DESCRIPTION QTY UNIT RATE AMOUNT ELEMENT NO.1 SUBSTRUCTURES. Excavations

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1 ELEMENT NO.1 SUBSTRUCTURES Excavations B Clear site of all shrubs and undergrowth including grubbing up of roots and dispose off as directed. Excavate oversite average 150mm deep and cart away as directed 2,536 SM , ,536 SM , C Excavate oversite to reduce levels commencing from stripped level not exceeeding 1.50meters deep 2,536 CM , D Excavate trenches for strip foundation not exceeding 1.5metres for reduced level 51 CM , E Ditto for column bases ditto 82 CM , F Extra over excavation from rock in any position 507 CM , Filling and carting away G Return, fill and ram with selected and approved excavated material around excavations 115 CM , H Load and cart away excavated materials from site 3,061 CM 350 1,071, I J Hardcore filling in making up levels, exceeding 300mm thick in layers of 150mm maximum thickness. 2,178 CM 980 2,134, mm selected fine material to hardcore surfaces, well rolled and leveled to receive concrete 2,178 SM , K L pply "Termidor" or any other similar and approved anti termite chemical treatment on blinded surfaces. 2,178 SM , gauge polythene sheeting with sides and end laps as described laid on blinded surfaces 2,178 SM , Plain concrete (1:4:8) in M 50mm Thick blinding to strip foundation 258 SM , N Ditto to column bases 185 SM , Carried to Collection 6,525, MH/1

2 SUBSTRUCTURES-(CONTINUED) Vibrated reinforced concrete grade 20/20 (1:2:4) in: Strip footing 51 CM , B Column bases 83 CM ,079, C Columns 18 CM , D Ground beam 52 CM , E 150mm Thick ground bed 2,178 SM ,247, Sawn formwork to: F Sides of strip footing 172 SM , G Ditto column bases 461 SM , H Ditto columns 130 SM , I Ditto Ground beam 516 SM , J Edges of floor bed mm high 198 LM , Steel reinforcement as described including cutting to length, bending and fixing including all necessary tying wires and spacing blocks (all provisional) K 8mm Diameter 510 KG , L 10mm Ditto 995 KG , M 12mm ditto 1,845 KG , Steel fabric mesh reinforcement to B.S N No. 142 fabric weighing 2.22Kg/sm fixed in bed 2,178 SM , Flexcell expansion joint. 0 Ditto 250mm wide in slab 66 lm , MH/2

3 Carried to Collection 8,961, SUBSTRUCTURES-(CONTINUED) Natural stone walling in cement and sand (1:3) mortar and including reinforcing with 20 x 3mm thick hoop iron in every alternate course. 200mm Thick walling 645 SM ,032, Plinths B 12mm thick cement and sand (1:3) render to plinths 119 SM , C Prepare and apply three coats bituminous paint to rendered plinths 119 SM , D llow for keeping the whole of the excavations free from all water; include for draining or other wise keeping all works free from water as necessary over the entire contract period 200, E llow for maintaining and upholding sides of excavations and keeping excavations clear of all fallen materials, rubbish etc 100, Paving Slabs around building F 600 x 600 x 50mm thick precast concrete paving slabs bedded and jointed in cement and sand (1:4) mortar laid on and including 50mm thick sand bed 119 SM , Carried to Collection 1,415, COLLECTION FROM PGE MH/1 6,525, FROM PGE MH/2 8,961, FROM BOVE 1,415, TOTL FOR ELEMENT NO. 1 CRRIED TO MH/3

4 (SUBSTRUCTURES) SUMMRY KSHS 16,903, ELEMENT NO. 2 REINFORCED CONCRETE SUPERSTRUCTURE Vibrated reinforced concrete grade 20/20 (1:2:4) in: Beams and ring beam 92 CM ,150, B Columns 13 CM , C Stairs and Ramp 14 CM , Sawn formwork to: C Sides and soffites of beams 602 SM , D Sides of columns 245 SM , STEEL SECTION E Supply and fix 254 X254 I Section onto conrete stud both complete with nuts and bolts 120 LM , MH/4

5 Carried to Collection 2,588, REINFORCED CONCRETE SUPERSTRUCTURE- (CONTINUED) Steel reinforcement as described including cutting to length, bending, hoisting and fixing including all necessary tying wires and spacing blocks (all provisional) High tensile square twisted bars ssorted Diameter bars 11,900 KG 140 1,666, Carried to Collection 1,666, COLLECTION FROM PGE MH/4 2,588, FROM BOVE 1,666, MH/5

6 TOTL FOR ELEMENT NO. 2 CRRIED TO (REINFORCED CONCRETE) SUMMRY 4,254, ELEMENT NO. 3 WLLING 200 mm wide approved quality 3-ply bituminous felt damp proof course under walls 430 LM , B 100 mm thick Ditto 0 LM 60 - Smooth chisel dressed natural stone walling in cement and sand (1:4) mortar reinforced with and including 25 x 3mm thick hoop iron in every alternate course C 200mm Thick walling externally 1,935 SM ,096, Medium chisel dressed natural stone walling in cement and sand (1:4) mortar reinforced with and including 25 x 3mm thick hoop iron in every alternate course D 200mm Thick walling internally 153 SM , E Ditto to gables 15 SM , F 100mm Walling reinforced with and including 25 x 3mm thick hoop iron ties in alternate course internally 8 SM , Lintel G 225 x 225 x 100mm thick concrete lintel reinforced with 10mm and 8mm diameter steel bars and including all necessary formwork 73 LM , MH/6

7 TOTL FOR ELEMENT NO. 3 CRRIED TO (WLLING) SUMMRY 3,540, ELEMENT NO.4 ROOFING Galvanized steel IT5 box profile sheets; 26 gauge; prepainted Roof covering; 150mm laps on one end and one and a half corrugation side lap; fixed to angle section purlins with and including J-bolts, nut and neoprene washers SM ,306, C 150mm dia. Half round ridge cap 66 LM , D Do; hip cap 30 LM , D Do; Valley cap 30 LM , E Raking cutting roofing tiles 132 LM , Trusses (ll timber work is provisional) The following in pressure impregnated first grade cypress timber H 150 x 50mm Rafters 672 LM , I Ditto tie beams 528 LM , J Ditto king post 33 LM , K Ditto valley rafters 30 LM , L 100 x 50mm struts and ties 692 LM , N Ditto purlins 530 LM , Mild Steel O Equal angle nailing cleats overal size 100 x 50 x 50 x 2mm thick prepainted with two coats of red oxide before fixing 32 NO , MH/7

8 Carried to Collection 6,439, ROOFING - (CONTINUED) The following in second grade celcured and well seasoned cypress timber 100 x 50 mm wall plate bolted to wall with and including 12mm diameter bolts 60mm long at 1000mm centres 205 LM , B 200 x 50mm Ridge board 66 LM , C Bore hole in 50mm thick timber for 12mm diameter bolts 115 NO , D Make mortice in reinforced concrete for 12mm diameter bolts 115 NO , Eaves E 50 x 50mm second grade celcured and well seasoned cypress timber brandering 123 LM , F Ditto but plugged 25 LM 100 2, Fascia Board G 225 x 25 mm thick wrot cypress fascia /barge boards fixed to end of rafters (m/s) 205 LM , H Ditto barge boards ditto 60 LM , Rain water goods Gutters K 150 x 100mm galvanized iron gutter gauge 24 fixed to fascia boards (m/s) with and including approved steel brackets at 1000mm centres 205 LM , L Extra over gutter for stopped ends 12 NO 400 4, M Ditto but for 100 mm diameter outlet 12 NO 400 4, MH/8

9 Carried to Collection 454, ROOFING - (CONTINUED) Downpipe 100 mm diameter galvanised iron downpipe gauge 24 fixed to wall with and including holder butts at 1000mm centres 216 LM , B Extra over downpipe for swanneck 1200mm long 12 NO , C Ditto horse shoe 300 mm long 12 NO 240 2, Decoration and painting Knot, stain prepare and apply three coats oil gloss paint to: D General surfaces of timber 25 SM 300 7, E Surfaces of timber mm girth 205 LM 90 18, Prepare and apply three coats gloss oil paint to: F General surfaces of metal gutters 45 SM , G Surfaces of large pipes 12 SM 200 2, , COLLECTION FROM PGE MH/7 6,439, FROM PGE MH/8 454, FROM BOVE 272, MH/9

10 TOTL FOR ELEMENT NO. 4 CRRIED TO (ROOFING) SUMMRY 7,166, ELEMENT NO.5 DOORS Mild steel Doors 4000 x 3000mm high mild steel pannel door comprising of 6 No. Size 300 x 800mm high and 3No. Size 300 x 450mm high including 900 x 200mm and 900 x 300mm high double plates complete with 100 x 50 x 3mm RHS framing and metal lugs including purpose made hanging and locking accessories once primed with red oxide primer before delivery to the site including three lever mortice lock as per 'Union' Ref 2277 or other equal and approved manufacturer. 2 NO , B Ditto 2000 x 3000 mm high 1 NO , Panneled door 50mm thick mahogany pannelled door, comprising 150 x 50mm top rail, 150 x 50mm stiles, 150 x 50mm middle rails, 200 x 50mm bottom rail infilled with 50mm thick solid moulded timber panels in 6 No. per leave with moulded beading around panels; edges bevelled and grooved into frames; all framed, clamped and grooved together. B Double door; overall size 1500 x 2400mm high with two openable leaves overall size 900 x 2400 mm high, infilled with solid moulded timber panels. 3 No , MH/10

11 Carried to Collection 435, Frames & Finishings Wrot Mahogany or other equal and approved :- 100mm x 50mm Frame with two labours plugged 16 LM , B 45 x 38mm architrave 16 LM 200 3, C 25mm diameter quadrant 16 LM 150 2, Supply and fix the following ironmongery with screws to match. D 3 Lever mortice lock and set furniture Ref.Union NO , E 100mm Brass butts hinges 5 PRS 300 1, F 40mm Diameter rubber door stops 3 NO G Double action floor springs; hold open: ref. X 8513 D-H 6 NO 17, , H Fanlight Glazing 4mm Thick clear glass and glazing fixed with and including timber glazing beading; size 900 x 300mm high 3 NO 500 1, MH/11

12 Carried to Collection 140, DOORS - (CONTINUED) Painting Prepare and apply three coats wood preservative primer to backs of timber frame not exceeding 100mm girth 16 LM Prepare and apply three coats of premium quality clear varnish as "Basco Paints - Duracoat" or "Crown Paints" to D General surfaces of timber 7 SM 300 2, C Surfaces between 200mm to 300mm girth 16 LM 90 1, D Ditto between 100mm to 200mm girth 16 LM E Ditto not exceeding 100mm girth 16 LM Prepare and apply three coats gloss oil paint to: F General surfaces of metal 54 SM , Carried to Collection 22, COLLECTION FROM PGE MH/10 435, FROM PGE MH/11 140, FROM BOVE 22, MH/12

13 TOTL FOR ELEMENT NO. 5 CRRIED TO (DOORS) SUMMRY 597, ELEMENT NO.6 WINDOWS 250 x 25mm Precast concrete window cill bedded and jointed with cement and sand (1:3) mortar 56 LM , Supply & fix the following purpose made steel casement window fabricated from standard sections complete with frames, mullions and transomes including all necessary locking and window stays, screws and nuts once shop primed before delivery to site B Steel casement window size 4000 x 900mm high. 12 NO , Burglar proofing. C Overall size 2000 x 1500mm high comprising of 25 x 6mm mild steel flat framing and 12mm diameter horizontal and vertical round bars at 125mm centres 4 NO , The following in wrot cypress D 225 x 25mm Pelmet top 56 LM , E 125 x 25mm Pelmet fascia 56 LM , F 225 x 25mm Window board 56 LM , MH/13

14 Carried to Collection 326, WINDOWS - (CONTINUED) 50 x 50mm bearer plugged 56 LM 150 8, B 225 x 100 x 25mm Pelmet box ends 24 NO 100 2, C luminium curtain rail 56 LM , mm Thick one way glass and glazing fixed with and including putty to steel windows D Panes square metres 44 SM , mm Thick obscure glass and glazing fixed with and including putty to steel windows E Panes square metres 1 SM , F Prepare and apply three coats wood preservative primer to backs of timber frame not exceeding 100mm girth 45 LM 40 1, G Ditto mm girth 56 LM 40 2, Prepare and apply three coats gloss oil paint to surfaces of metal H Glazed surfaces; both sides (measured gross) 44 SM 200 8, I Ditto grilled surfaces; both sides (measured gross) 44 SM 200 8, Sand, stain, prepare and apply three coats clear polyurathane varnish to timber surfaces J Ditto mm girth 45 LM 60 2, Carried to Collection 108, COLLECTION MH/14

15 FROM PGE MH/13 326, FROM BOVE 108, TOTL FOR ELEMENT NO. 6 CRRIED TO (WINDOWS) SUMMRY 434, ELEMENT NO. 7 EXTERNL FINISHINGS Walls Extra over walling for smooth chisel dressing with flush pointed vertical joints and recessed horizontal joints 891 SM , mm thick gauged lime (1:2:9) plaster to : B Beams 516 SM , C Columns 72 SM , Prepare and apply three coats of first grade silk vinly emuilsion paint as per "Crown Berger" or other equal and approved to: D Plastered surfaces of beams and Columns 588 SM , MH/15

16 TOTL FOR ELEMENT NO. 7 CRRIED TO (EXTERNL FINISHES) SUMMRY 457, ELEMENT NO. 8 INTERNL FINISHES FLOORS Cement and sand (1:4) screeding smooth trowelled 32mm thick screed prepared to receive terrazzo finishes(m/s) 2,178 SM , mm thick, 2 No. coat work terrazzo; approved colour; cement and marble chippings (1:2); machine polished; to concrete or blockwork base generally to: - B To floor. 2,178 SM 2,500 5,445, C 100 x 8mm skirting 198 LM , Ceiling D 10mm thick lluminium foil from jumbochem including all accessories 2,178 SM ,178, MH/16

17 Carried to Collection 8,424, INTERNL FINISHES - (CONTINUED) Walls Cement and sand (1:3) plaster 12mm Thick to wall surfaces 2,232 SM 600 1,339, Prepare and apply three coats first grade plastic emulsion paint B Plastered walls 2,232 SM , Carried to Collection 2,008, COLLECTION FROM PGE MH/16 8,424, FROM PGE MH/17 2,008, MH/17

18 TOTL FOR ELEMENT NO. 8 CRRIED TO (INTERNL FINISHES) SUMMRY 10,433, SECTION SUMMRY SUBSTRUCTURES.. MH/3 16,903, B REINFORCED CONCRETE SUPERSTRUCTURE.. MH/5 4,254, C WLLING.. MH/6 3,540, D ROOFING. MH/9 7,166, E DOORS.. MH/12 597, F WINDOWS. MH/14 434, G EXTERNL FINISHES. MH/15 457, H INTERNL FINISHES.. MH/17 10,433, ,788, MH/18