Cubicle building 2

Descriptions

Site excavation & hardcore.To supply & erect building as per attached specification.To supply & fit lOno. 20' self-locking yokes.To supply & fit 2no. tip-over drinking water troughs, including the required plumbing.To supply & fit 94no. cubicles (sand beds).Concrete floor to the passages fi cross overs with a groove finish.External concrete feed passage with smooth finish.To supply & fit internal lights.Cross over walls.External concrete yards 250m2.To supply & fit external gates.To supply & fit 4no. hanging sheeted doors 15' wide x 4' high.Concrete heel stone to cubicle beds.Clean water drainage.To supply & fit new slurry channel with metal grids to collect slurry to the new lagoon.All concrete to be minimum 150mm deep on compacted hard core and mix to be used is RC40. All external concrete is to be reinforced with steel mesh.Steel Framed Building of Length 60.960m (200'), Width 15.240m (50') Roof Pitch 15.0 degrees. Cantilever 2.438m (8') to side 1.Eaves Height 4.877m (16'),Steelwork (Including web stiffeners and rafter stays)To supply for erection on prepared site and concrete foundations, steel portal frame 6.096m (20') centres with 305 x 165 x 40kg UB stanchions and 254 x 146 x 31kg UB rafters. Gable ends to have 6 No. 203 x 133 x 25kg intermediate sub-stanchions. Roof bracing to both ends. Side bracing to both ends. Also, to include CHS eave ties. All steelwork to be thoroughly cleaned and painted using our quality spray system giving a blue semi-gloss finish.PurlinsTo supply 177 16 steel purlins bolted to frame at 1.375m (4' 6") centres. Eaves beams to be galvanised steelRoof CladdingTo supply Cement Fibre 6R reinforced corrugated Natural Grey fibre cement sheets laid in accordance with manufacturer's instructions. Ridge to be GHC raised ridge system. Verges to be finished with fibre cement barge boards.Roof LightsIncorporate 80 No. 1.525m corrugated 2.40kg/sq.m. GRP Profile 6 roof lights in roof cladding positioned to suit customer's requirementsRainwater GoodsBuilding Side 1: Eaves to have GH Constructions standard galvanised steel box gutter fixed externally to brackets welded onto stanchions, complete with 5 No 100 diameter PVC down pipes and mastic sealed jointsBuilding Side 2: Eaves to have GH Constructions standard galvanised steel box gutter fixed externally to brackets welded onto stanchions, complete with 5 No 100 diameter PVC down pipes and mastic sealed jointsEnd CladdingGable End 1: To be clad down 3.030m (9' 11") below eaves with 150 x 25 tanalised timber Yorkshire boarding on 14016 Steel rails.Gable End 2: To be clad down 3.030m (9' 11") below eaves with 150 x 25 tanalised timber Yorkshire boarding on 14016 Steel rails.Side CladdingSide 1: No cladding Side 2: No claddingDoors4.877m (16') wide and 3.048m (10') high Doorway located Gable End 1 - Off Corner.4.267m (14') wide and 3.048m (10') high Doorway located Gable End 1 - Centre Offset.4.877m (16') wide and 3.048m (10') high Doorway located Gable End 2 - Off Corner.4.267m (14') wide and 3.048m (10') high Doorway located Gable End 2 - Centre Offset.Concrete PanelsTo supply 90mm thick concrete panels on both ends (in between doorways and off corner), to a height of 2.0m.