Montessori BoQ Priced

8/3/2019 Montessori BoQ Priced

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NEW CONSTRUCTION WORKS AT MONTESSORI EDUCATION CENTRE

GRAND SUMMARY

Amount

1 PRELIMINARIES 197,264,904 Ugx

2 CLASSROOM BLOCK 1,808,895,200 Ugx

3 MULTI-PURPOSE HALL 547,504,700 Ugx

4 KITCHEN BLOCK 126,923,210 Ugx

5 CHANGING ROOMS 71,721,350 Ugx

6 PRE-PRIMARY BLOCKS 281,167,430 Ugx

7 CARE-TAKERS UNIT 44,369,350 Ugx

8 WAITING SHEDS 63,617,300 Ugx

9 SITE WORKS 495,913,700 Ugx

10 DAYWORKS 7,001,085 Ugx

11 ELECTRICAL INSTALLATION 250,803,450 Ugx

12 MECHANICAL INSTALLATION 247,381,300 Ugx

13 SUB-TOTAL 1 4,142,562,979 Ugx

14 ADD PROVISIONAL SUM FOR CONTINGENCY 5% 207,128,149 Ugx

15 SUB-TOTAL 1 4,349,691,128 Ugx

16 ADD VAT 18% 782,944,403 Ugx

17 TOTAL CARRIED TO CONTRACTOR'S FORM 5,132,635,531 Ugx

Bills of Quantities

Grand Summary

New Construction Works at Montessori Education Centre

Page No. GS/1


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Item Description Qty Unit Rate Amount

Ugx Ugx

BILL No. 1

PRELIMINARIESConditions of Contract

Particulars

1.01Insurance of works, plant and

materials

1.02 Insurance of other property

1.03Insurance against personal

injury or death.

1.04 Testing of materials & samples

1.05 Performance security

Specific Matters

The bidder shall allow here for

the specific items.

1.06 Tools, plant and scaffolding

1.07 Site supervision

1.08 Telephone

1.09 Site office

1.10 Water for works

1.11 Light and power for works

1.12 Site security

1.13 Hoarding

1.14 Signboards

1.15 Removing rubbish and cleaning

1.16 Photographs & site records

TOTAL BILL No. 1 (PRELIMINARIES)

TO GENERAL SUMMARY

Bills of Quantities: Preliminaries


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BILL No. 2: CLASSROOM BLOCK

SUMMARY

1 SUBSTRUCTURE 211,248,300 Ugx

2 RC SUPERSTRUCTURE 516,082,600 Ugx

3 WALLING 156,457,000 Ugx

4 ROOF & RAINWATER DISPOSAL 146,138,500 Ugx

5 WINDOWS 114,035,500 Ugx

6 DOORS 108,809,000 Ugx

7 EXTERNAL FINISHES 108,072,000 Ugx

8 INTERNAL FINISHES 437,274,300 Ugx

9 FITTINGS & FIXTURES 10,778,000 Ugx

TOTAL BILL No. 2 (CLASSROOM BLOCK) CARRIED TO

GENERAL SUMMARY 1,808,895,200 Ugx

Bills of Quantities: CLASSROOM BLOCK


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ELEMENT No. 1SUBSTRUCTURE

Site preparation

1.01 Excavate oversite to remove vegetable soil average 150mm

thick, remove excavated material from site 1,470 m2

1,800 Ugx 2,646,000 Ugx

Excavations & earthworks

1.02 Excavate for foundation trenches commencing from reduced

level: not exceeding 1.5m deep 676 m

3

5,000 Ugx 3,380,000 Ugx

1.03 Excavate pit for column bases commencing from stripped level;

not exceeding 1.5m deep 451 m3

5,000 Ugx 2,255,000 Ugx

1.04 Return, fill and ram selected excavated materials around

foundations in 150mm layers and compact to 98% MDD. 883 m3

3,000 Ugx 2,649,000 Ugx

1.05 Load, cart, deposit, spread and level surplus excavated

material where directed on site. 244 m3

7,000 Ugx 1,708,000 Ugx

1.06 Extra over all excavations and earthworks for breaking up rock

at any point 34 m3 55,000 Ugx 1,870,000 Ugx

1.07 Allow for provision and subsequent removal of planking and

strutting to uphold and maintain all faces of excavations

generally. 1 item 100,000 Ugx 100,000 Ugx

1.08 Allow for keeping all excavations free from water by pumping,

bailing or other means necessary. 1 item 100,000 Ugx 100,000 Ugx

Hardcore filling.

1.09 230mm filling: deposit, spread, level and compact: 30mm lakesand blinding. 1,090 m

25,600 Ugx 6,104,000 Ugx

Mass concrete mix (1:4:8): in

1.10 50mm thick blinding to foundations 465 m2

9,000 Ugx 4,185,000 Ugx

Total carried to collection 24,997,000 Ugx

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In-situ reinforced concrete class 25/20: vibrated: in

1.11 Strip foundations 72 m3

230,000 Ugx 16,560,000 Ugx

1.12 Steps and ramps 6 m3

230,000 Ugx 1,380,000 Ugx

1.13 Column bases 62 m3

230,000 Ugx 14,260,000 Ugx

1.14 Columns 4 m3

230,000 Ugx 920,000 Ugx

1.15 Ground beams 52 m3

230,000 Ugx 11,960,000 Ugx

1.16 150mm thick ground floor slab 1,180 m2

34,500 Ugx 40,710,000 Ugx

Mesh reinforcement

1.17 Mesh fabric reinforcement ref. A142 weighing 2.22 kg per

square metre: in floor slab: all necessary supports: 200mm side

and end laps 1,180 m2

7,500 Ugx 8,850,000 Ugx

High tensile steel reinforcement to BS 4461 including

cutting to lengths, bending, hoisting and fixing including

all necessary tying wire and spacing blocks.

1.18 12mm bars 1,032 kg 2,500 Ugx 2,580,000 Ugx

1.19 16mm bars 7,629 kg 2,500 Ugx 19,072,500 Ugx

1.20 20mm bars 8,865 kg 2,500 Ugx 22,162,500 Ugx

Mild steel rod reinforcement to BS 4461 as described.

1.21 8mm bars 1,543 kg 2,500 Ugx 3,857,500 Ugx

Sawn formwork: to

1.22 Sides: column bases 163 m2

14,000 Ugx 2,282,000 Ugx

1.23 Sides: columns 82 m2

14,000 Ugx 1,148,000 Ugx


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Sawn formwork: to

1.24 Sides: ground beams 382 m2

14,000 Ugx 5,348,000 Ugx

1.25 Curved sides: ground beams 69 m2

19,000 Ugx 1,311,000 Ugx

1.26 Sides: ramps 42 m2

14,000 Ugx 588,000 Ugx

1.27 Edges: beds over 75mm but not exceeding 150mm thick

199 lm 4,000 Ugx 796,000 Ugx

Substructure walls

1.28 230mm thick solid concrete block walls: with 2No. 6mm steel

bars every alternate course: bedded and jointed in cement and

sand (1:4) mortar 632 m2

34,000 Ugx 21,488,000 Ugx

Anti-termite treatment

1.29 Gladiator' or other equal approved anti-termite chemical

treatment: applied in accordance with the manufacturer's

instructions 1,645 m2

1,500 Ugx 2,467,500 Ugx

Damp proof membrane

1.30 Gauge 1000 polythene damp proof membrane including

300mm laps. 1,180 m2

2,000 Ugx 2,360,000 Ugx

Hessian based damp proof courses as described bedded,

jointed in cement mortar (1:3).

1.31 Bituminous felt damp proof course: 200mm wide: 230mm laps 315 lm 2,500 Ugx 787,500 Ugx

1.32 Ditto 100mm wide ditto 32 lm 2,500 Ugx 80,000 Ugx

Plinth finishes

1.33 75mm thick selected stone slates to plinth walls and bedded,

jointed and pointed in cement and sand (1:3) mortar.

77 m2

24,000 Ugx 1,848,000 Ugx


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Splash apron

1.34 75mm thick concrete class 25/20mm aggregate splash

reinforced with and including fabric mesh reinforcement ref

A98. 103 m2

20,500 Ugx 2,111,500 Ugx

1.35 Concrete downstand to ditto size 75 x 125mm deep to egde of

splash apron 176 lm 4,300 Ugx 756,800 Ugx

1.36 38mm thick cement and sand (1:3) paving on splash apron

wood float finish 103 m2

5,500 Ugx 566,500 Ugx


COLLECTION

Total Page No. 2/2 24,997,000 Ugx




TOTAL ELEMENT No. 1 (SUBSTRUCTURES) CARRIED TO

SUMMARY 211,248,300 Ugx

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ELEMENT No. 2

RC SUPERSTRUCTURE

FRAME

Sawn formwork: to

2.01 Sides: beams 851 m2

14,000 Ugx 11,914,000 Ugx

2.02 Curved sides: beams 43 m2

19,000 Ugx 817,000 Ugx


14,000 Ugx 9,814,000 Ugx

2.04 Sides and soffites: cantilevered beams 443 m2 14,000 Ugx 6,202,000 Ugx

2.05 Curved sidesand soffites: cantilevered beams 122 m2

19,000 Ugx 2,318,000 Ugx

High yield tensile steel bar reinforcement to BS 4461 as

described including cutting to lengths, bending, hoisting

and fixing including all necessary tying wire and spacing

blocks.

2.06 12mm bars 5,179 kg 2,500 Ugx 12,947,500 Ugx

2.07 16mm bars 6,253 kg 2,500 Ugx 15,632,500 Ugx

2.08 20mm bars 24,290 kg 2,500 Ugx 60,725,000 Ugx

2.09 25mm bars 12,620 kg 2,500 Ugx 31,550,000 Ugx

Mild steel round steel bars to B.S. 4441 as described.

2.10 8mm bars 4,414 kg 2,500 Ugx 11,035,000 Ugx


2.11 Horizontal beams 89 m3

230,000 Ugx 20,470,000 Ugx

2.12 Cantilevered beams 60 m3

230,001 Ugx 13,800,060 Ugx

2.13 Columns 38 m3

230,000 Ugx 8,740,000 Ugx


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UPPER FLOORS

Sawn formwork: to

2.14 Soffits: suspended composite slab 2,269 m2

14,000 Ugx 31,766,000 Ugx

2.15 Soffits: suspended solid slab 998 m2

14,000 Ugx 13,972,000 Ugx

2.16 Sloping soffits: suspended solid slab 90 m2

14,000 Ugx 1,260,000 Ugx

2.17 Edges: slabs over 150 but not exceeding 225mm girth 597 lm 6,000 Ugx 3,582,000 Ugx


described.

2.18 12mm bars 28,800 kg 2,500 Ugx 72,000,000 Ugx

2.19 16mm bars 3,616 kg 2,500 Ugx 9,040,000 Ugx


2.20 8mm bars 1,078 kg 2,500 Ugx 2,695,000 Ugx

2.21 Mesh fabric reinforcement ref. A142 weighing 2.22kg per

square metre: in suspended slab as described. 438 m2

7,500 Ugx 3,285,000 Ugx


2.22 200mm thick solid slab including margin around maxpans 1,088 m2

46,000 Ugx 50,048,000 Ugx

2.23 200mm thick hollow pot suspended slabs construction:

comprising 375 x 150 x 150mm hollow clay blocks in single file:

150mm wide vibrated reinforced concrete class 25/20 ribs

between each line of blocks: 50mm thick vibrated reinforced

concrete class 25/20 topping reinforced with A142 mesh fabric

(m/s) 2,269 m2

38,160 Ugx 86,585,040 Ugx

STAIRS

Sawn formwork: to

2.24 Sloping soffites of staircase 105 m2

14,000 Ugx 1,470,000 Ugx

2.25 Soffits: suspended landings 90 m2

14,000 Ugx 1,260,000 Ugx


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2.26 Raked edge of staircase, average 287mm girth 63 m2

14,000 Ugx 882,000 Ugx

22.7 Faces of risers, 150mm girth 330 lm 4,000 Ugx 1,320,000 Ugx


described.

22.8 12mm bars 4,984 kg 2,500 Ugx 12,460,000 Ugx

22.9 16mm bars 1,722 kg 2,500 Ugx 4,305,000 Ugx


22.10 8mm bars 322 kg 2,500 Ugx 805,000 Ugx


22.11 Staircase 26 m3

230,000 Ugx 5,980,000 Ugx

22.12 150mm thick landing 90 m2

32,250 Ugx 2,902,500 Ugx

Staircase balustrades

22.13 1000mm high balustrading comprising 38 x 38 x 3mm mildsteel square hollow section(SHS) balusters at 1200mm centres

each 950mm high with one end grouted to Concrete floor and

other end welded to flat: 2 No. 38 x 38 x 3mm SHS middle rails

472mm apart welded to balusters: 38 x 38 x 3mm SHS vertical

infill bars at 300mm centres welded to middle rails and flat: 38

x 6mm mild steel flat welded to top of balusters: Ex 75 x 50mm

hardwood handrail fixed to top of flat.

36 lm 95,000 Ugx 3,420,000 Ugx

22.14 Ex 75 x 50mm hardwood handrail fixed to top of flat 42 x 6mm:

flat fixed in position with steel bars 12mm at 300mm centres.36 lm 30,000 Ugx 1,080,000 Ugx


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COLLECTION




TOTAL ELEMENT No. 2 (R C SUPERSTRUCTURE)

CARRIED TO SUMMARY 516,082,600 Ugx

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ELEMENT No. 3

WALLING

Solid concrete block walling load bearing (4.5N/mm2) to BS

6073 in cement and sand mortar 1:3 mix, laid in suitable

bond, with 6mm mild steel strips laid horizontally every

alternate course.

3.01 200mm thick walling 2,745 m2

34,000 Ugx 93,330,000 Ugx

3.02 200mm thick screen /sunbreaker walling 347 m2

34,000 Ugx 11,798,000 Ugx

3.03 200mm thick walling; curved to profile 638 m2 38,000 Ugx 24,244,000 Ugx

3.04 Labour and materials for eaves filling in 200mm thick walls:

400mm high 80 lm 13,600 Ugx 1,088,000 Ugx

Pompeii grilles or other equal and approved decorative

grilles as 'Uganda Clays' or other equal and approved.

3.05 200mm thick walling 86 m2

24,000 Ugx 2,064,000 Ugx

Precast concrete grade 30 units: reinforced as necessaryand finished fairface on all exposed sides including

hoisting and fixing in position including bedding, pointing

and jointing in cement and sand mortar.

3.06 Copping 350 x 75mm weathered and twice check throated 332 lm 14,000 Ugx 4,648,000 Ugx

Metal work

3.07 1000mm high balustrading comprising 38 x 38 x 3mm mild

steel square hollow section (SHS) balusters at 1200mm

centres each 950mm high with one end grouted to concrete

floor and other end welded to flat: 2 No. 38 x 38 x 3mm SHS

middle rails 472mm apart welded to balusters: 38 x 38 x 3mm

SHS vertical infill bars at 300mm centres welded to middle rails

and 75mm pipe top rail the whole having one coat red oxide

primer and three coats gloss oil paint.

203 lm 95,000 Ugx 19,285,000 Ugx

TOTAL ELEMENT No. 3 (WALLING) TO SUMMARY 156,457,000 Ugx

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ELEMENT No. 4

ROOF

RC works

Sawn formwork: to

4.01 Soffits: suspended roof slab 236 m2

14,000 Ugx 3,304,000 Ugx

4.02 Sides and soffites: ring beams 531 m2

14,000 Ugx 7,434,000 Ugx

4.03 Curved sides and soffites: ring beams 29 m2

19,000 Ugx 551,000 Ugx

High yield tensile steel bar reinforcement to BS 4461 asdescribed including cutting to lengths, bending, hoisting


blocks.

4.04 12mm bars 217 kg 2,500 Ugx 542,500 Ugx

4.05 16mm bars 2,591 kg 2,500 Ugx 6,477,500 Ugx

4.06 20mm bars 4,051 kg 2,500 Ugx 10,127,500 Ugx

4.07 25mm bars 2,821 kg 2,500 Ugx 7,052,500 Ugx


4.08 8mm bars 1,605 kg 2,500 Ugx 4,012,500 Ugx


4.09 Ring beams 51 m3

230,000 Ugx 11,730,000 Ugx

4.10 200mm thick solid slab 236 m2

46,000 Ugx 10,856,000 Ugx


6073 as described.

4.11 200mm thick parappet walling 191 m2

34,000 Ugx 6,494,000 Ugx

4.12 200mm thick parappet walling: curved to profile 232 m2

38,000 Ugx 8,816,000 Ugx


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Waterproofing roof slabs

Cement and sand (1:4) screed with waterproofing agent:

on concrete: wood floated

4.13 25mm thick screed: to receive quarry tiles. 236 m2

9,000 Ugx 2,124,000 Ugx

4.14 Ditto 200mm high skirting 165 lm 1,800 Ugx 297,000 Ugx

Supply and fix 300 x 225mm red clay quarry tiles as

'Uganda Clays' or other equal and approved: on prepared

screed (m/s): joints pointed in matching cement grout

4.15 12mm thick tiles: on screed. 236 m2

26,000 Ugx 6,136,000 Ugx


Precast concrete grade 30 units: reinforced as necessary

and finished fairface on all exposed sides including




4.18 Ditto curved to profile 69 lm 16,000 Ugx 1,104,000 Ugx

Note: Rendering and parked stone finishes measured

under finishes.

Roof Structure

Sawn cypress: pressure impregnated with preservative

The following in 34No trusses of 8.0m span

4.19 50 x 150mm principal rafter 313 lm 7,000 Ugx 2,191,000 Ugx

4.20 50 x 100mm struts and ties 422 lm 5,500 Ugx 2,321,000 Ugx

4.21 50 x 150mm tie beam 272 lm 7,000 Ugx 1,904,000 Ugx


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The following in 12No trusses of 7.40m span

4.22 50 x 150mm principal rafter 96 lm 7,000 Ugx 672,000 Ugx

4.23 50 x 100mm struts and ties 138 lm 5,500 Ugx 759,000 Ugx

4.24 50 x 150mm tie beam 89 lm 7,000 Ugx 623,000 Ugx

The following in 7No. trusses of 12.40m span

4.25 50 x 150mm principal rafter 95 lm 7,000 Ugx 665,000 Ugx

4.26 50 x 100mm struts and ties 130 lm 5,500 Ugx 715,000 Ugx

4.27 50 x 150mm tie beam 88 lm 7,000 Ugx 616,000 Ugx

Roof members

4.28 75 x 100mm wall plate including rag bolts to concrete or

masonry at 1000mm centres 497 lm 9,000 Ugx 4,473,000 Ugx

4.29 50 x 150mm purlins 820 lm 9,000 Ugx 7,380,000 Ugx

4.30 25 x 225mm wrot hardwood fascia 101 lm 12,000 Ugx 1,212,000 Ugx

Roof covering

4.31 26gauge pre-painted IT4 roofing sheets fixed with 1 side

corrugated laps and 150mm end laps with and including J bolts

with plastic washers to manufacturer's instructions 899 m2

26,000 Ugx 23,374,000 Ugx

4.32 26 gauge plain (pre-coated) roll top ridge capping complete

with bat proof blocks. 54 lm 12,000 Ugx 648,000 Ugx

Flashings

4.33 24gauge plan (pre-coated) metal flashing and jointing between

masonry or concrete and roof covering. 164 lm 12,000 Ugx 1,968,000 Ugx


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Unplasticed PVC rain water pipes and fittings as 'Marley'

or other equal and approved complete with all necessaryaccessories.

4.34 110mm streamline gutter complete with gutter unions fascia

clips for fixing to ends of trusses. 106 lm 21,000 Ugx 2,226,000 Ugx

4.35 110mm gutter angles 12 no 20,000 Ugx 240,000 Ugx

4.36 110mm stop ends 4 no 20,000 Ugx 80,000 Ugx

4.37 110 x 75mm gutter outlets 12 no 20,000 Ugx 240,000 Ugx

4.38 75mm rain water down pipe fixed and clipped to walls with

approved holderbats. 154 lm 18,000 Ugx 2,772,000 Ugx

4.39 Extra over down pipe for bends 24 no 20,000 Ugx 480,000 Ugx

4.40 Extra for horse shoe 12 no 20,000 Ugx 240,000 Ugx

Eaves soffits and finishes

4.41 Slatted eaves soffites comprising 50 x 25mm slats at 65mm

centres in 550 x 550mm square chequered perpendicular to

each other complete with coffee tray wire screen and 50 x50mm branderings at 500mm centres. 64 m

211,000 Ugx 704,000 Ugx

Knot prime stop and apply three coats of gloss oil paint to

timber surfaces.

4.42 Slated eaves soffites 64 m2

4,500 Ugx 288,000 Ugx

4.43 Surfaces exceeding 200mm but not exceeding 300mm girth.

101 lm 1,000 Ugx 101,000 Ugx


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COLLECTION





TOTAL ELEMENT No. 4 (ROOF & RAINWATER DISPOSAL)CARRIED TO SUMMARY 146,138,500 Ugx

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ELEMENT No. 5

WINDOWS

Precast concrete units: grade 30: reinforced as necessary

and finished fairface on all exposed surfaces including

hoisting and fixing in position.

5.01 75 x 285mm sunk weathered and throated window cill 409 lm 11,500 Ugx 4,703,500 Ugx

Supply and fix purpose made steel casement windows

manufactured from standard window sections:

manufacture, assemble and deliver to site: ironmongery

comprising approved hinges, stays, fasteners to opening

lights and sliding hardware for sliding panes: permanentvents with steel louvre plates: frames drilled, plugged and

screwed or built into walling: one coat red oxide primer

before delivery.

5.02

Window type W1: size 8000 x 1600mm high overall including

outer framing: 300mm high permanent vent above: 4No.sliding

panes size 400 x 1300mm: rest fixed lights. 8 no 1,536,000 Ugx 12,288,000 Ugx

5.03 Window type W2: size 8500 x 1600mm high overall including



5.04





outer framing: slit window fixed glass 2 no 3,180,000 Ugx 6,360,000 Ugx


outer framing: 300mm high permanent vent above: 2No. top

hung opening lights size 1000 x 1300mm. 70 no 384,000 Ugx 26,880,000 Ugx


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hung opening lights size 600 x 1300mm. 60 no 230,400 Ugx 13,824,000 Ugx

Glass and glazing

5.08 8mm thick clear sheet glass in large panes 53 m2

78,000 Ugx 4,134,000 Ugx

5.09 5mm thick clear sheet glass to metal with putty in panes not

exceeding 0.5m2

445 m2

36,000 Ugx 16,020,000 Ugx

Painting

5.10 Prepare touch up primer and apply one undercoat and two

finishing coats of gloss oil paint: on glazed metal windows 891 m2

6,000 Ugx 5,346,000 Ugx


COLLECTION



TOTAL ELEMENT No. 5 (WINDOWS) CARRIED TO


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ELEMENT No. 6

DOORS

Precast concrete units reinforced with 4No. 12mm high

tensile steel bars and 8mm steel stirrups at 200mm

centres.

6.01 200 x 230mm high lintel 124 lm 23,000 Ugx 2,852,000 Ugx

Purpose made steel casement door manufactured from

standard strong Z sections: burglar proofing grille

comprising 20 x 4mm flat bars at 150mm centres as

described: manufacture, assemble and deliver to site:

supply and fix all necessary ironmongery: frames drilled,plugged and screwed or built into walling: permanent vent

with steel louvre plates: one coat red oxide primer before

delivery.

6.02 1800 x 2700mm high overall: permanent vent above 600mm

high: 2No. opening shutter 900 x 2100mm high: glazing bars as

described. 16 no 972,000 Ugx 15,552,000 Ugx

6.03 1200 x 2700mm high overall: permanent vent above 600mm

high: 2No. opening shutter 600 x 2100mm high: glazing bars as

described. 48 no 648,000 Ugx 31,104,000 Ugx

Glass and glazing


exceeding 0.5m2

199 m2

36,000 Ugx 7,164,000 Ugx

Timber doors

50mm thick flush doors: solid core: mahogany veneer:

hardwood lipping to both sides.

6.05 950 x 2075mm high 55 no 100,000 Ugx 5,500,000 Ugx

6.06 850 x 2075mm high 48 no 100,000 Ugx 4,800,000 Ugx

Wrot mahogany: prime grade

6.07 50 x 200mm door frame: rebated: plugged 286 lm 18,500 Ugx 5,291,000 Ugx


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6.08 50 x 100mm door frame: rebated: plugged 225 lm 12,000 Ugx 2,700,000 Ugx

6.09 15mm quadrant beading 510 lm 4,000 Ugx 2,040,000 Ugx

6.10 40 x 20mm architrave: splayed 1,022 lm 4,000 Ugx 4,088,000 Ugx

Prepare touch up primer and apply one undercoat and

three finishing coats of gloss oil paint: on:

6.11 Glazed metal doors. 415 m2

6,000 Ugx 2,490,000 Ugx

6.12 Burglar proofing grilles 415 m2

6,000 Ugx 2,490,000 Ugx

Knot prime and stop and apply three coats of polyurethane

laquer to general surfaces of:-

6.13 Not exceeding 100mm girth 1,532 lm 1,000 Ugx 1,532,000 Ugx

6.14 Over 200 but not exceeding 300mm girth 511 lm 1,500 Ugx 766,500 Ugx

6.15 General timber surfaces: doors 412 m2

5,000 Ugx 2,060,000 Ugx

Supply and fix: English "Union" or other equal approved

ironmongery: matching screws: locks to include a set of 3keys. (Prices of locks to be inclusive of handles)

6.16

3 lever steel door lock: rebated: complete with lever furniture. 64 no 120,000 Ugx 7,680,000 Ugx

6.17 Three lever mortice lock: cat. no. 2277. complete with lever

furniture. 103 no 75,000 Ugx 7,725,000 Ugx

6.18 Mild steel dowels 10mm x 100mm long: mortice in timber

and concrete 103 no 2,500 Ugx 257,500 Ugx

6.19 250 x 25 x 3mm thick mild steel fixing cramps: one end bent

and screwed to frame: other end flanged and built into block

work or concrete 206 no 2,500 Ugx 515,000 Ugx

6.20 100mm heavy duty steel butt Hinges 155 prs 7,500 Ugx 1,162,500 Ugx

6.21 38mm rubber door stop. 231 no 4,500 Ugx 1,039,500 Ugx


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COLLECTION

Page No. 2/14 72,263,000 Ugx

Page No. 2/15 36,546,000 Ugx

TOTAL FOR ELEMENT No. 6 (DOORS) CARRIED TO


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ELEMENT No. 7

EXTERNAL FINISHES

External cement and sand(1:4) render: steel trowelled: on

masonry or concrete: to

7.01 15mm thick to walls and concrete surfaces 2,297 m2

6,000 Ugx 13,782,000 Ugx

7.02 12mm thick ditto to reveals externally 150 m2

6,000 Ugx 900,000 Ugx

100mm thick parked stone finish: bedded, jointed and

pointed in cement and mortar (1:3) joints with recessed

joints.

7.03 Stone finish to masonry and concrete 1,874 m2

42,000 Ugx 78,708,000 Ugx

Prepare surfaces: apply three coats weather guard

emulsion paint as 'Sadolin' or other equal and approved:

on steel trowelled plaster: to

7.04 Walls and concrete surfaces externally 2,297 m2

6,000 Ugx 13,782,000 Ugx

7.05 Ditto to reveals 150 m2

6,000 Ugx 900,000 Ugx

TOTAL ELEMENT No. 7 (EXTERNAL FINISHES) CARRIED

TO SUMMARY 108,072,000 Ugx

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ELEMENT No. 8

INTERNAL FINISHES

Floor finishes

Cement and sand (1:4) screeds and pavings: one coat:

wood float finish: laid on concrete

8.01 32mm thick paving to receive ceramic tiles. 4,321 m2

4,000 Ugx 17,284,000 Ugx

8.02 Ditto edge of staircase, average 287mm girth 63 m2

14,000 Ugx 882,000 Ugx

8.03 Ditto risers, 150mm girth 330 lm 4,000 Ugx 1,320,000 Ugx

8.04 Ditto treads, 250mm girth 320 lm 4,000 Ugx 1,280,000 Ugx

8mm thick non-slip coloured ceramic tiles to floor and

bedded jointed in white cement and pointed in matching

mortar joints.

8.05 Ceramic floor tiles 4,321 m2

40,000 Ugx 172,840,000 Ugx


40,000 Ugx 2,520,000 Ugx

8.07 Ditto risers, 150mm girth 330 lm 8,750 Ugx 2,887,500 Ugx

8.08 Ditto treads, 250mm girth 320 lm 12,250 Ugx 3,920,000 Ugx

8.09 185mm skirting ceramic skirting 2,288 lm 6,750 Ugx 15,444,000 Ugx

Internal wall finishes

Plaster: 15mm thick internal lime plaster

8.10 Walls and concrete surfaces 6,949 m2

6,000 Ugx 41,694,000 Ugx

8.11 Ditto to reveals internally 150 m2 3,200 Ugx 480,000 Ugx

Backing: 10mm cement/sand (1:4): on masonry or

concrete: wood float finished: to

8.12 Walls to receive ceramic tiles (m.s.) 1,465 m2

4,000 Ugx 5,860,000 Ugx


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200 x 200 x 6mm thick white glazed ceramic wall tiles:

fixed with cement mortar (1:4): to backing (measured

separately): jointed: pointed and grouted in matching

cement mortar: to :-

8.13 Plastered walls 1,465 m2

25,000 Ugx 36,625,000 Ugx

Prepare surfaces: apply three coats vinyl emulsion paint:


8.14 Walls and concrete surfaces internally 7,099 m2

5,000 Ugx 35,495,000 Ugx

Ceiling finishes



6,000 Ugx 20,142,000 Ugx

8.16 Extra for 100 x 18mm thick cement and sand cornice 2,288 lm 1,400 Ugx 3,203,200 Ugx

Prepare surfaces: apply three coats first grade silk vinyl

emulsion paint: to steel trowelled plastered surfaces

8.17 Horizontal soffites 3,357 m2 6,000 Ugx 20,142,000 Ugx

8.18 Ditto to surfaces not exceeding 100mm girth 2,288 lm 380 Ugx 869,440 Ugx

Sawn cypress or other equal approved including

necessary suspension system: well seasoned: cellcured:

selected and kept clean:

8.19 50 x 50mm branderings 2,258 lm 3,500 Ugx 7,903,000 Ugx

8.20 50 x 100mm joists 2,386 lm 7,000 Ugx 16,702,000 Ugx

8..21 50 x 100mm joists: plugged 1,237 lm 7,000 Ugx 8,659,000 Ugx

8.22 9 x 24 SWG galvanized expanded metal lathing U-nailed to

timber branderings 857 m2

3,500 Ugx 2,999,500 Ugx


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8.23 6mm cement and sand (1:4) pricking course to metal lathing:11mm lime plaster to ceiling 857 m

212,000 Ugx 10,284,000 Ugx

8.24 Extra for 100 x 18mm thick cement and sand cornice 1,237 lm 1,800 Ugx 2,226,600 Ugx



8.25 Horizontal soffites 857 m2

6,000 Ugx 5,142,000 Ugx

8.26 Ditto to surfaces not exceeding 100mm girth 1,237 lm 380 Ugx 470,060 Ugx


COLLECTION

Page No. 2/24 266,411,500 Ugx

Page No. 2/23 152,740,140 Ugx

Page No. 2/24 18,122,660 Ugx

TOTAL ELEMENT No. 8 (INTERNAL FINISHES) CARRIED


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ELEMENT No. 9

FITTINGS & FIXTURES

The following in pinboards

9.02 15mm thick 'cellotex' sofboard (in 24No.) 108 m2

18,000 Ugx 1,944,000 Ugx

9.03 25 x 50mm beading to edges of pinboards 264 lm 4,500 Ugx 1,188,000 Ugx

9.04 Prepare and apply three coats of emulsion paint to surfaces of

pinboards 108 m2

5,000 Ugx 540,000 Ugx

9.05 Knot prime and stop and apply three gloss oil paint to timber

surfaces not exceeding 100mm girth. 264 lm 1,800 Ugx 475,200 Ugx

The following in blackboards

9.06 20mm thick internal lime plaster to walls internally 108 m2

8,000 Ugx 864,000 Ugx

9.07 25 x 50mm timber chalk rails 36 lm 4,500 Ugx 162,000 Ugx

9.08 Prepare and apply three coats of black bitumastic paint to

blackboard surfaces 108 m2

5,000 Ugx 540,000 Ugx

9.09 Knot prime and stop and apply three gloss oil paint to timber

surfaces not exceeding 100mm girth. 36 lm 1,800 Ugx 64,800 Ugx

Provisional sum

9.10 Allow a provisional sum of Ugx 5,000,000 (Five million

shillings) for additional fittings and fixtures to be expended in

part or in whole as directed by the Architect.

1 sum 5,000,000 Ugx 5,000,000 Ugx

TOTAL ELEMENT No. 9 (FITTINGS & FIXTURES) CARRIED


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BILL No. 3: MULTI-PURPOSE HALL

SUMMARY






6 DOORS 13,316,000 Ugx




TOTAL BILL No. 3 (MULTI-PURPOSE HALL) CARRIED TO

GENERAL SUMMARY 547,504,700 Ugx

Bills of Quantities: MULTI-PURPOSE HALL


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Site preparation


thick, remove excavated material from site 950 m2

1,800 Ugx 1,710,000 Ugx




3

5,000 Ugx 1,600,000 Ugx



5,000 Ugx 925,000 Ugx



3,000 Ugx 1,197,000 Ugx



7,000 Ugx 742,000 Ugx


at any point 23 m3 55,000 Ugx 1,265,000 Ugx






Hardcore filling.

1.09 230mm filling: deposit, spread, level and compact: 30mm lakesand blinding. 679 m

25,600 Ugx 3,802,400 Ugx



9,000 Ugx 1,791,000 Ugx


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230,000 Ugx 7,820,000 Ugx


230,000 Ugx 2,760,000 Ugx


230,000 Ugx 3,680,000 Ugx

1.14 Columns 2 m3

230,000 Ugx 460,000 Ugx

1.15 Ground beams 2 m3

230,000 Ugx 460,000 Ugx

1.16 150mm thick ground floor slab 747 m2

34,500 Ugx 25,771,500 Ugx

Mesh reinforcement



and end laps 747 m2

7,500 Ugx 5,602,500 Ugx




1.18 12mm bars 2,749 kg 2,500 Ugx 6,872,500 Ugx

1.19 16mm bars 3,720 kg 2,500 Ugx 9,300,000 Ugx

1.20 20mm bars 1,150 kg 2,500 Ugx 2,875,000 Ugx


1.21 8mm bars 356 kg 2,500 Ugx 890,000 Ugx

Sawn formwork: to


14,000 Ugx 784,000 Ugx


14,000 Ugx 322,000 Ugx


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Sawn formwork: to

1.24 Sides: columns 200mm 21 m2

19,000 Ugx 399,000 Ugx

1.25 Sides: ground beams 23 m2

14,000 Ugx 322,000 Ugx


14,000 Ugx 336,000 Ugx

1.27 Edges: beds over 75mm but not exceeding 150mm thick

219 lm 4,000 Ugx 876,000 Ugx

Substructure walls




34,000 Ugx 3,944,000 Ugx

1.29 230mm thick Ditto curved to profile 193 m2

34,000 Ugx 6,562,000 Ugx




instructions 946 m2

1,500 Ugx 1,419,000 Ugx

Damp proof membrane


300mm laps. 747 m2

2,000 Ugx 1,494,000 Ugx




1.33 Ditto 100mm wide ditto 32 lm 2,500 Ugx 80,000 Ugx

Plinth finishes



99 m2

24,000 Ugx 2,376,000 Ugx


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Splash apron



A98. 131 m2

20,500 Ugx 2,685,500 Ugx

1.36 Concrete downstand to ditto size 75 x 125mm deep to egde of

splash apron 219 lm 4,300 Ugx 941,700 Ugx



5,500 Ugx 720,500 Ugx


COLLECTION







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ELEMENT No. 2

RC SUPERSTRUCTURE

FRAME

Sawn formwork: to

2.01 Sides: beams 219 m2

14,000 Ugx 3,066,000 Ugx

2.02 Curved sides: beams 155 m2

19,000 Ugx 2,945,000 Ugx


14,000 Ugx 1,190,000 Ugx

2.04 Sides: columns 200mm 94 m2

19,000 Ugx 1,786,000 Ugx




blocks.

2.05 12mm bars 5,960 kg 2,500 Ugx 14,900,000 Ugx

2.06 16mm bars 1,905 kg 2,500 Ugx 4,762,500 Ugx

2.07 20mm bars425

kg 2,500 Ugx 1,062,500 Ugx


2.08 8mm bars 1,554 kg 2,500 Ugx 3,885,000 Ugx



230,000 Ugx 8,740,000 Ugx

2.10 Columns 9 m3

230,000 Ugx 2,070,000 Ugx

UPPER FLOORS

Sawn formwork: to

2.11 Soffits: suspended solid slab 298 m2

14,000 Ugx 4,172,000 Ugx

2.12 Edges: slabs over 150 but not exceeding 225mm girth 130 lm 6,000 Ugx 780,000 Ugx


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described.

2.13 12mm bars 5,960 kg 2,500 Ugx 14,900,000 Ugx

2.14 16mm bars 312 kg 2,500 Ugx 780,000 Ugx


2.15 8mm bars 129 kg 2,500 Ugx 322,500 Ugx


2.16 200mm thick solid slab 298 m2 46,000 Ugx 13,708,000 Ugx

STAIRS

Sawn formwork: to

2.17 Sloping soffites of staircase 10 m2

14,000 Ugx 140,000 Ugx

2.18 Soffits: suspended landings 10 m2

14,000 Ugx 140,000 Ugx

2.19 Raked edge of staircase, average 287mm girth 4 m2

14,000 Ugx 56,000 Ugx

2.20 Faces of risers, 150mm girth 38 lm 4,000 Ugx 152,000 Ugx


described.

2.21 12mm bars 712 kg 2,500 Ugx 1,780,000 Ugx

2.22 16mm bars 246 kg 2,500 Ugx 615,000 Ugx


2.23 8mm bars 46 kg 2,500 Ugx 115,000 Ugx


2.24 Staircase 4 m3

230,000 Ugx 920,000 Ugx

2.25 150mm thick landing 4 m2

32,250 Ugx 129,000 Ugx


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Staircase balustrades



centres each 950mm high with one end grouted to Concrete




and flat: 38 x 6mm mild steel flat welded to top of balusters: Ex

75 x 50mm hardwood handrail fixed to top of flat.

12 lm 95,000 Ugx 1,140,000 Ugx

2.27 Ex 75 x 50mm hardwood handrail fixed to top of flat 42 x 6mm:

flat fixed in position with steel bars 12mm at 300mm centres.12 lm 30,000 Ugx 360,000 Ugx


COLLECTION






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ELEMENT No. 3

WALLING




alternate course.

3.01 200mm thick external walling 767 m2

34,000 Ugx 26,078,000 Ugx

3.02 200mm thick gable walling 413 m2

34,000 Ugx 14,042,000 Ugx

3.03 200mm thick internal walling 293 m2 34,000 Ugx 9,962,000 Ugx


400mm high 70 lm 13,600 Ugx 952,000 Ugx

Pompeii grilles or other equal and approved decorative

grilles as 'Uganda Clays' or other equal and approved.

3.05 200mm thick walling 12 m2

24,000 Ugx 288,000 Ugx

Precast concrete grade 30 units: reinforced as necessaryand finished fairface on all exposed sides including




Metal work



centres each 950mm high with one end grouted to concrete




and 75mm pipe top rail the whole having one coat red oxide

primer and three coats gloss oil paint.

97 lm 95,000 Ugx 9,215,000 Ugx


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ELEMENT No. 4

ROOF

RC works

Sawn formwork: to

4.01 Soffits: suspended roof slab 38 m2

14,000 Ugx 532,000 Ugx

4.02 Sides and soffites: ring beams 110 m2

14,000 Ugx 1,540,000 Ugx

4.03 Curved sides and soffites: ring beams 155 m2

19,000 Ugx 2,945,000 Ugx

High yield tensile steel bar reinforcement to BS 4461 asdescribed including cutting to lengths, bending, hoisting


blocks.

4.04 12mm bars 760 kg 2,500 Ugx 1,900,000 Ugx

4.05 16mm bars 1,905 kg 2,500 Ugx 4,762,500 Ugx

4.06 20mm bars 425 kg 2,500 Ugx 1,062,500 Ugx


4.07 8mm bars 1,104 kg 2,500 Ugx 2,760,000 Ugx


4.08 Ring beams 30 m3

230,000 Ugx 6,900,000 Ugx

4.09 200mm thick solid slab 38 m2

46,000 Ugx 1,748,000 Ugx





9,000 Ugx 342,000 Ugx



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Supply and fix 300 x 225mm red clay quarry tiles as

'Uganda Clays' or other equal and approved: on preparedscreed (m/s): joints pointed in matching cement grout


26,000 Ugx 988,000 Ugx


Precast concrete grade 30 units: reinforced as necessary

and finished fairface on all exposed sides including



4.14 Copping 350 x 75mm weathered and twice check throated 48 lm 14,000 Ugx 672,000 Ugx

4.15 Ditto curved to profile 70 lm 16,000 Ugx 1,120,000 Ugx

Note: Rendering and parked stone finishes measured

under finishes.

Roof Structure

Mild steel sections and plates.

Framed structural steelwork comprising steel sections toBS 46 (hot rolled section) and grade 43 'C' steel to BS 4360

(weldable structural steel). Fabricate, deliver to site roof

structure including hoisting and fixing 3m above ground

with welded shop and site connections including all

connecting plates, cleats, brackets, bolts, all cutting

drilling, bolting and welding unless otherwise said the

whole having one coat of zinc chromate or lead graphite

primer. All welds to be 6mm fillet weld and gusset plates to

be 6mm thick.

The following in 1No. Truss type T1 spanning 12390mm.

4.16 100 x 50 x 3mm RHS rafter 276 lm 26,000 Ugx 7,176,000 Ugx

4.17 100 x 50 x 3mm RHS bottom tie 276 lm 26,000 Ugx 7,176,000 Ugx

4.18 50 x 50 x 3mm RHS strut / tie 758 lm 16,000 Ugx 12,128,000 Ugx


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Roof members

4.19 175 x 75 x 3L Zed purlins including 75 x 75 x 3L purlin cleats

on trusses. 420 lm 20,000 Ugx 8,400,000 Ugx

4.20 16mm anti-sag rods. 180 lm 12,000 Ugx 2,160,000 Ugx

Truss fixing

4.21 Truss fixing: 200 x 200 x 6mm thick base plate with and

including 2No. 16mm HD bolts and grout into concrete, 75 x

75 x 4L gusset plates welded to rafters to detail 24 no 40,000 Ugx 960,000 Ugx

Fascia

4.22 25 x 225mm wrot hardwood fascia fixed to ends of rafters to

detail 14 lm 12,000 Ugx 168,000 Ugx

Roof covering




26,000 Ugx 19,682,000 Ugx

Flashings

4.24 24gauge plan (pre-coated) metal flashing and jointing between

masonry or concrete and roof covering. 118 lm 12,000 Ugx 1,416,000 Ugx


or other equal and approved complete with all necessary

accessories.

4.25 110mm streamline gutter complete with gutter unions fascia

clips for fixing to ends of trusses. 14 lm 21,000 Ugx 294,000 Ugx

4.26 110mm gutter angles 2 no 20,000 Ugx 40,000 Ugx

4.27 110mm stop ends 2 no 20,000 Ugx 40,000 Ugx



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approved holderbats. 84 lm 18,000 Ugx 1,512,000 Ugx




timber surfaces.


28 lm 1,000 Ugx 28,000 Ugx


COLLECTION





TOTAL ELEMENT No. 4 (ROOF & RAINWATER DISPOSAL)CARRIED TO SUMMARY 89,496,000 Ugx

Page No. 3/40


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ELEMENT No. 5

WINDOWS




5.01 75 x 285mm sunk weathered and throated window cill 184 lm 11,500 Ugx 2,116,000 Ugx




comprising approved hinges, stays, fasteners to opening

lights and sliding hardware for sliding panes: permanentvents with steel louvre plates: frames drilled, plugged and


before delivery.

5.02



hung opening light size 900 x 1200mm: rest fixed lights. 126 no 162,000 Ugx 20,412,000 Ugx

Glass and glazing


exceeding 0.5m2

136 m2

36,000 Ugx 4,896,000 Ugx

Painting


finishing coats of gloss oil paint: on glazed metal windows 340 m2

6,000 Ugx 2,040,000 Ugx



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Ugx Ugx



ELEMENT No. 6

DOORS



centres.

6.01 200 x 230mm high lintel 36 lm 23,000 Ugx 828,000 Ugx







delivery.

6.02 Door type D1 size 2400 x 2600mm high overall: 2No. opening

shutters 1200 x 2600mm high: glazing bars as described.

1 no 1,248,000 Ugx 1,248,000 Ugx

6.03 Door type D2 size 1200 x 2400mm high overall: sliding panes:

glazing bars as described. 4 no 576,000 Ugx 2,304,000 Ugx

6.04 Door type D3 size 1800 x 2500mm high overall: permanent

vent above 400mm high: 2No. opening shutter 900 x 2100mm

high: glazing bars as described. 4 no 900,000 Ugx 3,600,000 Ugx

Glass and glazing


exceeding 0.5m2

36 m2

36,000 Ugx 1,296,000 Ugx

Timber doors

50mm thick flush doors: solid core: mahogany veneer:hardwood lipping to both sides.

6.06 850 x 2075mm high 6 no 100,000 Ugx 600,000 Ugx


6.07 50 x 100mm door frame: rebated: plugged 31 lm 12,000 Ugx 372,000 Ugx


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6.08 15mm quadrant beading 31 lm 4,000 Ugx 124,000 Ugx

6.09 40 x 20mm architrave: splayed 31 lm 4,000 Ugx 124,000 Ugx




6,000 Ugx 432,000 Ugx


6,000 Ugx 432,000 Ugx



6.12 Not exceeding 100mm girth 62 lm 1,000 Ugx 62,000 Ugx



5,000 Ugx 115,000 Ugx

Supply and fix: English "Union" or other equal approved

ironmongery: matching screws: locks to include a set of 3

keys. (Prices of locks to be inclusive of handles)

6.15

3 lever steel door lock: rebated: complete with lever furniture. 9 no 120,000 Ugx 1,080,000 Ugx

6.16 Three lever mortice lock: cat. no. 2277. complete with lever

furniture. 6 no 75,000 Ugx 450,000 Ugx

6.17 Mild steel dowels 10mm x 100mm long: mortice in timber

and concrete 6 no 2,500 Ugx 15,000 Ugx

6.18 250 x 25 x 3mm thick mild steel fixing cramps: one end bent

and screwed to frame: other end flanged and built into block

work or concrete 12 no 2,500 Ugx 30,000 Ugx

6.19 100mm heavy duty steel butt Hinges 9 prs 7,500 Ugx 67,500 Ugx

6.20 38mm rubber door stop. 20 no 4,500 Ugx 90,000 Ugx


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Ugx Ugx



COLLECTION

Page No. 3/15 10,248,000 Ugx

Page No. 3/16 3,068,000 Ugx

TOTAL FOR ELEMENT No. 6 (DOORS) CARRIED TO


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ELEMENT No. 7

EXTERNAL FINISHES

External cement and sand(1:4) render: steel trowelled: on

masonry or concrete: to

7.01 15mm thick to walls and concrete surfaces 413 m2

6,000 Ugx 2,478,000 Ugx

7.02 12mm thick ditto to reveals externally 36 m2

6,000 Ugx 216,000 Ugx

100mm thick parked stone finish: bedded, jointed and

pointed in cement and mortar (1:3) joints with recessed

joints.

7.03 Stone finish to masonry and concrete 1,180 m2

42,000 Ugx 49,560,000 Ugx

Prepare surfaces: apply three coats weather guard

emulsion paint as 'Sadolin' or other equal and approved:


7.04 Walls and concrete surfaces externally 413 m2

6,000 Ugx 2,478,000 Ugx

7.05 Ditto to reveals 36 m2

6,000 Ugx 216,000 Ugx

TOTAL ELEMENT No. 7 (EXTERNAL FINISHES) CARRIED


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ELEMENT No. 8

INTERNAL FINISHES

Floor finishes

Cement and sand (1:4) screeds and pavings: one coat:

wood float finish: laid on concrete

8.01 32mm thick paving to receive ceramic tiles. 897 m2

4,000 Ugx 3,588,000 Ugx


14,000 Ugx 84,000 Ugx

8.03 Ditto risers, 150mm girth 38 lm 4,000 Ugx 152,000 Ugx

8.04 Ditto treads, 250mm girth 42 lm 4,000 Ugx 168,000 Ugx

8mm thick non-slip coloured ceramic tiles to floor and

bedded jointed in white cement and pointed in matching

mortar joints.

8.05 Ceramic floor tiles 897 m2

40,000 Ugx 35,880,000 Ugx


40,000 Ugx 240,000 Ugx

8.07 Ditto risers, 150mm girth38

lm 8,750 Ugx 332,500 Ugx

8.08 Ditto treads, 250mm girth 42 lm 12,250 Ugx 514,500 Ugx

8.09 185mm skirting ceramic skirting 202 lm 6,750 Ugx 1,363,500 Ugx

Internal wall finishes



6,000 Ugx 8,118,000 Ugx

8.11 Ditto to reveals internally36

m2

3,200 Ugx 115,200 Ugx

Backing: 10mm cement/sand (1:4): on masonry or

concrete: wood float finished: to

8.12 Walls to receive ceramic tiles (m.s.) 36 m2

4,000 Ugx 144,000 Ugx


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Ugx Ugx



200 x 200 x 6mm thick white glazed ceramic wall tiles:

fixed with cement mortar (1:4): to backing (measuredseparately): jointed: pointed and grouted in matching

cement mortar: to :-

8.13 Plastered walls 36 m2

25,000 Ugx 900,000 Ugx

Prepare surfaces: apply three coats vinyl emulsion paint:


8.14 Walls and concrete surfaces internally 1,389 m2

5,000 Ugx 6,945,000 Ugx

Ceiling finishesPlaster: 15mm thick internal lime plaster

8.15 Walls and concrete surfaces 298 m2

6,000 Ugx 1,788,000 Ugx

8.16 Extra for 100 x 18mm thick cement and sand cornice 130 lm 1,400 Ugx 182,000 Ugx



8.17 Horizontal soffites 298 m2

6,000 Ugx 1,788,000 Ugx

8.18 Ditto to surfaces not exceeding 100mm girth 130 lm 380 Ugx 49,400 Ugx

Suspended ceiling

8.19 Mineral fibre suspended ceiling as 'Tile Centre' or equal and

approved in 600 x 600mm compartments complete with

aluminium ceiling structure and secured to roof trusses

747 m2

50,000 Ugx 37,350,000 Ugx


COLLECTION

Page No. 3/24 50,699,700 Ugx

Page No. 3/23 49,002,400 Ugx

TOTAL ELEMENT No. 8 (INTERNAL FINISHES) CARRIED


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Ugx Ugx



ELEMENT No. 9

FITTINGS & FIXTURES

Provisional sum

9.01 Allow a provisional sum of Ugx 10,000,000 (Ten million

shillings) for additional fittings and fixtures to be expended in

part or in whole as directed by the Architect.

1 sum 10,000,000 Ugx 10,000,000 Ugx

TOTAL ELEMENT No. 9 (FITTINGS & FIXTURES) CARRIED


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Ugx Ugx

BILL No. 4: KITCHEN BLOCK

SUMMARY






6 DOORS 5,192,500 Ugx




TOTAL BILL No. 4 (KITCHEN BLOCK) CARRIED TO

GENERAL SUMMARY 126,923,210 Ugx

Bills of Quantities: KITCHEN BLOCK


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Site preparation


thick, remove excavated material from site 317 m2

1,800 Ugx 570,600 Ugx




3

5,000 Ugx 725,000 Ugx



5,000 Ugx 270,000 Ugx



3,000 Ugx 462,000 Ugx



7,000 Ugx 315,000 Ugx


at any point 12 m3 55,000 Ugx 660,000 Ugx






Hardcore filling.

1.09 230mm filling: deposit, spread, level and compact: 30mm lakesand blinding. 145 m

25,600 Ugx 812,000 Ugx



9,000 Ugx 648,000 Ugx


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Ugx Ugx





230,000 Ugx 2,990,000 Ugx


230,000 Ugx 460,000 Ugx


230,000 Ugx 920,000 Ugx

1.14 Columns 1 m3

230,000 Ugx 230,000 Ugx

1.15 150mm thick ground floor slab 155 m2

34,500 Ugx 5,347,500 Ugx

Mesh reinforcement



and end laps 155 m2

7,500 Ugx 1,162,500 Ugx




1.17 12mm bars 256 kg 2,500 Ugx 640,000 Ugx

1.18 16mm bars 298 kg 2,500 Ugx 745,000 Ugx


1.19 8mm bars 122 kg 2,500 Ugx 305,000 Ugx

Sawn formwork: to


14,000 Ugx 238,000 Ugx


14,000 Ugx 266,000 Ugx


14,000 Ugx 168,000 Ugx

1.23 Edges: beds over 75mm but not exceeding 150mm thick 48 lm 4,000 Ugx 192,000 Ugx


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Ugx Ugx



Substructure walls




34,000 Ugx 4,080,000 Ugx




instructions 227 m2

1,500 Ugx 340,500 Ugx

Damp proof membrane


300mm laps. 155 m2

2,000 Ugx 310,000 Ugx




Plinth finishes



16 m2

24,000 Ugx 384,000 Ugx

Splash apron



A98. 32 m2

20,500 Ugx 656,000 Ugx

1.30 Concrete downstand to ditto size 75 x 125mm deep to egde ofsplash apron 54 lm 4,300 Ugx 232,200 Ugx



5,500 Ugx 176,000 Ugx


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Ugx Ugx



COLLECTION






Page No. 4/53


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Ugx Ugx



ELEMENT No. 2

RC SUPERSTRUCTURE

Sawn formwork: to

2.01 Sides and soffites: beams 182 m2

14,000 Ugx 2,548,000 Ugx


14,000 Ugx 532,000 Ugx

2.03 Soffites: roof slab 55 m2

14,000 Ugx 770,000 Ugx

2.04 Sides: upstand beams 51 m2

14,000 Ugx 714,000 Ugx

2.05 Edges: slabs over 75mm but not exceeding 150mm thick 3 lm 4,000 Ugx 12,000 Ugx




blocks.

2.07 12mm bars 475 kg 2,500 Ugx 1,187,500 Ugx

2.08 16mm bars 3,160 kg 2,500 Ugx 7,900,000 Ugx


2.09 8mm bars 461 kg 2,500 Ugx 1,152,500 Ugx



230,000 Ugx 3,910,000 Ugx

2.11 Columns 2 m3

230,000 Ugx 460,000 Ugx

2.12 Gutter upstand beams 16 m3 230,000 Ugx 3,680,000 Ugx

2.13 100mm thick suspended slab 55 m2

23,000 Ugx 1,265,000 Ugx



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ELEMENT No. 3

WALLING




alternate course.

3.01 200mm thick external walling 94 m2

34,000 Ugx 3,196,000 Ugx

3.02 200mm thick walling; curved to profile 110 m2

38,000 Ugx 4,180,000 Ugx

3.03 200mm thick internal walling 17 m2

34,000 Ugx 578,000 Ugx

3.04 200mm thick walling; curved to profile 53 m2

38,000 Ugx 2,014,000 Ugx


400mm high 48 lm 13,600 Ugx 652,800 Ugx


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ELEMENT No. 4

ROOF





9,000 Ugx 495,000 Ugx


Supply and fix 300 x 225mm red clay quarry tiles as'Uganda Clays' or other equal and approved: on prepared

screed (m/s): joints pointed in matching cement grout


26,000 Ugx 1,430,000 Ugx


Roof Structure

Mild steel sections and plates.

Framed structural steelwork comprising steel sections toBS 46 (hot rolled section) and grade 43 'C' steel to BS 4360

(weldable structural steel). Fabricate, deliver to site roof

structure including hoisting and fixing 3m above ground

with welded shop and site connections including all

connecting plates, cleats, brackets, bolts, all cutting

drilling, bolting and welding unless otherwise said the

whole having one coat of zinc chromate or lead graphite

primer. All welds to be 6mm fillet weld and gusset plates to

be 6mm thick.


4.05 65 x 65 x 4mm MSA rafter 15 lm 18,000 Ugx 270,000 Ugx

4.06 65 x 65 x 4mm MSA bottom tie 12 lm 18,000 Ugx 216,000 Ugx

4.07 50 x 50 x 3mm MSA strut / tie 19 lm 16,000 Ugx 304,000 Ugx


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The following in 4No. Truss type T3 - T6




Roof members

4.14 175 x 75 x 3L Zed purlins including 75 x 75 x 3L purlin cleats

on trusses. 136 lm 20,000 Ugx 2,720,000 Ugx

4.15 16mm anti-sag rods. 64 lm 12,000 Ugx 768,000 Ugx

Truss fixing

4.16 Truss fixing: 200 x 200 x 6mm thick base plate with and

including 2No. 16mm HD bolts and grout into concrete, 75 x

75 x 4L gusset plates welded to rafters to detail 12 no 40,000 Ugx 480,000 Ugx

Fascia

4.17 25 x 225mm wrot hardwood fascia fixed to ends of rafters to

detail 51 lm 12,000 Ugx 612,000 Ugx

Roof covering




26,000 Ugx 4,160,000 Ugx

4.19 26 gauge plain (pre-coated) roll top ridge capping complete

with bat proof blocks. 14 lm 12,000 Ugx 168,000 Ugx


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Gutter lining

4.20 2mm tick mild steel plate gutter lining 3100mm girth 30 lm 26,000 Ugx 780,000 Ugx

4.21 Labour for forming 75mm hole for downpipe and dressing

arround pipe. 8 no 10,000 Ugx 80,000 Ugx


or other equal and approved complete with all necessary

accessories.



approved holderbats. 27 lm 18,000 Ugx 486,000 Ugx



Eaves soffits and finishes

4.26 Slatted eaves soffites comprising 50 x 25mm slats at 65mm

centres in 550 x 550mm square chequered perpendicular to

each other complete with coffee tray wire screen and 50 x50mm branderings at 500mm centres. 31 m

211,000 Ugx 341,000 Ugx


timber surfaces.

4.27 Slated eaves soffites 31 m2

4,500 Ugx 139,500 Ugx


51 lm 1,000 Ugx 51,000 Ugx


COLLECTION




TOTAL ELEMENT No. 4 (ROOF & RAINWATER DISPOSAL)


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ELEMENT No. 5

WINDOWS




5.01 75 x 285mm sunk weathered and throated window cill 17 lm 11,500 Ugx 195,500 Ugx




comprising approved hinges, stays, fasteners to openinglights and sliding hardware for sliding panes: permanent

vents with steel louvre plates: frames drilled, plugged and


before delivery.


outer framing: 2No. side hung opening lights size 500 x

1450mm: rest fixed lights. 1 no 348,000 Ugx 348,000 Ugx


outer framing: fixed lights. 6 no 324,000 Ugx 1,944,000 Ugx


outer framing: 2No.side hung opening lights size 500 x

1200mm: rest fixed lights. 5 no 144,000 Ugx 720,000 Ugx


outer framing: slit window fixed glass 4 no 345,600 Ugx 1,382,400 Ugx


5.06 50 x 230mm window frame: rebated: plugged 50 lm 14,000 Ugx 700,000 Ugx

5.07 50 x 230mm window frame: rebated: plugged 25 lm 14,000 Ugx 350,000 Ugx



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Louvre carrier frame.

5.09 Louvre carrier frame: aluminium heavy duty: 600mm high: as

'Naco' or other equal and approved. 40 prs 25,000 Ugx 1,000,000 Ugx

Glass and glazing


exceeding 0.5m2

36 m2

36,000 Ugx 1,296,000 Ugx

5.11 5 x 150mm wide glass louvres with both edges ground and

polished 88 lm 7,200 Ugx 633,600 Ugx

Painting


finishing coats of gloss oil paint: on glazed metal windows74 m

26,000 Ugx 444,000 Ugx






COLLECTION





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ELEMENT No. 6

DOORS



centres.

6.01 200 x 230mm high lintel 12 lm 23,000 Ugx 276,000 Ugx







delivery.


shutter 1000 x 2100mm high: glazing bars as described.

1 no 840,000 Ugx 840,000 Ugx



1 no 756,000 Ugx 756,000 Ugx



2 no 504,000 Ugx 1,008,000 Ugx

Glass and glazing


exceeding 0.5m2

13 m2

36,000 Ugx 468,000 Ugx

Timber doors50mm thick wrot mahogany framed door: 200 x 50mm top,middle and bottom rails: 150 x 50mm stiles: bevelled, raised

and fielded panels as architect's detail.

6.06 850 x 2075mm high 2 no 250,000 Ugx 500,000 Ugx


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6.07 50 x 200mm door frame: rebated: plugged 10 lm 18,500 Ugx 185,000 Ugx

6.08 15mm quadrant beading 10 lm 4,000 Ugx 40,000 Ugx





6,000 Ugx 156,000 Ugx


6,000 Ugx 156,000 Ugx






5,000 Ugx 20,000 Ugx

Supply and fix: English "Union" ironmongery as

described.

6.15

3 lever steel door lock: rebated: complete with lever furniture. 4 no 120,000 Ugx 480,000 Ugx

6.16 Three lever mortice lock: cat. no. 22

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