PROPOSED DISPENSARY Schedule of Material, Labour ... OPD AND RCH.pdf33 Thread seal tap 20 PC'S 34...

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



B. SUPERSTRUCTURE

1 Walls & Ring beam6'' Cement & Sand Block 3,575 No

DPC (20m long) 8 Roll

Sand 19 M3


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




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



2 Frames (hardwood),Varnish, Glass & Burglar bar


900 x 2500mm high 14 PC'S800 x 2100mm high 1 PC'S

C/F



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



2 Supply and fix 4mm thick flat bar grill painted red-oxide1200 X 1500mm high 17 PC'S




SUB-TOTAL FOR WINDOWS




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


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




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



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



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


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


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



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


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


epartment

Ministry of H

ealth, Com

munity D

evelopent,G


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


epartment

Ministry of H

ealth, Com

munity D

evelopent,G


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


epartment

Ministry of H

ealth, Com

munity D

evelopent,G


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


ber Wall plate

RO

OF

TR

US

S P

OR

TIO

N (L

vl 3.2m

)

VARIE


ber comm

on rafter100X50 Treated softw

ood timber Kingpost


ber Purlin100X50 Treated softw

ood timber Struts

IT roofing materials


ber Tie beam


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

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

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

PROPOSED DISPENSARY Schedule of Material, Labour ... OPD AND RCH.pdf33 Thread seal tap 20 PC'S 34...

Documents

Transcript of PROPOSED DISPENSARY Schedule of Material, Labour ... OPD AND RCH.pdf33 Thread seal tap 20 PC'S 34...