reinforcement. (Based on DSR 16.75 & 5.1.2) Details of cost for 1 cum | 0.41 | cum | 9,900 ₹4,009.50 | 13,000 ₹5,265 |
| 1.06 | 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 | 523.64 | kilogram | 104 ₹54,458.56 | 102.61 ₹53,730.70 |
| 1.07 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 13.73 | sqm | 400 ₹5,490.80 | 350 ₹4,804.45 |
| 1.08 | 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 108.36 | sqm | 330 ₹35,759.46 | 327.85 ₹35,526.48 |
| 1.09 | 2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 2.88 | cum | 300 ₹864.60 | 269.9 ₹777.85 |
Tender Value
₹4.0 L
EMD Value
₹10,000
Closing Date
26 Dec 2024, 3:00 pmClosed
The Chief Engineer, Sports Kerala Foundation
Jimmy George Indoor Stadium, Vellayambalam, Thiruvananthapuram
Civil work
2024_SKF_710828_2
261/SKF/CE/2024-25
Open Tender
Civil Works - Others
30 days
Alappuzha
Please refer tender document
6 documents required · 6 mandatory
₹944
₹10,000
7 Mar 2026
17 Dec 2024
28 Dec 2024
17 Dec 2024
26 Dec 2024
17 Dec 2024
Amount
Civil Work
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
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 : 8 graded stone aggregate 40 nominal size)
50.6.1.4 : Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete
5.1.2 : 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
od65933/2024_2025 : Providing & laying vacuum dewatered flooring using M20 grade Concrete 1:11/2:3 (1cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size) shall be laid by vacuum dewatering process including vibrating concrete by using screed vibrator of approved make equipment, finishing the top surface to required level and grade using power trowels of standard make etc. complete as per specifications and directions of Engineer-in-charge. Rate including all cost of materials, hire charges of machineries and all labour charges including curing the finished concrete surface but excluding cost of reinforcement. (Based on DSR 16.75 & 5.1.2) Details of cost for 1 cum
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
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
15.2.2 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix (including equivalent design mix)
15.3 : Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
od66220/2024_2025 : Cutting the Concrete floor with a Cutting Machine by mechanical means including all labour charges, hire and conveyance of tools and plant, as per the direction of departmental officers etc. complete, before demolition of the concrete floor by mechanical means. ( Based on Price 100.59.1)
od180095/2024_2025 : Grouting the joints of flooring having joints of 3 mm width, using epoxy grout mix 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg). including filling /grouting and finishing complete as per direction of Engineer-in-charge. Size of Tile 500x500 mm. (Based on DSR 11.48.1)
2.27 : Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming consolidating and dressing complete.
100.98.1028 : Engaging Mason ( average)
100.98.1008 : Engaging Coolie
ASBAR VAFA TK (BID ID -2032401)
Bidder Name
ASBAR VAFA TK
NAVAS K.V
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