Contract No: SID WS 16 - 2014/15
Part C2: Pricing Data
PART C2: PRICING DATA
PRICING DATA
CONTENTS
C2.1
PRICING INSTRUCTIONS ………………………………………………………………2
C2.2
BILL OF QUANTITIES ……………………………………………………………….......4
C2.3
SUMMARY OF PRICE SCHEDULE …………………………………………….….…18
Page 1
Contract No: SID WS 16 - 2014/15
Part C2: Pricing Data
C2.1 PRICING INSTRUCTIONS
1.
General
1.1
This section provides the tenderer with guidelines and requirements with regard to the completion of
the Price Schedule. The Schedule has to be completed in black ink and the tenderer is referred to the
Tender Specifications in regard to the correction of errors.
1.2
The Price Schedule shall be read with all the documents which form part of this Contract.
1.3
The following words shall have the meanings hereby assigned to them:
Unit:
The unit of measurement for each item of work in terms of the Specifications and the
Project Specifications.
Quantity:
The number of units of work for each item.
Rate:
The payment per unit of work at which the tenderer tenders to do the work.
Amount:
The product of the quantity and the rate tendered for an item.
Lump sum:
An amount tendered for an item, the extent of which is described in the Price Schedule,
the Specifications and the Project Specifications, but the quantity of work of which is not
measured in any units.
1.4
Reference shall be made to the General and Special Conditions of Contract regarding Provisional and
Prime Costs Sums.
2.
Pay Items
2.1
Descriptions in the Price Schedule are abbreviated and comply generally with those in the Standard
Specifications. The measurement and payment clause of each Standard Specification, read together
with the relevant clauses of the Scope of Work, set out what ancillary or associated activities are
included in the rates for the operations specified. Should any requirements of the measurement and
payment clause of the applicable Standard Specification, or the Scope of Work, conflict with the terms
of the Price Schedule, the requirements of the Standard Specification or Scope of Work, as applicable,
shall prevail.
2.2
The item numbers appearing in the Price Schedule refer to the corresponding item number in the
standard specifications or as amended in the Scope of Work. In the latter case, the item number is
prefixed with the letter “B”. The same applies to new clauses added to the standard specifications.
2.3
Unless otherwise stated, items are measured net in accordance with the drawings, and no allowance is
made for waste.
2.4
The quantities set out in the Price Schedule are the estimated quantities of the Works, but the
Contractor will be required to undertake whatever quantities may be directed by the Engineer from time
to time. The Contract Price for the completed contract shall be computed from the actual quantities of
work done, valued at the relevant unit rates and prices.
2.5
The units of measurement described in the Price Schedule are metric units. Abbreviations used in the
Price Schedule are as follows:
Page 2
Contract No: SID WS 16 - 2014/15
Part C2: Pricing Data
mm
=
m
=
Km
=
m2
=
2
m .pass =
ha
=
m3
=
3
m .km =
l
=
kl
=
MPa
=
V
=
A
=
month =
day
=
pd
=
millimetre
metre
kilometre
square metre
square metre pass
hectare
cubic metre
cubic metre-kilometre
litre
kilolitre
Mega Pascal
Volt
Ampere
per month
per day
per person per day
h
kg
t
no.
sum
MN
MN.m
PC sum
Prov sum
%
kW
KVA
R/only
pe
pm
p
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
hour
kilogram
ton (1000kg)
number
lump sum
mega Newton
mega Newton-metre
Prime Cost sum
Provisional sum
Per cent
kilowatt
kilovolt-ampere
rate only
per establishment
per person per month
per person
3.
Rates
3.1
The prices and rates to be inserted in the Price Schedule are to be full inclusive prices for the work
described under the several items. Such prices and rates shall cover all costs and expenses that may
be required in and for the execution of the work described, and shall cover the cost of all general risks,
liabilities, and obligations set forth or implied in the documents on which the tender is based, as well as
overhead charges and profit. Reasonable prices shall be inserted as these will be used as a basis for
assessment of payment for additional work that may have to be carried out.
3.2
A price or rate is to be entered against each item in the Price Schedule, whether the quantities are
stated or not. An item against which no price is entered or where a word or phrase such as “included”
or “provided elsewhere” will be accepted as a rate of nil (R0,00) having been entered against such
items and covered by the other prices or rates in the Schedule.
Any work executed to which such a pay item applies, shall be measured under the appropriate items in
the Price Schedule and valued at a rate of nil (R0,00). The rate of nil shall be valid irrespective of any
change in the quantities during the execution of the Contract.
3.3
The Tenderer shall fill in a rate against all items where the words “rate only” appears in the amount
column. The intention is that, although no work is foreseen under such item and no quantities are
consequently given in the quantity column, the tendered rate shall apply should work under this item be
actually required.
3.4
Except where rates only are required, the Tenderer shall insert all amounts to be included in his total
tendered price in the “Amount” column and show the corresponding total tendered price.
3.5
The tenderer shall n
3.6
All rates and sums of money quoted in the Price Schedule shall be in rands and whole cents. Fractions
of a cent shall be discarded.
3.7
All prices and rates entered in the Price Schedule must be excluding VAT. VAT will be added last on
the summary page of the Price Schedule.
3.8
Should excessively high unit prices be tendered, such prices may be of sufficient importance to warrant
rejection of a tender by the Employer.
Page 3
Contract No: SID WS 16 - 2014/15
Part C2: Pricing Data
C2.2 BILL OF QUANTITIES
ITEM
LI/SC
DESCRIPTION
UNIT
QUANTITY
R200,000 or less
RATE
AMOUNT
SERIES 0 : GENERAL
1
SECTION 001 : GENERAL
REQUIREMENTS AND CHARGES
B001.01
Preliminary and general charges:
B001.01.01
B001.01.01.
01
B001.01.01.
02
Fixed Charges:
%
R 200,000
Rate Only
More than R200,000 up to and
including R650,000
%
R 650,000
Rate Only
B001.01.01.
03
More than R650,000 up to and
including R2,000,000
%
R 2,000,000
Rate Only
B001.01.01.
04
B001.01.01.
05
B001.01.01.
06
B001.01.01.
07
B001.01.01.
08
B001.01.01.
08
More than R2,000,000 up to and
including R4,000,000
More than R4,000,000 up to and
including R6,500,000
More than R6,500,000 up to and
including R13,000,000
More than R13,000,000 up to and
including R40,000,000
More than R40,000,000 up to and
including R130,000,000
More than R130,000,000 up to and
including R150,000,000
Time-related charges for work to the
value of (excluding General
Requirements and Charges)
%
R 4,000,000
Rate Only
%
R 6,500,000
Rate Only
%
R 13,000,000
Rate Only
%
R 40,000,000
Rate Only
%
R 130,000,000
Rate Only
%
R 150,000,000
Rate Only
month
1
Rate Only
month
1
Rate Only
month
2
Rate Only
month
2
Rate Only
month
4
Rate Only
month
6
Rate Only
month
12
Rate Only
month
24
Rate Only
m³
1000
pe
1
pe
1
pe
1
pd
1
B001.01.02
B001.01.02.
01
B001.01.02.
02
B001.01.02.
03
B001.01.01.
04
B001.01.01.
05
B001.01.01.
06
B001.01.01.
07
B001.01.01.
08
001.03
B001.04
B001.04.01
B001.04.02
B001.04.03
B001.04.04
B001.04.04.
01
R200,000 or less
More than R200,000 up to and
including R650,000
More than R650,000 up to and
including R2,000,000
More than R2,000,000 up to and
including R4,000,000
More than R4,000,000 up to and
including R6,500,000
More than R6,500,000 up to and
including R13,000,000
More than R13,000,000 up to and
including R40,000,000
More than R40,000,000 up to and
including R130,000,000
Excavate by hand to expose
existing services and backfill
Compliance with the Occupational
Health and Safety Act and
applicable Regulations
Compilation of a Health and Safety
Plan
Provision of a Health and Safety File
Implementation of Occupation Health
and Safety Plan
Provision of Construction Supervisors:
Part Time
Page 4
Contract No: SID WS 16 - 2014/15
Part C2: Pricing Data
B001.04.04.
02
B001.04.05
B001.04.05.
01
B001.04.05.
02
B001.04.06
Full Time
pm
1
Part Time
pd
1
Full Time
pm
1
Health and Safety Training
pd
10
p
10
pe
1
month
12
Provision of a Safety Officer:
B001.05
Provision of Personal Protective
Clothing and Equipment
Provision of Safety Fences, Signs and
Barricades
Community Liaison Officer
B001.05.01
Monthly Wage
B001.04.07
B001.04.08
B001.05.02
B001.06
B001.07
B001.09
Percentage on item B001.05.01 for
charges and profit
Supply, erection of the name board
and removal after completion of the
contract
Provision for administration of local
emerging contractors and
nominated/selected sub-contractors
Training of targeted labourers
Page 5
%
No
5
No
20
Prov
Sum
1
Contract No: SID WS 16 - 2014/15
Part C2: Pricing Data
ITEM
LI/SC
B001.10
B001.10.
DESCRIPTION
UNIT
QUANTITY
Dayworks
Expenditure on Dayworks items
(eg wages paid to work and
invoiced sum of cost of material
delivered on site)
Labour
Prov Sum
1
B001.10.01
LI
Unskilled workers
Person/day
10
B001.10.02
LI
Skilled workers (Artisans)
Person/day
30
B001.10.03
Operators and drivers (where
measured separately)
Sum
1
B001.10.04
Foremen
Rate/day
2
B001.10.05
Others (specify)
Rate/day
2
t.km
10
h
1,000
h
500
- (i) (Specify type and mass)
- (ii) etc (for other types and
masses)
Compressors:
- (i) (Specify capacity and number
of tools)
- (ii) etc (for other compressors and
tools)
Trucks:
h
2,000
h
1,500
h
2,000
h
1,500
- (i) (Specify type, and capacity)
h
5,000
- (ii) etc (for other trucks)
h
2,500
- (i) (Specify load capacity)
km
10,000
- (ii) etc (for other)
Cost of materials delivered to site
(specify)
Cost of Survey in terms of Land
Survey Act.
Trigonometrically survey and
boundary pegs - locate and record
Trigonometrically survey and
boundary pegs - protect and reestablish
Trigonometrical survey and
boundary pegs placed
Compliance with the Environmental
Management Plan (C3.9)
km
5,000
Prov Sum
1
Sum
1
Sum
1
No
3300
l/sum
1
B001.10.06
B001.10.07
B001.10.08
B001.10.09
B001.10.10
B001.10.11
B001.11
B001.11.01
B001.11.02
B001.11.03
001.12
TOTAL
Constructional Plant
Lowbed transport of plant to and
from the site
Back-acting excavators:
- (i) (Specify type, power and
mass)
- (ii) etc (for other back-acting
excavators)
Compactors:
RATE
Light delivery vehicles:
DIVISION A - SECTION 001 : GENERAL REQUIREMENTS AND CHARGES
Page 6
50,000
AMOUNT
Contract No: SID WS 16 - 2014/15
Part C2: Pricing Data
ITEM
LI/SC
DESCRIPTION
UNIT
QUANTITY
RATE
AMOUNT
l/sum
Pe
l/sum
Pe
l/sum
Pe
l/sum
Pe
l/sum
Pe
l/sum
Pe
1
100,000
100,000
1
100,000
100,000
1
100,000
100,000
1
2,500,000
2,500,000
SERIES 0 : GENERAL
B002
SECTION 002 : ENGINEERS'S
ACCOMMODATION
B002.01
Services:
B002.01.01
Services for offices and laboratories
B002.01.02
B002.02
B002.03
Services for ablution facilities on Site for
the Engineer's Site staff
Treatment and maintenance of areas
surrounding offices and laboratories
B002.06
Office and laboratory accommodation
Provision of survey equipment and
assistants
Office for the Construction & Materials
Manger
PROVISIONAL SUMS
B002.06.01
Sums stated provisionally by the Engineer
B002.04
B002.05
B002.06.02
B002.06.03
B002.06.04
B002.06.05
B002.07
Third party inspection of pipes, fittings and
valves
Special testing of materials by an
approved independent laboratory
Overhead charges and profit on Items
B002.06.01 to B002.06.03 above
Design of concrete mixes by a specialist
organization appointed by the Engineer
PIPE JACKING AND BORING
Overhead charges and profit on item
B002.07
TOTAL
Prov
Sum
Prov
Sum
%
Prov.
Sum
Prov
Sum
%
DIVISION A - SECTION 002: ENGINEERS'S ACCOMMODATION
Page 7
Contract No: SID WS 16 - 2014/15
Part C2: Pricing Data
ITEM
LI/SC
101.01
LI
101.01.02
101.02
LI
101.02.01
LI
101.02.02
101.03
101.03.01
101.03.02
101.04
101.04.01
101.04.02
LI
QUANTITY
Areas
m²
1000
Strips (3m wide)
m
56000
No
30
No
5
No
30
No
5
Strips (3m wide on pipeline route)
m
500
Areas not classified as strips
m²
500
Concrete Kerbing / Kerbing combination
m³
100
Concrete or brick elements (reinforced or
unreinforced)
m³
100
Cutting and removing large trees with
girth:
Exceeding 1 m and up to and including 2
m
Exceeding 2 m and up to and including 3
m
Grubbing and the removal of the
stumps and roots of large trees with a
girth:
Exceeding 1 m and up to and including 2
m
Exceeding 2 m and up to and including 3
m
Reclearing areas (only on the written
instructions of the Engineer)
Removal and Disposal of specific
elements
101.05
101.05.01
UNIT
SERIES 1: ANCILLARY WORK
SECTION 101: SITE CLEARING AND
GRUBBING
Clearing and grubbing:
101
101.01.01
DESCRIPTION
LI
101.05.02
101.05.02.01
LI
Foundations &floorslabs of dwellings
m³
100
101.05.02.02
LI
Walls of dwellings
m³
50
101.05.03
LI
Asphalt surfacing
m²
40
TOTAL
DIVISION A - SECTION 101: SITE CLEARING AND GRUBBING
Page 8
RATE
AMOUNT
Contract No: SID WS 16 - 2014/15
Part C2: Pricing Data
ITEM
LI/SC
DESCRIPTION
UNIT
QUANTITY
m
300
B102.02
SERIES 1: ANCILLARY WORK
SECTION 102: ACCOMMODATION
OF TRAFFIC
Accommodation of traffic and
maintenance of bypasses
Earthworks for bypasses:
B102.02.01
Shaping of bypasses
m²
300
102.03
Gravel wearing courses for bypasses
Standard bituminous surfacing of
bypasses
Existing roads used as bypasses
Maintenance of surfacing and
pavement layers of bitumen- surfaced
bypasses and existing bitumensurfaced roads used as bypasses
m³
200
m²
200
prov/sum
1
m²
1
102.09
102.1
Traffic lights
Temporary fencing and gates:
prov/sum
1
102.10.01
Temporary fencing
m
50
102.10.02
Temporary gates
No
1
102.12
Provision of temporary bridges for
maintaining access to properties:
102
B102.01
102.06
102.07
B102.08
102.12.01
LI
Temporary pedestrian bridges
No
200
102.12.02
LI
No
100
No
50
No
50
Flagmen
pd
80
102.14.02
Portable STOP and GO-RY signs
No
4
102.14.03
Amber flicker lights
Road signs, TR-series, 1 200 mm in
diameter or 900 mm x 675 mm if
rectangular
Road signs, TW-series, 1 524 mm
sides
Danger plates and delineators
(1000mm X 250mm)
Traffic cones (500mm height)
No
2
No
10
No
10
No
20
No
20
102.13.01
LI
Temporary vehicular bridges
Moving of temporary bridges to and
their re-erection in entirely new
positions:
Temporary pedestrian bridges
102.13.02
LI
Temporary vehicular bridges
102.13
102.14
B102.14.01
102.14.04
102.14.05
102.14.07
B102.14.09
102.15
102.15.01
102.15.04
102.15.05
102.15.07
B102.15.09
TOTAL
Temporary traffic-control facilities:
LI
Re-use or removal of traffic control
facilities:
LI
Flagmen
Person/hour
Road signs, TR-series, 1 200 mm in
diameter or 900 mm x 675 mm if
No
rectangular
Road signs, TW-series, 1 524 mm
No
sides
Danger plates and delineators
No
((1000mm X 250mm)
Traffic cones (500mm height)
No
DIVISION A - SECTION 102: ACCOMMODATION OF TRAFFIC
SERIES 1 : ANCILLARY WORK
Page 9
5
5
5
10
10
RATE
AMOUNT
Contract No: SID WS 16 - 2014/15
Part C2: Pricing Data
103.01
TOTAL
SECTION 103 : OVERHAUL
Overhaul on material hauled outside
the defined free-haul boundaries (Free
Haul 5 Km)
DIVISION A - SECTION 103 : OVERHAUL
Page 10
m³.km
25000
Contract No: SID WS 16 - 2014/15
Part C2: Pricing Data
ITEM
LI/SC
DESCRIPTION
UNIT
QUANTITY
SERIES 2: EARTHWORKS
202
SECTION 202: TRENCHING
202.01
Trench excavations:
Up to 1,0 m wide
202.01.01
202.01.01.01
LI
Up to 1,0 m deep
m³
31577
202.01.01.02
LI
Over 1,0 m and up to 1,5 m deep
m³
10927
202.01.01.03
Over 1,5 m and up to 2,0 m deep
m³
4152
202.01.01.04
Over 2,0 m and up to 2,5 m deep
m³
16538
202.01.01.05
Over 2,5 m and up to 3,0 m deep
m³
1567
202.01.01.06
Over 3,0 m and up to 3,5 m deep
m³
29933
202.01.01.07
Over 3,5 m and up to 4,0 m deep
m³
16882
202.01.01.08
Over 4,0 m and up to 4,5 m deep
m³
5861
202.01.01.09
Over 4,5 m and up to 5,0 m deep
m³
1956
202.01.01.10
Over 5 m and up to 5,5 m deep
m³
185
202.01.01.11
Over 5,5 m and up to 6 m deep
m³
57
202.01.02
Over 1,0 m and up to 2,0 m wide
202.01.02.01
LI
Up to 1,0 m deep
m³
33
202.01.02.02
LI
Over 1,0 m and up to 1,5 m deep
m³
24
202.01.02.03
Over 1,5 m and up to 2,0 m deep
m³
18
202.01.02.04
Over 2,0 m and up to 2,5 m deep
m³
32
202.01.02.05
Over 2,5 m and up to 3,0 m deep
m³
18
202.01.02.06
Over 3,0 m and up to 3,5 m deep
m³
42
202.01.02.07
Over 3,5 m and up to 4,0 m deep
m³
150
202.01.02.08
Over 4,0 m and up to 4,5 m deep
m³
222
202.01.02.09
Over 4,5 m and up to 5,0 m deep
m³
58
202.01.01.11
Over 5,5 m and up to 6 m deep
m³
222
202.02
Extra over items 202.01, 202.03, 202.04 and
202.09 for excavating in:
202.02.01
202.02.02
202.02.03
202.02.04
Intermediate material
Hard material
Boulder Class 1
Boulder Class 2
m³
m³
m³
m³
11964
47854
8000
5000
Excavations outside the normal trench profile
Hand excavation (extra over item 202.01)
The backfilling of trenches (excluding selected
backfill around /and the pipe barrel) with
material obtained from excavations
Extra over items 202.06 and 202.13 for using
backfill material obtained:
From borrow areas
From sources provided by Contractor
m³
m³
4900
2000
m³
2190.8
m³
m³
1095
1095
From Commercial sources
Backfilling additional excavations in trench
floor, using:
Class 1:3:6/19 concrete
Concrete aggregate, max size 38 mm
m³
2500
m³
m³
1260
50
Subsurface drains in trench bottoms
m
65000
202.03
202.04
LI
202.06
202.07
202.07.01
202.07.02
202.07.03
202.08
202.08.01
202.08.02
202.09
LI
Page 11
RATE
AMOUNT
Contract No: SID WS 16 - 2014/15
Part C2: Pricing Data
ITEM
LI/SC
202.10
DESCRIPTION
UNIT
QUANTITY
m³
5000
m³
5000
m²
1500
m³
10000
Removal of spoil material To positions indicated on the Drawings or by
the Engineer
To dumping areas to be provided by the
Contractor
202.10.01
202.10.02
202.11
Timbering and shoring left in excavation
Extra over item 202.06 for additional
compaction of backfill to 93% of modified
AASHTO density in road reserves. (Test
results to be supplied for additional
compaction)
Backfilling trenches with soilcrete
202.12
202.13
m³
650
202.15
Reinstatement of bitumen surfaced roads (per
instruction of the engineer )
m²
2500
B202.16
Services that intersect a trench
No
100
B202.17
Services that adjoin a trench
m
50
B202.18
Saw-cutting and removal of premix
B202.18.01
Premix thickness up to 50mm
m²
2200
B202.18.02
Premix thickness from 51mm up to 100mm
m²
300
B202.18.03
Premix thickness from 101mm up to 150mm
m²
1000
B202.18.04
Premix thickness from 151mm up to 200mm
m²
1000
Hand excavation for trenches inside erven.
Trench 750mm wide and 1500mm deep
m
10000
B202.19
LI
TOTAL
DIVISION A - SECTION 202: TRENCHING
Page 12
RATE
AMOUNT
Contract No: SID WS 16 - 2014/15
Part C2: Pricing Data
ITEM
LI/SC
DESCRIPTION
UNIT
QTY
302.01.01.01
LI
SERIES 3: SEWERS
SECTION 302: SEWERS:
CONSTRUCTION
Supplying and laying of sewer pipes
Supplying, laying and jointing of sewer
pipes (SANS 1601) irrespective of
depth or width of trench:
110 mm uPVC Class 400
m
72375
302.01.01.02
LI
160 mm uPVC Class 400
m
52613
302.01.01.03
LI
200 mm uPVC Class 400
m
2700
302.01.01.04
LI
302.01
302.01.01
250 mm uPVC Class 400
m
3500
302.01.01.05
315 mm uPVC Class 400
m
1900
302.01.01.06
m
200
302.01.02.01
355 mm uPVC Class 400
Supplying, laying and jointing of sewer
pipes (SANS 4427) irrespective of
depth or width of trench:
300 mm HDPE (PE80,PN10)
m
1000
302.01.02.02
350 mm HDPE (PE80,PN10)
m
300
302.01.02.03
400 mm HDPE (PE80,PN10)
m
100
302.01.02.04
450 mm HDPE (PE80,PN10)
m
121
302.01.02.05
500 mm HDPE (PE80,PN10)
m
1600
302.01.02.06
600 mm HDPE (PE80,PN10)
m
420
302.02
Constructing of pipe bedding
302.01.02
302.02.01
LI
Class B bedding for flexible pipes
302.02.01.01
LI
110 mm pipes
m
52375
302.02.01.02
LI
160 mm pipes
m
52613
302.02.01.03
LI
200 mm pipes
m
2700
302.02.01.04
LI
250 mm pipes
m
3500
302.02.01.05
300 mm pipes
m
1900
302.02.01.06
350 mm pipes
m
1103
302.02.01.07
400 mm pipes
m
10
302.02.01.08
450 mm pipes
m
10
302.02.01.09
500 mm pipes
m
1600
302.02.01.10
600 mm pipes
m
420
m3
50
302.04.01
Concrete encasing of pipes
Extra over item 302.01 for supplying,
installing and jointing with an
approved method of coupling the
following PVC-U pipe fittings in the
main sewer lines
Branch junctions:
302.04.01.01
110 mm dia off 160 mm dia
No
1880
302.04.01.02
160 mm dia off 160 mm dia & bend
No
540
302.04.01.03
160 mm dia off 200 mm dia
No
370
302.04.01.04
110 mm dia off 250 mm dia
No
5
302.04.04
200mm half channels cast in benching
No
500
302.04.05
200mm x 200mm half channel branches
No
250
302.03
302.04
LI
Page 13
RATE
AMOUNT
Contract No: SID WS 16 - 2014/15
Part C2: Pricing Data
ITEM
LI/SC
DESCRIPTION
302.06
Construction of vertical house
connections
(as per DWG 7515-S104)
302.06.01
Type A house connections:
302.06.01.01
LI
302.06.01.02
LI
302.06.01.03
302.06.01.04
302.06.01.05
302.06.02
Up to but not exceeding 1,5m in depth
Exceeding 1,5m but not exceeding 2,0m
in depth
Exceeding 2,0m but not exceeding 2,5m
in depth
Exceeding 2,5m but not exceeding 3,0m
in depth
Exceeding 3m but not exceeding 3,5m in
depth
Type B house connections:
Exceeding 2m but not exceeding 2,5m in
depth
Exceeding 2,5m but not exceeding 3m in
depth
Exceeding 3m but not exceeding 3,5m in
depth
Exceeding 3,5m but not exceeding 4m in
depth
302.06.02.01
302.06.02.02
302.06.02.03
302.06.02.04
302.06.03
Type D house connections:
302.06.03.01
Up to but not exceeding 1,5m in depth
Exceeding 1,5m but not exceeding 2,0m
in depth
Exceeding 2,0m but not exceeding 2,5m
in depth
Exceeding 2,5m but not exceeding 3,0m
in depth
Exceeding 3,0m but not exceeding 3,5m
in depth
Exceeding 3,5m but not exceeding 4,0m
in depth
Exceeding 4,0m but not exceeding 4,5m
in depth
302.06.03.02
302.06.03.03
302.06.03.04
302.06.03.05
302.06.03.06
302.06.03.07
302.06.04
UNIT
QTY
No
1200
No
660
No
15
No
3
No
1
No
600
No
50
No
10
No
10
No
200
No
70
No
10
No
10
No
10
No
10
No
5
No
250
No
200
No
100
No
80
No
30
No
5
No
921
No
821
Type C house connections:
302.06.04.01
LI
302.06.04.02
Li
302.06.04.03
302.06.04.04
302.06.04.05
302.06.04.06
302.07
302.07.01
LI
302.07.02
LI
Up to but not exceeding 1,5m in depth
Exceeding 1,5m but not exceeding 2,0m
in depth
Exceeding 2,0m but not exceeding 2,5m
in depth
Exceeding 2,5m but not exceeding 3,0m
in depth
Exceeding 3m but not exceeding 3,5m in
depth
Exceeding 3,5m but not exceeding 4,0m
in depth
Construction of cleaning eyes (Lamp
poles) (DWG 7515-S106)
Up to but not exceeding 1,5m in depth
Exceeding 1,5m but not exceeding 2,0m
in depth
Page 14
RATE
AMOUNT
Contract No: SID WS 16 - 2014/15
Part C2: Pricing Data
ITEM
LI/SC
DESCRIPTION
302.12.01
LI
Exceeding 2,0m but not exceeding 2,5m
in depth
Exceeding 2,5m but not exceeding 3,0m
in depth
Exceeding 3m but not exceeding 3,5m in
depth
Exceeding 3,5m but not exceeding 4,0m
in depth
Exceeding 4,0m but not exceeding 4,5m
in depth
Marker blocks
Construction of manholes, up to 1,0m
deep
For sewers 300mm in diameter and
smaller:
Up to but not exceeding 1,5m in depth
Exceeding 1,5m but not exceeding 2,0m
in depth
Exceeding 2,0m but not exceeding 2,5m
in depth
Exceeding 2,5m but not exceeding 3m in
depth
Exceeding 3m but not exceeding 3,5m in
depth
Exceeding 3,5m but not exceeding 4m in
depth
Exceeding 4m but not exceeding 4,5m in
depth
Exceeding 4,5m but not exceeding 5m in
depth
For sewers with diameters exceeding
300mm:
Up to but not exceeding 1,5m in depth
Exceeding 1,5m but not exceeding 2,0m
in depth
Exceeding 2,0m but not exceeding 2,5m
in depth
Exceeding 2,5m but not exceeding 3m in
depth
Exceeding 3m but not exceeding 3,5m in
depth
Exceeding 3,5m but not exceeding 4m in
depth
Exceeding 4m but not exceeding 4,5m in
depth
Exceeding 4,5m but not exceeding 5m in
depth
Extra over item 302.09 for the
construction of manholes in excess of
1,0 m deep
For sewers 300mm diameter and smaller
Precast manhole sections for diameter
1250 mm
Supplying and installing manhole
covers and frames
SANS 558 Type 4 circular
302.12.02
LI
302.12.03
LI
302.12.04
LI
302.07.03
302.07.04
302.07.05
302.07.06
302.07.07
302.08
302.09
302.09.01
302.09.01.01
302.09.01.02
302.09.01.03
302.09.01.04
302.09.01.05
302.09.01.06
302.09.01.07
302.09.01.08
302.09.02
302.09.02.01
302.09.02.02
302.09.02.03
302.09.02.04
302.09.02.05
302.09.02.06
302.09.02.07
302.09.02.08
302.10
302.10.01
302.10.01.01
302.12
SANS 558 Type 2A circular
Precast concrete cover with type 2A CI
frame
Precast concrete cover with type 4 CI
frame
Page 15
UNIT
QTY
No
595
No
892
No
30
No
30
No
11
No
3300
No
3
No
125
No
213
No
259
No
244
No
108
No
41
No
10
No
1
No
3
No
18
No
16
No
18
No
17
No
2
No
1
No
200
No
1000
No
100
No
20
No
20
RATE
AMOUNT
Contract No: SID WS 16 - 2014/15
Part C2: Pricing Data
302.12.05
302.12.05.01
302.13
302.13.01
302.13.02
Precast concrete cover with precast
concrete frame:
560mm diameter heavy duty
No
100
Extra over item 302.09 for the
construction of house connections
from manholes
One-house connections
No
150
No
30
No
150
Two-house connections
Removal and reinstatement of water
meters during installation of house
connections and water connections
302.13.03
Supplying and placing selected backfill
material around and up to 300mm
above pipe barrels using
302.14
302.14.01
LI
Excavated material
m3
8000
302.14.02
LI
Imported material
m3
4000
302.16
Connecting to existing manholes
302.16.01
110 mm dia PVC-U 400 kPa
No
10
302.16.02
160 mm dia PVC-U 400 kPa
No
10
302.16.03
200 mm dia PVC-U 400 kPa
No
10
302.16.04
250 mm dia PVC-U 400 kPa
No
10
302.16.05
300mm HDPE
No
1
302.16.06
350mm HDPE
No
1
302.16.07
400mm HDPE
No
1
302.16.08
450mm HDPE
No
1
302.16.09
500mm HDPE
No
1
302.16.10
600mm l HDPE
No
2
302.16.11
700mm HDPE
No
2
302.16.12
750mm HDPE
No
2
Preliminary work prior to the
construction of manhole on an existing
pipeline
160 mm RC
No
10
302.20.
302.20.01
302.20.02
200 mm RC
No
10
302.20.03
355 mm RC
No
10
302.21
Extra over sub-item 302.14.02 for using
material obtained from sources
provided by the Contractor
m3
7350
TOTAL
DIVISION A - SECTION 302: SEWERS: CONSTRUCTION
Page 16
Contract No: SID WS 16 - 2014/15
Part C2: Pricing Data
ITEM
LI/SC
DESCRIPTION
UNIT
QTY
No
1070
SERIES 3: SEWERS
SECTION 303: TESTING
303.01
Testing of manholes
303.02
Air testing of sewers
303.02.01
LI
110 mm pipes
m
72375
303.02.02
LI
160 mm pipes
m
52613
303.02.03
LI
200 mm pipes
m
2700
303.02.04
LI
250 mm pipes
m
3500
303.02.05
LI
300 mm pipes
m
900
303.02.06
LI
350 mm pipes
m
1103
303.02.07
LI
400 mm pipes
m
10
303.02.08
LI
450 mm pipes
m
10
303.02.09
LI
500 mm pipes
m
1600
303.02.10
LI
600 mm pipes
m
420
303.03
CCTV Camera Inspection
303.03.01
110 mm dia
m
72375
303.03.02
160 mm dia
m
52613
303.03.03
200 mm dia
m
2700
303.03.04
250 mm dia
m
3500
303.03.05
300 mm dia
m
900
303.03.06
350 mm dia
m
1103
303.03.07
400 mm dia
m
10
303.03.08
450 mm dia
m
10
303.03.09
500 mm dia and wider
m
1600
303.03.10
600 mm dia and wider
m
420
TOTAL
DIVISION A - SECTION 303: TESTING
Page 17
RATE
AMOUNT
Contract No: SID WS 16 - 2014/15
Part C2: Pricing Data
ITEM
LI/SC
DESCRIPTION
UNIT
QTY
Single-sized 19mm crushed stone
m3
1887
Geotextiles (Kaytech U24 or similar)
m2
62886
RATE
AMOUNT
RATE
AMOUNT
SERIES 5: DRAINAGE AND EROSION
PROTECTION
SECTION 501: SUBSURFACE DRAINS AND
DRAINAGE BLANKETS
501.01
501.01.02
Crushed stone
LI
501.04
TOTAL
DIVISION A - SECTION 501: DRAINAGE AND EROSION PROTECTION
ITEM
LI/SC
DESCRIPTION
UNIT
QTY
In solid rock (material which requires blasting)
m3
1200
In all other classes of material
m3
5000
505.02
Surface preparation for the beddings for
Gabions
m2
50
505.03
Gabions
505.03.01
Gabion: Gabion boxes (1,5 x 1,5 mesh wire)
m3
200
505.05
Filter fabric for gabions and rip rap (Kay tech
v24 or similar)
m2
100
SERIES 5: EROSION PROTECTION
SECTION 505: SUBSURFACE DRAINS AND
DRAINAGE BLANKETS
505.01
LI
505.01.01
505.01.02
TOTAL
LI
Foundation trench excavation and backfilling
DIVISION A - SECTION 505: SUB-SURFACE DRAINS AND DRAINAGE BLANKETS
Page 18
Contract No: SID WS 16 - 2014/15
Part C2: Pricing Data
ITEM
LI/SC
DESCRIPTION
UNIT
QTY
LI/SC
SECTION 001: GENERAL REQUIREMENTS
AND CHARGES
Excavate by hand to expose existing services,
and backfill
Provision of construction and materials
manager
m³
250
001
001.03
B001.06
B001.09
TOTAL
Prov
1
Sum
Prov
Training of targeted labourers
1
Sum
DIVISION B – SECTION 001: GENERAL REQUIREMENTS AND CHARGES
SERIES 1: ANCILLARY WORK
103
SECTION 103: OVERHAUL
103.01
Overhaul on material hauled outside the defined
free-haul boundaries
TOTAL
104
m³.km
60000
DIVISION B – SECTION 103: OVERHAUL
SECTION 104: LANDSCAPING AND
GRASSING
104.01
Trimming:
104.01.01
Machine trimming
m²
3000
Hand trimming
m²
50000
ha
1
m³
200
m³
200
ha
1
Planting of grass cut tings
ha
1
Extra work for landscaping
prov/sum
1
104.01.02
LI
104.03
Preparing areas for grassing and ground
covers:
104.03.01
Scarifying
104.03.02
Topsoiling on the Site with;
Topsoil obtained from the Site or borrow areas
provided by the Employer
Topsoil provided by the Contractor from other
sources (including all haul)
104.03.02.01
104.03.02.02
104.03.05
Stockpiling of topsoil
104.04
Grassing:
104.04.01
LI
104.08
TOTAL
DIVISION B: SECTION 104: LANDSCAPING AND GRASSING
105
SECTION 105: FENCING
105.01
SC
Supply and erection of new fencing material:
105.01.01
SC
Ordinary fences
m
29399
105.01.02
SC
Security fences
m
1000
105.01.03
SC
Concrete fences (1.8)
m
200
105.01.04
SC
Brick walls
m
1000
105.01.05
SC
Palisades
m
1000
105.03
SC
Moving of existing fences and gates(remove
and reinstate)
105.03.01
SC
Fences
105.03.01.02
SC
Ordinary fences
m
36500
105.03.01.02
SC
Security fences
m
130
Page 19
RATE
AMOUNT
Contract No: SID WS 16 - 2014/15
Part C2: Pricing Data
ITEM
LI/SC
DESCRIPTION
UNIT
QTY
105.03.02
SC
Gates
No
40
105.04
SC
Dismantling of existing fences
m
20000
105.06
SC
Provision of temporary fencing
105.06.01
SC
m
150
B105.08
SC
B105.08.01
SC
Diamond mesh wire
Allow for moving of existing fences and
boundary walls:
All types of wire fencing
m
1500
B105.08.02
SC
All types of brick walls including plaster walls
m
500
B105.08.03
SC
All types of concrete walls
m
150
B105.08.04
SC
All types of wrought iron fences
m
450
B105.08.05
SC
All types of palisades
m
390
TOTAL
DIVISION B - SECTION 105: FENCING
m³
2900
m³
12370
m
52000
SERIES 2: EARTHWORKS
202
SECTION 202: EARTHWORKS
202.1
Removal of spoil material:
202.10.01
SC
202.10.02
SC
To positions indicated on the Drawings or by
the Engineer
To dumping areas to be provided by the
Contractor
202.2
Hand excavations of 450mm X 300mm trench
and backfill inside erven for 20mm water pipe
TOTAL
SECTION 202: EARTHWORKS
SERIES 3: SEWERS
302
SECTION 302: SEWERS: CONSTRUCTION
302.15
LI/SC
Extra over item 302.14.01 screening material
m³
400
302.17
LI/SC
Construction of anchor blocks on steep grades
m³
40
m
52000
No
1000
No
500
TOTAL
SECTION 302: SEWERS - CONSTRUCTION
SERIES 4: WATER RETICULATION AND
WATER MAINS
402
SECTION 402: CONSTRUCTION
402.01
Supply, laying and joining of water pipes
irrespective of depth
402.01.01
HDPE Type 4
402.01.01.01
20mm diameter pipe
Extra over Item 402.01 for providing and
installing fittings, valves and specials:
402.02
402.02.01
402.02.01.01
402.02.02
402.02.02.01
Flanged gate valves PN16
100mm diameter
Vent-O- Mat RGX air valve PN16 or similar
approved.
100mm diameter
Page 20
RATE
AMOUNT
Contract No: SID WS 16 - 2014/15
Part C2: Pricing Data
ITEM
402.02.03
402.02.03.01
402.02.04
402.02.04.01
402.02.05
402.02.05.01
402.02.05.02
402.02.05.03
402.02.06
402.02.06.01
402.03
402.03.01
402.04
402.05
402.05.01
LI/SC
DESCRIPTION
UNIT
QTY
No
1000
No
500
No
1500
No
500
No
500
No
500
m³
1000
m³
1500
m³
10000
CI scour tee. Table 16 SANS 1123
200mm diameter
PN16 Wafer check non return valves
200mm diameter
uPVC PN 16, bends
22,5 degrees, 200 mm diameter
45 degree, 200 mm diameter
90 degree, 200 mm diameter
flanged spigot 200mm long
200mm diameter
Encasement of pipes with:
Class 15/19 concrete
Providing thrust blocks using class 15/19
concrete
Supplying and placing unscreened selected
backfill material under, alongside and up to 200
mm above pipe barrels using:
Excavated material
402.05.02
Imported material from sources provided by the
Employer
m³
5000
402.05.03
Imported material from sources provided by the
Contractor
m³
5000
402.06
Extra over item 402.05 for screening excavated
material for selected backfill
m³
2500
No
150
No
150
No
150
No
100
No
500
m
52000
No
3300
No
3300
402.07
402.07.01
402.07.01.01
402.07.01.02
402.07.01.03
402.07.04
402.08
402.10
402.12.01
402.13.01
Valve chambers complete for –
Flanged gate valves not exceeding 200 mm in
dia:
DN 200 PN16, Isolationg valve chamber
DN 200 PN16, Non return valve chamber
DN 200 PN16, Flow meter chamber
Double air valve
Marker blocks
Sterilizing of pipelines
Cut and fit 20mm diameter pipe to existing
water supply
Supply and install 20mm equal T-piece with
Plascon or similar approved adaptor
Page 21
RATE
AMOUNT
Contract No: SID WS 16 - 2014/15
Part C2: Pricing Data
ITEM
LI/SC
DESCRIPTION
TOTAL
DIVISION B - SECTION 402: CONSTRUCTION
403
SECTION 403: TESTING
403.01
Hydraulic field - testing of pipelines
TOTAL
UNIT
QTY
m
52000
No
3300
DIVISION B -SECTION 403: TESTING
SERIES 8: SPECIFIC WORKS
805
SECTION 805: BUILDING WORK
B805.13
Toilet structure complete as per DWG S7515
S105 with plumbing and fitting as shown
TOTAL
DIVISION B: SECTION 805: BUILDING WORK
TOTAL
DIVISION B – LOCAL EMERGING CONTRACTORS
Page 22
RATE
AMOUNT
Contract No: SID WS 16 - 2014/15
Part C2: Pricing Data
SUMMARY OF SCHEDULES DIVISION A
ITEM
AMOUNT ('R)
SERIES 0
001
General Requirements and Charges
R
002
Engineers Accommodation
R
SERIES 1
101
Site Clearing and Grubbing
R
102
Accommodation of Traffic
R
103
Overhaul
R
SERIES 2
202
Trenching
R
SERIES 3
302
Construction
R
303
Testing
R
SERIES 5
501
Subsurface Drains and Drainage Blankets
R
505
Erosion Protection
R
TOTAL CONSTRUCTION COST (DIVISION A)
R
SIGNATURE OF PERSON AUTHORISED TO SIGN THE TENDER: ___________________________________
DATE:
PARTICULARS OF PERSON AUTHORISED TO SIGN THE TENDER:
Name:
Tel No:
ID No:
BANK PARTICULARS:
Account No:
Bank:
Branch Code:
I hereby authorise National-Infra Project Managers (Pty) Ltd, to obtain a bank code with respect to the above-mentioned bank
account through ABSA Bank as intermediary.
SIGNED:
TENDERER:
Page 23
Contract No: SID WS 16 - 2014/15
Part C2: Pricing Data
SUMMARY OF SCHEDULES DIVISION B
ITEM
AMOUNT ('R)
SERIES 0
001
General Requirements and Charges
R
SERIES 1
103
Overhaul
R
104
Landscaping and grassing
R
105
Fencing
R
SERIES 2
202
Earthworks
R
SERIES 3
302
Construction
R
SERIES 4
402
Construction
R
SERIES 8
805
Building Work
R
TOTAL CONSTRUCTION COST (DIVISION B)
R
SIGNATURE OF PERSON AUTHORISED TO SIGN THE TENDER: ___________________________________
DATE:
PARTICULARS OF PERSON AUTHORISED TO SIGN THE TENDER:
Name:
Tel No:
ID No:
BANK PARTICULARS:
Account No:
Bank:
Branch Code:
I hereby authorise National-Infra Project Managers (Pty) Ltd, to obtain a bank code with respect to the above-mentioned bank
account through ABSA Bank as intermediary.
SIGNED:
TENDERER:
Page 24
Contract No: SID WS 16 - 2014/15
Part C2: Pricing Data
AMOUNT
SUMMARY OF PRICE SCHEDULE
R
TOTAL DIVISION A
R
TOTAL DIVISION B
R
SUBTOTAL
R
Add 10% for contingencies on Subtotal
R
SUBTOTAL (DIVISION A + DIVISION B + Contingencies)
R
Add 14% VAT
R
CONTRACT PRICE CARRIED FORWARD TO FORM OF OFFER
R
SIGNATURE OF PERSON AUTHORISED TO SIGN THE TENDER: ___________________________________
DATE:
PARTICULARS OF PERSON AUTHORISED TO SIGN THE TENDER:
Name:
Tel No:
ID No:
BANK PARTICULARS:
Account No:
Bank:
Branch Code:
I hereby authorise National-Infra Project Managers (Pty) Ltd, to obtain a bank code with respect to the above-mentioned bank
account through ABSA Bank as intermediary.
SIGNED:
TENDERER:
Page 25