Sports Kerala Foundation Tender

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Sports Kerala Foundation - SKF Tender

Works
Civil And Construction
Construction Material
Eprocure
Opening Date30 Apr 2024
Closing DateCancelled
Tender Amount₹ 62,60,625 
Notes
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Costs

Summary

One Panchayath One Playground -development Of Charamangalam Dvhss Ground In Cherthala Lac, Alappuzha

Description

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BOQ Items

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od244883/2023_2024 : SKF_OD 4/2022-2023 Supplying and stacking for measurement Sieved Jamuna 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)

165

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od244926/2023_2024 : SKF_OD 2/2022-2023 Mixing earth and jamuna 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)

825

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od244927/2023_2024 : SKF_OD 3/2022-2023 Spreading of earth and jamuna sand in required thickness as per direction of officer-in-charge including all cost of labour charges, hire charges of machineries etc complete. (cost of earth and jamuna sand to be paid separately).( Based on CPWD 30.2.8)

825

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od273413/2023_2024 : SKF - OD 5/2022-2023 Consolidation 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)

4125

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od268547/2023_2024 : Supply and installation of fixed type 7's Football Goal Post( 3.65 m x 1.8 m x 1.2 m) made of pipe 10 cm dia GI pipe with nylon net as per direction of Engineer in charge

1

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od277214/2023_2024 : Supply of Fixed 3.5 inch Volleyball post set with net including all necessary fitting, labor, transportation charges etc complete

1

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Drainage, kerb and Long jump pit

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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

177.24

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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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

115.5

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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)

25.18

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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

46.87

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5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

85.25

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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.

460.2

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od275950/2023_2024 : 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)

8.02

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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

3749.68

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50.18.9.10.1 : 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. 150 mm dia 6 Kgf/cm2

24

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od248949/2023_2024 : SKF_OD 15/2022-2023 Supply and Filling Fine Sand of approved quality in Long Jump Pit as per the direction of officer in charge.

24.75

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od253031/2023_2024 : Providing and fixing PVC pipes with 5 mm dia perforations, minimum 125 perforations per running metre, in trenches at required slope, as per specifications etc complete including the cost of all materials, labour etc. and as directed by the Engineer-in-charge. The rate includes cost of all materials, covering the pipe with Geo Textile Cloth,labour charges for trenching carriage of surplus earth to a lead of 50m etc complete. including jointing of pipes with one step PVC solvent cement etc complete as per direction of Engineer-in-Charge 150 mm dia 6 Kgf/cm2.

10

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Synthetic Runway for Long Jump and Triple Jump - Sub base work

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4.1.A.1 : Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 br Grading-I - Plant Mix Method

66

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4.12 : Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

49.5

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5.1.a : Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.

330

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5.2.b : Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.

330

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5.3.2.a : Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder (VG 30), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.br For Grading II - (19 mm nominal size)br

16.5

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5.2.a : Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

330

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5.6.2.a : Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder( NRMB) @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Grading - II (13.2 mm Nominal Size)br

8.25

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Synthetic Runway for Long Jump and Triple Jump - Surface work

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od254635/2023_2024 : SKF_OD 5/2022-2023 Supply of full PUR , World Athletics ( former IAAF) approved Synthetic Track Surfacing system in accordance with World Athletics standard suitable for conducting World Athletics approved international Athletic events. Total thickness of the synthetic track surfacing system shall be 14 to 15mm comprising 9.4 to 10.0 mm force reduction layer comprising 4.7mm Bottom Layer made with Black SBR granules embedded in PUR coating ,4.7mm Middle Layer(s): Black SBR granules embedded in PUR coating and final resilient wearing layer of granular texture, red-brown. Full PUR coating with EPDM granules embedded 5.0 mm. In high stress areas thickness should be as per World Athletics requirement. Laying and installation according to World Athletics specifications and approved methodology and drawings including provisions of installation of sleeves for throwing events, inlay equipment for pole vault, long & triple jump and steeple chase. This rate also include lane marking.

330

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Inauguration Stone and Name Board

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od277272/2023_2024 : SKF_OD 16/2022-2023 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

1

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16.21 : Engraving letters in hard stone

500

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od367307/2023_2024 : Steel work 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)

100.44

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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

80

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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

12.78

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13.71 : Lettering with black Japan pint of approved brand and manufacture

500

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