View Contract Details

Provision of Pavement Materials & Pre-coated Screenings  

Department of Transport and Main Roads
Level 12, 61 Mary Street, Brisbane, QLD, Australia, 4000
Department of Transport and Main Roads - RoadTek
WBB701
Provision of Pavement Materials & Pre-coated Screenings (WBB701)
Goods and Services
Provision of Pavement Materials & Pre-coated Screenings

Supply & Deliver road paving materials and screenings to Bundaberg-Gin Gin Rd 10km from Bundaberg at Splitters Creek

REQUIREMENTS & TIMING

1,750 tonne Type 2.1 pavement material

3,500 tonne Type 2.3 pavement material

2,000 tonne CBR 10 material

75 tonne 10mm precoagted aggregate

175 tonne 14mm precoated aggregate

Note: All materials are to be delivered into stockpile. Hoever please supply an additional rate for delivery to site in side-tippers

RoadTek may award the contract to more than one supplier.

Project Specification

General

All work associated with the Offer shall be performed in accordance with the Department’s Technical Standard:

-        MRS05 (11/19) – Unbound Pavements NEW SPECIFICATION

-        MRS22 (11/18) – Cover Aggregate.

-       MRS50 (11/19) – Specific Quality System Requirements

A copy of these specifications is available from www.tmr.qld.gov.au or by contacting the project manager.

Testing Requirements

The Offeror shall undertake testing of the material using a NATA Certified Laboratory for the scope of testing required and registered (unconditional) with the Department of Transport and Main Roads as a CMT Supplier. This laboratory shall not subcontract any part of the scope of testing without express approval of the customer.

Paving Material – Type 2.1

Maximum 5000 tonne lot

Material Property

Normal Testing Level

Particle size distribution Q103A

1 per 1000 tonne

Fines ratio (fines ratio, 0.075mm to 0.425mm sieves)

1 per 1000 tonne

Liquid limit – Q104A

1 per 1000 tonne

Plastic limit and plasticity index – Q105

1 per 1000 tonne

Linear shrinkage – Q106

1 per 1000 tonne

Linear shrinkage x% passing 0.425mm sieve

1 per 1000 tonne

California bearing ratio – Q113A – ONLY for Type 2.3

1 per 2500 tonne

Flakiness index – Q201

1 per 5000 tonne

Wet/dry strength variation – Q205C

See Note below

Degradation factor – Q208B

See Note below

Ten percent fines value – Q205B

See Note below

Note: As per the Approved Testing Frequency Level of the Quarry Registration Certificate, for the specific quarry

Cover Aggregate Material – 

For each material property, a minimum of one (1) test result shall be available which is traceable to the material in stockpile.

Source Rock Tests:                      Max Lot Size 5000t

Material Property

Normal Testing Level

Ten percent fines value (wet) – Q205B

as per the Approved Testing Frequency Level of the Quarry Registration Certificate, for the specific quarry

Wet/dry strength variation – Q205C

 

Degradation factor – Q208B

 

Water Absorption – Q214B

 

 

 

Product Tests:                              Max Lot Size 1000t

Particle size distribution - Q103B

1 test per 1000t

Flakiness index – Q201

Average least dimension – Q202

Degree of precoating – Q217

Weak particles 2 – Q216

Crushed particles 1, 2 – Q215

1 test per 5000t

1 Required only where aggregate is obtained from other than a blasted quarry face

2 Testing to be undertaken on product prior to pre-coating

Material Conversion: - For the purposes of evaluation each Offeror shall include details of the relevant conversion rates of the respective material.

17 Mar, 2021
Concrete or aggregates or stone products manufacturing services - (100%)
selective offer process
No
$234,878 (Estimate)
Wide Bay Burnett
17 Mar, 2021
3
Alanna Young
OFFICE: (07) 41312532
alanna.r.young@tmr.qld.gov.au

Contractors

Booyal Quarries
196 Ringwood Road, Booyal, QLD, Australia, 4671
Price: $ 0.00