McsfBudget

MASSAJA CHILDREN SUPPORT FOUNDATION BUDGET SUMMARY FOR PUTTING UP PRIMARY SCHOOL,
SECONDARY SCHOOL, AND THE HEALTH CENTRE

ITEMISED BUDGET

1. PRIMARY SCHOOL COMPLETE WITH DOUBLE STREAMS ………………………{ $ 239,357 USD}

2. SECONDAYSCHOOL, COMPUTER LAB, LIBRARY,……………………….. { $ 239,357 USD }

3. HEATH CENTRE FOR THE COMMUNITY,……. …………………….…….… { $ 34,488 USD }

4. 5 STANCE DRAINABLE PIT LATRINE FOR THE PRIMARY SCHOOL, SECONDARY SCHOOL, AND
THE HEALTH CENTRE R ESPCTIVELY………………………… X3 { $ 26,840 USD}

GRAND TOTAL ………………………………………… $ 540,042 USD

ACCOUNTABILITY IN DETAIL THAT MAKES UP THE ABOVE AMOUNT

The above budget is well detailed and accounted for below how it sums up to a grand total that
you see above in US dollar.

Below each item and material that will be used at the entire project is well detailed. The price is in
local currency the {Ugandan Shilling} of which the

Exchange rate is …………….. 1 US dollar = 2,467 Ugandan shillings

ACCOUNTABILITY BUDGET FOR THE PRIMARY SCHOOL OF 16 BLOCK OF CLASSROOMS IN
LOCAL CURRENCY

Item Description Unit Quantity Rate(Ushs) Amount(Ugandan shillings)

Element NO 1

Substructure: (All Provisional)

Site Preparation

1.01 Excavate oversite to remove

top soil average 150mm thick and

remove from site. SM 1504 @ 1000= 1;504,000=

1.02 Treat surface of subsoil or fillings

and Surroundings with approved

Chemical ant termite

solution: provide ten year guarantee. SM 1504 @ 1000= 1,504,000=

Excavation and Earthworks.

Note: Rates for excavation to

include for keeping excavations

free from water

and planking and strutting

to sides of excavations

1.03 Excavate to reduce levels and

Remove from site. CM 216 @ 2000= 432,000

1.04 Excavate trenches for wall

Foundations: commencing from

Reduced levels: not

exceeding 1.5m deep . CM 248 @ 4000= 992,000=

1.05 Extra over excavation for excavating

in rock CM 48 @ 30,000= 1,440,000=

Disposal of excavated material

1.06 Selected excavated material in filling

to foundation trenches : around walling :

placed in 200mm layers : watered and

Compacted to 95% MDD CM 176 2000= 352,000=

1.07 Remove surplus excavated

material from site CM 128 4,000= 512,000=

Hardcore

1.08 150mm Filling : deposit, spread, level

and compact : 50mm selected quarry dust

blinding. CM 752 10,000= 7,520,000=

Vibrated Insitu concrete grade 15 mix

(1:3:6 / 20mmaggregate) as described:-

1.09 Foundations in trenches CM 512 10,000= 5,120,000=

Vibrated reinforced concrete grade 20

Mix (1:2:4 / 20mm Aggregate) as

Described in:-

1.11 Ramp for the Disabled CM 128 @150,000= 19,200,000=

1.10 100mm thick ground floor slab SM 9600 @ 10,000= 96,000,000=

1.12 Horizontal Ground beam CM 192 @ 250,000= 48,000,000=

High yield tensile steel bar reinforcement

To BS 4449 as described including

Cutting to lengths, bending, hoisting and

Fixing including all necessary tying

Wire and spacing blocks.

1.12 R8 bars for links KG 944 @ 3,000= 2,832,000=

1.13 Y12 bars. KG 2280 @ 4,000= 9,120,000=

Total Carried to Collection 194,528,000=

Item Description Unit Quantity Rate(Ushs) Amount(Ugandan shillings)

Reinforcement

1.12 Mesh reinforcement Ref No.

A98 size 200 x 200 mm weighing 1.54

kg per square metre: in floor slab:

including all necessary supports SM 840 @10,000= 8,400,000=

Sawn formwork as described to:

1.13 Vertical edges of surface bed :

over 75mm but not exceeding 150 mm high. LM 368 @7,500= 2,760,000=

Brickwork in burnt clay bricks in cement and

sand mortar (1:4) mix; with and

including 25 x 3mm hoop iron strips

laid horizontally every alternate course.

1.14 230 mm thick plinth walling. SM 488 @40,000= 19,520,000=

Sundries

1.15 One layer 1000 gauge polythene sheet

damp proof membrane Under bed :

300mm laps. SM 840 @9,500= 7,980,000=

1.16

Allow for " Dieldrex " or other approved

anti-termite treatment in sides and bottom

of foundation trenches and ground surface

below hard-core filling( SEE ITEM

No.1.02) SM 1744 @ 8,000= 13,952,000=

Splash apron

1.17

75mm thick concrete (grade 20) splash apron on

75mm hardcore base well rammed and apron

finished with 25mm thick cement and

sand (1:3) screed trowelled smooth to gentle falls

with division strips every 2.00 metre length and

including 150mm thick clay bricks edge wall

average 500mm deep rendered on

and including 450mm x 150mm thick concrete

grade 15 foundation and all necessary excavations

and disposal of spoil and formwork to edge of apron

Cement and Sand ( 1: 4 ) as described:- SM 288 @36,000= 10 ,368,000=

1.18 20mm thick rendering to plinth walls

Prepare and apply two coats of bituminous paint on:- SM 184 @8,000= 1,472,000=

1.19 Rendered plinth walls SM 184 @ 8,000= 1,472,000=

Total Carried to Collection

Page E1- 1/ 194,528,000=

Page E1- 2/ 65,924,000=

Total Substructure To Summary 260,452,000=

Item Description Unit Quantity Rate(Ushs) Amount ( Ugandan shillings)

Bill No. 2

Element No. 2

Super structure:

Vibrated Insitu reinforced concrete grade

20 mix (1:2:4 / 20mm Aggregate) as

Described:-

2.01 Ring beams CM 24 @400,000= 9,600,000=

Mild steel reinforcement as described including

cutting to lengths, bending, hoisting and fixing

Including all necessary tying wire and

spacing blocks. hoisting and fixing including

all necessary tying wire and spacing blocks. .

2.02 8 mm diameter bar KG 944 @4,000= 3,776,000=

High yield tensile steel bar reinforcement to

BS 4449 as described including cutting to

Lengths, bending, hoisting and fixing including

all necessary tying wire and spacing blocks.

2.03 12 mm diameter bar KG 2,280 @ 4,000= 9,120,000=


2.04 Sides and soffites of beams SM 192 @18,000= 3,456,000=

Damp proof courses : hessian based bituminous

felt: bedded in cement and

Sand (1:3) mortar: 300mm laps.

2.05 Horizontal : 230mm ditto LM 416 @ 2,500= 1,040,000=


Sand mortar (1:4) mix; with and

Including 25 x 3mm hoop iron strips laid

Horizontally every alternate course.

2.06 230 mm thick below ring beam walling. SM 776 @46,800= 36,316,800=

2.07 230mm Thick above ring beam and gable walling SM 272 @46,800= 12,729,600=

2.08 Labor and materials in eaves filling on

230mm wall for average height of 300mm LM 368 @ 46,800= 17,222,400=

Permanent Vents

2.09 Permanent Vent filled in with Kajjansi

ventilation bricks or other equal and

approved; bat proof gauze and coffee tray

wire backing complete with necessary

timber framing and beading.

SM 8 @58,000= 464,000=

Total Super Structure To Summary 93,724,800=

Item Description Unit Quantity Rat (Ushs) Amount (Ugandan shillings)

Bill No. 2

Elemnt No.3

Roof:

Roof Construction

The followings 10nos. Timber trusses each

spanning 6.46M x 1.58M rise,

comprising of well treated members bolted

together to approval as described

and hoisted and fixed in position at about 3.30M

above floor level.

Sawn cypress pressure impregnated with

preservative:-

3.01 50 x 100mm Purlins LM 1400 @ 10,000= 14,000,000=

3.02 50 x 100mm Strut /tie LM 432 @10,000= 4,320,000=

3.03 50 x 150mm Ridge LM 144 @ 12,000= 1,728,000=

3.04 50 x 150mm Tie beam LM 520 @12,000= 6240,000=

3.05 50 x 100mm Rafters LM 752 @10,000= 7,520,000=

3.06 75 x 100mm Wall Plate LM 264 @12,000= 3,168,000=

3.07 75 x 100mm overhangs LM 240 @12,000= 2,880,000=

Roof Covering

3.08 28 Gauge pre-painted iron roofing sheets

fixed with 1.5 side corrugation laps and

150mm end laps with and including approved

roofing nails or galvanized steel

drive screws with plastic washers and fller blocks to

manufacturer's instructions. SM 1248 @ 38,000= 47,424,000=

3.09 28 Gauge plain (pre-coated) roll top ridge capping. LM 1368 @ 12,000= 16,416,000=

Eaves

3.10 25 x 225mm Wrot Cypress fascia board

and badge boards LM 416 @ 10,000= 4,160,000

Painting Knot prime stop and apply three coats

of gloss oil paint to timber surfaces.

.

3.11 Knot, prime, stop and apply three coats of gloss

oil paint to wood fascia 200-

300mm girth. SM 144 @ 10,000= 1,440,000=

Total Roof Carried To Summary 103,696,000=

Item Description Unit Quantity Rate (Ushs) Amount (Ugandan shillings)

Bill No.1

Element No.4

Doors and Windows:

Windows

Vibrated Precast concrete grade 20

mix (1:2:4 / 20mm aggregate) : units

reinforced as necessary and finished fair

face on all exposed sides as

described:-

4.01 75 x 285 mm sunk weathered and

throated window cill Purpose made steel

casement windows manufactured from

standard W20

sections: manufacture, assemble and deliver

to site : Supply and fix

ironmongery comprising approved hinges

, pivoting mechanisms, stays,

fasteners to opening lights: plugged and screwed

or built into walling : one

coat red oxide primer before delivery. all to LM 160 @3,000= 3,480,000=

Architects details Purpose made steel

casement windows manufactured

from standard W20

sections: manufacture, assemble and

deliver to site : Supply and fix

4.02 Window type W1 : Size 1200 x 1200mm

overall height: NO 112 @ 250,000= 28,000,000=

Glass and Glazing

4.03 4mm thick clear sheet glass to metal

window with putty SM 160 @ 7 0,000= 11,200,000=

Prepare touch up primer and apply one

undercoat and two finishing coats of

gloss oil paint : on glazed metal surfaces

4.04 General Surfaces : windows SM 320 @3000= 960,000=



Doors

Purpose made steel casement doors

manufactured from Standard W20

Sections complete as described to

Architects details

4 .05 Door size 900 x 2400mm with

permanent louvered vents 300mm

included : D1 NO 16 @300,000= 4800,000=

Prepare, knot prime, stop and apply

three coats of gloss oil paint: on

woodwork.

4.06 General surface of metal doors SM 72 @ 3,000= 216,000=

Supply and fix the following approved

ironmongeries complete with

marching screws, handles and keys

to hard wood.

4.07 Tower bolt complete with Pudlocks NO 16 @ 100,000= 1,600,000=

4.08 25mm diameter rubber door stopper. NO 16 @ 10,000= 160,000=


COLLECTION

Page E4- 4/ 43,640,000=

Page E4- 5/ 6,776,000=

Total Doors and Windows Carried To Summary 50,416,000=


Bill No. 2

Element No. 5

External Finishes:

Floor Finishes

Cement and sand (1:3) screeds and

pavings : one coat: steel trowell finish :

laid on concrete

5.01 30mm thick screed in the verandah SM 160 @ 10,000 = 1,600,000=

5.02 25 x 200mm skirting with square top

edge and coved junction at bottom of paving. LM 352 @ 10,000 =
3,520,000=

Cement and sand ( 1:4) render trowelled

smooth on concrete or masonry

5.03 15mm to walls. SM 976 @ 10,000 = 9,760,000=

Two coats tyrolene rendering on masonry

5.04 Walls and concrete surfaces SM 544 @8.000= 4,352,000=

Painting: 'Sadolin Paints' or equal and approved.

5.05 Prepare and apply one undercoat

and two finishing coats weaher guard on

plastered surfaces. SM 432 @10,000= 4,320,000=

5.06 Ditto to Tyrolean surfaces. SM 544 @ 10,000= 5,440,000=

Total External Walls Finishes Carried To Summary 28,992,000=


Bill No. 2

Element No.6

Internal Finishes

Floor Finishes


pavings :

one coat: steel trowell finish :

laid on concrete

6.01 30mm thick screed SM 752 @10,000= 7,520,000=


edge and coved junction at bottom of paving. LM 424 @5000= 2,120,000=

Wall Finishes

Cement and sand ( 1:2:9) lime plaster

trowelled smooth on brick wall or

masonry

6.03 15mm thick cement and sand plaster :

steel trowell finish to walls. SM 1280 @10,000= 12,800,000=

Painting


and three finishings coats of matt

vinyl paint to

plastered surfaces. SM 1280 10,000= 12,800,000=

Black Board as described:-

6.05 Provide Black board, size:

4200mm long x 1200mm highx 20mm

thick complete

with chalk rails and painted in approved b/b paint NO 16 150,000= 2,400,000=

6.06 Provide3No pin boardsin each classroom,size:

1200mm x1200mm with hard wood

timber framing to approved section design NO 48 150,000= 7,200,000=

Total Internal Finishes Carried To Summary 44,840,000=

Item Description Unit Quantity Rate (Ushs) Amount (Ushs) Ugandan shillings

Bill No. 2

Element No.7

Lightning Protection

Supply, install, connect and set to

work the following, all as described in the

Specifications and Drawings.

7 .01 Copper tape of Hard Drawn High

Conductivity copper plate 3mm x 25mm cross

section for Down Conductors, bonded to

the iron sheet roof complete with fixing

clips and all accessories as by FURSE or equal.

LM 28 @ 40,000 =
1,120,000=

7 .02 Air terminals complete with Tape

Adapter and all accessories as by FURSE or

equal. NO 2 @150,000= 300,000=

7 .03 Test Blocks complete as by FURSE or equal. NO 2 @100,000= 200,000=

7 .04 Earth electrodes made from Hard drawn

copper or copper weld 20mm diameter by

1200mm in two length screwed together

complete

with cap, earth clamp, manhole

and all accessories.

NO 2 120,000= 240,000=

7 .05 50mm diameter heavy duty P.V.C pipe LM 4 10,000= 40,000=

TOTAL LIGHTNING PROTECTION CARRIED TO SUMMARY. 1,900,000=


Bill No. 2

Element No.8

Rain Water harvest

8 .01 P.V.C downpipes 110mm diameter

complete with all fittings

nessecary for erection

(refer to drawing) LM 96 @6,000= 576,000=

8 .02 P.V.C gutters complete with gutter

brackets at 1000mm c/c including all fittings

nessecary for erection LM 176 @20,000= 3,520,000=

8 .03 5,000 litre pvc tank placed on ground

concrete base (measured separetely),

complete with all accessories. NO 1 @300,000= 300,000=

8 .04 25mm gate valves as Peglar heavy duty

or equal approved. NO 1 @40,000= 40,000=

8 .05 12mm Stand by pipe, complete with

12mm bib tap and all accessories Item 1 @ 37,000= 37,000=

Concrete Tank Base

9 .14 1.5m high Ground concrete water

tank base, made in masonry brickwork, well

compacted hardcore, with 150mm thick

slab on top as shown in drawing, for the

above water tank, complete.

NO 2 @ 1.000,000= 2,000,000=

TOTAL RAIN WATER HARVEST CARRIED TO SUMMARY 6,473,000=

SUMMARY FOR PROPOSED CONSTRUCTION OF A PRIMARY SCHOOL AT IGEL

1 SUB-STRUCTURE 260,452,000=

2 SUPERSTRUCTURE 93,724,800=

3 ROOFING 103,696,000=

4 DOORS AND WINDOWS 50,416,000=

5 EXTERNAL FINISHES 28,992,000=

6 INTERNAL FINISHES 44,840,000=

7 LIGHTNING PROTECTION 1,900,000=

8 RAIN WATER HARVEST 6,473,000=

GRAND TOTAL 590,493,800=

BUDGET FOR PUTTING UP A SECONDARY SCHOOL 16 BLOCK OF CLASSROOMS

Item Description Unit Quantity Rate(Ushs) Amount(Ushs) Ugandan shillings

Element NO 1

Substructure: (All Provisional)

Site Preparation

1.01 Excavate oversite to remove

top soil average 150mm thick and

remove from site. SM 1504 @ 1000= 1;504,000=

1.02 Treat surface of subsoil or fillings and

surroundings with approved

chemical antitermite

solution: provide ten year guarantee. SM 1504 @ 1000= 1,504,000=



include for keeping excavations

free from water

and planking and strutting

to sides of excavations

1.03 Excavate to reduce levels and

remove from site. CM 216 @ 2000= 432,000=


foundations: commencing from

reduced levels : not

exceeding 1.5m deep . CM 248 @4000= 992,000=

1.05 Extra over excavation for excavating

in rock CM 48 30,000= 1,440,000=


1.06 Selected excavated material in filling

to foundation trenches : around walling :

placed in 200mm layers : watered and

compacted to 95% MDD CM 176 2000= 352,000=


material from site CM 128 4,000= 512,000=

Hardcore

1.08 150mm Filling : deposit, spread, level

and compact : 50mm selected quarry dust

blinding. CM 752 10,000= 7,520,000=

Vibrated Insitu concrete grade 15 mix

(1:3:6 / 20mmaggregate) as described:-

1.09 Foundations in trenches CM 512 10,000= 5,120,000=


mix (1:2:4 / 20mm Aggregate) as

described in :-

1.11 Ramp for the Disabled CM 128 150,000= 19,200,000=

1.10 100mm thick ground floor slab SM 9600 10,000= 96,000,000=

1.12 Horizontal Ground beam CM 192 250,000= 48,000,000=


to BS 4449 as described including

cutting to lengths, bending, hoisting and

fixing including all necessary tying

wire and spacing blocks.

1.12 R8 bars for links KG 944 3,000= 2,832,000=

1.13 Y12 bars. KG 2280 4,000= 9,120,000=


Item / Description Unit Quantity Rate(Ushs) Amount (Ushs) Ugandan shillings

Reinforcement

1.12 Mesh reinforcement Ref No.

A98 size 200 x 200 mm weighing 1.54

kg per square metre: in floor slab:

including all necessary supports SM 840 @ 10,000= 8,400,000=


1.13 Vertical edges of surface bed :

over 75mm but not exceeding 150 mm high. LM 368 @ 7,500= 2,760,000=


sand mortar (1:4) mix; with and

including 25 x 3mm hoop iron strips

laid horizontally every alternate course.

1.14 230 mm thick plinth walling. SM 488 @ 40,000= 19,520,000=

Sundries

1.15 One layer 1000 gauge polythene sheet

damp proof membrane Under bed :

300mm laps. SM 840 @9,500= 7,980,000=

1.16

Allow for " Dieldrex " or other approved

anti-termite treatment in sides and bottom

of foundation trenches and ground surface

below hard-core filling( SEE ITEM

No.1.02) SM 1744 @ 8,000= 13,952,000=

Splash apron

1.17

75mm thick concrete (grade 20) splash apron on

75mm hardcore base well rammed and apron

finished with 25mm thick cement and

sand (1:3) screed trowelled smooth to gentle falls

with division strips every 2.00 metre length and

including 150mm thick clay bricks edge wall

average 500mm deep rendered on

and including 450mm x 150mm thick concrete

grade 15 foundation and all necessary excavations

and disposal of spoil and formwork to edge of apron

Cement and Sand ( 1: 4 ) as described:- SM 288 @36,000= 10
,368,000=

1.18 20mm thick rendering to plinth walls

Prepare and apply two coats of bituminous paint on:- SM 184 @ 8,000=
1,472,000=

1.19 Rendered plinth walls SM 184 @ 8,000=
1,472,000=


Page E1- 1/ 194,528,000=

Page E1- 2/ 65,924,000=

Total Substructure To Summary 260,452,000=


Bill No. 2

Element No. 2

Super structure:

Vibrated Insitu reinforced concrete grade

20 mix (1:2:4 / 20mm Aggregate) as

described:-

2.01 Ring beams CM 24 @400,000= 9,600,000=

Mild steel reinforcement as described including

cutting to lengths, bending, hoisting and fixing

including all necessary tying wire and

spacing blocks. hoisting and fixing including

all necessary tying wire and spacing blocks. .

2.02 8 mm diameter bar KG 944 @4,000 = 3,776,000=

High yield tensile steel bar reinforcement to

BS 4449 as described including cutting to

lengths, bending, hoisting and fixing including

all necessary tying wire and spacing blocks.

2.03 12 mm diameter bar KG 2,280 @4,000 = 9,120,000=


2.04 Sides and soffites of beams SM 192 @18,000 = 3,456,000=

Damp proof courses : hessian based bituminous

felt: bedded in cement and

sand (1:3) mortar : 300mm laps.

2.05 Horizontal : 230mm ditto LM 416 @2,500 = 1,040,000=


sand mortar (1:4) mix;with and

including 25 x 3mm hoop iron strips laid

horizontally every alternate course.

2.06 230 mm thick below ring beam walling. SM 776 46,800= 36,316,800=

2.07 230mm Thick above ring beam and gable walling SM 272 46,800= 12,729,600=

2.08 Labour and materials in eaves filling on

230mm wall for average height of 300mm LM 368 46,800= 17,222,400=

Permanent Vents

2.09 Permanent Vent filled in with Kajjansi

ventilation bricks or other equal and




SM 8 58,000= 464,000=

Total Super Structure To Summary 93,724,800=


Bill No. 2

Elemnt No.3

Roof:

Roof Construction

The followings 10nos. Timber trusses each

spanning 6.46M x 1.58M rise,

comprising of well treated members bolted

together to approval as described

and hoisted and fixed in position at about 3.30M

above floor level.

Sawn cypress pressure impregnated with

Preservative:-

3.01 50 x 100mm Purlins LM 1400 @10,000 = 14,000,000=

3.02 50 x 100mm Strut /tie LM 432 @10,000 = 4,320,000=

3.03 50 x 150mm Ridge LM 144 @12,000 = 1,728,000=

3.04 50 x 150mm Tie beam LM 520 @ 12,000 = 6240,000=

3.05 50 x 100mm Rafters LM 752 @10,000 = 7,520,000=

3.06 75 x 100mm Wall Plate LM 264 @12,000 = 3,168,000=

3.07 75 x 100mm overhangs LM 240 @12,000 = 2,880,000=

Roof Covering

3.08 28 Gauge pre-painted iron roofing sheets

fixed with 1.5 side corrugation laps and

150mm end laps with and including approved

roofing nails or galvanized steel

drive screws with plastic washers and fller biocks to

manufacturer's instructions. SM 1248 @38,000= 47,424,000=

3.09 28 Gauge plain (pre-coated) roll top ridge capping. LM 1368 @ 12,000= 16,416,000=

Eaves

3.10 25 x 225mm Wrot Cypress fascia board

and badge boards LM 416 @ 10,000= 4,160,000

Painting Knot prime stop and apply three coats


.

3.11 Knot, prime, stop and apply three coats of gloss

oil paint to wood fascia 200-

300mm girth. SM 144 @ 10,000= 1,440,000=

Total Roof Carried To Summary 103,696,000=


Bill No.1

Element No.4

Doors and Windows:

Windows

Vibrated Precast concrete grade 20

mix (1:2:4 / 20mm aggregate) : units

reinforced as necessary and finished fair

face on all exposed sides as

described:-

4.01 75 x 285 mm sunk weathered and

throated window cill Purpose made steel

casement windows manufactured from

standard W20

sections: manufacture, assemble and deliver

to site : Supply and fix

ironmongery comprising approved hinges

, pivoting mechanisms, stays,

fasteners to opening lights: plugged and screwed

or built into walling : one

coat red oxide primer before delivery. all to LM 160 @3000 = 3,480,000=

Architects details Purpose made steel

casement windows manufactured

from standard W20

sections: manufacture, assemble and

deliver to site : Supply and fix

4.02 Window type W1 : Size 1200 x 1200mm

overall height: NO 112 @250,000 = 28,000,000=

Glass and Glazing


window with putty SM 160 70,000= 11,200,000=




4.04 General Surfaces : windows SM 320 3000= 960,000=



Doors

Purpose made steel casement doors

manufactured from Standard W20

Sections complete as described to

Architects details

4 .05 Door size 900 x 2400mm with


included : D1 NO 16 @300,000 = 4,800,000=

Prepare, knot prime, stop and apply

three coats of gloss oil paint: on

woodwork.

4.06 General surface of metal doors SM 72 @ 3,000 =
216,000=


ironmongeries complete with

marching screws, handles and keys

to hard wood.

4.07 Tower bolt complete with Padlocks NO 16 @ 100,000 =
1,600,000=

4.08 25mm diameter rubber door stopper. NO 16 @10,000=
160,000 =

Total Carried to Collection 0

COLLECTION

Page E4- 4/ 43,640,000=

Page E4- 5/ 6,776,000=

Total Doors and Windows Carried To Summary 50,416,000=


Bill No. 2

Element No. 5

External Finishes:

Floor Finishes


pavings : one coat: steel trowell finish :

laid on concrete

5.01 30mm thick screed in the verandah SM 160 @ 10,000 = 1,600,000=


edge and coved junction at bottom of paving. LM 352 @10,000 = 3,520,000=

Cement and sand ( 1:4) render trowelled

smooth on concrete or masonry

5.03 15mm to walls. SM 976 @ 10,000 = 9,760,000=

Two coats tyrolene rendering on masonry

5.04 Walls and concrete surfaces SM 544 @ 8.000 = 4,352,000=

Painting : 'Sadolin Paints' or equal and approved.


and two finishing coats weaher guard on

plastered surfaces. SM 432 @ 10,000 = 4,320,000=

5.06 Ditto to tyrolean surfaces. SM 544 @ 10,000 = 5,440,000=

Total External Walls Finishes Carried To Summary 28,992,000=


Bill No. 2

Element No.6

Internal Finishes

Floor Finishes


pavings :

one coat: steel trowell finish :

laid on concrete

6.01 30mm thick screed SM 752 @10,000 = 7,520,000


edge and coved junction at bottom of paving. LM 424 @5000 = 2,120,000

Wall Finishes

Cement and sand ( 1:2:9) lime plaster

trowelled smooth on brick wall or

masonry

6.03 15mm thick cement and sand plaster :

steel trowell finish to walls. SM 1280 @ 10,000 = 12,800,000

Painting


and three finishings coats of matt

vinyl paint to

plastered surfaces. SM 1280 @10,000 = 12,800,000=

Black Board as described:-

6.05 Provide Black board, size:

4200mm long x 1200mm highx 20mm

thick complete

with chalk rails and painted in approved b/b paint NO 16 @ 150,000 = 2,400,000=

6.06 Provide3No pin boardsin each classroom,size:

1200mm x1200mm with hard wood

timber framing to approved section design NO 48 150,000= 7,200,000=

Total Internal Finishes Carried To Summary 44,840,000=


Bill No. 2

Element No.7

Lightning Protection


work the following, all as described in the


7 .01 Copper tape of Hard Drawn High

conductivity copper plate 3mm x 25mm cross

section for Down Conductors,bonded to

the iron sheet roof complete with fixing

clips and all accessories as by FURSE or equal.

LM 28 40,000= 1,120,000=

7 .02 Air terminals complete with Tape

Adapter and all accessories as by FURSE or

equal. NO 2 150,000= 300,000=

7 .03 Test Blocks complete as by FURSE or equal. NO 2 100,000= 200,000=

7 .04 Earth electrodes made from Hard drawn

copper or copper weld 20mm diameter by

1200mm in two length screwed together

complete

with cap, earth clamp, manhole


NO 2 120,000= 240,000=

7 .05 50mm diameter heavy duty P.V.C pipe LM 4 10,000= 40,000=

TOTAL LIGHTNING PROTECTION CARRIED TO SUMMARY. 1,900,000=


Bill No. 2

Element No.8

Rain Water harvest




(refer to drawing) LM 96 @ 6,000 = 576,000=



nessecary for erection LM 176 @20,000 = 3,520,000=



complete with all accessories. NO 1 @300,000= 300,000=


or equal approved. NO 1 @ 40,000= 40,000=



Concrete Tank Base






NO 2 @ 1000,000=
2,000,000=


SUMMARY FOR PROPOSED CONSTRUCTION OF A SECONDARY SCHOOL AT IGEL

1 SUBSTRUCTURE 260,452,000=


3 ROOFING 103,696,000=

4 DOORS AND WINDOWS 50,416,000=



7 LIGHTNING PROTECTION 1,900,000=

8 RAIN WATER HARVEST 6,473,000=

GRAND TOTAL 590,493,800=

BUDGET FOR THE PROPOSED CONSTRUCTION OF 5 STANCE DRAINABLE PIT LATRINE
FOR BOTH THE PRIMARY ,HEALTH CENTRE AND SECONDARY SCHOOL AT IGEL KOLE
DISTRICT.

Item Description Unit Quantity Rate [Ushs) Amount [ Ugandan shillings)

BILL No 5

ELEMENT NO 1

SUBSTRUCTURE

(All Provisional)

Site Preparation

1.01 Excavate oversite

to remove top

soil average 150mm thick and

remove from site. SM 51 @ 1000 = 51,000=

1.02 Treat surface of subsoil or

fillings and surroundings with

approved chemical

anti-termite solution:

provide ten year guarantee. SM 51 @300= 15,300=


Note: Rates for excavation to include

for keeping excavations free

from water and planking

and strutting to sides of excavations

1.03 Excavate to reduce levels

and remove from site. CM 15 @ 10,000= 150,000=

1.04 Excavate pit including all

earth work support and keeping

excavations free from water

and mud up to 1.5m CM N/A

1.05 Ditto but up to 3m CM 22 @ 30,000= 660,000=

1.06 Ditto but up to 4m CM N/A

1.07 Extra over excavation

for excavating in rock CM 5 @30,000= 150,000=


1.08 Selected excavated material

in filling to foundation trenches :

around walling : placed in 200mm layers

: watered and compacted to 95% MDD CM 3 @30,000= 90,000=


material from site CM 43 @ 20,000= 860,000=

1.10 150mm Filling : deposit, spread,

level and compact : 50mm selected

quarry dust blinding. SM 22 @5,000= 110,000=

Insitu concrete grade 20

mix (1:2:4 / 20mm aggregate) as described:-

1.11 150mm thick pit floor bed using

mix 1:2:4 mass concrete CM 2 @200,000= 400,000=

1.12 230x 230mm columns and

beams mix 1:2:4/19mm CM 3 @400,000= 1,200,000=

1.13 100mm thick reinforced suspended floor

slab using mix 1:2:4 concrete. SM 13 @30,000= 390,000=


Item Description Unit Quantity Rate Ushs) Amount Ugandan shillings)

Vibrated Insitu reinforced

concrete grade 20

mix (1:2:4 / 20mm aggregate)

as described:-

1.14 100mm thick slab in verandah SM 12 @30,000= 360,000=

1.15 Ramp for the Disabled CM 1 @200,000= 200,000=

Reinforcement

1.16 Mesh reinforcement

Ref No. A98 size 200 x 200 mm

weighing 1.54 kg per square metre:

in floor slab:

including all necessary supports SM 21 @20,000= 440,000=

Mild steel rod reinforcement

as described.

1.17 8 mm diameter bar KG 52 @3000= 156,000=

High yield tensile steel bar

reinforcement to

BS 4449 as described.

1.18 12 mm diameter bar KG 121 @ 4000= 484,000=


1.19 230x230mm columns: over

75mm but not exceeding 150

mm high. LM 50 @10,000= 500,000=

1.20 Sides of the pit ringbeam

300mm wide: over 75mm but

not exceeding 150 mm high. LM 8 @10,000= 80,000=

1.21 Soffit of 100mm thick slab:

over 75mm but not exceeding

150 mm high. SM 25 @ 20,000= 500,000=

1.22 Edge of slab 100mm high:

over 75mm but not

exceeding 150 mm high. LM 25 @10,000= 250,000=

Brickwork in burnt clay bricks

in cement and sand mortar (1:3) mix;

with and including 25 x

3mm hoop iron strips laid



1000 gauge vertical DPM SM 50 0

Finishes to the pit

1.24 15mm cement and sand

(1:4 mix) trawelled smooth and

hard using water resistant

cement additive. SM 53 10,000= 530,000=

1.25 25mm cement,sand screed finished

smooth to a gentle slope SM 23 10,000= 230,000=

Vent pipe

1.26 Supply and fix 3No 100mm diameter

uPVC vent pipes 3.5m long with

fly screen at the top complete

with mosquito wire netting. LM 11 10,000= 110,000=


Splash apron

1.27

75mm thick concrete (grade 20)

splash apron on 75mm hardcore

base well rammed and apron

finished with 25mm thick cement

and sand (1:3) screed trowelled

smooth to gentle falls with division

strips every 2.00 metre length and

including 150mm thick clay bricks edge

wall average 500mm deep

rendered on and including

450mm x 150mm thick concrete grade 15

foundation and all necessary

excavations and disposal of spoil and

formwork to edge of apron SM 11 @ 30,000= 330,000=


Item Description Unit Quantity Rate

(Ushs)

Amount

(Ushs)

COLLECTION

Page E1- 1/ 4,476,300=

Page E1- 2/ 6,276,000=

TOTAL SUBSTRUCTURE CARRIED TO SUMMARY 10,752,300=

Item Description Unit Quantity Rate Ushs) Amount Ugandan
shillings)

ELEMENT NO. 2

SUPER STRUCTURE

Vibrated Insitu reinforced

concrete grade 20 mix

(1:2:4 / 20mm Aggregate)

as described:-

2.01 Ring beams CM 1 @400,000= 400,000=

Mild steel reinforcement as

described including cutting to

lengths, bending, hoisting and

fixing including all necessary

tying wire and spacing blocks.

2.02 8 mm diameter bar KG 30 @ 3,000= 90,000=

High yield tensile steel bar

reinforcement to BS 4449 as

described including cutting to

lengths, bending, hoisting and

fixing including all necessary

tying wire and spacing blocks.

2.03 12 mm diameter bar KG 88 @4,000= 352,000=


2.04 Sides and soffites of beams SM 14 @10,000= 140,000=

Damp proof courses : hessian based

bituminous felt: bedded in cement

and sand (1:3) mortar : 300mm laps.

2.05 Horizontal : 200mm ditto LM 28 @ 2500= 70,000=

Brickwork in burnt clay bricks

in cement and sand mortar

(1:3) mix;with and including 25 x

3mm hoop iron strips laid horizontally

every alternate course.

2.06 230mm thick below

ring beam walling. SM 49 @46,800= 2,293,200=

2.07

Labour and materials in eaves

filling on 230mm wall for average

height of 300mm LM 32 @10,000= 320,000=

Permanent Vents

2.08 Permanent Vent filled in with

Kajjansi ventilation bricks or other

equal and approved; bat proof gauze

and coffee tray wire backing complete

with necessary timber

framing and beading. SM 1 @60,000= 60,000=

Disability Handrail

2.08 Provide handrials for the disabled

comprised of 35mm diameter

MS grip bars for the diasbled

complete installed to architects details Item 1 150,000= 150,000=

TOTAL SUPER STRUCTURE CARRIED TO SUMMARY 3,875,200=

…………………………………………………………………………………………………………………
…………………………….


ELEMENT NO. 3

ROOF

Roof Construction

The following in roof

construction including all

bolting, gusset plates, fixing

trusses to ring

beams with holding down bolts

and hoisting and fixing

approximately 3.0mm above ground

level.

Sawn cypress pressure impregnated

with preservative:-

3.01 50 x 100mm Purlins LM 20 @10,000= 200,000=

3.02 50 x 150mm Rafters LM 11 @12,000= 132,000=

3.03 75 x 100mm Wall Plate LM 13 @ 12,000= 144,000=

Roof Covering

3.04 28 Gauge pre-painted iron

roofing sheets fixed with 1.5 side

corrugation laps and 150mm end laps

with and including approved

roofing nails or galvanized

steel drive screws with

plastic washers to

manufacturer's instructions. SM 18 @ 38,000= 684,000=

Eaves

3.05 25 x 225mm Wrot

Cypress fascia board Painting LM 18 @15,000= 270,000=

Painting

Knot prime stop and apply three

coats of gloss oil paint to timber surfaces.

3.06 Knot, prime, stop and apply

three coats of gloss oil paint to

wood fascia 200-300mm girth. SM 9 @10,000= 90,000=

TOTAL ROOF CARRIED TO SUMMARY 1,520,000=


ELEMENT NO. 4

DOORS

Doors

Purpose made steel casement

doors manufactured from

Standard W20

Sections complete as

described to Architects details

4.01 Door size 900 x 2400mm

with permanent louvered vents

300mm included. NO 6 200,000= 1,200,000=

Prepare, knot prime, stop

and apply three coats of

gloss oil paint: on metal

4.02 General Surfaces : doors SM 23 3,000= 69,000=

Supply and fix the following

approved ironmongeries complete

with marching screws,

handles and keys to hard wood.

4.03 Tower bolt complete

with Pudlocks NO 6 30,000= 180,000=

TOTAL DOORS AND WINDOWS CARRIED TO SUMMARY 1,449,000=


ELEMENT NO. 5

EXTERNAL FINISHES

Floor Finishes

Cement and sand (1:3) screeds

and pavings : one coat:

steel trowell finish :

laid on concrete

5.01 30mm thick screed in

the verandah aand ramps SM 15 @10,000= 150,000=

5.02 25 x 200mm skirting with

square top edge and coved

junction at bottom of paving. LM 6 @ 5000= 30,000=

Cement and sand ( 1:4) render

trowelled smooth on

concrete or masonry

5.03 15mm to walls. SM 56 @10,000= 560,000=

Two coats tyrolene rendering

on masonry

5.04 Walls and concrete surfaces SM 56 @5000= 280,000=

Painting : 'Sadolin Paints' or

equal and approved.

5.05 Prepare and apply one

undercoat and two finishing coats

weather guard paint

on plastered surfaces. SM 15 @10,000= 150,000=

5.06 Ditto to tyrolean surfaces Item 56 10,000= 560,000=

5.07 Supply and fix to position

standard engraved foundation

stones from approved product

from either

slates or marbles or terrazzo

to engineer's details. Item 1 150,000= 150,000=

TOTAL EXTERNAL WALLS FINISHES CARRIED TO SUMMARY 1,880,000=


ELEMENT NO. 6

INTERNAL FINISHES

Floor Finishes




aid on concrete

6.01 30mm thick screed SM 11 @10,000= 110,000=


square top edge and coved junction

at bottom of paving. LM 27 @ 5,000= 135,000=

Wall Finishes

6.03 15mm thick cement and

sand plaster : steel trowell finish

to walls. SM 55 @ 10,000= 550,000=

Painting


undercoat and three finishings

coats matt vinyl paint to

plastered surfaces. SM 55 @10,000= 550,000=

TOTAL INTERNAL FINISHES CARRIED TO SUMMARY 1,345,000= Ugandan shillings

…………………………………………………………………………………………………………………
……………………….

ELEMENT NO. 7

WATER SUPPLY

Supply, install, connect and

set to work the following,

all as described in the Specifications

and Drawings.

Water Supply

7.01 250 litre uPVC tank placed on

ground concrete base

(measured separately ) ,complete

with lockable

tap and washout approved NO 1 @500,000= 500,000=

7.03 Install 4"PVC pipe with approved

floor trap to urinal, including splash

apron for hand washing tanks NO 3 @50,000= 150,000=

7.04

1m high ground concrete water

tank base made in masonry brickwork,

well compacted with 150mm

thick slab on top as directed on site

for the tanks as above complete

with 1x1m spash apron,

concealed drain pipe and soakaway

complete

.(inc. metallic lockable burgler proffing metallic grills

engraved in concrete for protecting the tank) NO 1 @500,000= 500,000=

7.05 Provive sock away pit size 1.5m

diameter and 1.2m depth complete

with drain pipe/floor trap from

urinal or wash room. Item 1 100,000=

TOTAL WATER SUPPLY CARRIED TO SUMMARY. 1,250,000=

BILL No 5

SUMMARY FOR PROPOSED CONSTRUCTION OF1 BLOCK OF 5 STANCE VIP LATRINE IN
SCHOOL IN IGEL KOLE DISTRICT

1 SUBSTRUCTURE 10,752,300=


3 ROOFING 1,520,000=

4 DOORS 1,449,000=



7 WATER SUPPLY 1,250,000=

FIVE STANCE VIP LATINE TOTAL TO SUMMARY FOR

PRIMARY HEALTH CENTRE AND SECONDARY WE MULTIPLY FUGURE X3
22,071,500= x 3

BUDGET FOR THE PROPOSED CONSTRUCTION OF HEALTH CENTRE AT IGEL KOLE
DISTRICT.

Item Description Unit Quantity Rate [Ushs) Amount [Ugandan shillings)

ELEMENT NO 1

SUBSTRUCTURE (All Provisional)

Site Preparation

1.01 Excavate over site to remove

Top soil average 150mm thick and

Remove from site. SM 324 @1,000= 324,000=

1.03 Treat surface of subsoil or

1.04 fillings and surroundings

1.05 with approved

1.06 chemical anti-termite

Solution: provide

Ten year guarantee. SM 324 @ 1,000= 324,000=



Include for keeping excavations

Free from water

And planking and strutting to

Sides of excavations

1.03 Excavate to reduce levels

And remove from site. CM 54 @5,000= 270,000=


Foundations: commencing

From reduced levels: not

Exceeding 1.5m deep. CM 81 @ 5,000= 405,000=

1.05 Extra over excavation

For excavating in rock CM 5 @30,000= 150,000=


1.07 Selected excavated material

1.08 in filling to foundation trenches :

1.09 around walling :

Placed in 200mm layers: watered and

Compacted to 95% MDD CM 60 @ 5,000= 300,000=


material from site CM 11 @20,000= 220,000=

Hardcore

1.08 150mm Filling: deposit, spread,

Level and compact: 50mm selected

Quarry dust

Blinding. SM 324 @ 5,000= 1,620,000=

Vibrated Insitu concrete grade 15

Mix (1:3:6 / 20mm aggregate) as described:-

1.09 Foundations in trenches CM 14 @200,000= 2,800,000=


Mix (1:2:4) as described in :-

1.10 100mm thick ground floor slab SM 105 @ 30,000= 3,150,000=

1.11 Ramp for the Disabled SM 9 @30,000= 270,000=


Item Description Unit Quantity Rate Ushs) Amount Ushs)

Reinforcement

1.12 Mesh reinforcement

Ref No. A98 size 200 x 200 mm

weighing 1.54 kg per square

metre: in floor slab: including

all necessary supports SM 95 @11,500= 1,092,500=


1.13 Vertical edges of surface bed:

over 75mm but not exceeding

150 mm high. LM 44 @ 7,500= 330,000=

Brickwork in burnt clay bricks in

Cement and sand mortar (1:4) mix;

With and

Including 25 x 3mm hoop iron

strips laid horizontally

every alternate course.


Sundries

1.15 One layer 1000 gauge

polythene sheet damp proof

membrane Under bed : 300mm

laps. SM 95 @5,000= 475,000=

1.16

Allow for " Dieldrex " or other

approved anti-termite treatment

in sides and bottom

of foundation trenches and

ground surface below

hard-core filling(SEE ITEM

No.1.02) SM 335 @300= 100,500=

Splash apron

1.17

75mm thick concrete (grade 20)

splash apron on 75mm

hardcore base well

rammed and apron finished

with 25mm thick cement

and sand (1:3) screed

trowelled smooth to gentle

falls with division strips every 2.00

metre length and

Including 150mm thick concrete

Block edge wall average 500mm

Deep rendered on

And including 450mm x 150mm thick

Concrete grade 15 foundation and all

necessary excavations and disposal

of spoil and formwork to edge of apron SM 27 30,000= 810,000=

Cement and Sand ( 1: 4 ) as described:-

1.18 Plinth Rendering SM 19 10,000= 190,000=

Prepare and apply two coats of

bituminous paint on:-

1.19 Rendered plinth walls SM 19 10,000= 190,000=


COLLECTION

Page E1- 1/ 9,833,000=

Page E1- 2/ 7,306,400=

TOTAL SUBSTRUCTURE TO SUMMARY 17,139,400=

ELEMENT NO. 2

SUPER STRUCTURE

Insitu concrete grade 20 / 20mm:

Vibrated, reinforced as described

2.01 Ring beams CM 6 @400,000= 2,400,000=

Mild steel reinforcement as described

including cutting to lengths, bending,

hoisting and fixing including all

necessary tying wire and spacing blocks.

2.02 8 mm diameter bar KG 107 @ 3,000= 321,000=


to BS 4449 as described including

cutting to lengths, bending, hoisting and

fixing including all necessary tying

wire and spacing blocks.

2.03 12 mm diameter bar KG 263 @4,000= 1,052,000=


2.04 Sides and soffites of beams SM 42 @ 10,000= 420,000=

Damp proof courses : hessian based

bituminous felt: bedded in cement and

sand (1:3) mortar : 300mm laps.

2.05 Horizontal : 200mm ditto LM 99 @ 2,500= 247,500=

Brickwork in burnt clay bricks in cement

and sand mortar (1:4) mix;with and

including 25 x 3mm hoop iron strips laid


2.06 230 mm thick below ring beam walling. SM 233 @46,800= 10,904,400=

2.07 230mm Thick above ring

beam and gable walling SM 73 @46,800= 3,416,400=

2.08 Labour and materials in eaves filling

on 230mm wall for average height of 300mm LM 77 @5,000= 385,000=

Permanent Vents

2.09

Permanent Vent filled in with Kajjansi ventilation

bricks or other equal and




SM 1 @ 60,000= 60,000=

TOTAL SUPER STRUCTURE TO SUMMARY 19,206,300=
Ugandan shillings


ELEMENT NO. 3

ROOF

Roof Construction

The followings 06nos. Timber

trusses each spanning

8.12M x 1.98M rise,

comprising of well treated

members bolted together to

approval as described

and hoisted and fixed in position

at about 3.30M above floor level.

Sawn cypress/ pine pressure

impregnated with preservative:-

3.01 50 x 100mm Purlins LM 145 @ 10,000= 1,450,000=

3.02 50 x 100mm Strut /tie LM 130 @10,000= 1,300,000=

3.04 50 x 150mm Tie beam LM 155 @ 12,000= 1,860,000=

3.05 50 x 100mm Rafters LM 120 @10,000= 1,200,000=

3.06 75 x 100mm Wall Plate LM 55 @12,000= 144,000=

Roof Covering

3.07

28 Gauge pre-painted iron roofing

sheets fixed with 1 ½ side

corrugation laps and

150mm end laps with and including

filler blocks at the ridges, approved roofing

nails or galvanized steel drive screws

with plastic washers to manufacturer's

instructions.

SM 166 @38,000= 6,308,000=

3.08 28 Gauge plain (pre-coated)

roll top ridge capping. LM 22 @12,000= 264,000=

Eaves

3.09 25 x 225mm Wrot Cypress/ pine fascia

board LM 61 @15,000= 915,000=

3.10 100 x 50 mm wrot cypress or pine

in fascia and badge board carriers LM 61 @15,000= 915,000=

Painting

Knot prime stop and apply three coats


3.11 Knot, prime, stop and apply three coats

of gloss oil paint to wood fascia 200-

300mm girth. SM 26 @7500= 195,000=

TOTAL ROOF CARRIED TO SUMMARY 14,551,000=
Ugandan shillings


ELEMENT NO. 4

DOORS AND WINDOWS

Windows

Precast concrete grade 25 / 20mm

]aggregate : units reinforced

as necessary

and finished fair face on

all exposed sides.

4.01 75 x 285 mm sunk weathered

and throated window cill LM 11 @55,000= 605,000=


windows manufactured from

standard W20

sections: manufacture, assemble

and deliver to site : Supply and fix

ironmongery comprising

approved hinges, pivoting

mechanisms, stays,

fasteners to opening lights:

plugged and screwed or

built into walling : one

4.02 Window type W1 :

Size 1500 x 1500mm overall height: NO 6 @300,000= 1,800,000=


Size 900 x 900mm overall height: NO 2 200,000= 400,000=

Burglar proofing grille comprising

12mm square bars 150mm centres both

ways in cobweb pattern as described.





Glass and Glazing


window with putty SM 9 78,000 702,000=

4.11 Ditto but obscure glass SM 2 78,000 156,000=




4.12 General Surfaces : windows SM 24 3000= 72,000=

Total Carried to Collection 4,835,000= Ugandan
shillings

Item Description Unit Quantity Rate Ushs) ( Amount Ugandan shillings)

Doors

Wrot Mahogany : selected and

kept clean.

4.13

Supply and fix 1.5mm thick

metallic door frame (Jamb profile)

size:900 x2400mm

comprising 300mm high lourved

vent for full width.door

shutter size 800 x2100mm NO 6 @ 200,000= 1,200,000=

all to Architects details


doors (including frames)

manufactured from

Standard W20 Sections

complete as described to

Architects details

4.15 Door size 1200 x 2400mm with


included.(D1) NO 2 @500,000= 1,000,000=

4.16 Door size 900 x 2400mm with

permanent louvered vents

300mm included.(D2) NO 2 @400,000= 800,000=

Prepare, knot prime, stop and

apply three coats of gloss oil paint: on

woodwork.

4.17 General Surfaces : doors SM 23 @ 3000= 69,000=

4.18 Ditto but general surface

of metal doors SM 9 @ 3000= 27,000=


Ironmongeries complete with marching

screws, handles and keys to hard wood.

4.19 4 - Lever mortice lock as for Union

England ( or Italy ) specially

made for external Casement door. NO 2 @200,000= 400,000=

4.20 3-lever mortise lock Code No. 2277 NO 8 @ 100,000= 800,000=

4.21 25mm diameter rubber door stopper. NO 8 @10,000= 80,000=

4.22 Supply and fix purpose made steel

door frames in jamb

profile 1.5mm thick all to

Architects detail NO 6 @ 200,000= 1,200,000=


COLLECTION

Page E4- 4/ 4,835,000=

Page E4- 5/ 5,576,000=

TOTAL DOORS AND WINDOWS TO SUMMARY 10,411,000=
Ugandan shillings


ELEMENT NO. 5

EXTERNAL FINISHES

Floor Finishes




laid on concrete

5.01 30mm thick screed in

the verandah SM 6 @ 10,000= 60,000=

5.02 25 x 200mm skirting with square

top edge and coved junction at

bottom of paving. LM 10 @5000= 50,000=

Cement and sand ( 1:4) render

trowelled smooth on

concrete or masonry

5.03 15mm to walls. SM 129 @10,000= 1,290,000=

Two coats tyrolene

rendering on masonry

5.04 Walls and concrete surfaces SM 128 @10,000= 1,280,000=

Painting : 'Sadolin Paints' or

equal and approved.


and two finishing coats

of weather guard on

plastered surfaces. SM 129 @ 10,000= 1,290,000=

5.06 Ditto to tyrolean surfaces SM 128 @10,000= 1,280,000=

TOTAL EXTERNAL FINISHESTO SUMMARY 5,250,000=
Ugandan shillings

Item Description Unit Quantity Rate Ushs) (Amount Ugandan shillings)

ELEMENT NO. 6

INTERNAL FINISHES

Floor Finishes


and pavings : one coat: steel

trowell finish :

laid on concrete

6.01 30mm thick screed SM 78 @ 10,000= 780,000


square top edge and coved junction

at bottom of paving. LM 97 @ 5000= 485,000=

Wall Finishes

6.03 15mm thick cement and sand

plaster : steel trowell finish to walls. SM 270 @ 10,000= 2,700,000=

Painting


undercoat and three finishings coats

of matt vinyl paint to

plastered surfaces. SM 270 @10,000= 2,700,000=

Ceiling Finishes

6.05 9 x 24 SWG galvanized expanded

metal lathing U-nailed to timber

branderings SM 78 @5000= 780,000=

6.06 Cement and sand (1:4)

pricking course to metal lathing SM 78 @10,000= 780,000=

6.07 12mm cement and sand plaster

to ceiling SM 78 @ 10,000= 780,000=

6.08 Extra for 150 x 15mm thick

cement and sand cornice LM 120 @5,000= 600,000=

Pressure impregnated sawn Cypress

6.09 50 x 100mm branderings LM 140 @2000= 280,000=

6.10 50 x 100mm joists LM 153 @ 2000= 306,000=

Prepare and apply three coats of first

grade emulsion paint on:.

6.11 Plastered ceiling SM 78 @ 10,000= 780,000=

6.12 Cornice : Over 100 but

not exceeding 200mm girth. LM 120 @ 2000= 240,000=

TOTAL INTERNAL FINISHES TO SUMMARY. 10,431,000=
Ugandan Shilling

Item Description Unit Quantity Rate Ushs) { Amount in Ugandan shillings)

ELEMENT NO. 7

LIGHTNING PROTECTION


work the following, all as

described in the


Lightning Protection.

7.01

Copper tape of Hard Drawn High

conductivity copper plate

3mm x 25mm cross

section for Down Conductors,

bonded to the iron sheet roof

complete with fixing

clips and all accessories as by

FURSE or equal. LM 21 @ 40,000= 840,000=

7 .02 Air terminals complete with

Tape Adapter and all

accessories as by FURSE or

equal. NO 2 @150,000= 300,000=

7 .03 Test Blocks complete

as by FURSE or equal. NO 2 @100,000= 200,000=

7 .04

Earth electrodes made from Hard

drawn copper or copper weld 20mm

diameter by

1200mm in two length screwed

together complete with cap,

earth clamp, manhole


NO 2 @ 120,000= 240,000=

7.05 50 mmm diameter heavy

duty P.V.C pipe LM 4 @ 10,000= 40,000=

TOTAL ELECTRICAL INSTALLATION SUMMARY. 1,620,000= Ugandan Shilling

Item Description Unit Quantity Rate (Ushs) Amount(Ushs)

Bill No. 2

Element No.8

Rain Water harvest




(refer to drawing) LM 96 @6,000= 576,000=



nessecary for erection LM 176 @20,000= 3,520,000=



complete with all accessories. NO 1 @ 300,000= 300,000=


or equal approved. NO 1 @40,000= 40,000=



Concrete Tank Base






NO 2 @ 1000,000= 2,000,000=

Ugandan Shilling

Bill No.6

SUMMARY OF PROPOSED CONSTRUCTION OF HEALTH CENTRE AT IGEL KOLE
DISTRICT

1 - SUB-STRUCTURE 17,139,400=

2 -SUPERSTRUCTURE 19,206,300=

3 -ROOFING 14,551,000=

4 -DOORS AND WINDOWS 10,411,000=

5 -EXTERNAL FINISHES 5,250,000=

6 - INTERNAL FINISHES 10,431,000=

7 - LIGHTNING PROTECTION 1,620,000=

8 - RAIN WATER HARVEST 6,473,000=

GRAND TOTAL 85,081,700 Ugandan Shilling

McsfBudget

Empfohlen

Empfohlen

Weitere ähnliche Inhalte

Ähnlich wie McsfBudget

Ähnlich wie McsfBudget (20)

Kürzlich hochgeladen

Kürzlich hochgeladen (20)

McsfBudget