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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹75.6 LAccepted-AOC NEAR ST JOSEPHS HIGH SCHOOL PULIKURUMBA GROUND FLOOR BUILDING NO N P 10 231 MANHALANKAL PULIKURUMBA 670582 | KANNUR | KERALA | 670582 | L1 | Accepted-AOC Award of Contract | |
| 2 | L2₹83.6 L+₹7.9 L (10.5%)Rejected-Finance 42 I 63 PALAMATTATHIL SOUTH KALAMASSERY SANTHI NAGAR RAJAGIRI P O ERNAKULAM KERALA PIN 683104 | ERNAKULAM | ERNAKULAM | KERALA | 683104 | L2 | Rejected-Finance L2 bidder | |
| 3 | L3₹84.1 L+₹8.5 L (11.2%)Rejected-Finance ERATTUPETTA BLOCK PANCHAYATH KERALA | L3 | Rejected-Finance L3 bidder |
Tender Value
₹76.6 L
EMD Value
₹50,000
Closing Date
5 Apr 2025, 3:00 pmClosed
The Chief Engineer, Sports Kerala Foundation
Jimmy George Indoor Stadium, Vellayambalam, Thiruvananthapuram
Multipurpose Mud Court, Fencing, Retaining wall, Drainage, Inauguration stone, Name Board, Walkway
2025_SKF_755701_1
391/SKF/CE/2024-25
Open Tender
Civil Works - Others
Item Rate
180 days
Kottayam
Please refer tender document
6 documents required · 6 mandatory
₹2,950
₹50,000
16 May 2025
27 Mar 2025
7 Apr 2025
27 Mar 2025
5 Apr 2025
27 Mar 2025
Amount
Multipurpose Mud Court
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
od63641/2024_2025 : 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)
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.
100.98.1008 : Engaging Coolie
od63631/2024_2025 : SKF_OD 7/2022-2023 Supplying and stacking for measurement sieved red earth at site 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)
od63632/2024_2025 : SKF_OD 4/2022-2023 Supplying and stacking for measurement Sieved Sand at site including cost of sand 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)
od63633/2024_2025 : SKF_OD 2/2022-2023 Mixing earth and sand in the required proportion specified or directed by the Officer-in-charge including all cost of labour charges,hire charges of machineries etc complete.(Based on CPWD 30.2.9)
od63634/2024_2025 : SKF_OD 3/2022-2023 Spreading of earth and sand in required thickness as per direction of officer-in-charge including all cost of labour charges,hire charges of machineries etc complete.<br> (cost of earth and sand to be paid separately). ( Based on CPWD 30.2.8)
od63635/2024_2025 : SKF_OD 10/2022-2023 Consolidation 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)
od63636/2024_2025 : 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.
od161827/2024_2025 : BADMINTON POST : Supply and installation of heavy duty badminton post in aluminium and steel uprights option with built in weights and floor protection pads. Base,uprights and back supports can be detached. Rate also includes wheels for easy movement, steel uprights (comes in a pair), badminton net etc. Approval shall be taken prior to supply of item.
od65446/2024_2025 : Supply of Fixed 3.5 inch Volleyball post set with net including all necessary fitting, labor, transportation charges etc complete
Fencing, retaining wall and drainage
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)
4.1.3 : Providing 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 : 4 graded stone aggregate 20 mm nominal size)
4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
60.7.8 : DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
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
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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
od195283/2024_2025 : Steel 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)
od245369/2024_2025 : Lifting, conveying and fixing the newly casted RCC covering slabs of any thickness on top of drain in position including all labour charges and miscellaneous expenses etc complete (Based on MoRTH 55.25 )
od245370/2024_2025 : Supply 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)
13.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
Inauguration stone
od161720/2024_2025 : Providing 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 (Based on Item 8.2.2.2 of DSR)
16.21 : Engraving letters in hard stone
Name Board
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
4.1.3 : Providing 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 : 4 graded stone aggregate 20 mm nominal size)
4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
od195283/2024_2025 : Steel 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)
10.25.2 : Item Shifted to head 14 as item 14.74Steel 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
13.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
13.71 : Lettering with black Japan pint of approved brand and manufacture
Walkway
od181836/2024_2025 : Providing and laying of Interlock concrete block pavements having thickness 80mm (M40) as per drawings and technical specification clause 1504 confirming to IS 15658 and laid in required colour and pattern over and including 50 mm thick compacted bed of 6 mm metal excluding edge concreting. (Approved OD No. 6.2 of 7175567/2023/TEFIN-INSP TECH)
PRIMETECH ENGINEERING (BID ID -2187407)
Denny Jose (BID ID -2187417)
Bidder Name
Denny Jose
NEESHAN & LJ PRIVATE LIMITED
PRIMETECH ENGINEERING
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1227150.pdf
boq_comp_chart.xlsx
xlsx
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