BOQ Control Building Slab Roof Matambo

7/23/2019 BOQ Control Building Slab Roof Matambo

1/145

Reference No. Description

1 ! "#s

B1-3.6.2.15 page 49 1.1Geotechnical report (bore logs, trial pits, so

!"escription and li#its o$ %arious soil la&e

!'a#ple taen

!'* results

!+ater le%els

!"epth o$ boreholepitsounding

B1-3.6.2.14 page 4 1.2 *opographic sur%e& (1 #eter grids and .5

!/btain topographic sur%e& #aps

!0nsure position and ele%ation o$ all ors

1.3

1.4

1.5

1.6*e#porar& latrines and sanitar& (alloed 1

1.*e#porar& $ence around site establish#ent

1.1*e#porar& gate

1.11*e#porar& ater connection

1.12*e#porar& electricit& connectiongenerator

1.13 +ater usage

1.14 0lectricit&petrol or diesel

1.15*e#poar& site sign board

1.16 'uper%ision 7abour

1.1 8ealth and 'a$te& - sa$et& signs and 0 ac

1.1: 'ecurit& guard (allo 1 person $or da& a

1.19 "e-establish#ent o$ site ca#p and stores

B1-4.9..14 page 152 2SITE $%R&S ' ()T*%R+

2.1

2.2 ;ate $or o%erhaul per #3 o$ spoil $or a dis

2.3 "ig up and re#o%e concrete $oundation

2.4;e#o%e &ard stone and to be stored $or lat

2.5 ;e-instate &ard stone

B2-4.6. page 3

nal&


2/145


'and

Aillers

@oncrete cubes

3.1 eeping all $oundations $ree o$ ater

3.2 ;is o$ collapse to sides o$ all eca%ations

3.3 132 @ircuit Breaer

B1-4.9..14 page152 0ca%ation in insitu #aterial

B1-4.9..1 page 163 Blinding - 2#a (5## thic)

B1-4.9..1 page 1 '#ooth Aor#or (to be steel or sound ti#

B1-4.9..1 page 1 ;ough $or#or (to be steel or sound ti#b

B1-4.9..1 page 163 @oncrete - 35#a, 19## 'tone

B1-4.9..1 page 169 25 25## @ha#$er to sides o$ colu#n stu

B1-4.9..1 page 169 +ood Coat top o$ concrete $oundation

B1-4.9..14 page 154 Bacll ith eca%ated insitu #aterial in d

B1-4.9..14 page 153 'toc pile insitu surplus #aterial ($or cartin

B1-4.9..19 page 19 ;ein$orcing - 'uppl& Ai onl&

B1-4.9..19 page 19 8" Bolts - *e#plate and installation (BB t

B1-4.9..2 page 1: Grout - 35#a to top o$ stub

B1-4.2.1 page 66 Greasing o$ 8" Bolts (>24 E :)

3.4 132 Fsolator













B1-4.2.1 page 66 Greasing o$ 8" Bolts (>24E :)

3.5 132 @urrent *rans$or#er


B1-4.9..1 page 163 Blinding - 2#a (5## thic)B1-4.9..1 page 1 '#ooth Aor#or (to be steel or sound ti#

B1 4 9 1 1


3/145




B1-4.9..1 page 169 +ood Coat top o$ concrete $oundationB1-4.9..14 page 154 Bacll ith eca%ated insitu #aterial in d





B1-4.2.1 page 66 Greasing o$ 8" Bolts (>2 E 4)

3.6 132 oltage *rans$or#er


4/145















3. 132 'urge rrestor








B1-4.9..14 page 154 Bacll ith eca%ated insitu #aterial in dB1-4.9..14 page 153 'toc pile insitu surplus #aterial ($or cartin





3.: 132 7o ost Fnsulator


B1-4.9..1 page 163 Blinding - 2#a (5## thic)B1-4.9..1 page 1 '#ooth Aor#or (to be steel or sound ti#








B1-4.9..19 page 19 8" Bolts - *e#plate and installation (BB tB1-4.9..2 page 1: Grout - 35#a to top o$ stub

B1 4 2 1 66 G i $ 8" B lt (>2 E 4)


5/145


3.9 132 @able 'ealing 0nd

B1-4.9..14 page1520ca%ation in insitu #aterial









B1-4.9..19 page 19 ;ein$orcing - 'uppl& Ai onl&B1-4.9..19 page 19 8" Bolts - *e#plate and installation (BB t




























6/145




B1-4.9..2 page 1:Grout - 35#a to top o$ stub
















3.13 11 uto ;ecloser




3.14 11 Fsolator




3.15 uillar&










7/145




B1-4.2.1 page 66 Greasing o$ 8" Bolts

3.16ard >arshalling ios













5C)(E TRENCH ,refer to 0ra7in8 no. 9

4.1 0ca%ation in insitu #aterial

4.2 Bacill ith 5## si$ted clean sand and co

4.3 Bacill ith si$ted clean sand in depth o$ 15

4.4Bacll ith eca%ated insitu #aterial in d

4.5 @ast insitu concerte bloc (1# .225

4.6 @ #arer tape

4. @ast insitu cable route #arer ith recess $

;)RD $%R&S

B1-4.9..1 page 11 5.1

B1-4.9..14 page 155 5.2repare and co#pl& ith an appro%ed ee

B1-4.9..14 page 156 5.3

*he co#plete, suppl& and installation o$ a sgates etc. 2# 8igh dia#ond #esh plastic c

ra


8/145

CHINTHECHE 132/66/33kV Substation

nit

unding logs) and to include

1 Fte#

s

#eter %ertical inter%als)

1 Fte#

are correct

1 Fte#

1 Fte#

1 Fte#

$or BB oce) 2 #onth

1 Fte#

2 Fte#

1 Fte#

(2) 1 Fte#

1 >onth

1 >onth

1 Fte#

1 >onth

cording to BB specications 1 Fte#

ch and 1 person $or night atch) 2 >onth

1 Fte#

14

ance greater than 1# - rate per # 1 #

5 Ho

r use 14

14

$or per$or#ance o$ the or 1 *est

3 *est

1 *est

o$ >aterial= is re?uired 3 *est

3 *est2 *est

2 *est

although not specied, is re?uired to co#plete the

rip 2## o$ topsoil to be stocpiled on site $ored at a site located b& the e#plo&er ithin 1#

#2

#2

#2

3of 4

$or each second la&er o$ =Baclling andor


9/145


nit

2 *est

2 *est

3 *est

1 Fte#

1 Fte#

3.62

.21

ber) 4.2

r) 2.91

2.6

b 6. #

1.13

pths o$ 15## to 9D >od '8*/ 1.:5

aa&) 1.

2. g

suppl& bolts) 1. Ho

.6

: Ho

2.21

.13

ber) 3.36

r) 2.16

1.2:

b 4.: #

.2

pths o$ 15## to 9D >od '8*/ .94

aa&) 1.2

9. g

suppl& bolts) 1 Ho

.4

: Ho

1.3

.6 ber) 1.96

#3

#3

#2

#2

#3

#2

#3

#3

#3

#3

#3

#2

#2

#3

#2

#3

#3

#3

#3

#3

#2


10/145


nit

.1

b 2.: #

.49pths o$ 15## to 9D >od '8*/ .36

aa&) .6

4. g

suppl& bolts) 1 Ho

.2

4 Ho

#3

#2

#3

#3

#3


11/145


nit

1.3

.6

ber) 1.96

r) 1.32

.1

b 2.: #

.49

pths o$ 15## to 9D >od '8*/ .36

aa&) .6

4. g

suppl& bolts) 1 Ho

.2

4 Ho

1.3

.6

ber) 1.96

r) 1.32

.1

b 2.: #

.49

pths o$ 15## to 9D >od '8*/ .36

aa&) .6

4. g

suppl& bolts) 1 Ho

.2

4 Ho

1.3

.6 ber) 1.96

r) 1.32

.1

b 2.: #

.49

pths o$ 15## to 9D >od '8*/ .36

aa&) .6

4. g

suppl& bolts) 1 Ho.2

4 H

#3

#3

#2

#2

#3

#2

#3

#3

#3

#3

#3

#2

#2

#3

#2

#3

#3

#3

#3

#3

#2

#2

#3

#2

#3

#3

#3


12/145


nit

.6.6

ber) .2

r) .36

.56

b 2.: #

.49

pths o$ 15## to 9D >od '8*/ .14

aa&) .52

3:. gsuppl& bolts) 4 Ho

.2

4 Ho

2.43

.14

ber) 3.92

r) 3.:

1.54

b 5.6 #

.9:

pths o$ 15## to 9D >od '8*/ .4

aa&) 1.69

:6. g

suppl& bolts) 1 Ho

.5

: Ho

1.23

.14

ber) 2.4

r) -

1.64

b 6.: #

2.3

pths o$ 15## to 9D >od '8*/ -

aa&) 1.23

#

3

#3

#2

#2

#3

#2

#3

#3

#3

#3

#3

#2

#2

#3

#2

#3

#3

#3

#3

#3

#2

#2

#3

#2

#3

#3


13/145


nit

13. g

suppl& bolts) 1. Ho

.146. Ho

.:5

.5

ber) 1.96

r) 1.2

.64

b 2.: #

.49

pths o$ 15## to 9D >od '8*/ .26

aa&) .59

4. g

suppl& bolts) 1. Ho

.2

4. Ho

1.2

1.2

aa&) 1.2

1.2

1.2

aa&) 1.2

.49

.1

ber) 2.24

r)

.:

b 5.6 #

1.96

pths o$ 15## to 9D >od '8*/ .aa&) .49

#

3

#3

#3

#2

#2

#3

#2

#3

#3

#3

#3

#3

#3

#3

#3

#3

#3

#3

#2

#2

#3

#2

#3

#3


14/145


nit

suppl& bolts) 1 Ho

.1

4 Ho

.13

.3

ber) .96

r)

.19

b 3.2 #

.63

pths o$ 15## to 9D >od '8*/ .aa&) .13

g

suppl& bolts) Ho

.3

Ho

99 :25'2'CHE4

66.

#pact to 9:D >od '8*/ 3.

## and co#pact to 9:D >od '8*/ 15.

pths o$ 15## and co#pact to 9D >od '8*/ 46.::

.5#) 1 #

1 #

or brass pla?ue 3 Ho

42 #

control and spread o%er cable sealing end &ard 14.

14.

Subtota

Vat 16?

*ina Tota

#3

#3

#3

#2

#2

#3

#2

#3

#3

#3

#3

#3

#3

#3

ecurit& $ence, including earthing o$ all #etal parts,oated gal%anised steel ire and 3##Cat rap

sts o$ a %ertical post ith 45 degree inclination at$oundation

#2

, 2## deep,including le%elling and rolling to#2


15/145

Nuber Rate Tota

1 I 1,. I 1,.

1 I 2. I 2.

1 I 5. I 5.

1 I 1,. I 1,.

1 I 3,. I 3,.

6 I 5. I 9,.

1 I :,. I :,.

1 I 2. I 4.

1 I 5. I 5.

1 I 5. I 5.

6 I 5. I 3,.

6 I 1,. I 6,.

1 I 5. I 5.

6 I 1,. I 6,.

1 I -

6 I 15. I 1,:.

1 I 1,. I 1,.

I .: I :3.2

I 2. I 2.

I 45. I 225.

I .: I :3.2

I 1.5 I 156.

I 2. I 2.

I 2. I 6.

I 2. I 2.

I 2. I 6.

I 2. I 6.I 1. I 2.

I 1 I 2


16/145

Nuber Rate Tota

I 1. I 2.

I 1. I 2.

I 2. I 6.

I 1. I 1.

I 1. I 1.

1 I . I 25.32

1 I 19. I 4.42

1 I 3. I 126.

1 I 25. I 2.5

1 I 265. I 546.96

1 I 4. I 24.

1 I 5. I 5.63

1 I . I 12.92

1 I . I 12.39

1 I 3. I 621.

1 I 5.5 I 5.5

1 I . I .39

1 I 5. I 4.

9 I . I 139.23

9 I 19. I 222.3

9 I 3. I 9.2

9 I 25. I 4:6.

9 I 265. I 3,62.34

9 I 4. I 12.:

9 I 5. I 32.4

9 I . I 59.22

9 I . I :.1

9 I 3. I 2,133.

9 I 5.5 I 49.5

9 I . I 2.2

9 I 5. I 36.

3 I . I 21.6

3 I 19. I 34.493 I 3. I 16.4


17/145

Nuber Rate Tota

3 I 265. I 561.2

3 I 4. I 33.6

3 I 5. I .353 I . I .56

3 I . I 14.4

3 I 3. I 423.

3 I 5.5 I 16.5

3 I . I .51

3 I 5. I 6.


18/145

Nuber Rate Tota

3 I . I 21.6

3 I 19. I 34.49

3 I 3. I 16.4

3 I 25. I 99.

3 I 265. I 561.2

3 I 4. I 33.6

3 I 5. I .35

3 I . I .56

3 I . I 14.4

3 I 3. I 423.

3 I 5.5 I 16.5

3 I . I .51

3 I 5. I 6.

6 I . I 43.2

6 I 19. I 6:.9

6 I 3. I 352.:

6 I 25. I 19:.

6 I 265. I 1,122.54

6 I 4. I 6.2

6 I 5. I 14.

6 I . I 15.12

6 I . I 2:.:

6 I 3. I :46.

6 I 5.5 I 33.

6 I . I 1.3

6 I 5. I 12.

5 I . I 36.

5 I 19. I 5.4:5 I 3. I 294.

5 I 25. I 165.

5 I 265. I 935.45

5 I 4. I 56.

5 I 5. I 12.25

5 I . I 12.6

5 I . I 23.4

5 I 3. I 5.

5 I 5.5 I 2.55 I . I .:6

5 I 5 I 1


19/145

Nuber Rate Tota

6 I . I 2.956 I 19. I 6:.9

6 I 3. I 35.2:

6 I 25. I 54.45

6 I 265. I :::.:1

6 I 4. I 6.2

6 I 5. I 14.

6 I . I 6.5

6 I . I 21.9

6 I 3. I 6:4.6 I 5.5 I 132.

6 I . I 1.3

6 I 5. I 12.

2 I . I 34.3

2 I 19. I 54.34

2 I 3. I 235.2

2 I 25. I 1:9.

2 I 265. I :1:.32

2 I 4. I 44.:

2 I 5. I 9.:

2 I . I 1.42

2 I . I 23.62

2 I 3. I 516.

2 I 5.5 I 11.

2 I . I .69

2 I 5. I :.

1 I . I :.6

1 I 19. I 25.94

1 I 3. I 61.2

1 I 25. I -

1 I 265. I 434.

1 I 4. I 2.2

1 I 5. I 13.65

1 I . I -

1 I . I : 61


20/145

Nuber Rate Tota

1 I 3. I 39.

1 I 5.5 I 5.5

1 I . I .961 I 5. I 3.

3 I . I 1.:5

3 I 19. I 2:.5

3 I 3. I 16.4

3 I 25. I 9.

3 I 265. I 511.19

3 I 4. I 33.6

3 I 5. I .35

3 I . I 5.46

3 I . I 12.39

3 I 3. I 36.

3 I 5.5 I 16.5

3 I . I .51

3 I 5. I 6.

5 I . I 42.

5 I 265. I 1,59.

5 I . I 42.

6 I . I 5.4

6 I 265. I 1,9:.

6 I . I 5.4

1 I . I 3.43

1 I 19. I 1:.62

1 I 3. I 6.2

1 I 25. I -

1 I 265. I 2.6

1 I 4. I 22.4

1 I 5. I 9.:

1 I . I -1 I . I 3.43


21/145

Nuber Rate Tota

1 I 5.5 I 5.5

1 I . I .69

1 I 5. I 2.

1 I . I .::

1 I 19. I 5.99

1 I 3. I 2:.:

1 I 25. I -

1 I 265. I 5.9

1 I 4. I 12.:

1 I 5. I 3.15

1 I . I -1 I . I .91

1 I 3. I -

1 I 5.5 I -

1 I . I .22

1 I 5. I -

I . I 462.

I -

I -

I . I 32:.13

I -

I -

I -

2. I :,4.

1. I 14.

15.I 1,56.

I 112,2:.12

I 1,953.3

I 13,161.41


22/145


1 ! "#s

B1-3.6.2.15 page 49 1.1 Geotechnical report (bore logs, trial pits, so

!"escription and li#its o$ %arious soil la&e

!'a#ple taen

!'* results

!+ater le%els


B1-3.6.2.14 page 4 1.2 *opographic sur%e& (1 #eter grids and .5


!0nsure position and ele%ation o$ all ors

1.3

1.41.5

1.6*e#porar& latrines and sanitar& (alloed 1


1.1*e#porar& gate


1.12*e#porar& electricit& connectiongenerator

1.13 +ater usage

1.14 0lectricit&petrol or diesel


1.16 'uper%ision 7abour1.1 8ealth and 'a$te& - sa$et& signs and 0 ac

1.1: 'ecurit& guard (allo 1 person $or da& a

1.19 "e-establish#ent o$ site ca#p and stores

B1-4.9..14 page 152 2 SITE $%R&S

2.1

2.2 Breaing up and re#o%ing concrete $ounda

2.3 ;ate $or o%erhaul per #3 o$ spoil $or a dis

2.4 Bul eca%ations (cut) in insitu #aterial

2.5 0tra o%er bul ea%ations in cla& and blac

2.6 0tra bul eca%ations in inter#ediate #at

2. 0tra o%er bul eca%ations in hard roc

2.: 7e%el and co#pact nal cut la&er to 95D >

2.9

B1-4.9..14 page 155 2.1

!ctual ground le%el

@osts $or obligations, e?uip#ent or labour,

re?uire#ents

plugs and lights)

;e#o%e all bushes, shrubs and trees and s$or later use. ll #aterial not used ill be dithin 1# $ro# site

Bacll (ll) ith insitu #aterial and co#paco#pacting to 95D >od '8*/ densit&

Bacll ith i#ported G5 #aterial and co#co#pacting to 95D >od '8*/ densit&


23/145


3

nal&


24/145



















25/145




B1-4.9..1 page 1 '#ooth Aor#or (to be steel or sound ti#B1-4.9..1 page 1 ;ough $or#or (to be steel or sound ti#b








B1-4.9..2 page 1: Grout - 35#a to top o$ stubB1-4.2.1 page 66 Greasing o$ 8" Bolts (>2 E 4)

3. 132 oltage *rans$or#er






B1-4.9..1 page 169 25 25## @ha#$er to sides o$ colu#n stuB1-4.9..1 page 169 +ood Coat top o$ concrete $oundation







3.: 132 8igh ost Fnsulator













26/145



3.9 132 7o ost Fnsulator









B1-4.9..14 page 153 'toc pile insitu surplus #aterial ($or cartinB1-4.9..19 page 19 ;ein$orcing - 'uppl& Ai onl&




3.1 132 'urge rrestor














3.11 33 Gantr&











27/145































3.14 33 oltage *rans$or#er










28/145




B1-4.9..19 page 19 8" Bolts - *e#plate and installation (BB tB1-4.9..2 page 1: Grout - 35#a to top o$ stub


3.15 33 'urge rrestor






B1-4.9..1 page 169 25 25## @ha#$er to sides o$ colu#n stuB1-4.9..1 page 169 +ood Coat top o$ concrete $oundation







3.16 33 "isconnetor










B1-4.9..19 page 19 ;ein$orcing - 'uppl& Ai onl&B1-4.9..19 page 19 8" Bolts - *e#plate and installation (BB t



3.1*rans$or#er linth (2)

B1-4.9..14 page 152 E@caAations in insitu ateriaB

'trip eca%ations

'u#p eca%ations

linth

'ur$ace bed


29/145



'toc pile insitu surplus #aterial ($or cartin

B1-4.9..1 page 163 in0in8 ' 2a , t-ick4B'trip Aooting concrete

'u#p @oncrete

linth

'ur$ace bed

B1-4.9..1 page 163 Concrete ' 3a 1 StoneB

'trip Aooting concrete

'u#p @oncrete

linth

'ur$ace bed

art o$ the road

B1-4.9..1 page 1 *or7orkB

'#ooth Aor#or

'u#p alls

linth

;ough Aor#or

'trip $ooting

B1-4.9..1 page 1 25 25## @ha#$er to sides o$ plinth

B1-4.9..1 page 1 Concrete nis- 7oo0oatB

'ur$ace bedlinth

B1-4.9..19 page 19 Reinforcin8 ,+ESH ref 61F4B

'ur$ace bed

linth

Sun0riesB

5 to 1## "ia#eter gra%el to ll oil drai

B1-4.9..22 page 1:1 Bricor (including stairs)

B1-4.9..22 page 1:4Bric$orce 12## ide (e%er& second la&e

B1-4.9..1 page 165 @onstructionepansion Joints beteen con

5 3 Cat copper bend to suit connection

/ne set o$ rails on tran$or#er plinth

Benching the inside o$ the su#p ith 2#

aint 2 la&ers o$ bitu#en to sur$ace

3.1: C%NTR%( >I(DIN"

ReoAa of E@istin8 $ork

*aing out and re#o%ing doors, indos, e

'teel single door and $ra#e'teel double door and $ra#e

Gl d t l i d

'u#p $ra#e - 3 3 57g cast in and gal


30/145


Fnternal plaster $ro# alls and colu#ns

0ternal plaster $ro# alls and colu#ns

+akin8 "oo0 to E@istin8 $ork

@oncrete roo$ to be repaired ith appro%ed

@oncrete Coor slab

Ne7 $ork

Trenc-

6## *hic checered plate o%er internal tr

)uiniu *raesB+indos

*&pe +1 2 19## Ara#e including

*&pe +2 9 9## Ara#e including 4

Stee *raesB

"oors

*&pe "3 ::5 25## Ara#e and door in

*&pe "1 12 25## Ara#e and door i

*&pe "2 12 25##Ara#e and door i

Interna 7a nis-esB

+alls to be plastered and painted to #atchE@terna 7a nis-B

5## strip to be plastered and painted t

3.19 ">)RD H%>SE

ReoAa of E@istin8 $ork

*aing out and re#o%ing doors, indos, e

'teel single door and $ra#e

Fnternal plaster $ro# alls and colu#ns

0ternal plaster $ro# alls and colu#ns

Ne7 $ork

Stee *raesB

"oors

*&pe "3 ::5 21## Ara#e and door in

Interna 7a nis-esB+alls to be plastered and painted to #atch

E@terna 7a nis-B

8acing upoK and re#o%ing cer#aic tiles i$ro# concrete or bricor and preparing s

8acing upoK and re#o%ing cer#aic tiles i$ro# concrete or bricor and preparing s

*&pe "3 ::5 25## Ara#e and steel dco#plete (eternal)


31/145


5## strip to be plastered and painted t

5 E)RTH +)T

B1-4.9..14 page 152 4.1 0ca%ate 3## (idth) 1## (dept

B1-4.9..14 page 154 4.2

C)(E TRENCH ,refer to 0ra7in8 no. 9

B1-4.9..1: page 1: 5.1

B1-4.9..1: page 1: 5.2 @oncrete trench co%er $or 1## ide tr

B1-4.9..1: page 1: 5.3

B1-4.9..1: page 1: 5.4 @oncrete trench co%er $or 5## ide tre

B1-3.6.2.12 page 46 6 DR)IN)"E

6.1

6.2

6.3

6.4

6.5

6. %i trap ,refer to 0ra7in8 no. 999 :25'

0ca%ation in insitu #aterial

Blinding - 2#a (5## thic)

'#ooth Aor#or (to be steel or sound ti#

Baclling to earthing grid and co#pact thco#pacting to 95D >od '8*/ densit&

*he eca%ation in insitu #aterial $or constrinsitu rein$orced concrete trenches includindia#eter @ drain pipe at 4# centres at t

*he eca%ation in insitu #aterial $or constrinsitu rein$orced concrete trenches includindia#eter @ drain pipe at 4# centres at t

'ubsoil "rain'uppl&, la& and Joint 2 16#

11## belo HG7 in trench hich is to b6) and bacll ith 5 to 5## dia#etersupport o$ sides, eeping eca%ations dr&,

@onstruct cast insitu concrete #anhole it#aterial, te#porar& support o$ sides, eepidraing no. LLL :24-2)

'uppl&, la&, Joint and bed 3## dia#eterseer pipes including necessar& bends andseparator

'uppl&, la&, Joint and bed 45## dia#eterseer pipes including necessar& bends and

'uppl&, la&, Joint and bed 11## "ia#etetees


32/145


@oncrete - 35#a, 19## 'tone

25 25## @ha#$er to sides o$ concrete to

1## "ia#eter concrete cut out

+ood Coat top o$ concrete slab

'toc pile insitu surplus #aterial ($or cartin

;ein$orcing - 'uppl& Ai onl&

16## "ia#eter gal%anised iron steps 165

8ea%& dut& #anhole co%ers

2## "ia#eter steel pipe

1## "ia#eter %entilator @ pipe ith

1## "ia#eter concrete pipe

aint 2 la&ers o$ bitu#en to internal sur$a

F R%)D

.1 )ccess roa0

B1-4.9..14 page 152 0ca%ation in insitu #aterial

B1-4.9..15 page 156 'ub-Base o$ G5 #aterial co#pacted to 9:D

B1-4.9..15 page 156 +et-#i road base o$ G6 #aterial @o#pact

B1-4.9..15 page 15: 4## *hic earing course o$ bitu#en #a

.2 Interna roa0B1-4.9..14 page 152 0ca%ation in insitu #aterial

B1-4.9..15 page 156 'ub-Base o$ G5 #aterial co#pacted to 9:D

B1-4.9..15 page 156 +et-#i road base o$ G6 #aterial @o#pact

B1-4.9..15 page 15: +earing course o$ bitu#en #acada# grad

B1-4.9..15 page 156 .3

B1-4.9..15 page 159 .4

.5 erbing including bends and end pieces

B1-4.9..1 page 146 .6

'top sign

ield sign

ainting o$ paring lines

:;)RD $%R&S

B1-4.9..1 page 11 :.1

tees

;oad crossing o%er 5# ide road $or cable9 6## and the internal alls to be

'eg#ented pa%ing - 'uppl& and la& : #### sand bed (#a 3 ##)M edge restraint'trength 25 >pa

Roa0 arkin8sB

*he co#plete, suppl& and installation o$ a sparts, gates etc. 2# 8igh dia#ond #esh pl3## Cat rap ra


33/145


B1-4.9..1 page 11 :.2 5# +ide #otorised electric $ence, ith a $r

B1-4.9..1 page 11 :.3 1# +ide pedestrian gate ith a $ra#e heig

B1-4.9..14 page 155 :.4 repare and co#pl& ith an appro%ed eeB1-4.9..14 page 156 :.5

B1-4.9..2 page 13 :.6 @onstruct a re e?uip#ent bricor ios

B1-3.6.2.13 page 46 :.

'uppl& and application o$ 25## stone, 2including le%elling and rolling to co#pact t

7andscaping - lanting o$ #ediu#-high gro0#plo&er)


34/145

(>$IN") 132/66/33kV Substation

nit Nuber

unding logs) and to include

1 Fte# 1

s

#eter %ertical inter%als)

1 Fte# 1

are correct

1 Fte# 1

1 Fte# 11 Fte# 1

$or BB oce) 2 #onth :

1 Fte# 1

2 Fte# 1

1 Fte# 1

(2) 1 Fte# 1

1 >onth :

1 >onth :

1 Fte# 1

1 >onth :cording to BB specications 1 Fte# 1

ch and 1 person $or night atch) 2 >onth :

1 Fte# 1

4,423.6

tions 1. Ho

ance greater than 1# - rate per # 1. #

1,5.

cotton 15.

rial 15.

5.

od '8*/

1,5.

663.54

although not specied, is re?uired to

rip 15## o$ topsoil to be stocpiled on siteu#ped at a site located b& the e#plo&er #2

#3

#3

#3

#3

ct the ground sur$ace in depths o$ 3###3

pact the ground sur$ace in depths o$ 3###3


35/145


nit Nuber

$or per$or#ance o$ the or 1. *est

3. *est1. *est

o$ >aterial= is re?uired 3. *est

3. *est

2. *est

2. *est

2. *est

2. *est

3. *est

1. Fte# 1. Fte#

1.5 9

.51 9

ber) 5.4 9

r) 3.:4 9

4.:4 9

b 5.6 # 91.96 9

pths o$ 15## to 9D >od '8*/ 5.: 9

aa&) 4.96 9

26. g 9

suppl& bolts) 1 Ho 9

.1 9

: Ho 9

2.21 33

.13 33

ber) 3.36 33

r) 2.16 33

1.2: 33

b 4.: # 33

.2 33

pths o$ 15## to 9D >od '8*/ .94 33

aa&) 1.2 33

9. g 33


3of 4

$or each second la&er o$ =Baclling andor

#3

#3

#2

#2

#3

#2

#3

#3

#3

#3

#3

#2

#2

#3

#2

#3

#3


36/145


nit Nuber

.4 33

: Ho 33

3.62 4

.21 4

ber) 4.2 4

r) 2.91 4

2.6 4

b 6. # 4

1.13 4

pths o$ 15## to 9D >od '8*/ 1.:5 4aa&) 1. 4

2. g 4

suppl& bolts) 1. Ho 4

.6 4

: Ho 4

#3

#3

#3

#2

#2

#3

#2

#3

#3

#3


37/145


nit Nuber

1.3 12

.6 12

ber) 1.96 12r) 1.32 12

.1 12

b 2.: # 12

.49 12

pths o$ 15## to 9D >od '8*/ .36 12

aa&) .6 12

4. g 12


.2 124 Ho 12

1.3 12

.6 12

ber) 1.96 12

r) 1.32 12

.1 12

b 2.: # 12.49 12

pths o$ 15## to 9D >od '8*/ .36 12

aa&) .6 12

4. g 12


.2 12

4 Ho 12

3.:3 1

4.1 1

ber) 3.92 1

r) 3.12 1

2.4 1

b 5.6 # 1

.9: 1

pths o$ 15## to 9D >od '8*/ 2.24 1

aa&) 1.6 1

12: g 1


#3

#3

#2

#2

#3

#2

#3

#3

#3

#3

#3

#2

#2

#3

#2

#3

#3

#3

#3

#3

#2

#2

#3

#2

#3

#3


38/145


nit Nuber

: Ho 1

1.3 1

.6 1

ber) 1.96 1

r) 1.32 1

.1 1

b 2.: # 1

.49 1

pths o$ 15## to 9D >od '8*/ .36 1

aa&) .6 14. g 1


.2 1

4 Ho 1

1.3 9

.6 9

ber) 1.96 9

r) 1.32 9

.1 9

b 2.: # 9

.49 9

pths o$ 15## to 9D >od '8*/ .36 9

aa&) .6 9

4. g 9


.2 9

4. Ho 9

5.:

.24

ber) 5.4

r) 2.64

3.22

b 5.6 #

1.96

pths o$ 15## to 9D >od '8*/ 1.62

aa&) 3.46

#3

#3

#2

#2

#3

#2

#3

#3

#3

#3

#3

#2

#2

#3

#2

#3

#3

#3

#3

#3

#2

#2

#3

#2

#3

#3


39/145


nit Nuber

suppl& bolts) 1. Ho

.1

:. Ho

1.23 2

.14 2

ber) 2.4 2

r) - 2

1.64 2

b 6.: # 2

2.3 2

pths o$ 15## to 9D >od '8*/ - 2aa&) 1.23 2

13. g 2


.14 2

6. Ho 2

.:5

.5

ber) 1.96

r) 1.2

.64

b 2.: #

.49

pths o$ 15## to 9D >od '8*/ .26

aa&) .59

4. g

suppl& bolts) 1. Ho

.2 4. Ho

.:5 2

.5 2

ber) 1.96 2

r) 1.2 2

.64 2

b 2.: # 2

.49 2

pths o$ 15## to 9D >od '8*/ .26 2

#3

#3

#3

#2

#2

#3

#2

#3

#3

#3

#3

#3

#2

#2

#3

#2

#3

#3

#3

#3

#3

#2

#2

#3

#2

#3


40/145


nit Nuber

aa&) .59 2

4. g 2

suppl& bolts) 1. Ho 2 .2 2

4. Ho 2

.:5 2

.5 2

ber) 1.96 2

r) 1.2 2

.64 2

b 2.: # 2 .49 2

pths o$ 15## to 9D >od '8*/ .26 2

aa&) .59 2

4. g 2


.2 2

4. Ho 2

1.: 5

.1 5

ber) 3.36 5

r) 1.: 5

1.13 5

b 4.: # 5

.2 5

pths o$ 15## to 9D >od '8*/ .69 5

aa&) 1.9 5

:3. g 5suppl& bolts) 1. Ho 5

.4 5

4. Ho 5

:.32

.5:

.35

9.

#3

#3

#3

#3

#2

#2

#3

#2

#3

#3

#3

#3

#3

#2

#2

#3

#2

#3

#3

#3

#3

#3

#3

#3


41/145


nit Nuber

pths o$ 15## to 9D >od '8*/ 4.54

aa&) 2.:

.6

.3

1.5

2.2

3.2

.33

12.6

4.544.41

2.24

11.4

13.46

19 #

45.3621

45.36

42

45.36

n 4.54

31.2:

r) 125.12 rete and bric 2.22

n trans$or#er points :. #

2.1 #

benching render 1 Fte#

5

c $ro# bric to de#olished

1. Ho 3. Ho

11 H

#3

#3

#3

#3

#3

#3

#3

#3

#3

#3

#3

#2

#2

#2

#2

#2

#2

#2

anised. 25 5## Cat 17g shtail lugs #2

#3

#2

#2

#2

#2


42/145


nit Nuber

29.

14.3

sealant and bitu#en 21.

21.

nch co#plete 3.4

3: #

4## double glass co#plete . Ho

# double glass co#plete 4. Ho

cluding all iron#onger& co#plete 1. Ho

ncluding all iron#onger& co#plete 1. Ho


eisting 29.

#atch eisting 14.3

c $ro# bric to de#olished

2. Ho

.1

36.

1. Ho


eisting .1

ncluding re#o%ing #ortar bed or adhesi%eur$aces $or ne screed, plaster tiles nish

#2

#2

#2

#2

#2.

#2

#2

ncluding re#o%ing #ortar bed or adhesi%eur$aces $or ne screed, plaster tiles nish

#2

#2

or including stainless steel iron#onger&

#2


43/145


nit Nuber

#atch eisting 36.

) $or earth grids 6.

6.

99 :25'24

1. #

nch (ith #ai#al eight o$ 5 g each) 59. Ho

41 #

ch (ith #ai#al eight o$ 5 g each)13. Ho

:4 #

4 Ho

12 #

35 #

45 #

24

9.

3.45

ber) 235.

#2

#3

ground sur$ace in depths o$ 3###3

ction o$ 1## ide 5## deep castg bends and Junctions to include 1##e botto# o$ the trench

ction o$ 5## ide 5## deep castg bends and Junctions to include 1##e botto# o$ the trench

dia#eter pre$erated u@ pipe to be laidlined ith geo$abric #aterial (bide# gade

stone, including eca%ation, te#porar&o#plete (re$er to draing no. LLL :24-2)

lid and including eca%ation in insitung eca%ations dr&, co#plete (re$er to

class 5" spigot and socet ended concretetees $ro# trans$or#er to oil ater

class 5" spigot and socet ended concretetees

@ pipe including necessar& bends and

#3

#3

#2


44/145


nit Nuber

45.

t co%ers 12.: #

2. Ho

46.13

aa&) 9.

52. g

## long :. Ho

4. Ho

1. #

end 1. Ho

.5 #

46 #

ces o$ separator 259.9:

:1

>/" '8*/ 4.5

ed to 9:D >/" '8*/ 36.

cada# grade 6 penetration :.4

226.:

>/" '8*/ 113.4

ed to 9:D >/" '8*/ 9.2

6 penetration 21.6

1. Ho

11.

234. #

3 Fte#

1 Fte#

5 #

4:1.2 #

#3

#2

#3

#

2

#3

#3

#3

#3

#3

#3

#3

#3

rench.recast concrete cul%et (si


45/145


nit Nuber

#e height that #atch the $ence. 1. Ho

ht that #atches the $ence 1. Ho

control and spread o%er substation 6,21:.36

6,21:.36

1. Fte#

621.:4

Subtota

Vat 16?

*ina Tota

#2

## deep, to one #eter be&ond $ences,e stone la&er. #

2

ing plants and grass ('ubJect to appro%al o$#2


46/145

Rate Tota

I 1,. I 1,.

I 2. I 2.

I 5. I 5.

I 1,. I 1,.I 3,. I 3,.

I 5. I 12,.

I :,. I :,.

I 2. I 4.

I 5. I 5.

I 5. I 5.

I 5. I 4,.

I 1,. I :,.

I 5. I 5.

I 1,. I :,.I -

I 15. I 2,4.

I 1,. I 1,.

I .:

I 3,53:.::

I 45. I 45.

I 2. I 2.

I . I 1,5.

I . I 1,5.

I :. I 1,2.

I 2. I 1,5.

I . I 1,5.

I . I 4,644.:


47/145

Rate Tota

I 2. I 2.

I 2. I 6.I 2. I 2.

I 2. I 6.

I 2. I 6.

I 1. I 2.

I 1. I 2.

I 1. I 2.

I 1. I 2.

I 2. I 6.

I 1. I 1.I 1. I 1.

I . I 6.3:

I 19. I :5.52

I 3. I 1,36.:

I 25. I :64.

I 265. I 11,533.:6

I 4. I 21.6I 5. I ::.2

I . I 365.15

I . I 312.23

I 3. I ,29.

I 5.5 I 49.5

I . I 6.1

I 5. I 36.

I . I 51.51

I 19. I :15.1

I 3. I 3,326.4

I 25. I 1,:2.

I 265. I 11,22:.5:

I 4. I 633.6

I 5. I 11:.:

I . I 21.14

I . I 293.3

I 3. I ,:21.

I 5.5 I 1:1.5


48/145

Rate Tota

I . I :.32

I 5. I 1,32.

I . I 11.2

I 19. I 161.69

I 3. I 54.

I 25. I 291.

I 265. I 2,1:.:4

I 4. I 96.

I 5. I 22.5

I . I 51.I . I 49.5

I 3. I 2,4:4.

I 5.5 I 22.

I . I 1.5:

I 5. I 16.


49/145

Rate Tota

I . I :6.39

I 19. I 13.94

I 3. I 5.6I 25. I 396.

I 265. I 2,245.:

I 4. I 134.4

I 5. I 29.4

I . I 3.24

I . I 56.15

I 3. I 1,692.

I 5.5 I 66.

I . I 2.6I 5. I 24.

I . I :6.39

I 19. I 13.94

I 3. I 5.6

I 25. I 396.

I 265. I 2,245.:

I 4. I 134.4I 5. I 29.4

I . I 3.24

I . I 56.15

I 3. I 1,692.

I 5.5 I 66.

I . I 2.6

I 5. I 24.

I . I 26:.35

I 19. I ,9.

I 3. I 1,16.

I 25. I :.

I 265. I 5,43.35

I 4. I 224.

I 5. I 49.

I . I 156.49

I . I 111.:6

I 3. I 3,:4.

I 5.5 I 55.


50/145

Rate Tota

I 5. I 4.

I . I 122.39

I 19. I 195.42

I 3. I 999.6

I 25. I 561.

I 265. I 3,1:.53

I 4. I 19.4

I 5. I 41.65

I . I 42.:4

I . I 9.55I 3. I 2,39.

I 5.5 I 93.5

I . I 2.92

I 5. I 34.

I . I 64.:

I 19. I 13.46

I 3. I 529.2

I 25. I 29.

I 265. I 1,6:3.:1

I 4. I 1.:

I 5. I 22.5

I . I 22.6:

I . I 42.12

I 3. I 1,269.

I 5.5 I 49.5

I . I 1.54

I 5. I 1:.

I . I 249.2

I 19. I 321.:6

I 3. I 1,5:.4

I 25. I 462.

I 265. I 5,965.6:

I 4. I 156.:

I 5. I 6:.6

I . I 9.3:

I . I 169.54


51/145

Rate Tota

I 5.5 I 3:.5

I . I 4.:

I 5. I 2:.

I . I 1.2

I 19. I 51.:

I 3. I 122.4

I 25. I -

I 265. I :6:.14

I 4. I 54.4

I 5. I 2.3

I . I -I . I 1.22

I 3. I 61:.

I 5.5 I 11.

I . I 1.91

I 5. I 6.

I . I -

I 19. I -

I 3. I -

I 25. I -

I 265. I -

I 4. I -

I 5. I -

I . I -

I . I -

I 3. I -

I 5.5 I -

I . I -I 5. I -

I . I 11.9

I 19. I 19.

I 3. I 11.6

I 25. I 6.

I 265. I 34.9

I 4. I 22.4

I 5. I 4.9

I . I 3.64


52/145

Rate Tota

I . I :.26

I 3. I 24.

I 5.5 I 11.I . I .34

I 5. I 4.

I . I 11.9

I 19. I 19.

I 3. I 11.6

I 25. I 6.

I 265. I 34.9

I 4. I 22.4I 5. I 4.9

I . I 3.64

I . I :.26

I 3. I 24.

I 5.5 I 11.

I . I .34

I 5. I 4.

I . I 62.1:

I 19. I 99.2:

I 3. I 54.

I 25. I 225.

I 265. I 1,49:.5:

I 4. I 96.

I 5. I 1:.

I . I 23.9:

I . I 3:.2

I 3. I 1,245.I 5.5 I 2.5

I . I 1.26

I 5. I 1.

I . I 5:.21

I . I 4.3

I . I 51.45

I . I 63.5


53/145

Rate Tota

I . I 31.5

I . I 145.45

I 19. I 143.64

I 19. I 6.:

I 19. I 199.5

I 19. I 43.92

I 26. I :6.24

I 26. I :5.2

I 26. I 3,26.

I 26. I 1,19.36

I 26.

I 2. I 44.:

I 2. I 22:.

I 2. I 269.2:

I 2. I 3:.

I :. I 362.::I :. I 16:.

I :. I 362.::

I :. I 336.

I 4. I 1,:14.4

I 19. I :6.1:

I 1. I 31.2:

I 1. I 125.12I 1. I 222.

I 15. I 1,2.

I 15. I 3,15.

I 5. I 5.

I 1. I 5.

1 I 1.1 I 3.

1 I 11


54/145

Rate Tota

2 I 594.14

2 I 29.46

3 I 6,3.

25 I 5,25.

I -

I -

I :9. I 6,23.

I 265. I 1,6.

I 1. I 1.

I 12. I 12.

I 12. I 24.

I 9. I 2,63.63

I 9. I 132.5

1 I 2.

I 2. I 141.41

I 2. I 2.

I 1. I 1.

I 1. I 1.

I 9. I 636.35


55/145

Rate Tota

I 9. I 324.

I . I 4,2.

I .I 4,2.

I 1. I 1,.

I 6. I 35,4.

I 1. I 41.

I 6. I :,22.

I 1. I :,4.

I 265. I 1,6.

I 15. I 1:.

I 1. I 3,5.

I 1:. I :1.

I . I 69.

I 19. I 656.26

I 33. I ,55.


56/145

Rate Tota

I 19. I :,55.

I 1. I 12.:

I 2. I 4.

I 5.3 I 244.49

I 6. I 5:2.

I 2.5 I 1:,:.

I 225. I 1,:.

I 12. I 4:.

I 45. I 45.

I 2. I 2.

I 2. I 1.

I 6. I 26.

I 5. I 1,299.9

I . I 56.

I 25. I 1,12.5

I 2. I 2.

I 19. I 159.6

I . I 1,5:.6

I 25. I 2,:35.

I 2. I 1,944.

I 19. I 41.4

I 3. I 3.

I 5. I 55,.

I 2. I 46:.

I 1. I 3.

I 1. I 1.

I 2. I 1.

I 2. I 96,344.


57/145

Rate Tota

I 5. I 5.

I 1. I 1.

I 1. I 6,21:.36

I 15. I 93,25.4

1,. I 1,.

I 1,. I 621,:36.

G 12F21:.F:

G 12F21:.F:


58/145

NE$ $EN"> 132/6

Reference No.Description

1 ! "#s

B1-3.6.2.15 page 49 1.1Geotechnical report (bore logs, trial pits, sounding logs) and to include

!"escription and li#its o$ %arious soil la&ers

!'a#ple taen

!'* results

!+ater le%els


B1-3.6.2.14 page 4 1.2*opographic sur%e& (1 #eter grids and .5 #eter %ertical inter%als)


!0nsure position and ele%ation o$ all ors are correct

1.3

1.4

1.5

1.6*e#porar& latrines and sanitar& (alloed 1 $or BB oce)


1.1*e#porar& gate


1.12*e#porar& electricit& connectiongenerator (2)

1.13+ater usage

1.140lectricit&petrol or diesel


1.16'uper%ision 7abour

1.18ealth and 'a$te& - sa$et& signs and 0 according to BB specications

1.1:'ecurit& guard (allo 1 person $or da& atch and 1 person $or night atch)1.19"e-establish#ent o$ site ca#p and stores

B1-4.9..14 page 152 2SITE $%R&S ' ()T*%R+

2.1;e#o%e and treat anthills

2.2

2.37e%el and co#pact nal cut la&er to 95D >od '8*/

2.4;ate $or o%erhaul per #3 o$ spoil $or a distance greater than 1# - rate per #

2.5Bul eca%ations (cut) in insitu #aterial

2.60tra o%er bul eca%ations in cla& and blac cotton

2.0tra bul eca%ations in inter#ediate #aterial 2.:0tra o%er bul eca%ations in hard roc

2.97e%el and co#pact nal cut la&er to 95D >od '8*/

2.1

B1-4.9..14 page 155 2.11

B2-4.6. page 3

nal&od '8*/ densit&

TESTS ,s-a be perfore0 for eac- 3of 4

"ensit& o$ soil in place o$ sandcone #ethod $or each second la&er o$ =Baclling and


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B1-4.9..1 page 1 '#ooth Aor#or (to be steel or sound ti#ber)

B1-4.9..1 page 1 ;ough $or#or (to be steel or sound ti#ber)


B1-4.9..1 page 169 25 25## @ha#$er to sides o$ colu#n stub


B1-4.9..14 page 154 Bacll ith eca%ated insitu #aterial in depths o$ 15## to 9D >od '8*/

B1-4.9..14 page 153 'toc pile insitu surplus #aterial ($or carting aa&)


B1-4.9..19 page 19 8" Bolts - *e#plate and installation (BB to suppl& bolts)



3.5132 @ircuit Breaer














3.6132 @urrent *rans$or#er














3.132 oltage *rans$or#er














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3.1132 'urge rrestor



B1-4.9..1 page 1 '#ooth Aor#or (to be steel or sound ti#ber)B1-4.9..1 page 1 ;ough $or#or (to be steel or sound ti#ber)










3.1266 Gantr&

B1-4.9..14 page152 0ca%ation in insitu #aterialB1-4.9..1 page 163 Blinding - 2#a (5## thic)












3.1366 Fsolator














3.1466 @ircuit Breaer


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3.1566 @urrent *rans$or#er














3.1666 oltage *rans$or#er














3.166 'urge rrestor









B1-4.9..14 page 153 'toc pile insitu surplus #aterial ($or carting aa&)B1-4.9..19 page 19 ;ein$orcing - 'uppl& Ai onl&




3.1:66 8igh ost Fnsulator










B1 4 9 19 page 19 ;ein$orcing 'uppl& Ai onl&


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3.2ard >arshalling ios















B1-4.9..14 page152 E@caAations in insitu ateriaB

'trip eca%ations

'u#p eca%ations

linth

'ur$ace bed


'toc pile insitu surplus #aterial ($or carting aa&)

B1-4.9..1 page 163 in0in8 ' 2a , t-ick4B


'u#p @oncrete

linth

'ur$ace bedB1-4.9..1 page 163 Concrete ' 3a 1 StoneB


'u#p @oncrete

linth

'ur$ace bed


'#ooth Aor#or

'u#p alls

linth

;ough Aor#or

'trip $ooting

B1-4.9..1page 1 25 25## @ha#$er to sides o$ plinth

B1-4.9..1page 169 Concrete nis- 7oo0 oatB'ur$ace bed

linth


'ur$ace bed

linth

Sun0riesB

5 to 1## "ia#eter gra%el to ll oil drain


B1-4.9..22 page 1:4 Bric$orce 12## ide (e%er& second la&er)

B1-4.9..1 page 165 @onstructionepansion Joints beteen concrete and bric

5 3 Cat copper bend to suit connection on trans$or#er points

Benching the inside o$ the su#p ith 2## benching render

'u#p $ra#e - 3 3 57g cast in and gal%anised. 25 5## Cat 17g shtail luto angle (5## llet) at 5## cc. *o t in the open grid hich is 16## ide it4.5## bearer bars, and 4 4## openings ($ull& banded)


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NE$ $EN"> 132/6



B1-4.9..14 page 152 E@caAations in insitu ateriaB'trip eca%ations

'u#p eca%ations

linth

'ur$ace bed



B1-4.9..1 page 163 in0in8 ' 2a , t-ick4B


'u#p @oncrete

linth

'ur$ace bed

B1-4.9..1 page 163 Concrete ' 3a 1 StoneB

'trip Aooting concrete'u#p @oncrete

linth

'ur$ace bed

art o$ the road


'#ooth Aor#or

'u#p alls

linth

;ough Aor#or

'trip $ooting

B1-4.9..1 page 1 25 25## @ha#$er to sides o$ plinth

B1-4.9..1 page 1 Concrete nis- 7oo0oatB

'ur$ace bedlinth


'ur$ace bed

linth

Sun0riesB

5 to 1## "ia#eter gra%el to ll oil drain



B1-4.9..1 page 165 @onstructionepansion Joints beteen concrete and bric5 3 Cat copper bend to suit connection on trans$or#er points

/ne set o$ rails on tran$or#er plinth

Benching the inside o$ the su#p ith 2## benching render

aint 2 la&ers o$ bitu#en to sur$ace

3.23Aire +all



B1-4.9..1 page 163 Aoundation all (35>a concrete)

B1-4.9..1 page 1 ;ough $or#or

B1-4.9..1 page 163 @oncrete $oundation slab - 35#a, 19## 'tone

B1-4.9..1 page 163 @a%it& concrete all (35>a)

B1-4.9..22 page 1:1 11## bricall


recast concrete copings

B1 4 9 14 page 154 Bacll ith eca%ated insitu #aterial in depths o$ 15## to 9D >od '8*/

'u#p $ra#e - 3 3 57g cast in and gal%anised. 25 5## Cat 17g shtail luto angle (5## llet) at 5## cc. *o t in the open grid hich is 16## ide i4.5## bearer bars, and 4 4## openings ($ull& banded)


64/145

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B1-4.9..3 page 13: 3.24 @ontrol Building

E@caAations in insitu ateriaB

'trip $oundation

B1-4.9..14 page 155 repare and spar& ith an appro%ed anti-ter#ite control under building



;ough $or#or (to be steel or sound ti#ber) to sides o$ $oundations

'#ooth $or#or (to be steel or sound ti#ber) to sides o$ bea#s

'#ooth $or#or (to be steel or sound ti#ber) to sides o$ colu#ns

B1-4.9..1 page 163 ConcreteB

Blinding - 2#a (5## thic)

;ein$orced concrete - 35#a, 19## 'tone to sur$ace bed

;ein$orced concrete - 35#a, 19## 'tone to $oundations

;ein$orced concrete - 35#a, 19## 'tone to colu#ns

;ein$orced concrete - 35#a, 19## 'tone to bea#srestresse0 fabricate0 concrete intesB

Fn lengths not eceeding 3#

B1-4.9..19 page 19 Reinforcin8B

;ein$orcing #esh re$. 395


B1-4.9..22 page 1:1

B1-4.9..22 page 1:1 2## *hic blocor


B1-4.9..22 page 1:3 "@ ("a#p proo$ course)

B1-4.9..22 page 1:3 "> ("a#p proo$ #e#bra#e)

B1-4.9..1 page 1 +ood Coat top o$ concrete

*oor *inis-esB

B1-4.9..21 page 1:

B1-4.9..21 page 1:Gla


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@upboards (to door cupboard ith di%iding shel%es )

irconditioner central unit in control building

llo one double door cupboard ith shel%es underneath sin $or itchenB1-4.9..23page 191 *o plate electric cooer

B1-4.9..23page 1:: RoofB

225 15## B' ce#ent barge board

B1-3.6.2.12 page 46

B1-3.6.2.12 page 46 re-painted alu#iniu# 1 1## don pipes, including holderbats, bracets etc

Ceiin8B

B1-4.9.4.1 page 131 'uppl& and install appro%ed roo$ insulation

B1-4.9..4 page 139 0ternal steel ladder ith sa$et& cage to access roo$

B1-9..1 page145 ubin8B

+@ ith all necessar& connections, ttings and piping co#plete and toilet paper hold

Orinal ith all necessar& connections, ttings and piping co#plete

'in ith all necessar& connections, ttings, gulle& and piping co#plete

'hoer ith all necessar& connections, ttings and piping co#plete

B1-4.9..2 page 13 E@tras

'uppl& and install re alar#

B1-4.9..4 page 139 3.25 Guard 8ouse

E@caAations in insitu ateriaB

'trip $oundation

B1-4.9..14 page 155 repare and spar& ith an appro%ed anti-ter#ite control under building



;ough $or#or (to be steel or sound ti#ber) to sides o$ $oundations

'#ooth $or#or (to be steel or sound ti#ber) to sides o$ bea#s

'#ooth o$ sides o$ colu#ns (to be steel or sound ti#ber)

B1-4.9..1 page 163 ConcreteB

Blinding - 2#a (5## thic);ein$orced concrete - 35#a, 19## 'tone to $oundations

;ein$orced concrete - 35#a, 19## 'tone to sur$ace bed

;ein$orced concrete - 35#a, 19## 'tone to colu#ns

;ein$orced concrete - 35#a, 19## 'tone to bea#s

restresse0 fabricate0 concrete intesB

Fn lengths not eceeding 3#

B1-4.9..19 page 19 Reinforcin8B

;ein$orcing #esh re$. 395


B1-4.9..22 page 1:1

B1-4.9..22 page 1:1 2## thic bloc or


B1-4.9..22 page 1:3 "@ ("a#p proo$ course)

B1 4 9 22 page 1:3 "> ("a#p proo$ #e#bra#e)

@orrugated appro%ed roo$ sheeting - .6## gauge to be tted inculding all necessattings co#plete

+elded roo$ trusses o$ 3 degrees angle ra$ters, t ie bea#s, rails, struts, braces, cleapurlins, etc and Cat bearer, gusset and connection plates, bolted to steel ith an o%lenghth o$ 12.69# and height o$ 3.66# (*here are 9 trusses)

re-painted alu#iniu# 15 15## bo gutters including necessar& collared and sepansion Joints

'uspended ceiling cha#pered and groo%ed acoustic panels on concealed suspensioincluding hangers etc

Basin ith all necessar& connections, ttings and piping co#plete ith soap dispens#irror

'uppl& and install re 9g @/2etinguisher ith sign

@a%it& all - inner sin to be hollo blocor ith insulation and outer sin to be cbricor


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B1-4.9..23 page 1:: RoofB

B1-3.6.2.12 page 46

B1-3.6.2.12 page 46 re-painted alu#iniu# 1 1## don pipes, including holderbats, bracets etc

225 15## B' ce#ent barge board

Ceiin8B

B1-4.9.4.1 page 131 'uppl& and install appro%ed roo$ insulation

'uppl& and install 12 B*O airconditioner

B1-9..1 page 145 ubin8B

+@ ith all necessar& connections, ttings and piping co#plete and toilet paper hold

B1-4.9..2 page 13 E@tras

'uppl& and install re alar#

5E)RTH +)T

B1-4.9..14 page 152 4.1 0ca%ate 3## (idth) 1## (depth) $or earth grids

B1-4.9..14 page 154 4.2

C)(E TRENCH ,refer to 0ra7in8 no. 999 :25'24

B1-4.9..1: page 1: 5.1

B1-4.9..1: page 1: 5.2@oncrete trench co%er $or 1## ide trench (ith #ai#al eight o$ 5 g each)

B1-4.9..1: page 1: 5.3

B1-4.9..1: page 1: 5.4@oncrete trench co%er $or 5## ide trench (ith #ai#al eight o$ 5 g each)

B1-3.6.2.12 page 46 6DR)IN)"E

6.1

6.2

6.3

6.4

6 5

@orrugated appro%ed roo$ sheeting - .6## gauge to be tted including all necessa

ttings co#plete

+elded roo$ trusses o$ 3 degrees angle ra$ters, tie bea#s, rails, struts, braces, cleapurlins, etc and Cat bearer, gusset and connection plates, bolted to steel ith an o%lenghth o$ 4.2# and height o$ 1.6# (*here are 3 trusses)

re-painted alu#iniu# 15 15## bo gutters including necessar& collared and sepansion Joints

'uspended ceiling cha#pered and groo%ed acoustic panels on concealed suspensioincluding hangers etc

Basin ith all necessar& connections, ttings and piping co#plete ith soap dispens#irror

'uppl& and install re 9g @/2etinguisher ith sign

Baclling to earthing grid and co#pact the ground sur$ace in depths o$ 3## co#to 95D >od '8*/ densit&

*he eca%ation in insitu #aterial $or construction o$ 1## ide 5## deep crein$orced concrete trenches including bends and Junctions to include 1## dia#edrain pipe at 4# centres at the botto# o$ the trench

*he eca%ation in insitu #aterial $or construction o$ 5## ide 5## deep carein$orced concrete trenches including bends and Junctions to include 1## dia#edrain pipe at 4# centres at the botto# o$ the trench

'ubsoil "rain'uppl&, la& and Joint 2 16## dia#eter pre$erated u@ pipe to be laid 11

belo HG7 in trench hich is to be lined ith geo$abric #aterial (bide# gade 6) anbacll ith 5 to 5## dia#eter stone, including eca%ation, te#porar& support oeeping eca%ations dr&, co#plete (re$er to draing no. LLL :24-2)

@onstruct cast insitu concrete #anhole ith lid and including eca%ation in insitu #te#porar& support o$ sides, eeping eca%ations dr&, co#plete (re$er to draing no.:24-2)

@onstruct cast insitu septic tan o%erall si


67/145

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1## "ia#eter %entilator @ pipe ith bend

1## "ia#eter concrete pipe

'uppl&, la&, Joint and bed 16## "ia#eter u@ pipe including necessar& bends an

aint 2 la&ers o$ bitu#en to internal sur$aces o$ separator

F $)TER S>(;

B1-4.9..23 page 1:9 .1

B1-4.9..23 page 1:9 .2

8ot ater dispenser capacit& :7

B1-4.9..23 page 1:9 .35## "ia#eter @ pipeB1-4.9..23 page 1:9 .425## "ia#eter @ pipe

B1-4.9..23 page 1:9 .515## "ia#eter @ pipe

: R%)D ' )CCESS )ND INTERN)(

:.1 )ccess roa0


B1-4.9..15 page 156 'ub-Base o$ G5 #aterial co#pacted to 9:D >/" '8*/

B1-4.9..15 page 156 +et-#i road base o$ G6 #aterial @o#pacted to 9:D >/" '8*/

B1-4.9..15 page 15: 4## *hic earing course o$ bitu#en #acada# grade 6 penetration

:.2 Interna roa0


B1-4.9..15 page 156 'ub-Base o$ G5 #aterial co#pacted to 9:D >/" '8*/

B1-4.9..15 page 156 +et-#i road base o$ G6 #aterial @o#pacted to 9:D >/" '8*/

B1-4.9..15 page 15: 4## *hic earing course o$ bitu#en #acada# grade 6 penetration

:.3

B1-4.9..15 page 156 :.4

B1-4.9..15 page 159 :.5

B1-4.9..3 page 139 :.6

B2-4..9 page :1 :.erbing including bends and end pieces

B1-4.9..1 page 146 :.:

'top sign

ield sign

ainting o$ paring lines

;)RD $%R&S

9.1

B1-4.9..1 page 11 9.2

B1-4.9..1 page 11 9.35# +ide #otorised electric $ence, ith a $ra#e height that #atch t

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