Attachment 1 RPT-A RAAF Base Curtin SOO for Material and Equipment.pdf
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- Construction Material and Heavy Equipment Rental
- Solicitation number
- FA502526AQ010
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Statement of Objectives Summary: RAAF Base Curtin MAAS Repair/Replace Project
This is a Statement of Objectives for the Royal Australian Air Force (RAAF) Base Curtin Mobile Aircraft Arresting System (MAAS) Repair/Replace Project, dated 14 June 2026. The project encompasses repair and replacement of concrete equipment pads on both ends of Runway 11-29 at RAAF Base Curtin, Derby, Western Australia (6728). All work must be performed at this location, with contractors responsible for all delivery/mobilization and recovery/demobilization costs.
The contractor must procure and provide five primary categories of materials and equipment: (1) heavy equipment and attachment dry hire rentals for eight weeks, including two wheeled excavators (~14t), one wheeled loader (~15t), two compact track loaders with attachments, one road grader, one water truck (10,000-14,000 liter capacity), and two dump trucks, all fully fueled upon delivery; (2) pre-bent rebar per design specifications totaling five types with quantities ranging from 20 to 420 pieces, plus 923 rebar chairs; (3) 342 cubic meters of 300 PSI (20 MPa) concrete, along with 549 cubic meters of 250-micron plastic sheeting in 4-meter wide rolls, 30 gallons of resin-based concrete cure, and 1 gallon of concrete bonding compound; (4) 398 tons (439 tonnes) of 3/4" base course rock; and (5) industrial waste disposal services including large dumpsters (6-9 cubic meters) for demolition materials. All deliveries require 48-hour advance coordination with the government representative. Heavy equipment mobilization is scheduled for Friday, July 10, 2026, with recovery no earlier than 31 August 2026. Rebar, rock base, plastic sheeting, and concrete cure materials must arrive by Friday, July 17, 2026. Concrete delivery follows a coordinated schedule per Attachment (3). All dumpsters and disposed materials must be collected by Friday, August 31, 2026.
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| File | Type | Posted |
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| RAAF Curtin Construction Material and Heavy Equipment Rental - Sources Sought.pdf |
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Statement of Objectives – RAAF Base Curtin MAAS Repair/Replace Project 14 June 2026
Royal Australian Air Force (RAAF) Base Curtin Mobile Aircraft Arresting System (MAAS) Repair/Replace Project Statement of Objectives
1) PURPOSE/BACKGROUND: Project scope includes all material and equipment necessary for the
Expeditionary Theater Engineer Group (ETSG) to repair and replace concrete equipment pads used for the Mobile Aircraft Arresting System (MAAS) on both ends of Runway 11-29 at Royal Australian Air Force (RAAF) Base Curtin.
2) LOCATION OF ALL WORKS: RAAF Base Curtin, Derby, Western Australia, 6728
a. All contractor(s) shall delivery/mobilize and recover/demobilized from this location.
3) OBJECTIVES:
a. Procure heavy equipment and attachment (dry hire) rentals, see Attachment (1):
a. All equipment and attachment are required for eight weeks.
b. Contractor is responsible for delivery/mobilization, transport, and recovery/demobilization and associated costs.
c. Equipment shall be fully fueled upon delivery.
b. Procure Rebar per design, see Attachment (2):
a. Rebar shall be pre-bent, per Attachment (2), by the Contractor prior to delivery.
b. The contractor shall also provide 923 rebar chairs.
c. Contractor is responsible for delivery and transport costs.
c. Procure 342 cubic meters (wet volume) concrete:
a. 300 PSI strength (20 MPa).
b. The contractor shall also provide 549 cubic meters of 250-micron plastic sheeting, in 4-meter wide rolls.
c. The contractor shall also provide 30 Gallons of (113.6 Liters) of concrete cure (resin based).
d. The contractor shall also provide 1 Gallon of (3.8 Liters) of concrete bonding compound.
e. Delivery days/times shall be coordinated between the Government representative and contractor a minimum of 48 hours prior to delivery (notional schedule provided in Attachment (3)).
f. Contractor is responsible for delivery and transport costs.
d. Procure 398 Tons (439 Tonnes) of 3/4" Base Course Rock
a. Delivery days/times shall be coordinated between the Government representative and contractor a minimum of 48 hours prior to delivery.
b. Contractor is responsible for delivery and transport costs.
e. Procure industrial waste disposal:
a. Large (6 to 9 cubic meter) dumpster for scrap wood, demolished concrete, and rebar etc.
b. An empty dumpster shall be provided when a full dumpster is removed from the site.
c. Delivery days/times shall be coordinated between the Government representative and contractor a minimum of 48 hours prior to delivery.
d. Contractor is responsible for delivery/mobilization, transport, and recovery/demobilization and associated disposal costs.
4) PERIOD OF PERFORMANCE:
a. All Heavy Equipment shall be delivered/mobilization on Friday, July 10, 2026 and be recovered/demobilization no earlier than 31 August 2026.
b. All rebar material shall be delivered no later than Friday, July 17, 2026.
c. Concrete shall be delivered in accordance with Attachment (3).
a. Resign, cure, and plastic sheeting be shall be delivered no later than Friday, July 17, 2026.
d. Rock base shall be delivered no later than Friday, July 17, 2026.
e. All dumpsters and disposed material shall be collected no later than Friday, August 31, 2026.
Attachment (1) Heavy Equipment and Attachment List Item Qty Notes
Wheeled Excavator (~14t) 2 Minimum of 5-meter digging depth Wheeled (or Rubber track) required to transition runway without damaging pavement
Smooth Bucket Attachment 1 Attachment for Excavator Toothed Bucket Attachment 1 Attachment for Excavator “Elephant Foot” Plate Compactor Attachment 1 Attachment for Excavator Jackhammer Attachment 1 Attachment for Excavator Wheeled Loader (~15t) 1 1.8–3 m³ bucket Compact Track Loader (CTL) w/ Bucket 2 Wheeled (or Rubber track) required to transition runway without damaging pavement Fork Lift Attachment 2 Attachment for CTL Jack Hammer Attachment 2 Attachment for CTL Sweeper/Broom Attachment 1 Attachment for CTL Road Grader 1 12-18 foot blade required Water Truck 1 Capacity for 10,000 – 14,000 liters
Dump Truck 2 Capacity for 5 m³ Rear Tipper/Dump
Attachment (2) Rebar Schedule
MRES/HWFB Pad Rebar (all dimensions in meters) Type Bar Size Dim
"B" Dim "C"
Dim "D"
Dim "E"
Dim "F"
Dim "H"
Dim "K"
Dim "O"
Quantity
25 #5 0.36 0.99 0.30 0.74 0.36 0.99 0.46 - 100 31 #5 0.41 1.33 0.41 - - 0.92 1.07 1.80 100 1 #4 0.80 6.35 - - - - - - 420 2 #6 0.80 6.35 - - - - - - 280 3 #6 6.35 - - - - - - - 120
MAAS/BAK-12 Pad Rebar (all dimensions in meters) Type Bar Size Dim
"B" Dim "C"
Dim "D"
Dim "E"
Dim "F"
Dim "H"
Dim "K"
Dim "O"
Quantity
20 #5 0.36 0.99 0.30 0.74 0.36 0.99 0.41 - 70 30 #5 0.41 1.33 0.41 - - - - 2.14 70 4 #4 4.42 - - - - - - - 95 5 #4 2.90 - - - - - - - 150 6 #4 0.80 1.22 - - - - - - 175 7 #4 0.80 3.81 - - - - - - 150 8 #4 0.80 5.33 - - - - - - 125 9 #6 0.80 5.33 - - - - - - 85
10 #6 0.80 3.81 - - - - - - 120 11 #5 3.81 - - - - - - - 25 12 #5 5.33 - - - - - - - 20 13 #6 3.81 - - - - - - - 30 14 #6 5.33 - - - - - - - 30
Attachment (3) Concrete Schedule Expected Need Date Volume (wet) Required Notes
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