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APRIL, 2018 PO-RALG
THE UNITED REPUBLIC OF TANZANIA
PRESIDENT’S OFFICEREGIONAL ADMINISTRATION AND LOCAL GOVERNMENT
PROPOSED DISPENSARY
Schedule of Material, Labour & Drawings for OPD and RCH Block
PROJECT AREA
TANZANIA MAINLAND
Ministry of Health, Community, President‘s Office,Delelopment Gender, Elderly and Children, Regional Administration,University of Dodoma, & Local Government,College of Humanities, Mkapa House,&Social Science 11th Building, Mlezi Road,P.O.Box 743, P.O.Box 1923,40478 DODOMA. 41185 DODOMA.
Schedule of Materials
SHEDULE OF MATERIALS OPD AND RCH BLOCK - (GROSS FLOOR AREA = 185 SQ.M)
ITEM DESCRIPTION QTY UNIT PRICE-TZS AMOUNT
MATERIALS
A SUBSTRUCTURE -PROVISIONAL
1 Strip Foundation - Grade 15 PlainAggregate (3/4'') 18 M3
Sand 9 M3
Cement-50kgs 81 Bags
2 Foundation Walls
6'' Cement & Sand Block 1,848 No
Sand 6 M3
Cement -50kgs 31 Bags
3 Moram, Hardcore & Site sterilizationMoram-(4.5m3 lorry) 12 TripsHadcore-(4.5m3 lorry) 7 Trips
Sand 8 M3
Aldrin solution or equal and approved 904 Litres
4 Oversite Concrete (100mm thick - 15 grade) &Ground Beam - 20 grade
DPM 170 M2
Cement -50kgs 148 Bags
Aggregates (1/2'') 25 M3
Sand 13 M3
Reinforcement - 12mm diameter high tensile 41 PC'S
Reinforcement - 8mm diameter 50 PC'S
Timber 1'' X 8 '' (5.2m long) 23 PC'S
Timber 2'' X 2'' 25 PC'S
Nails-4'' 20 Kgs
Nails-3'' 15 Kgs
Supporting props 30 PC'S
SUB-TOTAL SUB STRUCTURE
APRIL, 2018 Page/1 PO-RALG
SHEDULE OF MATERIALS OPD AND RCH BLOCK - (GROSS FLOOR AREA = 185 SQ.M)
ITEM DESCRIPTION QTY UNIT PRICE-TZS AMOUNT
B. SUPERSTRUCTURE
1 Walls & Ring beam6'' Cement & Sand Block 3,575 No
DPC (20m long) 8 Roll
Sand 19 M3
Cement-50kgs 137 Bags
Aggregates (1/2'') 7 M3
Reinforcement - 12mm diameter high tensile 44 PC'S
Reinforcement - 8mm diameter 53 PC'S
Binding Wire - 1kg 15 Bundle
Timber 1'' X 8'' to Sides (5.2m long) 52 PC'S
Timber 1'' X 5'' (Plates) 16 PC'S
Timber 2'' X 2'' 40 PC'S
Supporting Props 55 PC'S
SUB-TOTAL SUPER STRUCTURE
C. ROOF STRUCTURE & COVERING
1 Roof Structure - ProvisionalTimber 2 '' X 3'' purlins 924 FTTimber 2'' X 4'' King Post, wall plate and struss 1,157 FTTimber 2'' X 6'' Rafter and Tie beam 1,048 FTFascia board 1'' X 10'' (5.2m long) 16 PC'S
Nails -5'' 35 Kgs
Nails -4'' 20 Kgs
Nails -3'' 13 KgsNOTE: The above softwood timber structure shouldbe pressure impregnated treated
2 Roof Covering28G IT resincoated sheet 313 M2
Hips/ridge - 28 G 21 PC'SRoofing Nails 20 Box
TO COLLECTION C/F
APRIL, 2018 Page/2 PO-RALG
SHEDULE OF MATERIALS OPD AND RCH BLOCK - (GROSS FLOOR AREA = 185 SQ.M)
ITEM DESCRIPTION QTY UNIT PRICE-TZS AMOUNT
B/F3 Gutter's (provisional)
Upvc 125mm half round (6m long)-5'' 12 PC'S
Upvc 100mm diametre down pipe; Class B 5 PC'S
PVC outlet 5 PC'S
PVC bend 90' 5 PC'S
PVC bend 45' 5 PC'S
Gutter support bracket 15 PC'S
Gutter Clamp 3'' 60 PC'S
Connector/reducer 15 PC'S
90' PVC internal corner (hips) 7 PC'S
90' PVC internal corner (valley) 3 PC'S
SUB-TOTAL ROOF STRUCTURE & COVERING
E. CEILINGGypsum board -12mm thick 56 PC'S
Plain Cornice 83 PC'S
Gypsum Screw 1'' 800pcs/box 6 Box
Screw 1.25'' 800pcs/box 3 Box
Gypsum powder 11 BagsFibre tape 5 PcsTreated softwood Timber 2'' X 2'' 2,134 FT
Nails 4'' 25 Kgs
Nails 3'' 15 Kgs
PVC ceiling with its fittings - 70 Pc's
SUB-TOTAL FOR CEILING
F. DOOR1 45mm thick Pannelled door shutter
1400 x 2100mm high 2 PC'S
900 x 2100mm high 14 PC'S
800 x 2100mm high 1 PC'S
2 Frames (hardwood),Varnish, Glass & Burglar bar
1400 x 2100mm high 2 PC'S
900 x 2500mm high 14 PC'S800 x 2100mm high 1 PC'S
C/F
APRIL, 2018 Page/3 PO-RALG
SHEDULE OF MATERIALS OPD AND RCH BLOCK - (GROSS FLOOR AREA = 185 SQ.M)
ITEM DESCRIPTION QTY UNIT PRICE-TZS AMOUNTB/F
4mm thick clear glass to Vents 7 M2
16 mm burglar bars 2 PC'SBrush 3'' 4 PcsSand paper (msasa) No.80 15 LMClear Varnish - 4Litres 2 TINThinner for Varnish -4Litres 2 Litres
3 IronMongeriesMortice lock Three lever - ref: union 17 No
Brass hinges - 100mm 28.5 Pairs
Barrel bolt - 150mm 2 No
SUB-TOTAL FOR DOORS
G. WINDOWS1 Supply and fix Aluminium Windows 2mm thick frem
with fibre glass, Mosquitor gauze and itsironmongeries1200 X 1500mm high 17 PC'S
900 X 600mm high 5 PC'S
700 X 600mm high 5 PC'S
700 X 1500mm high 2 PC'S
2 Supply and fix 4mm thick flat bar grill painted red-oxide1200 X 1500mm high 17 PC'S
900 X 600mm high 5 PC'S
700 X 600mm high 5 PC'S
700 X 1500mm high 2 PC'S
SUB-TOTAL FOR WINDOWS
APRIL, 2018 Page/4 PO-RALG
SHEDULE OF MATERIALS OPD AND RCH BLOCK - (GROSS FLOOR AREA = 185 SQ.M)
ITEM DESCRIPTION QTY UNIT PRICE-TZS AMOUNT
H. FINISHING
1 Floor finishingSand 8 M3
Cement-50kgs 47 Bags600 x 600Non slippery Porcelain floor tiles (1.46Sqm/Box) 111 Box
Skirting (600 mm long; 25No/Box) 12 Box
Grout 5 Packet
Spacer 6 Packet
2 Wall FinishingSand 16 M3
Cement-50kgs 101 Bags
White cement - 50kg 7 Bags
Gypsum powder 10 Bags
Sand paper (msasa) No.120 1 Roll
SUB-TOTAL FOR FINISHING
J. PAINTING & DECORATIONEmulsion Paint - 20 LTRS 10 buckets
Weather guard Paint - 20 LTRS 5 buckets
Washable paint -20 LTRS 4 buckets
Primer paint -20 LTRS 3 buckets
Solvent - 5LTRS 2 TIN
Brush 3'' 4 Pcs
Roller 3 Pcs
Gloss paint-4LTR 2 TIN
Bitumen paint - 4Litres 2 TIN
SUB-TOTAL FOR PAINTING&DECORATION
APRIL, 2018 Page/5 PO-RALG
SHEDULE OF MATERIALS OPD AND RCH BLOCK - (GROSS FLOOR AREA = 185 SQ.M)
ITEM DESCRIPTION QTY UNIT PRICE-TZS AMOUNT
J. ELECTRICAL INSTALLATION1 Single flourescent fiiting, approved philips or equal 36 No
2 Double switch sorcket 14 No3 Main switch 12way,3PH with intergral RCD as MEM
or equal1 No
4 Single core wire 1.5sqmm -Red 5 Roller5 Single core wire 1.5sqmm -Black 5 Roller6 Single core wire 1.5sqmm -green 3 Roller7 Single core wire 2.5sqmm -Red 3 Roller8 Single core wire 2.5sqmm -Black 3 Roller9 Single core wire 2.5sqmm Green 3 Roller10 Ceilling fan, approved National or equal 12 PC'S11 16mmsq 4 core cable 20 M12 1gang one way switch 2 No13 2gang two way switch 16 No14 Cooker control unit -45A 0 No15 TV socket 1 No16 Gypsum light complete with energy saver 18w 1 No17 Earth rod approved copper not less than 1200mm 1 No18 Earth wire 4sqmm 20 M19 Plastic clips 3 BOX20 Conduit pipe 180 PC21 Metal box double 14 PC22 Metal box single 18 PC23 Round cover 40 PC24 Round box 15 PC25 Junction box 40 PC26 Elbow 30 PC27 Conduit coupling 40 PC28 Fine screw 5 Packets
SUB-TOTAL FOR ELECTRICAL INSTALLATION
APRIL, 2018 Page/6 PO-RALG
SHEDULE OF MATERIALS OPD AND RCH BLOCK - (GROSS FLOOR AREA = 185 SQ.M)
ITEM DESCRIPTION QTY UNIT PRICE-TZS AMOUNTL. PLUMBING & SANITARY INSTALLATION-
PROVISIONAL1 PVC pipe 11/4'' 6 M2 PVC pipe 11/2'' 6 M3 Polypipe 3/4'' 15 M4 Polypipe 1'' 35 M5 Tee compling 1'' 1 pc6 Tee connector 1'' 4 pc7 Tee connector 3/4'' 2 pc8 IPS pipe 3/4'' 6 M9 IPS pipe 1/2'' 6 M10 IPS Elbow 1/2'' 10 PC'S11 IPS Elbow 3/4'' 5 PC'S12 IPS tee 1/2'' 4 PC'S13 IPS nipple 1/2'' 10 PC'S14 IPS nipple 3/4'' 6 PC'S15 IPS plug 3/4'' 1 PC'S16 IPS socket 1/2'' 10 PC'S17 IPS socket 3/4'' 1 PC'S18 IPS union 3/4'' 6 PC'S19 IPS reducing bush 3/4'' - 1/2'' 4 PC'S20 Reducing socket 3/4''-1/2'' 6 PC'S21 Flexible pipe; 4 PC'S
22 Bib tap pex 1/2'' 5 PC'S23 Angle valve 4 PC'S24 PVC tee 11/2'' 7 PC'S
25 PVC tee 11/4'' 3 PC'S
26 PVC bend 11/4'' 3 PC'S
27 PVC bend 11/2'' 3 PC'S
28 PVC plug 11/4'' 3 PC'S
29 PVC plug 11/2'' 5 PC'S
30 PVC socket 11/4'' 4 PC'S
31 PVC socket 11/2'' 5 PC'S
32 Tangit 1 TIN
33 Thread seal tap 20 PC'S
34 Kitchen sink single ball complete with all necessaryfittings and accessories
5 PC'S
35 Hands wash basin complete with 6'' Leversoperating for elbow control and its accessories
4 PC'S
36 Mirror 4 PC'S
SUB-TOTAL FOR PLUMBING AND SANITARYINSTALLATION
APRIL, 2018 Page/7 PO-RALG
SHEDULE OF MATERIALS OPD AND RCH BLOCK - (GROSS FLOOR AREA = 185 SQ.M)
GENERAL SUMMARY AMOUNT
TZSOPD & RCH BUILDING
A. SUBSTRUCTURE -PROVISIONAL
B. SUPERSTRUCTURE
C. ROOF STRUCTURE & COVERING
D. CEILING
E. DOOR
F. WINDOWS
G. FINISHING
H. PAINTING & DECORATION
J. ELECTRICAL INSTALLATION
K. PLUMBING & SANITARY INSTALLATION-PROVISIONAL
TOTAL MATERIALS COST TZS
APRIL, 2018 Page/8 PO-RALG
Schedule of Labour
GHARAMA ZA UFUNDI JENGO LA OPD NA RCH
Na. AINA YA KAZI BEI YA UFUNDI - Shs
A Msingi wa Jengo (Sub-structure)1 Kuseti jengo2 Uchimbaji wa msingi3 Kufukia
Kufunga mbao4 Pembezoni mwa jamvi5 Pembezoni mwa nguzo6 Kuondoa mbao
Kumwaga zege7 Chini kwenye msingi wa tofali8 Chini kwenye msingi wa nguzo9 katika nguzo ya awali
10 kwenye jamvi
11 Ujenzi wa tofali (1848 No)
Mawe12 Upangaji wa mawe na utandazaji wa DPM
13 Umwagiliaji wa majiJumla ndogo msingi wa jengo
B. Kunyanyua jengo (Super-structure)1 Ujenzi wa tofali za kuta na uwekaji DPC (3575No)
Kufunga mbao katika:2 Nguzo mlalo3 Nguzo wima
Kusuka nondo katika:4 Nguzo mlalo5 Nguzo wima
Kumwaga zege katika:6 Nguzo mlalo7 Nguzo wima8 Umwagiliaji wa maji
C. Kuezeka (Roof structure and covering)Kuezeka na ufungaji wa gata
Jumla ndogo kunyanyua jengo
APRIL -2018 PAGE/1 PO-RALG
GHARAMA ZA UFUNDI JENGO LA OPD NA RCH
Na. AINA YA KAZI BEI YA UFUNDI - Shs
D. Milango1 Kufitisha fremu za milango2 Kufitisha shata za milango pamoja na vitasa3 Upakaji wa Varnishi katika milango na fremu
E. Umaliziaji (Finishing)Upigaji wa lipu pamoja na kutengeneza koplo:
1 Nje ya jengo2 Ndani ya jengo
Sakafu3 Uwekaji wa sakafu ya kupokea vigae (beds)4 Uwekaji wa vigae pamoja na grauti katika sakafu (floor tiles) -
Dali:6 Ufungaji wa mbao za dali (Brandering)7 Uwekaji wa dali na mikanda ya gypsum8 Uwekaji wa dali ya pvc kuzunguka nyumba kwa nje
9 Uwekaji wa vigae katika kuta na upakaji groutJumla ndogo umaliziaji(finishing)
F. Rangi na Mapambo (Painting & Decoration)
Kupaka rangi mikono mitatu pamoja na skimming katika:1 Kuta za nje2 Kuta za ndani3 Dali
Kupaka rangi mikono mitatu katika:5 Msingi wa nyumba6 Grill za milango na madirisha
Jumla ndogo Rangi na mapambo
G. Umeme (Electrical installation)1 Usukaji wa umeme awamu ya kwanza - Conduit na Box2 Usukaji wa umeme awamu ya pili (2nd fix)-fittings
Jumla ndogo Umeme
H.Mifumo ya maji safi na taka (Water Supply and Sewage system)
1 Ufungaji bomba awamu ya kwanza (Kuchimbia bomba)2 Ufungaji bomba awamu ya pili (2nd fix) -fittings3 Ufungaji wa Mifumo ya maji ya mvua kwenda kwenye tanki
Jumla ndogo Mifumo ya maji safi na taka
APRIL -2018 PAGE/2 PO-RALG
GHARAMA ZA UFUNDI JENGO LA OPD NA RCH
MAJUMUISHO (SUMMARY)Shs
A. Msingi wa Jengo (Sub-structure)
B. Kunyanyua jengo (Super-structure)
C. Kuezeka (Roof structure and covering)
D. Milango
E. Umaliziaji (Finishing)
F. Rangi na Mapambo (Painting & Decoration)
G. Umeme (Electrical installation)
H. Mifumo ya maji safi na taka (Water Supply and Sewage system)
JUMLA KUU Shs.
ANGALIZO:
Fundi anatakiwa kujaza hii fomu kwa kupitia mchoro wa jengo husika
APRIL -2018 PAGE/3 PO-RALG
Drawings
OPD
& RC
H TO
TAL AREA1
85 S
QU
ARE M
ETRES
175
10
WAITIN
G1
REC
EPTION
2C
ONSULTA
TION
3O
FFICE
4IN
JECTIO
N5
DRES
SIN
G6
LAB
REC
EPTION
7
LABO
RATO
RY
8
OBS
ERVATIO
N9
OBS
ERVATIO
N1
0
MED
ICIN
ES
TORE
11
DIS
PENSIN
G1
2
WAITIN
G1
3
ANC
/ FP/PM
TCT
14
VAC
CIN
ATIO
N1
5
530
120
01
430
120
01
540
120
01
060
120
01
060
120
01
020
120
01
580
120
01
130
GAS
16
AB
CD
EF
GI
JK
LM
17260
89
1130
3230
7 6 5 4 3 2 1
2030 1640 2000 1460 1640 2030 3230
1200 1090 1400 2120 1210 1200 1200 1130 1200 1130
175
10
124
0
574
01
090
1130
17260
3230
89 7 6 5 4 3 2 1
2030164014602000164020303230
203
06
005
102
120
102
01
240
124
02
480
203
06
002
630
102
02
120
510
600
203
02
260
248
02
030
600
263
0
112
407
509
50
3420
H
102
0
AB
CD
EF
GI
JK
LM
H
12001090400970120011308900
1840230
1450 1390 2820
150
1880900
14002080
RAMP
RAMP
RAMP
RAMP
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
100
0
140
700
900
700
630
100
0
300
100
0
250
700
150
100
04
007
00
150
700
360
100
04
107
00
180
100
03
420
2302920
1501880
1503040
230
12
00
mm
high,
15
0m
m thick
pa
inte
d b
lock w
all
12
00
mm
high,
15
0m
m thick
pa
inte
d b
lock w
all
pe
rfora
ted
block
pe
rfora
ted
block
pe
rfora
ted
block
2303040
1501840
230
230
304
0
150
188
0
150
233
0
150
210
0
150
210
0
150
308
0
150
184
0
230
1503040
230
1503040
230
1503040
230
1503040
230
1503040
230
1503040
230
230
3040
150
3520
150
3310
150
3520150
230
295
01
502
950
230
720
900
560
100
01
501
000
380
900
900 1
200
240
100
02
820
1503310
150
230
244
0
150
244
0
230
1310 1000 1150150
420
900
350
100
01
501
000
350
900
420
326
02
503
260
250
505
01
50
230
244
01
502
440
230
1070 1200 880150
490 700300
1000 700230
W1
W1
120
02
201
200
109
0
980
150820
230162
0
1000 480
W2
W2
W2
W1
W2
W2
W1
346
01
200
830
W3
W3
W3
W3
W3
W4
W4
D2
D2
D2
D2
D2
D2
D2
D2
D2
D2 D2
D2
D2
D1
D1
D2
Do
or w
ith m
eta
l grill
Do
or w
ith m
eta
l grill
XX
D3
DO
OR
& W
IND
OW
SC
HE
DU
LE
NO
.
D1
WID
TH
HE
IGH
TT
OT
AL
D2
W1
14
00m
m2
500m
m2
90
0mm
250
0m
m14
12
00m
m1
50
0mm
17
W2
90
0mm
600
mm
5
W3
70
0mm
600
mm
5
D3
80
0mm
210
0m
m1
W4
70
0mm
150
0m
m2
Scale
Checked by
Draw
n by
Date
Project number
Approved
1: 100
DC
NM
DC
NM
A101
No
.R
evisio
nD
ate
Gro
un
d F
loor Pla
nO
PD
& R
CH
BLO
CK
GROUND PLANSCALE: 1:100
Building S
ectionPolicy and Planning D
epartment
Ministry of H
ealth, Com
munity D
evelopent,G
ender, Elderly and Children
University of D
odoma
College of H
umanities and S
ocial Science 1
1th
Building,
P. O. B
ox 743,
404
78 D
OD
OM
A
201
7 / 05 / 02
24 A
PR
IL 2018
TOTAL AREA = 354sqm
Client
Project
PROPO
SED
STA
NDARD
DES
IGN FO
R A DIS
PENSARY
PRESID
ENT'S
OFFIC
E, REG
IONAL A
DM
INIS
TRATIO
NAND
LOC
AL G
OVER
NM
ENT
175
10
AB
CD
EF
GI
JK
LM
17260
89
3230
7 6 5 4 3 2 1
2030 1640 2000 1460 1640 2030 3230
175
10
124
0
17260
3230
89 7 6 5 4 3 2 1
2030164014602000164020303230
203
06
005
102
120
102
01
240
124
02
480
203
06
002
630
102
02
120
510
600
203
02
260
248
02
030
600
263
0
H
102
0
AB
CD
EF
GI
JK
LM
H
XX
ROOF PLANSCALE: 1:100
Scale
Checked by
Draw
n by
Date
Project number
Approved
1: 100
DC
NM
DC
NM
A102
Roo
f Plan
Building S
ectionPolicy and Planning D
epartment
Ministry of H
ealth, Com
munity D
evelopent,G
ender, Elderly and Children
University of D
odoma
College of H
umanities and S
ocial Science 1
1th
Building,
P. O. B
ox 743,
404
78 D
OD
OM
A
No
.R
evisio
nD
ate
OP
D &
RC
H B
LOC
K
201
7 / 05 / 02
24 A
PR
IL 2018
Client
Project
PROPO
SED
STA
NDARD
DES
IGN FO
R A DIS
PENSARY
PRESID
ENT'S
OFFIC
E, REG
IONAL A
DM
INIS
TRATIO
NAND
LOC
AL G
OVER
NM
ENT
690
230
10m
m th
ick Po
rcelain
floor tile
s on40
mm
sand
-cem
ent b
ackin
g on
100
mm
thick p
lain
concre
te sla
b on
150
mm
thick h
ard
core o
n we
ll comp
acted
back fill
AD
E
50x1
50m
m tie be
ams
690
230
100150
2500 500
50m
m to
tal th
ickness floor
finish inclu
ding
1:3 cem
entscre
ed & floo
r finish
ME
DIC
INE
ST
OR
E
690
2301600 900 500
CB
50x5
0mm
ceiling jo
ists
F
1000 1500 500
10%10%
DIS
PE
NS
ING
50m
m to
tal th
ickness floor
finish inclu
ding
1:3 cem
entscre
ed & floo
r finish
SECTION X:XSCALE: 1:50
Scale
Checked by
Draw
n by
Date
Project number
Approved
1:50
DC
NM
DC
NM
A103
Se
ction X
:X
Building S
ectionPolicy and Planning D
epartment
Ministry of H
ealth, Com
munity D
evelopent,G
ender, Elderly and Children
University of D
odoma
College of H
umanities and S
ocial Science 1
1th
Building,
P. O. B
ox 743,
404
78 D
OD
OM
A
No
.R
evisio
nD
ate
OP
D &
RC
H B
LOC
K
201
7 / 05 / 02
24 A
PR
IL 2018
Client
Project
PROPO
SED
STA
NDARD
DES
IGN FO
R A DIS
PENSARY
PRESID
ENT'S
OFFIC
E, REG
IONAL A
DM
INIS
TRATIO
NAND
LOC
AL G
OVER
NM
ENT
ML
KJ
GB
A1
9I
36
72
84
5
10%
10%
CD
EF
H
120
0mm
high,1
50m
m thick
painted
blo
ck wall
10%
10%
10%
19
36
72
84
5
120
0mm
high,1
50m
m thick
painted
blo
ck wall
10%
ML
KJ
GB
AI
CD
EF
H
10%
10%
2170
ELEVATIONSSCALE: 1:100
Scale
Checked by
Draw
n by
Date
Project number
Approved
1:1
00
DC
NM
DC
NM
A104
Ele
vations
RIGHT SIDE ELEVATIONFRONT ELEVATION
LEFT SIDE ELEVATIONREAR ELEVATION
Building S
ectionPolicy and Planning D
epartment
Ministry of H
ealth, Com
munity D
evelopent,G
ender, Elderly and Children
University of D
odoma
College of H
umanities and S
ocial Science 1
1th
Building,
P. O. B
ox 743,
404
78 D
OD
OM
A
No
.R
evisio
nD
ate
OP
D &
RC
H B
LOC
K
201
7 / 05 / 02
24 A
PR
IL 2018
Client
Project
PROPO
SED
STA
NDARD
DES
IGN FO
R A DIS
PENSARY
PRESID
ENT'S
OFFIC
E, REG
IONAL A
DM
INIS
TRATIO
NAND
LOC
AL G
OVER
NM
ENT
OPD
& RC
H TO
TAL AREA
185 S
QU
ARE M
ETRES
AB
CD
EF
GI
JK
LM
17260
89 7 6 5 4 3 2 1
89 7 6 5 4 3 2 1
H
AB
CD
EF
GI
JK
LM
H
cc
AA c
BB
NO
TE
:
1.A
ll dim
ension
s are in m
mu
nless otherw
ise specified
2.A
ll discrep
ancies sha
ll bereferre
d to the
structurale
ng
ineer3.
Reinforce
d concre
te sha
ll beo
f grade 20
with
fcu=
25N
/mm
² at 28
days of
age
4.M
ain rein
forcem
ents sha
ll beh
igh te
nsile steel w
ith fy =4
60
N/m
m²
5.N
omin
al cover to the
reinforcem
ents:
a)
Fou
ndatio
n 50m
mb
)C
olu
mn
25mm
c)B
eam
25m
md
)S
lab 25
mm
PR
OJE
CT
:
PR
OP
OS
ED
RE
HA
BIL
ITA
TIO
NO
F H
EA
LT
H C
EN
TR
E
CL
IEN
T:P
RE
SID
EN
T'S
OF
FIC
ER
EG
ION
AL
AD
MIN
ISTR
AT
ION
LO
CA
L G
OV
ER
NM
EN
T
DR
AW
ING
TIT
LE:
OP
D &
RC
H F
OU
ND
AT
ION
LA
YO
UT
De
signe
d by:
Dra
wn
by:
Ch
ecked b
y:
App
rove
d by:
Da
te:20
18
Eng
. R.A
.M
Sca
le:
Dra
win
g No.
ST
R.1
01
She
et:
Eng
. R.A
.M
MIN
IST
RY
OF
HE
AL
TH
,C
OM
MU
NIT
Y D
EV
EL
OP
ME
NT
,G
EN
DE
R A
ND
CH
ILD
RE
N
100mm
floor slab
200mm
hardcore
selected earth fillW
ell compacted
230
Concrete grade 15
230
dpc level
345
230
690
345
230
+0.450
-1.000
selected earth fill
Concrete grade 15
230
230230
230
690
345345
dpc level
Well com
pacted
200mm
hardcore
100mm
floor slab
-1.000
+0.450
150
Section C - C
Section B - B
1000 450
dpm level
230
6Y16-01-200(B
1)
6Y16-01-200(B2
CO
LU
MN
FOO
TIN
G F1 -4N
os1000x1000x250m
m
1000
1000
230
230
250
0mm
CO
NC
RE
TE
BL
IND
ING
TY
PICA
L SE
CT
ION
A-A
TH
RO
UG
H FO
OT
ING
NO
TE
:
1.A
ll dim
ension
s are in m
mu
nless otherw
ise specified
2.A
ll discrep
ancies sha
ll bereferre
d to the
structurale
ng
ineer3.
Reinforce
d concre
te sha
ll beo
f grade 25
with
fcu=
25N
/mm
² at 28
days of
age
4.M
ain rein
forcem
ents sha
ll beh
igh te
nsile steel w
ith fy =4
60
N/m
m²
5.N
omin
al cover to the
reinforcem
ents:
a)
Fou
ndatio
n 50m
mb
)C
olu
mn
25mm
c)B
eam
25m
md
)S
lab 25
mm
PR
OJE
CT
:
CL
IEN
T:
DR
AW
ING
TIT
LE:
OP
D &
RC
H F
OU
ND
AT
ION
DE
TA
ILS
De
signe
d by:
Dra
wn
by:
Ch
ecked b
y:
App
rove
d by:
Da
te:20
18
Eng
. R.A
.M
Sca
le:
Dra
win
g No.
ST
R,1
02
She
et:
MIN
IST
RY
OF
HE
AL
TH
,CO
MM
UN
ITY
DE
VE
LO
PM
EN
T,G
EN
DE
R,
EL
DE
RL
Y A
ND
CH
ILD
RE
N
Eng
. R.A
.M
PR
OP
OS
ED
RE
HA
BIL
ITA
TIO
NO
F H
EA
LT
H C
EN
TR
E
PR
ES
IDE
NT
'S O
FF
ICE
RE
GIO
NA
L A
DM
INIST
RA
TIO
NL
OC
AL
GO
VE
RN
ME
NT
OPD
& RC
H TO
TAL AREA1
85
SQ
UAR
E METR
ES
AB
CD
EF
GI
JK
LM
17260
89 7 6 5 4 3 2 1
17
510
17260
89 7 6 5 4 3 2 1
H
AB
CD
EF
GI
JK
LM
H
BE
AM
01
BE
AM
02
BE
AM
03
BE
AM
04
BE
AM
05
BE
AM
06
BE
AM
07
BE
AM
08
BEAM 09
BEAM 010
BEAM 10
BEAM 11
BEAM 12
NO
TE
:
1.A
ll dim
ension
s are in m
mu
nless otherw
ise specified
2.A
ll discrep
ancies sha
ll bereferre
d to the
structurale
ng
ineer3.
Reinforce
d concre
te sha
ll beo
f grade 25
with
fcu=
25N
/mm
² at 28
days of
age
4.M
ain rein
forcem
ents sha
ll beh
igh te
nsile steel w
ith fy =4
60
N/m
m²
5.N
omin
al cover to the
reinforcem
ents:
a)
Fou
ndatio
n 50m
mb
)C
olu
mn
25mm
c)B
eam
25m
md
)S
lab 25
mm
PR
OJE
CT
:
CL
IEN
T:
DR
AW
ING
TIT
LE:
OP
D &
RC
H P
LIN
TH
BE
AM
LA
YO
UT
De
signe
d by:
Dra
wn
by:
Ch
ecked b
y:
App
rove
d by:
Da
te:20
18
Eng
. R.A
.M
Sca
le:
Dra
win
g No.
ST
R,1
03
She
et:
PR
OP
OS
ED
RE
HA
BIL
ITA
TIO
NO
F H
EA
LT
H C
EN
TR
ES
MIN
IST
RY
OF
HE
AL
TH
,CO
MM
UN
ITY
DE
VE
LO
PM
EN
T,G
EN
DE
R,
EL
DE
RL
Y A
ND
CH
ILD
RE
N
Eng
. R.A
.M
PR
ES
IDE
NT
'S O
FF
ICE
RE
GIO
NA
L A
DM
INIST
RA
TIO
NL
OC
AL
GO
VE
RN
ME
NT
B B
SE
CT
ION
B-B
2Y
12
230
2Y
12
A A
SE
CT
ION
A-A
2Y
16
2Y
16
60
608
250
606
0
263
03
790
439
03
300
NO
TE
:
1.A
ll dim
ension
s are in m
mu
nless otherw
ise specified
2.A
ll discrep
ancies sha
ll bereferre
d to the
structurale
ng
ineer3.
Reinforce
d concre
te sha
ll beo
f grade 25
with
fcu=
25N
/mm
² at 28
days of
age
4.M
ain rein
forcem
ents sha
ll beh
igh te
nsile steel w
ith fy =4
60
N/m
m²
5.N
omin
al cover to the
reinforcem
ents:
a)
Fou
ndatio
n 50m
mb
)C
olu
mn
25mm
c)B
eam
25m
md
)S
lab 25
mm
PR
OJE
CT
:
CL
IEN
T:
DR
AW
ING
TIT
LE:
OP
D &
RC
H P
LIN
TH
BE
AM
DE
TA
ILS
De
signe
d by:
Dra
wn
by:
Ch
ecked b
y:
App
rove
d by:
Da
te:20
18
Eng
. R.A
.M
Sca
le:
Dra
win
g No.
ST
R.1
04
She
et:
Eng
. R.A
.M
MIN
IST
RY
OF
HE
AL
TH
,CO
MM
UN
ITY
DE
VE
LO
PM
EN
T,G
EN
DE
R,
EL
DE
RL
Y A
ND
CH
ILD
RE
N
PR
OP
OS
ED
RE
HA
BIL
ITA
TIO
NO
F H
EA
LT
H C
EN
TR
ES
PR
ES
IDE
NT
'S O
FF
ICE
RE
GIO
NA
L A
DM
INIST
RA
TIO
NL
OC
AL
GO
VE
RN
ME
NT
OPD
& RCH
TOTAL A
REA1
85 S
QUAR
E METR
ES
AB
CD
EF
GI
JK
LM
17260
89 7 6 5 4 3 2 1
17510
17260
89 7 6 5 4 3 2 1
H
AB
CD
EF
GI
JK
LM
H
BE
AM
01
BE
AM
02
BE
AM
03
BE
AM
05
BE
AM
06
BE
AM
07
BE
AM
08
BE
AM
09
BEAM 10
BEAM 011
BEAM 10
BEAM 13
BEAM 15
BE
AM
04
BEAM 12
BEAM 14
NO
TE
:
1.A
ll dim
ension
s are in m
mu
nless otherw
ise specified
2.A
ll discrep
ancies sha
ll bereferre
d to the
structurale
ng
ineer3.
Reinforce
d concre
te sha
ll beo
f grade 25
with
fcu=
25N
/mm
² at 28
days of
age
4.M
ain rein
forcem
ents sha
ll beh
igh te
nsile steel w
ith fy =4
60
N/m
m²
5.N
omin
al cover to the
reinforcem
ents:
a)
Fou
ndatio
n 50m
mb
)C
olu
mn
25mm
c)B
eam
25m
md
)S
lab 25
mm
PR
OJE
CT
:
CL
IEN
T:
DR
AW
ING
TIT
LE:
OP
D &
RC
H R
ING
BE
AM
LA
YO
UT
De
signe
d by:
Dra
wn
by:
Ch
ecked b
y:
App
rove
d by:
Da
te:20
18
Eng
. R.A
.M
Sca
le:
Dra
win
g No.
ST
R. 105
She
et:
Eng
. R.A
.M
MIN
IST
RY
OF
HE
AL
TH
,CO
MM
UN
ITY
DE
VE
LO
PM
EN
T,G
EN
DE
R,
EL
DE
RL
Y A
ND
CH
ILD
RE
N
PR
OP
OS
ED
RE
HA
BIL
ITA
TIO
NO
F H
EA
LT
H C
EN
TR
ES
PR
ES
IDE
NT
'S O
FF
ICE
RE
GIO
NA
L A
DM
INIST
RA
TIO
NL
OC
AL
GO
VE
RN
ME
NT
A A
B B
SE
CT
ION
B-B
2Y
12
2Y
12
SE
CT
ION
A-A
2Y
12
150
2Y
12
NO
TE
:
1.
All d
imen
sions are in
mm
unless othe
rwise sp
ecified2
.A
ll discrep
ancies shall be
refe
rred
to th
e structurale
ng
ineer3
.R
einforced co
ncrete
shall be
of g
rad
e 25 w
ithfcu
=2
5N
/mm
² at 28 days of
age
4.
Main re
info
rcemen
ts shall be
hig
h te
nsile
steel with fy =
460
N/m
m²
5.
No
min
al co
ver to thereinforce
me
nts:a)
Fo
un
da
tion 50mm
b)C
olumn 25
mm
c)B
eam
25m
md)
Sla
b 25m
m
PR
OJE
CT
:
CLIE
NT
:
DR
AW
ING
TIT
LE:
OP
D &
RC
H R
ING
BE
AM
DE
TA
ILS
Desig
ned by:
Dra
wn
by:
Che
cked by:
Ap
pro
ved by:
Da
te:20
18
En
g. R
.A.M
Sca
le:
Dra
wing
No.
ST
R.1
06
Sh
ee
t:
En
g. R
.A.M
PR
OP
OS
ED
RE
HA
BIL
ITA
TIO
NO
F H
EA
LT
H C
EN
TR
ES
MIN
IST
RY
OF
HE
AL
TH
,CO
MM
UN
ITY
DE
VE
LO
PM
EN
T,G
EN
DE
R,
EL
DE
RL
Y A
ND
CH
ILD
RE
N
PR
ES
IDE
NT
'S OF
FIC
ER
EG
ION
AL
AD
MIN
ISTR
AT
ION
LO
CA
L G
OV
ER
NM
EN
T
75mmKicker
900Minmum750
0101
350
2500
230
NO
TE
:
1.
All d
imen
sions are in
mm
unless othe
rwise sp
ecified2
.A
ll discrep
ancies shall be
refe
rred
to th
e structurale
ng
ineer3
.R
einforced co
ncrete
shall be
of g
rad
e 25 w
ithfcu
=2
5N
/mm
² at 28 days of
age
4.
Main re
info
rcemen
ts shall be
hig
h te
nsile
steel with fy =
460
N/m
m²
5.
No
min
al co
ver to thereinforce
me
nts:a)
Fo
un
da
tion 50mm
b)C
olumn 25
mm
c)B
eam
25m
md)
Sla
b 25m
m
PR
OJE
CT
:
CLIE
NT
:
DR
AW
ING
TIT
LE:
OP
D &
RC
H C
OL
UM
NS
DE
TA
ILS
Desig
ned by:
Dra
wn
by:
Che
cked by:
Ap
pro
ved by:
Da
te:20
18
En
g. R
.A.M
Sca
le:
Dra
wing
No.
ST
R.1
06
Sh
ee
t:
En
g. R
.A.M
PR
OP
OS
ED
RE
HA
BIL
ITA
TIO
NO
F H
EA
LT
H C
EN
TR
ES
MIN
IST
RY
OF
HE
AL
TH
,CO
MM
UN
ITY
DE
VE
LO
PM
EN
T,G
EN
DE
R,
EL
DE
RL
Y A
ND
CH
ILD
RE
N
PR
ES
IDE
NT
'S OF
FIC
ER
EG
ION
AL
AD
MIN
ISTR
AT
ION
LO
CA
L G
OV
ER
NM
EN
T
T 02
T 01
T 01
T 01
T 03
T 04
T 05
T 01
T 01
T 01
T 02
T 02
T 02
T 02
T 02
T 03
T 04
T 05
T 02
T 01
T 01
NO
TE
:
1.A
ll dim
ension
s are in m
mu
nless otherw
ise specified
2.A
ll discrep
ancies sha
ll bereferre
d to the
structurale
ng
ineer3.
Reinforce
d concre
te sha
ll beo
f grade 25
with
fcu=
25N
/mm
² at 28
days of
age
4.M
ain rein
forcem
ents sha
ll beh
igh te
nsile steel w
ith fy =4
60
N/m
m²
5.N
omin
al cover to the
reinforcem
ents:
a)
Fou
ndatio
n 50m
mb
)C
olu
mn
25mm
c)B
eam
25m
md
)S
lab 25
mm
PR
OJE
CT
:
CL
IEN
T:
DR
AW
ING
TIT
LE:
OP
D &
RC
H T
RU
SS
LA
YO
UT
De
signe
d by:
Dra
wn
by:
Ch
ecked b
y:
App
rove
d by:
Da
te:20
18S
cale:
Dra
win
g No.
ST
R.1
07
She
et:
PR
OP
OS
ED
RE
HA
BIL
ITA
TIO
NO
F H
EA
LT
H C
EN
TR
ES
PR
ES
IDE
NT
'S O
FF
ICE
RE
GIO
NA
L A
DM
INIST
RA
TIO
NL
OC
AL
GO
VE
RN
ME
NT
MIN
IST
RY
OF
HE
AL
TH
,CO
MM
UN
ITY
DE
VE
LO
PM
EN
T,G
EN
DE
R,
EL
DE
RL
Y A
ND
CH
ILD
RE
N
Eng
. R.A
.M
Eng
. R.A
.M
NO
TE
:
1.A
ll dim
ension
s are in m
mu
nless otherw
ise specified
2.A
ll discrep
ancies sha
ll bereferre
d to the
structurale
ng
ineer3.
Reinforce
d concre
te sha
ll beo
f grade 25
with
fcu=
25N
/mm
² at 28
days of
age
4.M
ain rein
forcem
ents sha
ll beh
igh te
nsile steel w
ith fy =4
60
N/m
m²
5.N
omin
al cover to the
reinforcem
ents:
a)
Fou
ndatio
n 50m
mb
)C
olu
mn
25mm
c)B
eam
25m
md
)S
lab 25
mm
PR
OJE
CT
:
PR
OP
OS
ED
RE
HA
BIL
ITA
TIO
N O
FH
EA
LT
H C
EN
TR
ES
CL
IEN
T:
DR
AW
ING
TIT
LE:
OP
D &
RC
H T
RU
SS
DE
TA
ILS
De
signe
d by:
Dra
wn
by:
Ch
ecked b
y:
App
rove
d by:
Da
te:20
18
Eng
. R.A
.M
Eng
. R.A
.M
Sca
le:
Dra
win
g No.
ST
R.1
08
She
et:
MIN
IST
RY
OF
HE
AL
TH
,CO
MM
UN
ITY
DE
VE
LO
PM
EN
T,G
EN
DE
R,
EL
DE
RL
Y A
ND
CH
ILD
RE
N
PR
ES
IDE
NT
'S O
FF
ICE
RE
GIO
NA
L A
DM
INIST
RA
TIO
NL
OC
AL
GO
VE
RN
ME
NT
220X25mm
Treated softwood tim
ber Fascia board5970
Detail2
Detail1
150X50 Treated softwood tim
ber Tie beam
100X50 Treated softwood tim
ber Wall plate
RO
OF
TR
US
S P
OR
TIO
N (L
vl 3.2m
)
VARIE
150X50 Treated softwood tim
ber comm
on rafter100X50 Treated softw
ood timber Kingpost
50X75 Treated softwood tim
ber Purlin100X50 Treated softw
ood timber Struts
IT roofing materials
150X50 Treated softwood tim
ber Tie beam
100X50 Treated softwood tim
ber Wall plate
220X25mm
Treated softwood tim
ber Fascia board
Detail 5
Detail3
CB
VARIE
RO
OF
TR
US
S P
OR
TIO
N T
YP
E 1
(Lvl6
.9m)
Detail4
Detail2
Detail1
Detail2
RO
OF
TR
US
S P
OR
TIO
N T
YP
E 2
(Lvl6
.9m)
NO
TE
:
1.A
ll dim
ension
s are in m
mu
nless otherw
ise specified
2.A
ll discrep
ancies sha
ll bereferre
d to the
structurale
ng
ineer3.
Reinforce
d concre
te sha
ll beo
f grade 25
with
fcu=
25N
/mm
² at 28
days of
age
4.M
ain rein
forcem
ents sha
ll beh
igh te
nsile steel w
ith fy =4
60
N/m
m²
5.N
omin
al cover to the
reinforcem
ents:
a)
Fou
ndatio
n 50m
mb
)C
olu
mn
25mm
c)B
eam
25m
md
)S
lab 25
mm
PR
OJE
CT
:
PR
OP
OS
ED
RE
HA
BIL
ITA
TIO
N O
FH
EA
LT
H C
EN
TR
ES
CL
IEN
T:
DR
AW
ING
TIT
LE:
OP
D &
RC
H T
RU
SS
DE
TA
ILS
AN
DC
ON
NE
CT
ION
S
De
signe
d by:
Dra
wn
by:
Ch
ecked b
y:
App
rove
d by:
Da
te:20
18
Eng
. R.A
.M
Eng
. R.A
.M
Sca
le:
Dra
win
g No.
ST
R.1
09
She
et:
MIN
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APRIL. 20181:100
ELECTRICAL PLAN
DATESCALE
OPD&RCH,MATERNITY&DELIVERY
PROPOSED DISPENSARY
No. Date Description
REVISION
DESIGNED
DRAWING DESCRIPTION
DRAWING NUMBER
NOTES:
1. All work to be carried out in strict accordance with local
authority requirements and Engineers Registration Board.
2. This drawing may not be scaled. Only figured dimensions
and levels may be used.
3. All relevant details, levels, dimensions must be checked on
site before commencement of work. Any discrepancies to be
reported to the Electrical Engineer office immediately.
PROJECT NAME
DRAWN CHENGULA
CHECKED
CHENGULA
Building Section,Policy and Planning Department,Ministry of Health, Community Development, Eldery and ChildrenUniversity of Dodoma,College of Humanities and Social Science 11th Building,P.O.Box 743,Dodoma
CHENGULA
100A 300mA ELCB 100A 300mA ELCB
01 LIGHTS -7pts
100A 300mA ELCB
02 LIGHTS - 7pts
100A 300mA ELCB
8WAYS TPN DISTRIBUITION BOARD OPD & RCH
04 LIGHTS 6pts
3X1.5MM2
3X1.5MM2
3X1.5MM2
3X1.5MM2
3X1.5MM2
3X2.5MM2
3X2.5MM2
3X2.5MM230A
20A
20A
10A
20A
10A
10A
15A
03 LIGHTS - 6pts
05 LIGHTS 6pts
06 FANS
07 SWITCHSOCKET RING
08 SWITCH SOCKET RING 100A 300mA ELCB 100A 300mA ELCB 100A 300mA ELCB
02 LIGHTS - 5pts
100A 300mA ELCB
6WAYS SPN DISTRIBUITION BOARD MATERNITY
04 SPARE
3X1.5MM2
3X1.5MM2
3X1.5MM2
3X1.5MM2
3X2.5MM2
3X2.5MM220A
20A
10A
20A
10A
15A
03 LIGHTS - 5pts
05 SPARE
06 FANS
07 SWITCHSOCKET
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