Sports Kerala Foundation Tender

60.2.7 : BAILING OUT WATER BY ENGAGING COOLIE - Bailing out water by engaging coolie where ever necessary where pumping with engine and pump set not possible

od207649/2024_2025 : Earth work in excavation for removal of silt by mechanical means using sophisticated equipments like amphibions excavator or any equivalent mechanical equipment with necessary accessories as appropriate and as directed for desilting ponds, to the desired depth including getting out and disposal of excavated earth with lead upto 50 m as directed by Engineer-in-charge. The rate shall include disposal of excavated earth/clay, temporary storage of all materials on the banks or other suitable locations by means of loaders/tippers etc as appropriate as directed. The rate shall include all the charges for labour, equipments, conveyance of materials, incidentals, etc complete as per the directions of the Engineer in Charge. (Based on CTE approved OD 12.8)

od208179/2024_2025 : Supply and filling 20mm broken stone in bags of size 40x40x20 cm made with 120 gram per sqm geotextile and placing the bags in required lines and levels to form filter media behind masonry including all all cost, hire of materials , labour charges for filling and stitching bag and conveying and placing in the required lines, shape and levels etc complete as per the direction of departmental officers at site. (Based on Harbor Approved OD 65.86.A1)

Fencing

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)

od207084/2024_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)

16.70.1 : Providing 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

13.50.3 : Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron /steel 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

Retaining wall

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

od207550/2024_2025 : Supplying and stacking well matured 1/2 split and straight 6 m long coconut post for driving down through various strata bellow bed level including cost coveyance labour charges etc complete.(Rate based on CTE approved OD 3.4)

od207551/2024_2025 : Driving down coconut pile half split to lines and levels through soft to medium clay soil strata including all hire charges and labour and all other appliances necessary for pile driving down after pointing the bottom end. Details for one post of 6m long 15 numbers per day 6X15=90m Details for 90m length.(Rate based on CTE approved OD 3.5)

od207553/2024_2025 : Cutting and removing the excess length of Wooden/ Coconut piles to lines and levels and removing the cut end of piles and stacking within 150m(Rate based on CTE approved OD 3.13)

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)

60.7.1 : DRY 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

7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

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

5.9.5 : 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

od215096/2024_2025 : SKF_OD 8/2022-2023 Supply and Laying 120 GSM Geotextile Membrane as per direction of Engineer - in - Charges. including all cost of materials, conveyance, Labour charges etc complete

10.26.3 : Providing 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

13.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work

Swimming Pool

od207897/2024_2025 : SKF_OD 9/2022-2023 Filling with available excavated earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge.

od223012/2024_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)

od207157/2024_2025 : 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-in-charge

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)

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

od207155/2024_2025 : Providing and laying in position machine batched and machine mixed design mix M-30 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 upto plinth level.

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

od215824/2024_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 )

od207729/2024_2025 : Supply and providing 295/ 300 mm OVERFLOW GRATINGUV Stabilised Overflow Grating in PP with anti skid surface in white colour with interlocking system 295/ 300mm wide.

22.5 : Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg /sqm mixed with water proofing cement compound @ 0.126 kg/ sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.

22.23.1 : Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineerin- charge. The product performance shall carry guarantee for 10 years against any leakage. For vertical surface two coats @0.70 kg per sqm

22.23.2 : Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineerin-charge. The product performance shall carry guarantee for 10 years against any leakage. For horizontal surface one coat @1.10 kg per sqm.

22.26 : Providing and applying of swellable type water stop tape, 19mm x 25mm thick in linear meter (expansive nature) for construction joints treatment of RCC structure such as raft slab, retaining walls, water storage tank and at the junctions of raft slab with the retaining walls etc.. After cleaning the surface, one coat of required primer for swellable water stop tape shall be applied throughout the length of the joint @3.78 litre per 240 running meter. Over the primed surface swellable type water stop tape shall be placed. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage.

od207469/2024_2025 : Epoxy Grouting the joints of pool tiles having joints of 3 mm width, using stain free pool epoxy grout mix Resin(Part A), Hardener (Part B), and colored filler powder (Part C)(0.25 kg of Resin & hardener and 0.75 kg of filler per kg), including filling/grouting and finishing complete as per direction of Engineer-in-charge.

od207481/2024_2025 : Providing and fixing pool tile of 247 x 122 x 8 mm or nearest suitable size, at finished plain bottom & wall surface in a light blue colour of superior make, design , fixing in customize design as per direction of Engineer-in- Charge. The tiles to be fixed on the surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive of all operation, material and required pattern approved by Engineer-in-Charge:

16.89 : Providing and laying matt finished vitrified tile of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi models location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.

od217863/2024_2025 : Providing and laying of interlock concrete block pavements having thickness 60mm (M35) as per drawings and technical specification clause 1504 confirming to IS 15658 and laid in required colour and pattern over and including 50mm thick compacted bed of 6 mm metal including edge concreting for 300mm width and 150mm depth with CC M35( @ 0.045 m3/m)

od208247/2024_2025 : Supply and fixing of S.S. Ladders having 500mm width along with antiskid/non slip steps with rubber padding for extra safety along with anchoring fixtures complete with

od208246/2024_2025 : Supply and fixing S.S. 304 Grab Rail 40mm dia duly buffed and mirror polished along with supports , anchors etc. complete

50.18.9.9.1 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2

50.18.9.22.4 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement- 110 mm dia Bend

50.18.9.22.5 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes including jointing with PVC solvent cement 110x110x110 mm dia Tee

50.18.9.22.11 : Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes,including jointing with PVC solvent cement - 110 mm dia Socket/ coupling

50.18.9.22.10 : Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement -110 mm dia End Cap

od219060/2024_2025 : Supply of White ABS plastic bottom inlet with S.S. screws. and regulable flow in pool as per the direction of Engineer in charge.

Electrification Works

od222479/2024_2025 : Supply, installation, testing and commissioning of Engine coupled dewatering pump set with trolley. Technical specification of engine: Vertical, single cylinder, air-cooled, four stroke cycle, compression ignition diesel engine. No of cylinders:1 no, Bore x stroke :87.5 x 110 mm, Cubic capacity:0.662 ltr, compression ratio: 17.5:1,Rated output:6 HP/4.42KW,Rated speed:1500 RPM, Specific fuel consumption (SFC): 195+5% gm/hp-hr,Lub oil consumption:0.8% of SFC, Lub oil sump capacity:8% of SFC, Lub Oil Sump Capacity (Ltr) 3.7 at higher level, Fuel Tank Capacity (Ltr) 6.5,Physical dimensions oof bare engine(Length X Width X Height) (mm):531 X 546 X 856,Engine Weight (dry)with all fittings excluding packaging(kg):163,Rotation while looking at the flywheel: Clockwise, Power Take-off: Flywheel end, Starting: Hand Start, Governing:Class 'B1', Combustion: Direct Injection, Overloading capacity of engine:10% of the rated output. ;PUMP: Dewatering Pump (Self-priming), Suction x Delivery Size: 80mmX80mm, Power (In KW): 3.70, Power (In HP):05.00,Head Minimum-maximum (in m):10-18 Meters, Discharge Minimum-Maximum:3.5-17 LPS, Impeller: Cast Iron / Stainless Steel / Bronze, Delivery Casing Cast Iron Motor Body: Cast Iron, Pump Shaft :Carbon Steel / Stainless Steel, Sealing: Gland Packed,diesel:5 Liter. Make: Kirloskar :TAF1-SP3L or Equivalent. Rate shall be inclusive of 80 mm green hose of length 30mtr and 2 Nos of CI hoss color.