Item Description Qty Unit Rate Total x 1500 mm with one fixed light and two hanging lights 18 No 9, ,000

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1 ELEMENT NO.1 WINDOWS Standard steel casement windows complete with hinges, stays, fasteners, pinning lugs to concrete or block work surround and bedding frame in cement and sand mortar A 1550 x 1500 mm with one fixed light and two hanging lights 18 9, ,000 B 500 x 700 mm ditto with one fanlight 2 4,500 9,000 C 5 mm clear glas fixed with metal putty in windows m 2 42 Sm 1,200 50,400 D Ditto obscure glass 2 Sm 1,400 2,800 Pelment boxes E 150 x 25 mm hardwood fascia and front pelmet box 86 Lm ,400 F 25 x 25 mm hardwood bearers 43 Lm 100 4,300 G "I" section aluminium curtain rail complete with roller 43 Lm ,350 Painting and decorating H Prepare and apply red oxide primer and two coats oil paint on metal windows internally 44 Sm 180 7,920 I Ditto externally 44 Sm 180 7,920 J Prepare and apply undercaota and two coats oil paint on pelment boxes mm girth 86 Lm 100 8,600 TOTAL OF WINDOWS CARRIED TO SUMMARY 306,690 MTB / 1

2 ELEMENT NO. 2: DOORS A Supply and fix steel door size 1000 x 2400 mm high complete with frame and decorative and lock with fanlight 5 15,000 75,000 B Ditto size 1500 x 2400 mm (casement) 2 18,000 36,000 C 45 mm semi solid core flush door size 900 x 2100mm 7 4,000 28,000 D Hardwood door frame size 150 x 50 mm complete with fanlight 45 Lm ,000 E 25 x 25 quadrant 45 Lm 100 4,500 F 50 x 20 mm architrave 45 Lm 150 6,750 G 4 mm clear glass 10 Sm 1,200 12,000 Iron mongery H 100 mm butt hinges heavy duty 24 Prs 300 7,200 I Two lever mortice locks 7 2,800 19,600 J Approved mild steel door locks 7 4,000 28,000 K 900 x 150 mm kick plate ,200 L 25 mm diameter rubber door stop ,200 M N Painting and decorating Aluminium wood primer to back of frame not exceeding 100 mm girth 45 Lm 100 4,500 Prepare and apply undercoat and two coats oil paint on general surfaces of timber 26 Sm 200 5,200 O Ditto mm girth 45 Lm 50 2,250 P Prepare and apply redoxide primer and two coats oil paint on general surfaces of metal work 38 Sm 200 7,600 TOTAL OF DOORS CARRIED TO SUMMARY 278,000 MTB / 2

3 ELEMENT NO. 3 FINISHES Floor finishes A 25 mm thick cement sand (1:3) screed 184 Sm ,480 B n slip ceramic tiles 104 Sm 1, ,000 C 100 x 8 mm ditto skirting 192 Lm ,000 D 25 mm thick polished terrazzo including dividing strip 80 Sm 1, ,000 E 100 x 25 mm ditto skirting 75 Lm ,250 F Form drainage channel 400 mm girth 8 Lm 500 4,000 External finishes G 12 mm thick cement sand (1:3) rendering 213 Sm ,250 H Prepare and apply undercoat and two coats emulsion paint externally 213 Sm ,600 Internal wall finishes I 12 mm thick cement sand (1:3) plaster on walls 335 Sm ,750 J 12 mm cement sand (1:3) backing to receive ceramic tiles 88 Sm ,000 K 8 mm ceramic wall tiles 88 Sm 1, ,600 Ceiling finishes L 50 x 50 mm sawn treated cypress brandering 331 Lm ,685 M 75 x 50 mm ditto 331 Lm ,200 N 15 mm celotex ceiling board 184 Sm ,400 O Extra over for trap door size 800 x 800 mm 1 1,000 1,000 K 75 x 20 mm cornic with two labours 192 Lm ,200 L Prepare and apply three caots plastic distemper on ceiling board 184 Sm ,120 TOTAL OF FINISHES CARRIED TO SUMMARY 909,535 MTB / 3

4 ELEMENT NO. 4 FITTINGS tice board Soft board framed in 38 x 20 mm framing recessed A tice Board size 2400 x 1200 mm 5 3,000 15,000 B Shelves 20 mm plain block board, hardwood lipped on exposed edges 120 Sm ,000 C 50 x 25 mm wrot hardwood bearers 204 Lm ,600 D Prepare and apply three coats oil paint on general surfaces 200 Sm ,000 E Ditto surfaces not exceeding 100mm girth 204 Lm ,400 Work top F Reinforced concrete (1:24) on worktop 10 Sm 1,100 11,000 G Formwork to soffites of worktop 10 Sm 300 3,000 H Ditto edges of worktop mm high 15 Lm I 10 mm diameter high yield reinforcement bars 110 Kg ,100 J 15 mm cement sand (1:3) plaster on worktop 10 Sm 220 2,200 K Ceramic tile on worktop 10 Sm 1,200 12,000 Room cupboard L 25 mm blockboard 22 Sm 1,500 33,000 M Brass piano hinges 28 Lm 250 7,000 N Brass ball catches ,000 O 100 mm pull handles ,000 P Cupboard locks ,000 Carried to collection 233,050 MTB / 4

5 A Prepare and apply undercoat and two coats oil paint on cupboards 42 Sm 200 8,400 Seats B Reinforced concrete (1:2:4) in seats 100 mm thick 12 Sm 1,100 13,200 C Formwork to soffites of concrete seats 12 Sm 400 4,800 D Ditto edges mm high 25 Lm 100 2,500 E 10 mm diameter high yield bars 120 Kg ,400 F 200mm dwarf wall in cement sand (1:3) mortar 15 Sm 1,300 19,500 G 12 mm thick cement sand (1:3) plaster on dwarf walls 30 Sm 250 7,500 H Ditto on seats 12 Sm 250 3,000 Rails and pelment boxes in wards I 12 mm diameter galvanized mild steel curtain pipes with stands for partitioning wards 32 Lm ,000 Carried to collection below 89,300 COLLECTION Brought forward from page MTB / 4 233,050 Brought down from above 89,300 TOTAL OF FITTINGS CARRIED TO SUMMARY 322,350 MTB / 5 SUMMARY 1 WINDOWS FROM PAGE MTB / 1 306,690 2 DOORS FROM PAGE MTB / 2 278,000 3 FINISHES FROM PAGE MTB / 3 909,535

6 4 FITTINGS FROM PAGE MTB / 5 322,350 TOTAL OF BUILDER'S WORK CARRIED TO MAIN SUMMARY 1,816,575 MTB / 6 MECHANICAL WORKS: - Sanitary fittings: - A B Wash hand basin size 560 x 405mm including all fittings as described 7 6,500 45,500 Armitage English water closet including all fittings and ceramic cistern 2 15,000 30,000 C Ditto Asian type 1 12,000 12,000 D Concealed chrome plated shower mixer for hot and cold water as described 1 5,000 5,000 E Robe hooks ,600 F Toilet roll holders semi-recessed in vitreous China size 165 as described 3 2,000 6,000 G 6mm polished miror size 610 x 457mm as described 2 1,200 2,400 H 6mm polished plate mirror 700 x 1400mm 7 1,500 10,500 Internal drainage: - H 15mm diameter PPR pipe 40 Lm ,000 I 20mm diameter ditto 50 Lm ,500 Extra-over pipe work for: - J 15mm bends ,300 K 20mm ditto ,500 L 20 x 15 x 15mm tees ,500 M 20 x 25 x 15mm tees N 25 x 25 x 15mm ditto

7 O 25mm gate valve 2 2,000 4,000 P 20 mm ditto 2 1,800 3,600 Q 20mm union ,250 Carried to collection 156,850 PLM / 1 A Chrome plated towel rail 1 1,200 1,200 Water storage tank: - B 10,000 litres plastic water storage tank as "KENTANK"or equal and approved 1 100, ,000 Water tank tower C Excavate pits for bases not exceeding 1.5 m deep 4 Cm 250 1,000 D Return, fill and ram 2 Cm E Cart away surplus excavated materials 2 Cm F Reinforced concrete (1:2:4) in bases, columns and - beams 5 Cm 11,000 55,000 G 150 mm suspended slab (1:2:4) concrete 9 Sm 1,650 14,850 H Formwork to concrete surfaces 30 Sm ,000 I 8 mm diameter high yield reinforcement bars 600 Kg ,000 J 12 mm ditto 600 Kg ,000 K 12 mm thick cement sand plaster on concrete surfaces 47 Sm ,750 Internal drainage: - L 100mm "Grey" UPVC pipes 32 Lm ,200 M 50mm diameter ditto 20 Lm ,000 N 32mm ditto 10 Lm 400 4,000 O 100mm diameter bends ,400 P 40mm ditto ,400 Q 50mm ditto ,400 R 32mm ditto ,450 S 50mm tees ,500 K 50 x 40mm PVC reducer ,800 L 40 x 32mm ditto ,600 M 100mm diameter vent cowl N 100mm diameter weath Apron

8 O 100mm gulley trap complete with chamber and mildsteel grating 4 2,500 10,000 Carried to collection 400,800 PLM / 2 A 100 x 50mm diameter floor trap ,000 B Allow for testing and commissioning 1 Item 2,000 2,000 Supply and install: - Fire fighting Equipment: - C Water C02 extinguisher 9 litres 1 9,000 9,000 D Portable Co2 fire extinguisher - 5Kg 1 8,000 8,000 Carried to collection below 21,000 COLLECTION: - Brought forward from page PLM / 1 156,850 Brought forward from page PLM / 2 400,800 Brought down from above 21,000 TOTAL OF MECHANICAL WORKS, CARRIED TO MAIN SUMMARY 578,650 PLM / 3 EXTERNAL WORKS: - Septic tank: - A Excavate oversite average 150mm deep 27 Sm 50 1,350

9 B Excavate pit not exceeding 1.5m deep 31 Cm 250 7,750 C Ditto m deep 25 Cm 260 6,500 D Extra-over for excavating in rock 1 Cm E Return fill and ram 16 Cm 150 2,400 F Load and cart away surplus excavated material 31 Cm 150 4,650 G Allow for keeping excavations free from water 1 Item 2,000 2,000 H Allow for planking and strutting 1 Item 2,000 2,000 I J 50mm thick class 15 as described in blinding to base of septic tank 22 Sm 450 9,900 Mass concrete mix (1:2:4) in 75mm haunching to inspection chamber 1 Cm 8,000 8,000 K Reinforced concrete class 20 in 150mm thick slab 22 Sm 1,650 36,300 L Ditto 150mm baffle wall 2 Cm 11,000 22,000 Reinforcement: - M 8mm diameter bars 20 Kg 110 2,200 N 10mm ditto 235 Kg ,850 O BRC mesh type A Sm Sawn formwork to: - P Soffites of suspended slab 27 Sm ,800 Q Sides of baffle walls 15 Sm 400 6,000 R Edges slab mm high 51 Lm 100 5,100 Walling: - S 150mm natural stone (Taveta) walling in cement sand (1:3) mortar 18 Sm 1,200 21,600 T 200mm ditto 42 Sm 1,400 58,800 Carried to collection 234,500 EW/1 A 25mm thick externally wall plaster 30 Sm 250 7,500 B 20mm internal wall plaster to septic tank 58 Sm ,500

10 C 32mm floor screed to septic tank 27 Sm 350 9,450 Soak pit: - D Excavate pit not exceeding 1.5m deep 6 Cm 250 1,500 E Ditto m deep 6 Cm 260 1,560 F m deep 6 Cm 270 1,620 H Extra over rock excavation 12 Cm 700 8,400 I Load and cart away excavated material 24 Cm 150 3,600 J Reinforced concrete (1:2:4) in strip foundation 1 Cm 11,000 11,000 K Ditto in 100mm cover slab 1 Cm 1,100 1,100 Sawn formwork to: - L Sides of foundation 2 Sm M Soffites of suspended slab 3 Sm 400 1,200 N Edges ditto mm high 6 Lm High yield reinforcement bars: - P 10mm ditto 30 Kg 120 3,600 Q 200mm masonry wall in cement sand (1:3) mortar 15 Sm 1,400 21,000 R 20mm external cement sand (1:3) plaster to soak pit 5 Sm 250 1,250 Waste pipes: - S Excavate trench for 100mm waste pipe 50 Lm 150 7,500 T UPVC pipe laid in trench 50 Lm ,000 Carried to collection 126,180 EW / 2 Inspection chambers: - A Construct inspection chambers size 450x450mm internal dimension as described 5 5,000 25,000

11 B Pre-cast and install reinforced concrete (class 20) chamber cover size 500 x 550mm 5 5,500 27,500 C Allow for testing the drainage system 1 Item 2,000 2,000 Carried to collection below 54,500 COLLECTION: - Brought forward from page EW / 1 234,500 Brought forward from page EW / 2 126,180 Brought down from above 54,500 TOTAL OF EXTERNAL WORKS, CARRIED TO SUMMARY 415,180 EW / 3 ELECTRICAL INSTALLATION WORKS: - Supply, install, test and commission the following: Lighting points wired in 3 x 1.5mm sq SC PVC cabdles drawn in concealed HG PVC conduit A For one way switching 24 1,800 43,200 B For two way switching 3 2,000 6,000 Light fittings complete with appropriate lamps as follows: - C D E 1200mm, 1 x 36w flourescent batten fitting as THORN cat. PP36 or approved equivalent 15 3,500 52, watts, Bulk head tungsten fitting as thorn cat. OLG 1100 or approved equivalent 5 2,500 12, w Bulk head fitting for 100 watts BC lamp with glass bowl as THORN OLG 1100 or approved equivalent 5 2,500 12,500

12 F Emergency lights non-maintained as THRON cat 3 5,000 15,000 G H Socket outlet points in 3 x 2.5mm sq copper cables in concealed HG in RING 10 1,800 18,000 13A single switched socket ivory type as MK range or approved equivalent in item E above ,000 Lighting switches 5A moulded case as MK range or approved equivalent: - I Two gang one way J One gang two way ,200 K One gang one way ,100 L 6way 100A SP & N consumer unit as crabtree cat or approved equivalent flush mounted 1 10,000 10,000 Carried to collection 188,700 E / 1 MCB's: - A 10A SP ,000 B 30A SP ,000 C Sub-mains in 3 x 10mm2 single core copper cables in 32mm DIA HG conduit 12 Lm 800 9,600 D Fabricate 16G single tarriff meter Board 1 10,000 10,000 E 60/80A KMBG 1 5,000 5,000 F Earthing to MOW and KPLC standards 1 Lot 4,500 4,500 Carried to collection below 31,100 COLLECTION: - Brought forward from page E / 1 188,700 Brought down from above 31,100

13 TOTAL OF ELECTRICAL INSTALLATION WORKS, CARRIED TO MAIN SUMMARY 219,800 E / 2 PROVISIONAL & PRIME COST SUMS PROVISIONAL SUMS A B Provide a provisional sum of Kshs 200,000 for contigencies 150,000 Provide a provisional sum of Kshs 100,000 for for Contract Implementation Committee management. 100,000 C D A Provide a provisional sum of five hundred Thousand for pit latrine and Placenta 500,000 Provide a provisional sum of one hundred Thousand for Placenta Pit 100,000 PRIME COST SUMS Provide a prime cost sum of Kshs 200,000 for sluice unit 200,000 TOTAL OF PROVISIONAL & PRIME COST SUMS CARRIED TO MAIN SUMMARY 1,050,000 PS / 1 MAIN SUMMARY: - A PRELIMINARIES 250,000 B BUILDER'S WORK FROM PAGE MTD / 6 1,816,575 C MECHANICAL WORKS FROM PAGE PLM / 3 578,650 D EXTERNAL WORKS FROM PAGE EW / 3 415,180

14 E F ELECTRICAL INSTALLATION FROM PAGE EL / 2 219,800 P.C. & PROVISIONAL SUMS FROM PAGE PS / 1 1,050,000 SUB TOTAL 4,330,205 ADD 16% VAT 692,833 TOTAL CARRIED TO FORM OF TENDER 5,023,038 AMOUNT IN WORDS CONTRACTORS NAME... ADDRESS.. SIGNATURE DATE NAME OF WITNESS... ADDRESS.. SIGNATURE DATE GS / 1