SUMMARY OF BILL OF QUANTITIES - EMONDLO 88/22kV … of Quantities... · SUMMARY OF BILL OF...

Page No Description Total

1 Bill No 1 - Preliminary and General

3 Bill No 3 - Control Room

2 Bill No 2 - External Works

SUMMARY OF BILL OF QUANTITIES - EMONDLO 88/22kV SS

TOTAL

ITEM

NO.DESCRIPTION UNIT QTY RATE

TOTAL PRICE

(SA RANDS)

1 Fixed Charge Items

1.1

Provision for compliance with all the General Conditions

of Contract, Special Conditions of Contract, All

necessary insurances required to adequately cover the

works, Workmans Compensation, Travelling, Out-of-

Town Allowance, Maintenance and Guarantee periods,

etc.

Sum 1

1.2

Establish facilities on site. The Contractor shall provide

a fenced space with fence at least 1.8m high with a

lockable gate for a temporary Site Office and Stores

where all drawings and Specifications will be kept, as

well as the provision of safe and secure storage space

for all material. This item will include the setting up and

maintenance of an inventory management system

(Kardex or similar).

Sum 1

Facilities for Contractor :

a) Offices & storage sheds Sum 1

b) Establishment of staff accommodation, office

accommodation on site for site

meetings and a Clerk of Works including office

furniture and telephone / telefax

as specified and facilities.

Sum 1

c) Ablution & latrine facilities Sum 1

d) Tools & equipment Sum 1

e) Water supplies, electric power & communications Sum 1

f) Dealing with water Sum 1

1.3 Other fixed charge obligations Sum 1

1.4

Removal of all items indicated above upon completion

of construction and making good and restoring of the

Site to the satisfaction of the Project Manager.

Sum 1

1.5 Provision of "As Built" drawings. Sum 1

1.7

Reconciliation and transportation of unused free-issue

materials to Eskoms operational stores, upon

authorisation by the Client.

Sum 1

1.8Provision of samples of materials to be used (only

materials supplied by contractor).Sum 1

1.9

Provision for the compilation of the Construction

Programme, to be done in MS Project and updated on

a fortnight basis and Quality Assurance Programme for

the works.

Sum 1

2 Occupational Health & Safety Requirements

2.1 Provision for Legal and Contractual Compliance. Sum 1

2.2Provision of personal protective equipment and clothing

for all the contractor's staff, including sub-contractors.Sum 1

2.3Provision of safety measures, e.g.. Fall arrest systems,

shoring for safety purposes etc.Sum 1

2.4 Compliance with OH&S Act & Construction Regulations. Sum 1

3Compliance with the Requirements for the

Expanded Public Works Programme

Note: The reports are to be submitted with the

contractors monthly invoice.

3.1Compliance with the Requirements for the Expanded

Public Works Programme (incl. monthly reports).Sum 1

SUB TOTAL (BILL 1) PAGE 1 B/F

BILL 1 - PRELIMINARY & GENERAL

ITEM

NO.DESCRIPTION UNIT QTY RATE

TOTAL PRICE

(SA RANDS)

BILL 1 - PRELIMINARY & GENERAL

4 Time Related Items

4.1 Operate and Maintain Facilities on Site

Facilities for Contractor:

a) Offices & storage sheds Month 6

b) Ablution & latrine facilities Month 6

c) Tools & equipment Month 6

d) Water supplies, electric power & communications Month 6

e) Dealing with water Month 6

4.2Contract management and full time supervision of the

worksMonth 6

4.3 Overhead costs Month 6

4.4Community Liaison Officer conversant in Zulu and local

cultural normsMonth 6

Safety Officer

4.5

Contractor shall provide a competent Safety Officer to

ensure the safety of all individuals on site. The Safety

Officer is to ensure all construction and safety

regulations are adhere to on site.

Month 6


SUB TOTAL CARRIED TO SUMMARY PAGE

ITEM NO. DESCRIPTION UNIT QTY RATETOTAL PRICE

(SA RANDS)

1 EARTHWORKS

1.1 EXCAVATION OTHER THAN BULK

1.1.1 Excavation in earth not exceeding 2m deep

1.1.1.1 Trenches for foundations and cable ducts m3 7.46

1.2 SOIL POISING

1.2.1

Approved brand of anti - termite poison

applied by a Registered Pest Control

company and guaranteed against termite

infestation for ten:

1.2.1.1 Under floors , etc. m2 17.20

2CONCRETE , REINFORCEMENT &

FORMWORK

2.1 UNREINFORCED CONCRETE

2.1.1 Concrete 25Mpa / 19mm stone in :

2.1.1.1 Steps and foundation m3 2.58

2.1.2 Concrete 30Mpa / 6mm stone in:

Micro concrete topping m3 0.86

2.2 REINFORCED CONCRETE

2.2.1 Concrete 25Mpa / 19mm stone in :

2.2.1.1 Raft concrete slab m3 2.58

2.2.1.2 Edge beams m3 1.40

2.2.1.3

Cast in-situ concrete roof slab reinforced with

Y10 bars to the bottom of slab both ways, witu

50mm concrete cover.

m3 2.78

2.3 TEST CUBES

2.3.1Making and testing 150 x 150 x 150mm

concrete strength test cube (provisional) No. 6.00

2.4 Concrete Sundries

2.4.1 Dip groove all round bottom of roof slab m 12.43

2.5 FORMWORK

2.5.1 Rough formwork to :

2.5.1.1 Steps. m2 0.50

2.5.1.2 Edge beams m2 7.46

2.5.2 Smooth formwork to :

2.5.2.1 Soffits of raft concrete slab m2 17.20

2.5.2.2Roof slab propped up exceeding 1,5m and not

exceeding 3,5m highm2 12.43

SUB TOTAL B/F

BILL 2 - CONTROL ROOM


(SA RANDS)


2.6 REINFORCEMENT

2.6.1 Fabric reinforcement :

2.6.1.1Type 245 'BRC Weldmesh' in concrete to top

and bottom of raft foundation with 50mm coverm2 20.25

2.6.2Mild steel reinforcement to structural

concrete work

2.6.2.1 10mm diameter bars t 0.28

2.6.3High tensile steel reinforcement to

structural concrete work

2.6.3.1 10mm diameter bars t 0.30

3 MASONRY

3.1 BRICKWORK

3.1.1Brickwork of Clay NFP 17Mpa in class 1

mortar:

3.1.1.1

280mm Hollow walls for two half skins

including wire ties , 150mm brickforce and

concrete infill. The rate shall be deemed to

included toothing a jointing to existing

structure.

m2 37.00

3.2 FACE BRICKWORK

3.2.117Mpa min clay FBS/FBX face brick with

half round ruled joints finish:

3.2.1.1 Extra over brickwork for facing m2 37.00

SUB TOTAL C/F


(SA RANDS)


3.3 BRICKWORK SUNDRIES

3.3.1 Brick reinforcement :

3.3.1.1150mm Wide reinforcement built in

horizontallym 97.00

3.3.2 Bagging of 1:6 cement and sand mixture :

3.3.2.1 On brickwalls. m2 35.66

4 WATERPROOFING

4.1 DAMPROOFING TO WALLS AND FLOORS

4.1.1

One layer 375 microns Gunplas

"Brikgrip"embosed polythelene damp

proof course:

4.1.1.1 In walls m2 12.00

4.1.2One layer 250 microns "Gundle" USB

Green on:

4.1.2.1 Under raft slab m2 24.55

4.1.3ABE "Brickseal" bitumen emulsion

waterproof coating:

4.1.3.1 On bagged brick walls. m2 17.83

Sundries

4.2.1.2 Air Vents No. 2.00

4.2.1.3 Lintels No. 2.00

4.2WATERPROOFING TO ROOF,

BASEMENTS ETC

4.2.14mm "Index Fidia MS" by ABE

waterproofing:

4.2.1.1 On flat roofs . m2 20.25

SUB TOTAL B/F


(SA RANDS)


5 METALWORK

5.1 PRESSED STEEL DOORS & FRAMES

5.1.1Xpanda 2610 x 1595mm galvinised steel

double control room door complete with frame.No 1.00

5.1.250 x 50 x 5mm Galvanised MS angle 1600mm

long set into floor slab for doorsNo. 1.00

5.1.3 1500 x 900mm Alumininum Awning m 1.50

6 PLASTERING

6.1 SCREEDS

6.1.1 Screeds on concrete:

6.1.1.1

Variable thickness (50mm to 100mm) laid to

falls, on roof slab to receive waterproofing

membrane

m2 20.25

6.2 INTERNAL PLASTER

6.2.1 15mm Thick cement plaster (1:4) on:

6.2.1.1 Walls. m2 47.25

7 PAINTWORK

7.1 PAINT ON PLASTER , ETC

7.1.1 Two coats 'Wall and All' - white on:

7.1.1.1 Plastered walls internally. m2 37.01

7.1.2 Two coats 'Plascon Polvin' - white PVA on:

7.1.2.1 Concrete ceiliing m2 20.25

7.1.3Three coats 'Epiduct' Epoxy floor paint -

green on:

7.1.3.1 Control room floor m2 20.25

7.1.3.2 Toilet floor m2

7.1.3.3 Storeroom floor m2

8 PLUMBING AND DRAINAGE

8.1Supply and install150mm OG Industrial

aluminium gutter with 6 eaves brackets. m 4.55

8.2Extra over for eaves gutter for outlet for 100 x

75mm downpipeNo. 1.00

8.3 100 x 75mm aluminium down pipe. m 3.84

8.4Extra over for 150 x 100mm profile eaves

gutter for stoppend No. 2.00

8.5Extra over 100 x 75 mm rainwater pipe for

shoe No. 1.00

SUB TOTAL C/F


(SA RANDS)


9 DIFFUSERS, GRILLES, ETC

9.1

250mm dia 'Supavent' ventilators or 350mm

dia 'Whirlybird' roof ventilators complete with

right angle bend fitted through walls as per

manufactures instructions.

No. 1.00

10 ELECTRICAL WORK

10.1Supply and install complete internal wiring as

per drawing ER00559 19-03-00Item 1.00

10.2

HDG GS550 GRIDSPAN 'O' line or equal wire

mesh tray fixed to 41,3 x 20,6 x 2,5mm

OL3300 HDG channel support brackets at

800mm centers with gridspan brackets and

screws. Fixed to wall with 3 x m8 x 100mm

CSK exp bolts at 800mm centers in

controlroom and 650 x 41.3 x 2,5mm

cantilever arms in control room AS PER

DRAWING ER00559 19-02-00

10.2.1 CABLE TRAY, MESH, Heavy Duty, 100mm Wide x 3mm 0.00

10.2.2 CABLE TRAY, MESH, Heavy Duty, 600mm Wide x 3mm 0.00

10.3

50 x 3mm Flat copper bar earth strap fixed on

DMC stand off insulators and connect to cable

racking via 120mm2 insulated tails with

gridspan brackets and screws at 1000mm

centers and connect to earth mat AS PER

DRAWING ER00559 19-05-00.

Item 1.00

10.425mm Diameter UPVC telephone line conduit

pipe.m 0.00

10.5 Testing and issuing of Compliance Certificate Item 1.00

SUB TOTAL CARRIED TO SUMMARY PAGE

ITEM NO. DESCRIPTION

SANS /

DRAWING

NUMBER

UNIT QUANTITY RATE AMOUNT

1 Earthworks, Roads and DrainagePlease Note: Contractor is to undertake site

survey and quantity verification and price

accordingly.Demolitions

Break up and Remove Existing resevoir including

foundations etc.No.

Earthworks for Road and Yard Platforms

1.1 Site Clearing SANS 1200C

1.1.1

Clear site of trees, shrubs, debris etc and

dispose, where instructed by Environmental

Compliance officer and given in writing by the

Engineers Representative.

8.2.1 m2 2200

1.2

Earthworks

Please Note: Contractor is to undertake site


accordingly. Contractor is price for all risks under

this item, no compensation will be granted during

the Construction stage should the quantities

increase more than the stipulated amount in the

Contractor's priced Bill of Quantities.

SANS 1200D

Preparation of site and stripping of topsoil and

grass to a depth of 250mm and stockpile (incl.

Terrace Area and Access Road).

To be stockpiled in an accessible position

adjacent to the site. Stockpile to be separate

from the "Cut to spoil" stockpile.

8.3.2 m3



Terrace Area and Access Road). To be

stockpiled in an accessible position adjacent to

the site. Stockpile to be separate from the "Cut to

spoil" stockpile. Stockpile to be contained to

prevent erosion as per the detailed specification.

Topsoil to be used later as stipulated and

instructed by the ECO for rehabilitation purposes.

8.3.2 m3

1.2.1



Terrace Area and Access Road). To be


the site. Stockpile to be separate from the "Cut to

spoil" stockpile. Stockpile to be contained to


Topsoil to be used later as stipulated and

instructed by the ECO for rehabilitation purposes.

8.3.2 m3 300

Cut to fill for access road and yard platform

compacted to 93% MOD AASHTO in all

materials within the site, measured in cut.

SANS

1200DM

8.3.4 m

3

BILL 2 - EXTERNAL WORKS


SANS /

DRAWING

NUMBER



Extra over item 1.1.2 for excavation of boulders

and hard rock (provisional).

All rock and boulder holes to be verified by the

Project Engineer prior to excavation.

Note: Rate to include excavation, backfill and

compaction.

8.3.2

Rock excavations using non explosive methods m3

Excavation of boulders m3

Cut to spoil in all materials, measured in cut

(provisional). To be stockpiled in an accessible

position adjacent to the site. Stockpile to be

separate from the "Topsoil" stockpile. Stockpile

to be contained to prevent erosion as per the

detailed specification. Stockpile soil to be used

later as instructed by the Engineer and as per the

detailed specification and drawings.

8.3.2 m3 0

Cut to fill and Compact to 90 % of modified

AASHTO maximum density8.3.4 m

3

1.2.2Borrow to fill (G8) and Compact to 90 % of

modified AASHTO maximum density8.3.4 m

3 4500

1.2.3Stockpile to fill or landscaping of fill banks as

instructed by Engineer (provisional). m

3 330

1.3

Treatment of Road Bed and Yard Platform








8.3.3

1.3.1

Ripping material in cut and fill areas to depth of

150mm and recompacting to 90% MOD

AASHTO.m

3 355



AASHTO (with G9 in-situ material).m

3

Lay, install and place Rock grid PC geotextile

fabric on the road



AASHTO (with min. G10 in-situ material).m

3

Sub-Base (Road and Yard Platforms)








SANS

1200ME

Construct gravel sub-base layer (150mm thick)

using imported G7 material from commercial

source compacted to 95% MOD AASHTO. Note:

Certificate to be provided for the required

material. If Quarry cannot provide certificate,

Contractor to provide Geotech Specialist to

certify the material and provide certificate.

8.3.3 m3


SANS /

DRAWING

NUMBER





source compacted to 95% MOD AASHTO.

Note: Certificate to be provided for the required


Contractor to provide Geotech Sample

8.3.3 m3



source compacted to 93% MOD AASHTO.



Contractor to provide Geotech Specialist to


1.3.2

Construct sub-base layer in 150mm thick layers


source compacted to 93% MOD AASHTO

(provisional).

Note: Certificate to be provided for the

required material. If Quarry cannot provide

certificate, Contractor to provide Geotech

Specialist to certify the material and provide

certificate.

8.3.3 m3 55

Concrete Panels to Acces Road 200mm Thick ,

25 Mpa with cover to steel at 50mm. Each Road

Panel Mesh to Be earthed at one end only.

Concrete to be cured by ponding or curing

compound. Sawuts must be formed within 24

Hours.

m3

Construction Joints to Access Road at 5 meter

intervals. Saw cut 50mm deep and filled with self

sealing silicone Joint sealant and 40 x 6mm

Pressfit Neoprene Seal and Bond Breaker

m

Base (Road and Yard Platforms)








SANS

1200MH

Construct base (150mm thick) using imported G4

graded crusher stone compacted to 95% MOD

AASHTO.



Contractor to provided Geotech Specialist to


8.3.3 m3



AASHTO.



Contractor to provided Geotech Specialist to



SANS /

DRAWING

NUMBER



Source of Materials (Including topsoil, sands,

natural gravels, crushed stone, clay liners, etc)

Contractor to comply with the EMP in terms of

providing a source statement, signed document

from the supplier of natural materials and all other

necessary documentation as stipulated in the

EMP under "Checklist - Construction Phase"

items 22 -24.

Sum

Base (Road and Yard Platforms)SANS

1200MH



AASHTO. Note: Certificate to be provided for

the required material. If Quarry cannot

provide certificate, Contractor to provided

Geotech Specialist to certify the material and

provide certificate.

8.3.3 m3

Concrete Kerbing and Channelling SANS

1200MK

Cast in-situ 'Type A Edge of Stone Kerb Detail'

concrete kerbing as per Eskom Standard

Drawing ER00241 Set 16 (Sht 5) Rev 00, all

inclusive.

8.2.1 m

Precast concrete fig 6 mountable 'Drive Up Kerb

Detail' as per Eskom Standard Drawing ER00241

Set 16 (Sht 5) Rev 00, all inclusive.

8.2.1 m

1.4 Surface Finishes SANS 1200D

1.4.1a) Spreading of Topsoil stockpile over the fill

banks as per the detailed specification.8.3.10 m

2 150

Cast in-situ 'Type A Edge of Stone Kerb Detail'

concrete kerbing as per Eskom Standard

Drawing ER00468 Set 20 (Sht 4 Rev 01, all

inclusive.

8.2.1 m

1.4.2 Yardstone SANS 1200D

1.4.3

100mm thick layer of 26.5mm granite single size

unweathered stone (to cover yard platform)

NOTE: Stones need to be washed before being

laid on platform

m3 0

1.4.4

Yard platform to be poisioned using Herbicides or

approved equivalent (including a certificate) Prior

to laying of stones as detailed in specificationsm

2 0

1.5 KERBS

1.5.1 Typ 'A' edge of stone kerb(FIG 6) m 138

2 STORMWATER DRAINAGE (SABS 1200 LE)

HEADWALL

Headwall including Dissipator ER00241/16/02 no

CONCRETE DRAINS

CONCRETE CUT-OFF DRAIN 1400MM WIDE

2.1Excavation in earth not exceeding 1.5m deep for

V drain.m

3 42

CONCRETE V- DRAIN 1000MM WIDE

Excavation in earth not exceeding 2m deep for

trench.m

3

20Mpa unreinforced concrete for the V drain. m3

Rough formwok to exposed side of concrete v-

drain.m2

0,15mm Polyethylene sheeting expansion joint

between concrete bottoms of channels exceeding

300mm wide.

m2

15mm Deep horizontal construction joints

through concrete including 10mm polystrene

sheet and a mastic sealer .

m

CONCRETE V-DRAIN 800MM WIDE

Excavation in earth not exceeding 1.5m deep for

V drain.m

3


SANS /

DRAWING

NUMBER




trench.m

3

20Mpa reinforced concrete for the V drain. m3

Rough formwok to exposed side of concrete v-

drain.m

3

0,15mm Polyethylene sheeting expansion joint

between concrete bottoms of channels exceeding

300mm wide.

m2

15mm Deep horizontal construction joints

through concrete including 10mm polystrene

sheet and a mastic sealer .

m

Ref: 245 Mesh fabric reinforcement m2

Cable crossing

Supply and install 5x(110mm PVC cable ducts for

road crossing). The rate include excovation,

excovations measured else where.

sum

Concrete cable crossing

Supply and install conrete cable crossing which

consist of a 300mm diameter pipe sum

GATE AND ROAD CONRETE DRIFTS


trench.m

3

20Mpa unreinforced concrete cast against

excavated surfaces.m

3

Type 245 fabric reinforcment in concrete. m2

2.2 BOULDER STONE DISSAPATOR

2.3Excavation in earth not exceeding 2m deep for

hole.m

3 0.9

2.4Risk of collapse to sides of dissipator excavation

not exceeding 1,5m deep.m

2 3.14

2.5 100 - 150mm Boulder stone dissipator . m3 0.9

REINFORCEMENT

Mild steel reinforcement to structural concrete

work:R10 mm Diameter bars. tonne

High tensile strength steel reinforcement to

structural concrete work:

R10 mm Diameter bars. ton

Retaining Wall

Excavate in all materials, trim , backfill, compact

and dispose of surplus within site for retaining

walls as per Drawings

SANS

1200GA m

3

Construct foundation to Corobrick Geolok 400 or

Similar Approved Retaining Wall using class

20MPA concrete , complete as per Drawings

8.4.3 m3

Construct foundation to Terraforce-Type L13 or

Similar Approved Retaining Wall using class

20MPA concrete, complete as per Drawings

ER00272 Set 17 (Sht 01 & 09) Rev 00.

8.4.3 m3

Construct retaining wall not greater than 2.0m

high, as per Eskom Drawing ER00272 Set 17

(Sht 01 & 09) Rev 00, including backfill between

cut bank and blocks using G9 quality material

from site compacted to 93% MOD AASHTO.

Construct retaining wall using Terraforce L13

blocks or similar approved. Earthworks

contractor to finish cut banks to a slope of 60°.

8.6 m2

Construct retaining wall using Corobrick Geolok

400 or similar approved, as per Drawing

ER00468 Set 20 (Sht 04) Rev 01, including

backfill between cut bank and blocks using G5

quality material from commercial source

compacted to 93% MOD AASHTO. Earthworks

contractor to finish cut banks to a slope of 60°.

8.6 m2

Construct Subsoil Drain as per Drawings

ER00468 Set 20 (Sht 4 Rev 01 including

perforated pitchfibre 160mm dia agricultural pipe,

19mm stone.

m


SANS /

DRAWING

NUMBER



Construct Subsoil Drain as per Drawings

ER00272 Set 17 (Sht 01 & 09) Rev 00 including

perforated pitchfibre 100mm dia agricultural pipe,

19mm stone and filter fabric U24.

m

Pipeworks

SANS 1200D

&

SANS

1200DB

Earthworks (Pipe Trenches)

All excavations to be kept free of water by hand

or machinery.

Excavate in all materials for trenches for

stormwater pipes, culverts, inlet and outlet

structures, backfill and compact and dispose of

surplus within site for:

8.3.2

a) Depth not exceeding 1.5m m3

b) Depth not exceeding 3.0m m3

b) Depth not exceeding 2.0m m3

Imported backfill material extra over item 3.1 for: 8.3.2

a) 19mm single sized stone m³

Excavate in all materials for V-drains and cut-off

drains including forming of banks.To be


the site. Stockpile to be separate from the

"Topsoil" stockpile. Stockpile to be contained to


Stockpile soil to be used later as instructed by the

Engineer and as per the detailed specification

and drawings.

8.3.2 m3


SANS /

DRAWING

NUMBER



Extra over item 1.3.1 and 1.3.2 for excavation of

boulders and hard rock (provisional).

All rock and boulder holes to be verified by the

Project Engineer prior to excavation.

Note: Rate to include excavation, backfill and

compaction.

SANS

1200DB

8.3.2

Rock excavations using non explosive methods m3

Excavation of boulders m3

BeddingSANS

1200LB

Supply of bedding by importation from

commercial sources when instructed in writing by

the Engineer for clean coarse river sand.

8.2.2.3 m3

Supply and lay concrete spigot and socket pipes

with rubber seals on Class "C" bedding for Oil

Dam :

SANS

1200LE

8.2.1

a) 300mm Diameter Concrete Pipe m

Supply and lay concrete spigot and socket pipes

with rubber seals on Class "C" bedding for

Stormwater:

SANS

1200LE

8.2.1

a) 600mm Diameter class 100D m

a) 300mm Diameter class 100D m

b) 450mm Diameter class 100D m

Accessories 8.2.10

Construct Concrete Headwall and Stone

Dissapator, complete as per Eskom Drawing

ER00468 Set 17 (Sht 1) Rev 00, including

excavation and backfilling for:

8.2.8

a) Pipe diameter 600mm No

a) Pipe diameter 300mm????????? No

b) Pipe diameter 450mm No

Cast in-situ grade 20MPA concrete 'Type V1'

open drains, complete as per Eskom Drawing

ER00468 Set 20 (Sht 4 Rev 01- including

formwork, joints and finishing.

SANS 1200

LE

8.2.5m

3

Construction Joints at 5meter intervals to V Drain

and Cut off Drains. Joints filled with 10mm

Polystyrene sheets cut to suite, Joints to be

raked out 15mm Deep and Sealed with suitable

Mastic Sealer and 10 x 10mm Neoprene Seal

m

Cast in-situ grade 20MPA concrete lined cut -off

drains, complete as per Eskom Drawing

ER00468 Set 20 (Sht 4 Rev 01 - including

formwork, joints and finishing.

8.2.5m

3

Excavate for and construct Manhole 1 and

Manhole 2 as per drawing ER00468 Set 20,

including all necessary brickwork and concrete

work.

No.

150mm Polyethylene Sheeting to V - Drain and

Cut Off Drainsm2

Cast in-situ grade 25MPA drainage drift,

complete as per Drawing ER00468 Set 17 (Sht

1) Rev 00 - including excavation, formwork and

finishing.

8.2.5 m3

Cast in-situ grade 30MPA concrete Slab over

Cable ducts, complete as per Drawing ER00272

Set 17(Sht 1) Rev 00 "Detail A" - including

excavation, formwork and finishing.

8.2.5 m3

Supply and Install BRC Mesh Ref. 245 as per

Drawing ER00272 Set 17(Sht 1) Rev 00 "Detail

A".m

2

Construct Boulder Lined Stone Dissipater,

600mm Deep and 4000mm Diameter all inclusive

as per Eskom Standard Drawing ER00241 Set

16 (Sht 2) Rev 00

8.2.2 No.

Cable Ducts

Earthworks (Pipe Trenches)SANS

1200DB

Excavate in all materials for trenches for ducts,

backfill and compact and dispose of surplus

within site for depth not exceeding 1.5m.

8.3.2 m3

Imported backfill material extra over item 1.4.1

for clean coarse river sand.8.3.2 m

3


SANS /

DRAWING

NUMBER



Supply and Install BRC Mesh Ref. 245 to Cable

duct slab and drainage drift as per Drawing

ER00271 Set 17(Sht 1) Rev 00 "Detail A" and

Drawing ER00241 Set 16(Sht 04) Rev 00.

m2

Supply and install uPVC piping and fittings in

sleeves to road crossing, etc. - including draw

wires in all pipes.

8.2.5

a) Set of 5, 160mm Diameter pipes in ground not

exceeding 1m deep to invert.Sum

PVC Sleeve 6meters long, 100mm Diameter pipe

, 500mm deep in the ground. (For Fibre Cables )Sum

Tests

Soil and Compaction tests Sum

EXCAVATIONS, ETC

Excavation in earth not exceeding 2m deep

Trenches m3

Risk of collapse of excavations

Sides of trench excavations not exceeding 1,5m

deepm2

Keeping excavations free of water

Allow for keeping excavations free of water other

than subterranean water Item

Earth filling obtained from the excavations and/or

prescribed stockpiles on site (not compacted)

Over site m3

Extra over bulk excavation in earth for excavation

in

Soft rock m3

Hard rock m3

CONCRETE, FORMWORK AND

REINFORCEMENT

25MPa/19mm Concrete reinforced concrete

Strip footings, etc m3

Upstand beam m3

PRECAST CONCRETE

Installation of goelock blocks m2

SUB-SOIL DRAIN

TRENCH - STONE FILLED DRAIN

(Underground), with 2X PVC PIPE, CORE

DRAIN, 160mm Dia. folded with BIDDUM, U24,

2.5m wide

m

EMBANKMENTS

Cut to spoil m³

GABION RETAINING WALL

Gabion retaining wall m³

MISCELLANEOUS

Typ 'A' edge of stone kerb(FIG 6) m

CONSTRUCTION OF TRANSFORMER PLINTH

AND EQUIPMENT FOUNDATIONS 4

All excavation rates to include for back filling and

compacting where appropriate and provide for

the spillage of the excess excavated soil to a

distance of 2 km max. from the site.


SANS /

DRAWING

NUMBER



Construction of transformer plinth. No

Concrete and brick work required for the Oil Dam

(incl. Manhole and 300mm diameter concrete

pipe with collars, spigots, sockets, outlet pipe

clamps, steel reinforcement, etc.) - Complete.

Each

Eath Mat InstallationSupply and install Earth Mat and Earth Tails as

per Eskom Earthing Standard D-DT-5240

(Sheets 01 to 21), Eskom Foundation Drawings

and Design Drawings ER00271 Set 17 (Sheet 6,

7 and 8). All excavations to be kept free of water

by hand or machinery.Earthworks (Excavation, Backfilling and

Compaction)

The rate shall include the transportation,

materials and labour required to excavate,

backfill and compact. Backfilling to be

compacted to the same specification as that of

the rest of the Substation Platform.

Excavation for Earth Mat (300mm Wide x

1000mm Deep Trench).m

3

Excavation for Equipment and Fence Tails

(300mm Wide x 1000mm Deep Trench).m

3

Excavation for Concentric Earth Mat, 300mm

Wide x 1000mm Deep Trench, as provisional.m

3

Supply and Installation of Earth Mat & Earth Tails

Supply & Install, the unit rate shall include the

transportation, materials and labour required to

install the following plant to undertake associated

Earth Mat works.Concentric Grid for Ground Potential Rise

prevention earthing (10mm diameter Annealed

Copper Rod for purposes of Earth Mat), as

provisional.

m

Horizontal Grid (10mm diameter Annealed

Copper Rod for purposes of Earthmat). m

Equipment and Fence Tails (3 x 50mm Flat

Annealed Copper) - For purposes of earthing

tails, tying together of foundation bolts, etc.

m

Welding and bonding of Joints and Terminations

Supply & Install, the unit rate shall include the

transportation, materials and labour required to

complete the following Welding and Bonding of

Joints and Terminations as per Detailed

Specification.

T – Joint Each

Crossings Each

Equipment and Fence Earth Tails to Main Earth

matEach

Bonding of earth tails to steel supports/fence Each

Earthing of the transformer - Exothermically

welded. Works to be done by an Eskom

approved Contractor.

Each

Connection of the two closest legs of the 132kV

Terminal Tower to the EarthmatEach

Bonding of gates to gate posts with 70mm2

flexible copper conductor.Each


SANS /

DRAWING

NUMBER



Excavation for eathmat not exceeding 2m deep m3

Backfill where excavations have been done m3

Supply and delivery of 10mm diameter black

copper rod for purposes of earth matkg

Supply and delivery of 50 x 3mm black copper

strap for purposes of earthing tails, tying together

of foundation bolts, etc

kg

Take delivery (Eskom to free-issue) of 10mm

diameter black copper rod for purposes of earth

mat

kg

Take delivery (Eskom to free-issue) 50 x 3mm

black copper strap for purposes of earthing tails,

tying together of foundation bolts, etc

kg

Install 10mm diameter black copper rod for

purposes of earth matkg

Install 50 x 3mm black copper strap for purposes

of earthing tails, tying together of foundation

bolts, etc

kg

Install 10mm diameter black copper rod for

purposes of earth matkg

Install 50 x 3mm black copper strap for purposes

of earthing tails, tying together of foundation

bolts, etc

kg

Joints and terminations to copper conductor:

Round -to-roundNo

Joints and terminations to copper conductor:

Round -to-flatNo

Exoweld connections to transformer and other

structures. Each connection consisting of 2 x

16mm diameter copper coated steel rods,

exowelded to the eartmat at one end, and

suitably connected to the transformer earthing

pads on the other. Exowelding to b

Rate only

Joints and terminations to copper conductor: Flat

or round copper to fence and gate posts, as well

as other items, excluding foundations bolts, which

is regarded to part of the foundation rate

No

Tying of gates with 70mm² flexible copper

conductor as specified, to gate posts, including

supply of conductor, lugs, etc

No

Testing

Allowance shall be made for the testing of the

Earth Mat in accordance with SANS 10199 and

Eskom Specifications (SCSASAAL9 Rev2 and

SCSASABK3 Rev0). Included shall be the

provision of test certificates and all

documentation as required. Tests to be done

using the 61.8% and four potential method .There

shall be two of these tests done diagonally on the

opposite sides of the substation platform.Test

shall be approved and witnessed by the Project

Engineer or Site Representative.The above

mentioned needs to be carried out by a

professional earthing contractor.


SANS /

DRAWING

NUMBER



Measuring of Earth Mat Resistance (in

accordance to SANS 10199).SANS 10199 Sum

Soil Resistivity Testing

Allowance shall be made for the testing of the

Soil Resistivity in accordance with SANS 10199

and Eskom Specifications (SCSASAAL9 Rev2

and SCSASABK3 Rev0). Test to be done only

after completion of the Cut and Fill for the

platform. Included shall be the provision of test

certificates and all documentation as required.

Test to be done using the Wenner method. Two

sets of readings shall be taken diagonally across

the site, maintaining the centre position of the

probes. Test shall be approved and witnessed

by the Project Engineer or Site Representative.

The above mentioned needs to be carried out by

a professional earthing contractor.

Measuring of Soil Resistivity Sum

FOUNDATION

It is the contractor's choice to either over

excavate and use formwork, or to cast the

foundation concrete to excavated surfaces.

Whatever the choice, the contractor will only be

paid for the excavation quantities equal to the

underground concrete volume

Excavations For Transformer Plinth, Foundations,

Oil Dam, Bund wall and Fence.

Supply and Installation of Fence and Gates

All excavation rates to include for backfilling and

compaction and also to provide for the spoiling of

the excess excavated soil to a maximum

distance of 2 km from the site. Excavations are to

be priced for all soil types. All excavations to be

kept free of water by hand or machinery.

Excavation of Transformer Plinth and Oil Bund

Wall

Transformer Oil Bund Wall

Oil Holding Dam Each

Excavation of all Support Foundations

132kV Column0.54/341 Rev

7Each

132kV Isolator

D-DT-5202

Set 2

(Sht 1) Rev

11

Each

132kV Circuit Breaker

D-DT-5200

Set 2

(Sht 1) Rev 6

Each

132kV Current Transformer/ 2.5m Medium

Equipment Support

D-DT-5206

Set 6

(Sht 1) Rev 6

Each

132kV Voltage Transformer/ 2.5m Medium

Equipment Support

D-DT-5206

Set 6

(Sht 1) Rev 6

Each

14m Lightning/Lighting Mast

D-DT-5217

Set 7

(Sht 1) Rev 4

Each

22kV NECRT

D-DT-5207

Set 4

(Sht 1) Rev 7

Each

Excavation of all Support Foundations Continued

22kV Isolator

D-DT-5205

Set 2

(Sht 1) Rev 6

Each


SANS /

DRAWING

NUMBER



22kV "Dogbox" Circuit Breaker

D-DT-5216

Set 2

(Sht 1) Rev 4

Each

Cable End Support

ER00125

Set 16

(Sht 1) Rev

00

Each

Mobile Earthing Points

ER00241

Set 16

(Sht 8) Rev

00

Each


Equipment Support

D-DT-5206

Set 6

(Sht 1) Rev 6

Each

22kV 'A' Frame (Busbar Feeder Bay,

Intermediate Feeder Bay, Busbar Support Bay

and End Feeder Bay)

ER00271

Set 21

(Sht 12)

Each

Fire Barrier Each

Transformer Plinth and Oil Bund WallER00605/20/

01R0

132kV ColumnDDT-

5252/1CR1No.

132kV IsolatorDDT-

5202/AR13No.

132kV Circuit BreakerDDT-

5202/AR8No.


Equipment Support

DDT-

5202/AR8No.

132 kV Column Foundation, as per Drawing D-

DT-5209 ShT1No

132 kV Isolator D-DT-5202/2/1r11 No

132 kV BREAKER D-DT-5200/1r4 No

132 kV medium equipment support Foundation D-

DT 5206No

20MVA Transformer Plint ER 003712-20-1&2 No

22kV MV Breaker D-DT5216 No

22-kV Column foundation No

22-KV NEC/R AUX TRFR D-DT-5207/1r5 No

22 kV MV Isolator D-DT5205 Sheet 1 No

22 kV VT Foundation D-DT 5206 No

44kV Column 0.54/326R4 No.

14m Lightning/Lighting MastDDT-

5217/1BR6No.

33/22kV/11kV NECRTDDT-

5207/1R7No.

22kV IsolatorDDT-

5205/1AR8No.

22kV "Dogbox" Circuit BreakerDDT-

5216/1BR6No.

Cable End Support




and End Feeder Bay)

ER00605/21/

10R1No.

Concrete Works

Concrete and Brickwork for Transformer Plinth &

Oil Dam


SANS /

DRAWING

NUMBER



Concrete and brick work required for the 40MVA

Transformer Plinth, Sumps and Slipways (incl.

Bund Wall, Bund Floor, Oil Bund Outlet, drainage

pipe, earthing blots and steel reinforcement) -

Complete as per drawings. Rate to include all

formwork. Refer to Drawing ER00271 Set 17 (Sht

5) for foundation layout.

No.

22kV cable support foundation, 3m No

Mobile TrFr earthing foundations No

Concrete Works

Concrete and Brickwork for Transformer Plinth &

Oil Dam

Concrete and brick work required for the 20MVA

Transformer Plinth, Sumps and Slipways (incl.

Bund Wall, Bund Floor, Loading Plinth, Plinth

Stair, Oil Bund Outlet Manhole, earthing blots,

concrete apron and steel reinforcement) -

Complete.

ER00272

Set 17

(Sht 1, 2, 6 &

7)

Each

2.6

Concrete and brick work required for the 40MVA ,

Sumps and Slipways (incl. Bund Wall, Bund

Floor, Oil Bund Outlet, drainage pipe, earthing

blots and steel reinforcement) - Complete as per

drawings. Rate to include all formwork. Refer to

Drawing ER00271 Set 17 (Sht 5) for foundation

layout.

ER00271

Set 17

(Sht 7, 8 &

10)

Each 0

R - SUB TOTAL CARRIED TO SUMMARY PAGE


SANS /

DRAWING

NUMBER



Concrete and brick work required for the Oil Dam

(incl. Manhole and 300mm diameter concrete

pipe with collars, spigots, sockets, outlet pipe

clamps, steel reinforcement, etc.) - Complete.

Each

Foundations

Casting of Support Foundations (incl. the supply,

delivery and installation of all holding down bolts,

nuts and steel reinforcement). Complete as per

drawings. Rate to include all formwork. Refer to

Drawing ER00271 Set 17 (Sht 5) for foundation

layout. Contractor to include in the rate for

additional concrete and steel reinforcement to the

required foundation heights as per the above

mentioned drawing.

132kV Column 0.54/341 Rev

7Each

132kV Isolator

D-DT-5202

Set 2

(Sht 1) Rev

11

Each

132kV Circuit Breaker

D-DT-5200

Set 2

(Sht 1) Rev 6

Each

132kV Current Transformer

D-DT-5206

Set 6

(Sht 1) Rev 6

Each

132kV Voltage Transformer

D-DT-5206

Set 6

(Sht 1) Rev 6

Each


D-DT-5217

Set 7

(Sht 1) Rev 4

Each

11 kV NECRT

D-DT-5207

Set 4

(Sht 1) Rev 7

Each

22 kV NECRT

D-DT-5207

Set 4

(Sht 1) Rev 7

Each

22kV Isolator

D-DT-5205

Set 2

(Sht 1) Rev 6

Each

22kV "Dogbox" Circuit Breaker

D-DT-5216

Set 2

(Sht 1) Rev 4

Each

Cable End Support

ER00125

Set 16

(Sht 1) Rev

00

Each

Mobile Earthing Points (including earthing bar and

bolts)

ER00241

Set 16

(Sht 8) Rev

00

Each


Equipment Support

D-DT-5206

Set 6

(Sht 1) Rev 6

Each



and End Feeder Bay)

ER00271

Set 21

(Sht 12)

Each

Fire Barrier Sum

Certificates

Concrete work, the Contractor shall take a set of

four cube tests for every batch of concrete.These

shall be crushed at 7, 14 and 28 days with a set

of certificates supplied.

Sum

Yard Stoning & Herbicide m3

100mm thick layer of 26.5mm Granite/Tillite,

single size, unweathered stone (to cover the Yard

platform).

Note: Stone needs to be washed before being

laid on Yard platform.

m2


SANS /

DRAWING

NUMBER



Yard Platform to be poisoned using "Herbicide"

or approved equivalent (including a certificate)

prior to laying of stone as per the detailed

specification and drawing No. ER00272-17-01-

00.

132kV ColumnDDT-

5252/1CR1No.

132kV IsolatorDDT-

5202/AR13No.


5200/1AR8No.


Equipment Support

DDT-

5206/1AR8No.



5217/1BR6No.


5207/1R7No.

22kV IsolatorDDT-

5205/1AR8No.


5216/1BR6No.



and End Feeder Bay)

ER00605/21/

10R0No.

Certificates

Concrete work, Test Certificates Sum

Supply, Delivery, Assembling and Erection of

Steelwork

This activity includes the supply of all bolts, nuts,

washers etc. according to the bolt schedules on

the Standard Drawings and for attaching the

equipment to the steel work. The rate to include

grouting between steelwork and foundation.Refer

to Drawing ER00271 Set 17 (Sht 4) for General

Arrangement and Steelwork Marking Plan.

Steelwork (Complete as per Standard Drawings)

132kV Column 132/C

0.54/336

Rev3 &

0.54/337

Rev5

Each

Beam, 132kV, (132/50/1) 15.240m

0.54/336

Rev3 &

0.54/337 Rev

5

Each

Beam, 132kV, (132/40/1) 12.192m

0.54/336

Rev3 &

0.54/337

Rev5

Each

Earth Wire Support, 132kV, EW, 2.25kN

0.54/336

Rev3 &

0.54/337

Rev5

Each

Support - 132kV Isolator (Installation Only).

Rate to include the supply of all bolts, nuts,

washers etc. for attaching the equipment to

the steel work.

D-DT-5202

Set 2 (Sht 2)

Rev 14

Each

Support - 132kV Surge Arrester Bracket

(Installation Only). Rate to include the supply

of all bolts, nuts, washers etc. for attaching

the equipment to the steel work.

D-WN-315

Rev 7Each

Support - 132kV Current Transformer/ 2.5m

Medium Equipment

D-DT-5206

Set 6

(Sht 3) Rev 6

Each

Support - 132kV Voltage Transformer/ 2.5m

Medium Equipment

D-DT-5206

Set 6

(Sht 3) Rev 6

Each


SANS /

DRAWING

NUMBER




D-DT-5217

Set 7 (Sht 3)

Rev 5

Each

Support - 22kV Isolator.

D-DT-5205

Set 2 (Sht 2)

Rev 6

Each

Support - 22kV NECRT (Installation Only). Rate

to include the supply of all bolts, nuts, washers

etc. for attaching the equipment to the steel

work.

D-DT-5207

Set 4 (Sht 4)

Rev 7

Each

Support - 22kV "Dogbox" Circuit Breaker

(Installation Only) rate to include the supply of

all bolts, nuts, washers etc. for attaching the

equipment to the steel work.

Each

Support - 22kV Voltage Transformer/ 2.5m

Medium Equipment

D-DT-5206

Set 6

(Sht 3) Rev 6

Each

132kV ColumnDDT-

5252/1CR1No.

132kV IsolatorDDT-

5202/AR13No.


5202/AR8No.


Equipment Support

DDT-

5202/AR8No.



5217/1BR6No.


5207/1R7No.

22kV IsolatorDDT-

5205/1AR8No.


5216/1BR6No.

Cable End Support

ER00125

Set 16

(Sht 1) Rev

00

Each

CAP, 1 Dia, Medium Equipment, M1, 57kgD-DT-

5206/3R8Each

14m Lightning/Lighting MastD-DT-

52173R7Each

Support - 22kV NECRT (Installation Only).

Rate to include the supply of all bolts, nuts,

washers etc. for attaching the equipment to

the steel work.

D-DT-5207

Set 4 (Sht 4)

Rev 7

Each

Support - 22kV Isolator. rate to include the

supply of all bolts, nuts, washers etc. for

attaching the equipment to the steel work.

D-DT-5205

Set 2 (Sht 2)

Rev 6

Each

Support - 22kV "Dogbox" Circuit Breaker

(Installation Only) rate to include the supply

of all bolts, nuts, washers etc. for attaching

the equipment to the steel work.

Each

22kV 'A' Frame Structure - Busbar Bay & Busbar

Support Bay

ER00271

Set 21

(Sht 9 & 11)

Each

22kV 'A' Frame Structure - Intermediate Feeder

Bay

ER00271

Set 21

(Sht 10 & 11)

Each

22kV 'A' Frame Structure - End Bay

ER00271

Set 21

(Sht 10 & 11)

Each

Support Cap, 1 Phase , Medium Equipment (for

132kV Current Transformers)

D-DT-5206

Set 6 (Sht 5)

Rev 6

Each

Support Cap, 1 Phase , Medium Equipment (for

132kV Voltage Transformers)

D-DT-5206

Set 6 (Sht 5)

Rev 6

Each

Support Cap, 22kV Voltage Transformer

D-DT-5215

Set 2 (Sht 2)

Rev 1

Each

Fire Barrier (Steelwork and IBR Sheeting) Sum



SANS /

DRAWING

NUMBER





and End Feeder Bay)

ER00605/21/

10R1No.

Fencing and Gates

Supply, Deliver and Install Fence and gates as

per Drawings ER00241 Set 16 (Sht 9 to 11),

Drawings ER00241 Set 17 (Sht 1 to 4) & Drawing

ER00271 Set 17 (Sht 6).

m

2400mm High Galvanised Steel Palisade Fence

(complete with gate posts, corner posts, strain

posts and intermediate posts).

m

2400mm High Galvanised Steel Palisade Fence

(complete with gate posts, corner posts, strain

posts and intermediate posts).

1m Gate (G1) Each

5m Gate (G2) Each

Supply 63mm brass five tumbler padlock with

four keysEach

Fire barrier Support 6m high & 295kg complete

with all IBR Sheeting and any necessary material

D-DT-

5218/2R4Sum

Environmental Management Plan

Marking with sign boards etc as specified,

maintained for the duration of the contract and

removed on completion. Access routes are to be

singular routes for all vehicular access (Bakkies,

trucks, cement mixers, cranes etc. Contractor to

achieve 85% of vegetation rehabilitation

coverage for suitable months.

Compliance with the Enivironmental Management

Plan (EMP)

Compliance with the EMP. Sum

Rehabilitation Procedures

Geotextile establishment along embankments as

per the Eskom specifications, Environmental

Management Plan and Environmental Control

Officer requirements.

m2

Soil improvements prior to vegetation re-

establishment (supply, place and mix into soil)

Fertiliser as per the Eskom specifications,

Environmental Management Plan and

Environmental Control Officer requirements.m

2

Vegetation re-establishment

Grassing to be completed as per the Eskom

specifications, Environmental Management Plan

and Environmental Control Officer requirements.m

2

Excavate for and construct BERM as per drawing

ER00468-20-04-00m

3

Establish fencing using 5 strand, minimun 2.5mm

diameter wire and wooden poles around all

rehabilitated areas. Fence to be to be properly

stable and at 1.5m above ground level and shall

be maintained until the end of the vegetation

maintenance period . Rate to include the removal

of the fencing at the end of the vegetation

maintenance period.

m

Vegetation Maintenance

Maintenance shall include weed eradication and

watering and any additional at relevant intervals

as per the Environmental Management Plan and

Environmental Control Officer requirements to

achieve required coverage.

Month


SANS /

DRAWING

NUMBER



Additional Works

Supply & casting of 25MPa concrete m 3

Personnel

Engineer Hr

Technician Hr

Surveyor Hr

Site Manager Hr

Site Foreman Hr

Health & Safety Officer Hr

Community Liaison Officer Hr

Environmental Practitioner Hr

Archaeologist Hr

Artisan Hr

Skilled labour Hr

Semi-skilled labour Hr

Labourer Hr

Plant and Equipment

Low bed horse and trailer km

8 ton Truck km

8 ton Truck with crane km

7 Ton Flatbed truck km

4 ton Truck km

Tip Truck (5m3) km

Tractor + Two-wheel trailer km

4x4 Bakkie km

2x4 Bakkie km

Bulldozer hour

Grader hour

Drilling Rig hour

Concrete mixer hour

Compressor hour

Backactor hour

Excavator hour

Water tank hour


SANS /

DRAWING

NUMBER



3 FENCING

3.1

Supply and install galvanised steel palisade

fencing complete with corner posts and fence

posts.

m 116

3.2Extra over item G5 for 5m double leaf access

gate.No. 2

3.3Extra over item for G1 for 1m single leaf

personal gate.No. 1

3.4Supply and install figure 6 Kerbing, for new

fencing.m 72

3.5LUG, Tinned copper, for 10mm Cu Rod -

Palisade fenceNo. 55

4 Environmental Management Plan

Marking with sign boards etc as specified,

maintained for the duration of the contract and

removed on completion. Access routes are to be

singular routes for all vehicular access (Bakkies,

trucks, cement mixers, cranes etc. Contractor to

achieve 75% of vegetation rehabilitation

coverage for suitable months.

4.1Compliance with the Environmental Management

Plan (EMP)Sum 1.00


SANS /

DRAWING

NUMBER



5 REHABILITATION

5.1

Site rehabilitation using All embankments are to

be later topsoiled and hydro-seeded. Where fill

toes are at risk of erosion, rock / boulder

protection is to be provided. Kaytech’s “soil-

saver” or similar approved system is to be

applied on the fill banks to protect the banks while

the seeds germinate.

m2 350.00

6 Additional Works

6.1 Personnel

6.1.1 Engineer hour Rate only

6.1.2 Technician hour Rate only

6.1.3 Surveyor hour Rate only

6.1.4 Site Manager hour Rate only

6.1.5 Site Foreman hour Rate only

6.1.6 Health & Safety Officer hour Rate only

6.1.7 Community Liaison Officer hour Rate only

6.1.8 Environmental Practitioner hour Rate only

6.1.9 Archaeologist hour Rate only

6.1.10 Artisan hour Rate only

6.1.11 Skilled labour hour Rate only

6.1.12 Semi-skilled labour hour Rate only

6.2 Plant and Equipment

6.2.1 Low bed horse and trailer km Rate only

6.2.2 8 ton Truck km Rate only

6.2.3 8 ton Truck with crane km Rate only

6.2.4 4 ton Truck km Rate only

6.2.5 4x4 Bakkie km Rate only

6.2.6 2x4 Bakkie km Rate only

6.2.7 Drilling Rig km Rate only

6.2.8 Compressor hour Rate only

6.2.9 Concrete mixer hour Rate only

6.2.10 Backactor hour Rate only

6.2.11 Excavator hour Rate only

TOTAL (BILL 2) PAGE 8


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