[Type text]
Contract No C4/1201 Himatangi Beach Community Sewerage Scheme
Revised Price Schedules – March 2012
SECTION 6 - THE SCHEDULES
6.1
THE PRICE SCHEDULE
This Contract is a Lump Sum Contract with some measureable and provisional items - Refer Cl 2.2 of NZS
3910.
Preamble
The description of work given for the various items in the Price Schedule are not necessarily complete in all
respects, and reference should be made to the Specification and Drawings which are to be read in conjunction
with the Schedule.
The rates and amounts to be inserted in the Price Schedule shall be the full inclusive value of the work
described under the several items, including all costs and expenses required for all construction of the work
described and any temporary works, together with all general risks, liabilities and obligations set out or
implied in the Contract Documents. Unless stated to the contrary within the documents, all volume measures
are “tight” (in place) measures.
A rate or amount shall be entered against every item shown in the Price Schedule. The cost of any incidental
work necessary for the proper completion of the Contract but not shown separately in the Price Schedule shall
be included in the rate or amount for the item to which it appropriately relates, but if any incidental work
cannot be readily included under a scheduled item it shall be added to the Price Schedule by the Contractor as
a new item. Any item left unpriced by the Tenderer will be deemed to be included in the prices tendered for
other items.
Additional sand for the construction of the wastewater treatment pond will be available free of charge from an
area within 4km of the WWTP. The Contractor shall allow for the mining, transportation, stockpiling and
placement of sand in item 2.3.1 together with reinstatement to pasture of the mined area. The Principal will
obtain any necessary Resource Consents.
All Mechanical and Electrical items and associated civil works will be procured directly by the Principal.
[Type text]
Contract No C4/1201 Himatangi Beach Community Sewerage Scheme
Revised Price Schedules – March 2012
Tenderers shall enter quantities of pipework under items 2.2.2.1 to 12.
Summary of Amounts
ITEM
AMOUNT
SUB-TOTAL SEPARABLE PORTION A – DESIGN PHASE
SUB-TOTAL SEPARABLE PORTION B – SUPPLY AND CONSTRUCTION PHASE
SUB-TOTAL SEPARABLE PORTION C – SUPPLY AND INSTALLATION ON-LOT
FACILITIES CONSTRUCTION PHASE
SUB-TOTAL SEPARABLE PORTION D – ONGOING SUPPLY AND INSTALLATION
OF ON-LOT FACILITIES
SUB-TOTAL UNSCHEDULED ITEMS (TENDERER TO SPECIFY)
TOTAL AMOUNT OF TENDER
$
Signature
Name of Tenderer
Date
[Type text]
Contract No C4/1201 Himatangi Beach Community Sewerage Scheme
Revised Price Schedules – March 2012
PRICE SCHEDULE
HIMATANGI BEACH COMMUNITY SEWERAGE SCHEME
1.0 SEPARABLE PORTION A – DESIGN PHASE
ITEM DESCRIPTION
UNIT QUANTITY
RATE
AMOUNT
Design
Undertake comprehensive design and documentation
of all parts of the wastewater collection, reticulation
and treatment system. Design to be undertaken in
three parts
1.1 Concept Design
Concept design with full system description,
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preliminary layout, sizes and proposed key
components. Preliminary analysis, calculations and
concept design report submit to Principal and meet to
discuss issues.
1.2 Developed (80%) Design
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Developed design calculations, drawings, specification
including separate specification for on lot works .
Product names, suppliers, etc
Developed design report, submit to Principal and meet
to discuss issues.
1.3 100% Design and Documentation
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Prepare final construction drawings and specification
incorporating all agreed issues arising out of items 1.1
and 1.2.
Provision of final design report, analysis and
calculations and PS1 Design Producer Statement
SUB-TOTAL SEPARABLE PORTION A – DESIGN PHASE
$
[Type text]
Contract No C4/1201 Himatangi Beach Community Sewerage Scheme
Revised Price Schedules – March 2012
HIMATANGI BEACH COMMUNITY SEWERAGE SCHEME
2.0 SEPARABLE PORTION B – SUPPLY AND CONSTRUCTION PHASE
ITEM DESCRIPTION
UNIT QUANTITY
RATE
AMOUNT
2.1 Preliminary and General
1
2.1.1 Insurances, bonds, fees, permits, etc
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2.1.2 Setting out
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2.1.3 Establishment and disestablishment
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2.1.4 Engineering Observation oversight by Public
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Reticulation Designer at a level to adequately control
and monitor construction standards and provide
Producer Statement PS4 on completion
2.1.5 Provision of all other items required by the
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Preliminary and General clauses of the Contract
Documents or otherwise needed to complete the
project in accordance with the Contract Documents
Sub-Total Preliminary and General
$
ITEM DESCRIPTION
UNIT QUANTITY RATE
AMOUNT
2.2
Public Reticulation – Separable Portion B
2.2.1 Supply and install rising main boundary kits
No
400
comprising non-return valve, flushing tee and
isolation or stop valve, contained within a valve box
with lid, allow for connection to individual property
pipework
2.2.2 Supply and lay reticulation in public streets and other
public areas (berms, parks etc) Allow for valves, tees,
bends etc to provide services to individual lots. Pipe
sizes and lengths to be defined by Contractor
2.2.2.1 DN 40 by trenching
m
2.2.2.2 DN 40 by other method
m
2.2.2.3 DN 50 by trenching
m
2.2.2.4 DN 50 by other method
m
2.2.2.5 DN 63 by trenching
m
2.2.2.6 DN 63 by other method
m
2.2.2.7 DN 75 by trenching
m
2.2.2.8 DN 75 by other method
m
2.2.2.7 DN 90 by trenching
m
2.2.2.8 DN 90 by other method
m
2.2.2.7 DN 110 by trenching
m
2.2.2.8 DN 110 by other method
m
2.2.2.9 Other size DN ……. by trenching
m
2.2.2.10 Other size DN …….by other method
m
2.2.2.11 Other size DN ……. by trenching
m
2.2.2.12 Other size DN …….by other method
m
2.2.3 E/O for reinstatement in public streets
Concrete driveway areas
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[Type text]
Contract No C4/1201 Himatangi Beach Community Sewerage Scheme
Revised Price Schedules – March 2012
Asphalt driveway areas
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Grassed areas
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Concrete footpath areas
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Bituminous surfaced (chipseal) carriageway areas
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Bituminous surfaced (chipseal) footpath areas
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2.2.4 Supply and lay reticulation from Koputara/Himatangi
Beach Road to proposed treatment facility. Allow for
valves, tees, bends, stream crossing, all consents for
stream crossing, and all reinstatement. Pipe sizes and
lengths to be defined by Contractor
2.2.4.1 DN ……. by trenching
m
2.2.4.2 DN …….by other method
m
2.2.4.3 DN ……. by trenching
m
2.2.4.4 DN …….by other method
m
2.2.5 Public Pump Station (if required)
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Supply and install pump station including operational
and emergency storage, pumps and all controls and
instrumentation
Sub-Total Public Reticulation
$
ITEM DESCRIPTION
UNIT QUANTITY RATE
AMOUNT
2.3
Wastewater Treatment Facility - – Separable
Portion B
2.3.1 Construct wastewater treatment pond, including
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lining as applicable and all associated pipework,
security fencing and lockable gate, vehicular hard
standing area as per CPG drawings nos:705434 WW-
01 to 04
2.3.2 Supply of potable water to the treatment facility
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2.3.3 Upgrade existing access way from Lake Road to
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proposed treatment facility entrance and construct
new WWTP site access way.
Sub-Total Wastewater Treatment facility
$
ITEM DESCRIPTION
UNIT QUANTITY
RATE
AMOUNT
2.4
Commissioning of Public Reticulation - –
Separable Portion B
2.4.1 Commission all public reticulation and confirm its
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operation meets the design standards proposed
2.4.2 Defects Liability Period
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Maintain and operate the public reticulation facilities
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Contract No C4/1201 Himatangi Beach Community Sewerage Scheme
Revised Price Schedules – March 2012
for the duration of the Defects Liability Period.
Sub-Total Commissioning Public Works
$
SUMMARY
ITEM DESCRIPTION
AMOUNT
2.1 Sub-Total Preliminary and General
$
2.2 Sub-Total Public Reticulation
$
2.3 Sub-Total Wastewater Treatment facility
$
2.4 Sub-Total Commissioning Public Reticulation
$
SUB-TOTAL SEPARABLE PORTION B – SUPPLY AND CONSTRUCTION PHASE
$
[Type text]
Contract No C4/1201 Himatangi Beach Community Sewerage Scheme
Revised Price Schedules – March 2012
HIMATANGI BEACH COMMUNITY SEWERAGE SCHEME
3.0 SEPARABLE PORTION C – SUPPLY AND INSTALLATION ON-LOT FACILITIES CONSTRUCTION
PHASE
ITEM DESCRIPTION
UNIT QUANTITY
RATE
AMOUNT
3.1 Preliminary and General - – Separable Portion C
3.1.1 Insurances, bonds, fees, permits, etc
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1
3.1.2 Setting out
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3.1.3 Establishment and disestablishment
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3.1.4 Provision of all other items required by the
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Preliminary and General clauses of the Contract
Documents or otherwise needed to complete the
project in accordance with the Contract Documents
3.1.5 Community and property owner liaison
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Sub-Total- Preliminary and General
$
ITEM DESCRIPTION
UNIT QUANTITY
RATE
AMOUNT
3.2
On lot Works – Separable Portion C
3.2.1 Supply and delivery to site of packaged domestic
sewage pump station or package pre-treatment units
(as applicable) complete with holding tank with lid,
pump, pipework, fittings and valves, control panel,
float switch and high-level alarm float switch with
remote audio-visual alarm,
(MEASUREABLE ITEM)
3.2.1.1 Single pump units (Upper limit 250 Units Lower limit
No.
200
150 Units)
3.2.1.2 Supply and install pump units in new wet well for
PS
1
75,000.00
Camp Site including new switchgear, controls and
power supply and modifications to existing Camp Site
drainage as required
3.2.1.3 Supply and install pump in existing wet well for Public
PS
1
15,000
Toilet Block and connected Community Facilities
including all modifications to existing drainage and
connection to new reticulation as required
3.2.1.4 Spare Pumps for domestic packaged pump stations
No.
3
3.2.2.1 Install packaged domestic sewage pump station or
No.
200
package pre-treatment units, allow for any construction
dewatering, reinstatement of all surfaces, and
appropriately sized power supply cabling between the
property switchboard and the PSU Control Unit and
connection to property switchboard. (boundary box
installation to be part of public reticulation works)
Single pump units (Upper limit 250 Units Lower limit
150 Units)
(MEASURABLE ITEM)
3.2.2.2 Install pressure main from PSU to boundary kit
No.
200
3.2.3 Anti Flotation
No.
200
E/O Item 3.2.2.1 for provision of anti-floatation
measures as per manufacturer's specifications (such
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Contract No C4/1201 Himatangi Beach Community Sewerage Scheme
Revised Price Schedules – March 2012
areas to be identified by Contractor during Design
Phase) -
(MEASUREABLE ITEM)
3.2.4 Concrete Reinstatement
m2
900
E/O Item 3.2.2.2, 3.2.7 and 3.2.8 for reinstatement of
concrete areas, Reinstatement to of min width 100mm
beyond each side of trench, all edges to be saw cut and
reinforced with 335 mesh min 100 mm thick or to
match existing where existing exceeds 100 mm
(MEASUREABLE ITEM)
3.2.5 Bituminous Surfacing Reinstatement (Chipseal)
m2
900
E/O Item 3.2.2.2, 3.2.7 and 3.2.8 for reinstatement of
bituminous surfaced areas, Reinstatement to of min
width 100mm beyond each side of trench, all edges to
be saw cut, min 25 mm thick over min 150 mm AP40
basecourse, or to match existing where existing
exceeds these thicknesses
(MEASUREABLE ITEM)
3.2.6 Grass Reinstatement
m2
2400
E/O Item 3.2.2.2, 3.2.7 and 3.2.8 for reinstatement of
grassed areas, Reinstatement to of min width 100mm
beyond each side of trench, min 100 mm topsoil.
(MEASUREABLE ITEM)
3.2.7 Supply and install DN100 gravity sewer connections
No.
200
including all fittings from private property gully traps
to new on-lot units, allow up to 3 m per property.
(MEASUREABLE ITEM)
3.2.8 E/O Item 3.2.7 for additional length of gravity sewer
m
500
connection
(MEASUREABLE ITEM)
3.2.9 Pump out, decommission and fill in with sand or other
No.
180
material existing septic tanks (where applicable). Cut
off existing inlet/outlet pipes and plug with concrete
all pipes left in ground and abandoned.
(MEASUREABLE ITEM)
3.2.10 Post completion commissioning all units including
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control, instrumentation and pump capacity checks
3.2.11 Maintain at no cost to Principal for duration of defects
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liability period
3.2.12 Provide generic Operation and Maintenance manual
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including all commission information, products
incorporated in system, recommendations for regular
maintenance, names and contacts of local repair and
maintenance agents and As Builts of each unit
3.2.13 Provide Home Owners Manual to each property
No.
200
owner
3.2.14 Provide guarantees for system for total four (4) years
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from end of Defects Liability Period
Sub-Total On lot works
$
[Type text]
Contract No C4/1201 Himatangi Beach Community Sewerage Scheme
Revised Price Schedules – March 2012
SUMMARY
ITEM DESCRIPTION
AMOUNT
3.1 Sub-Total Preliminary and General
$
3.2 Sub-Total On lot works
$
SUB-TOTAL SEPARABLE PORTION C – SUPPLY AND INSTALLATION ON-LOT
$
FACILITIES CONSTRUCTION PHASE
[Type text]
Contract No C4/1201 Himatangi Beach Community Sewerage Scheme
Revised Price Schedules – March 2012
HIMATANGI BEACH COMMUNITY SEWERAGE SCHEME
4.0 SEPARABLE PORTION D – ONGOING SUPPLY AND INSTALLATION OF ON-LOT FACILITIES
ITEM DESCRIPTION
UNIT QUANTITY
RATE
AMOUNT
4.1 Preliminary and General – Separable Portion D
4.1.1 Insurances, bonds, fees, permits, etc
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1
4.1.2 Setting out
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4.1.3 Establishment and disestablishment
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4.1.4 Provision of all other items required by the
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Preliminary and General clauses of the Contract
Documents or otherwise needed to complete the
project in accordance with the Contract Documents
4.1.5 Community and property owner liaison
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Sub-Total Preliminary and General
$
ITEM DESCRIPTION
UNIT QUANTITY
RATE
AMOUNT
4.2
On lot Works – Separable Portion D
4.2.1 Supply and delivery to site of packaged domestic
sewage pump station or package pre-treatment units
(as applicable) complete with holding tank with lid,
pump, pipework, fittings and valves, control panel,
float switch and high-level alarm float switch with
remote audio-visual alarm,
Single pump units (Upper limit 250 Units Lower limit
No.
200
150 Units)
4.2.2.1 Install packaged domestic sewage pump station or
No
200
package pre-treatment units, allow for any
construction dewatering, reinstatement of all
surfaces, pressure main to boundary, and
appropriately sized power supply cabling between the
property switchboard and the PSU Control Unit and
connection to property switchboard. (boundary box
installation to be part of public reticulation works)
(Upper limit 250 Units Lower limit 150 Units).
4.2.2.2 Install lateral from PSU to boundary kit
No
200
4.2.3 Anti Flotation
No.
200
E/O Items 4.2.2.1 for provision of anti-floatation
measures as per manufacturer's specifications (such
areas to be identified by Contractor during Design
Phase) -
(MEASUREABLE ITEM)
4.2.4 Concrete Reinstatement
m2
900
E/O Item 4.2.2.2 , 4.2.7 and 4.2.8 for reinstatement of
concrete areas, Reinstatement to of min width 100mm
beyond each side of trench, all edges to be saw cut and
reinforced with 335 mesh min 100 mm thick or to
[Type text]
Contract No C4/1201 Himatangi Beach Community Sewerage Scheme
Revised Price Schedules – March 2012
match existing where existing exceeds 100 mm
(MEASUREABLE ITEM)
4.2.5 Bituminous Surfacing Reinstatement (Chipseal)
m2
900
E/O Item 4.2.2.2, 4.2.7 and 4.2.8 for reinstatement of
bituminous surfaced areas, Reinstatement to of min
width 100mm beyond each side of trench, all edges to
be saw cut, min 25 mm thick over min 150 mm AP40
basecourse, or to match existing where existing
exceeds these thicknesses
(MEASUREABLE ITEM)
4.2.6 Grass Reinstatement
m2
2400
E/O Item 4.2.2.2, 4.2.7 and 4.2.8 for reinstatement of
grassed areas, Reinstatement to of min width 100mm
beyond each side of trench, min 100 mm topsoil.
(MEASUREABLE ITEM)
4.2.7 Supply and install DN100 gravity sewer connections
No.
200
from private property gully traps to new on-lot units,
allow 3 m per property.
(MEASUREABLE ITEM)
4.2.8 E/O Item 4.2.7 for additional length of gravity sewer
m
500
connection.
(MEASUREABLE ITEM)
4.2.9 Pump out, decommission and fill in with sand or other
No.
180
material existing septic tanks (where applicable) Cut
off existing inlet/outlet pipes and plug with concrete
all pipes left in ground and abandoned-
(MEASUREABLE ITEM)
4.2.10 Post completion commissioning all units including
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control, instrumentation and pump capacity checks
4.2.11 Maintain at no cost to Principal for duration of Defects
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Liability Period
4.2.12 Update generic Operation and Maintenance manual
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including all commission information, products
incorporated in system, recommendations for regular
maintenance, names and contacts of local repair and
maintenance agents and As Builts of each unit
4.2.13 Provide Home Owners Manual to each property
No.
200
owner
4.2.14 Provide guarantees for system for total five (5) years
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from end of Defects Liability Period
Sub-Total On lot works
$
SUMMARY
ITEM DESCRIPTION
AMOUNT
4.1 Sub-Total Preliminary and General
$
4.2 Sub-Total On lot works
$
SUB-TOTAL SEPARABLE PORTION D – ONGOING SUPPLY AND INSTALLATION OF
$
ON-LOT FACILITIES
[Type text]
Contract No C4/1201 Himatangi Beach Community Sewerage Scheme
Revised Price Schedules – March 2012
HIMATANGI BEACH COMMUNITY SEWERAGE SCHEME
5.0 SEPARABLE PORTION E – OPERATIONAL SUPERVISION AND PERFORMANCE PROVING PERIOD
This Separable Portion is deleted from the Contract Scope.
[Type text]
Contract No C4/1201 Himatangi Beach Community Sewerage Scheme
Revised Price Schedules – March 2012
HIMATANGI BEACH COMMUNITY SEWERAGE SCHEME
6.0 UNSCHEDULED ITEMS (TENDERER TO SPECIFY)
ITEM DESCRIPTION
UNIT
QUANTITY RATE
AMOUNT
6.1
6.2
6.3
6.4
SUB-TOTAL UNSCHEDULED ITEMS (TENDERER TO SPECIFY)
$
[Type text]
Contract No C4/1201 Himatangi Beach Community Sewerage Scheme
Revised Price Schedules – March 2012
6.2
SCHEDULE OF DAYWORKS AND MARGINS
To be used when the engineer authorises variations that cannot be priced based on schedule rates or pre-
agreed quotations.
Unit
Quantity Rate
Amount
Supply of manpower/equipment on a
dayworks basis (rate only) (exclusive
of GST). All rates shall be inclusive of
all supervision, administration,
disbursements and overhead costs.
Project Manager
Hr
Technical Leader
Hr
Senior Engineer
Hr
Intermediate Engineer
Hr
Graduate Engineer
Hr
CAD Technician
Hr
Planner
Hr
Survey Team
Hr
Supervisor/foreman
Hr
Site Labourer
Hr
Plant inclusive of operator
Truck 6m3
Hr
Truck 8m3
Hr
Truck 10m3
Hr
Hitachi 200 Excavator (or equivalent)
Hr
Rubber tyred loader
Hr
Grader
Hr
Small trench excavator suitable for
Hr
cabling
Percentage of on and off site overheads and profit and rate per working day. Ref. NZS 3910 Clause 1.2 and 9.3.
On-Site Overheads
%
Off-Site Overheads and Profit
%
Rate per working day
$
Margin on Subcontractors
%
Margin on Materials
%
Other
[Type text]
Contract No C4/1201 Himatangi Beach Community Sewerage Scheme
Revised Price Schedules – March 2012
6.3
PUMP UNIT SPECIFICATION SCHEDULE
(to be completed by Tenderer)
Better than
Meet
Specification
Specification
Specification of
Minimum
Minimum
Topic
Minimum
Tendered Unit
Compliance -
Compliance Explanation
Single Pump Unit
Pump
Single phase motor
Yes / No
Pump
Semi-positive
Yes / No
displacement type
Pump EQD - electrical quick
Ease of maintenance
Yes / No
disconnect
requirements
Pump delivery (minimum)
0.40l/s at 45m head
Yes / No
Grinder pump and control
Conform to AS/NZS
Yes / No
panel
3350.2.41
Motor
Capacitor start,
Yes / No
capacitor run.
Submersible options
must be rated to IP68,
submersible to 5m
Motor capacity (hp)
1
Yes / No
Motor size (kW) - minimum
0.45
Yes / No
Motor (rpm)
1450
Yes / No
Motor power supply
240 volts
Yes / No
Motor power supply
50 Hz
Yes / No
Motor power supply cable -
15m
Yes / No
not less than
Starting current - not greater
30 amperes
Yes / No
than
Starting torque - not less than 15.6 Nm
Yes / No
Protection against running
Automatic reset
Yes / No
overloads or locked rotor
conditions
Grinder impellor mechanism - 1500 rpm
Yes / No
not greater than
Maximum flow rate through
1.2 m/2
Yes / No
cutting mechanism - not
greater than
Storage capacity - total
600
Yes / No
(litres) - minimum
Active storage capacity -
25
Yes / No
pump on to pump off (litres) -
minimum
Storage volume - alarm to
400
Yes / No
overflow (litres) - minimum
[Type text]
Contract No C4/1201 Himatangi Beach Community Sewerage Scheme
Revised Price Schedules – March 2012
Better than
Meet
Specification
Specification
Specification of
Minimum
Minimum
Topic
Minimum
Tendered Unit
Compliance -
Compliance Explanation
Retained storage volume -
100
Yes / No
volume remaining when
pump turns off (litres) -
maximum
General Storage tank material
High density
Yes / No
polyethylene or FRP
(state which) to
AS/NZS 1546.1.1998
Storage tank protection
Designed for concrete
Yes / No
against flotation
ballast
Operating head
40m
Yes / No
Maximum head
55m
Yes / No
Check valve
Swing or ball type
Yes / No
Anti-siphon valve
No holes in discharge
Yes / No
piping. A dedicated
anti-siphon device
must be provided.
Cover
Lockable
Yes / No
Cover - resistant loading
500 kg
Yes / No
capacity - minimum
Minimum depth of inlet
Min: 600mm
Yes / No
connection below cover level
Controls
Float switch, pressure
Yes / No
switch or poles
Control panel
Rated IP65
Yes / No
Control panel
Insulated cover
Yes / No
Control panel
Detailed specification
Yes / No
Control panel
Installation drawings
Yes / No
Control panel
Wiring drawings
Yes / No
Alarm
Manual reset capacity
Yes / No
Alarm
Audible alarm with
Yes / No
auto reset and visual
red light, with manual
reset mounted on
control panel
Manual
Detailed installation
Yes / No
instructions
Manual
Operations
Yes / No
instructions
Manual
Maintenance
Yes / No
instructions
[Type text]
Contract No C4/1201 Himatangi Beach Community Sewerage Scheme
Revised Price Schedules – March 2012
6.4
PUMP UNIT QUALITY OF SERVICE OFFERED SCHEDULE
(to be completed by Tenderer)
Tender Offering
Meets
Above
Service Topic
Intent
Minimum Offering
Minimum
Minimum
Compliance Compliance -
Explanation
Standard
No hold up in
Pumps will normally be Yes / No
delivery time
construction
delivered within 30
days of being ordered
and will be
discounted by 10% if delivered
late
Breakdown
Customer
Pumps will be
Yes / No
and repair
satisfaction
delivered within three
delivery time
days of a
breakdown occurring regardless of
the reason for the
breakdown
Performance
Customer
Provide a written
Yes / No
guarantee
satisfaction
Performance
guarantee,
guaranteeing that the
pump units offered are
designed to give a 25
year service life.
Training
Accredited staff
Training and
Yes / No
services
accreditation session/s
required as per tender
requirement
Spare parts
Future
Spare parts will be
Yes / No
available for a period of
at least 20 years from
the date of signing of
the contract
Financial
Pre-requisite
Bank Guarantee
Yes / No
viability
Indemnity
Testing and
Quality control
Tenderer to supply
Yes / No
commissioning
typical
test and
commissioning checklist and assist
with testing and
commissioning of
individual units post
installation, prior to
issue of Certificate of
Completion to
accredited Contractor
[Type text]
Contract No C4/1201 Himatangi Beach Community Sewerage Scheme
Revised Price Schedules – March 2012
Tender Offering
Meets
Above
Service Topic
Intent
Minimum Offering
Minimum
Minimum
Compliance Compliance -
Explanation
Commercial
Clear
If the Tenderer is not
Yes / No
viability
accountability
the Manufacturer,
Manawatu District
Council requests that
the Tenderer should
provide written
confirmation of
unconditional support
from the Manufacturer
signed by the most
Senior Manager of the
Manufacturer or as
delegated in writing
