A.02.12 PWS - Harlan County Crane Rental 04082026.pdf
PDF 3 MB Posted
- Attached to
- Crane and Operator Rental for USACE Kansas City District, Harlan County Lake Project, Republican City NE
- Solicitation number
- W912DQ26QA051
About this file
This is a Performance Work Statement (PWS) for portable crane services related to the Harlan County Lake Project Office, U.S. Army Corps of Engineers, Kansas City District.
The contractor must provide all personnel, equipment, and labor required to mobilize and assist with dredge assembly and placement operations at Gremlin Cove in Republican City, Nebraska. The base contract scope includes: (1) mobilizing and assisting with assembly of a dredge by lifting two pontoons from trucks and positioning them over water, lifting the center section between pontoons, and lifting two spuds onto the dredge attachment points. Option 1 covers removal of the assembled dredge from water, requiring removal of spuds prior to removal and placement on either a trailer or pad near the boat ramp. Option 2 covers placement of the assembled dredge in water, picking it from a trailer or pad and placing it in water, then reinstalling the two spuds. The contractor must submit detailed crane specifications within seven business days of award and a lift plan in accordance with EM 385-1-1 a minimum of seven business days prior to each scheduled lift. The contractor is responsible for all rigging equipment and personnel, including qualified riggers and signalers, and must ensure the crane has tires suitable for protecting concrete surfaces. Below-the-hook lifting devices must be inspected per ASME B30 standards prior to use. The project schedule spans April 2026 through October 2028, with base work in April and October 2026, Option 1 in April and October 2027, and Option 2 in April and October 2028. Working hours are 7:30 a.m. to 5:00 p.m., Monday through Friday. The contractor must comply with USACE Safety Manual (EM 385-1-1) and OSHA standards. Key equipment specifications include a Titan 10 center section weighing 36,150 lbs, pontoon assemblies weighing 17,350–23,300 lbs depending on fuel status, and individual spuds weighing 2,030 lbs each. Primary project contacts are James Dubbs (Contracting Officer Representative and Project Engineer) and Tom Zikmund (Operations Program Manager).
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Pa ge 1 of 6
US Army Corps of Engineers Kansas City District You Matter - We Care
PEROFROMANCE WORK STATEMENT (PWS)
PORTABLE CRANE HARLAN COUNTY
LAKE PROJECT OFFICE U. S. ARMY CORPS
OF ENGINEERS
1.0 Project Scope:
The generalscope of this project is for the Contractor to perform the following on-site activities. The Contractor must supply all personnel required for a safe lift, including rigger and signaler. The Contractor is responsible for submitting a lift plan for review a minimum of 7 business days prior to the scheduled lift. Upon award, the Contractor must submit the specifications of the intended cranes to be used so that a bridge load rating may be performed by USACE.
1. Base contract Mobilize and assist assembly of dredge in Gremlin Cove. First lift pontoons
(2) from truck and place over water for assembly. Lift center section from truck and place between pontoons for assembly. Lift two spuds from truck and place on attachment point of dredge.
2. Option 1 Mobilize and assist with removal of assembled dredge from water at Gremlin Cove.
This requires the removal of the two spuds prior to being removed from the water. The dredge will either be placed on trailer or placed on pad near boat ramp.
3. Option 2 Mobilize and assist with placement of the assembled dredge in Gremlin Cove. It will be picked from trailer or pad and placed in water. After placement of the Dredge in water. The two spuds are to be placed back onto the dredge.
Additional information is found in the attached For Information Only drawings unless specific a lly noted otherwise, the Contractor will be responsible for furnishing all labor and equipment to complete the work.
The crane must have tires suitable to protect concrete when traveling. When used, riggers must be placed on mats so that lifts do not damage concrete.
The Contractor’s qualified person must inspect the below-the-hook lifting devices, whether supplied by USACE or Contractor, per ASME B30 prior to use.
2.0 Project Location:
Harlan County Project Office 70788 Corps RD A Republican City, NE 68971
3.0 Project Office Contacts:
Primary Point of Contact (POC), Contracting Officer Representative (COR), and Project Engineer James Dubbs james.m.dubbs@usace.army.mil 816-389-2182
Opera tions Program Manager (OPM) at Harlan County Project Tom Zikmund thomas.j.zikmund@usace.army.mil 816-389-34965 mailto:brian.t.turk@usace.army.mil mailto:Rolf.J.Harms@usace.army.mil
Pa ge 2 of 6 of Engineers Kansas City District You Matter - We Care
4.0 Safety:
The Contractor shall abide by the safetyand healthprovisions of USACE Safety Manual (EM 385- 1-1, Safety a nd Health Requirements). Copies of this manual are available electronically on the USACE Safety and Occupational Health Office web site: http://www.usace.army.mil/Safety-and- Occupational-Health/. The Contractor shall a lso comply with Occupational Safety and Health Act (OSHA) standards.
The submitted lift pla n shall be in accordance with EM 385-1-1.
5.0 Schedule and Working Hours:
The entire dredge project is expected to be completed by April 2026. The Government will provide 7 business days of notice prior to actual date crane is needed. The Base Contract Line Items will take place in April and October of 2026. Option 1 will take place April and October of 2027. Option 2 will take place in April and October of 2028.
Specifications for the intended cranes during each mobilization shall be submitted within 7 business days of award. Lifting plan for the dredge sections and spuds, complete dredge, and spuds shall be submitted within 7 business days of the scheduled lift.
The Contractor personnel may be required to work between the hours of 7:30 a.m. and 5 :00 p.m., Monday through Friday.
6.0 Approximate Weights
Titan 10 Center Section with Cab, Canopy, and 20ft lbs kg (6.1m) Digging Depth Boom Configuration 36150 16395 Pontoon Assembly with Handrails Empty 17350 7868 (No Spud Holders or Tail Winch) Full of Fuel 23300 10567 Front Walkway with Handrails 880 399 25ft Long Spud (Each) 2030 921 Titan 10 Discharge Pipe Assembly 590 268 http://www.usace.army.mil/Safety-and-Occupational-Health/ http://www.usace.army.mil/Safety-and-Occupational-Health/ http://www.usace.army.mil/Safety-and-Occupational-Health/
Pa ge 3 of 6 of Engineers Kansas City District You Matter - We Care
Figure 1. Method for lifting Cylinder Assembly.
of Engineers Kansas Qty District You Matter - We Qre
Figure 16: Lifting Boom and Center Section Assembly
(Canopy Removed for Rigging Clearance)
Figure 34: Lifting Locations for the Assembled Dredge
38'11" [11.86m] m
Use the appropriate rigging and equipment for lifting. Attach rigging to the four lifting eyes provided on the two pontoons as illustrated in Figure 34. Gain access to the lifting points by removing the front handrail toe kick plates and one section of discharge pipe as illustrated in Figure 33. Place the toe kick plates in a safe location for re-installation after lifting the dredge. Flip open the cover plates covering the four lifting eyes. Remove the end handrails if needed for clearance. If removed, place the handrails in a safe location for re-installation after lifting the dredge.
Warning. It is not recommended to lift the dredge with the spuds installed. The spuds should not be installed or be removed prior to lifting the dredge.
Site location Gremlin Cove Facing SW
Site location Gremlin Cove Facing NW
| PEROFROMANCE WORK STATEMENT (PWS) PORTABLE CRANE HARLAN COUNTY LAKE PROJECT OFFICE U. S. ARMY CORPS OF ENGINEERS |
| 1.0 Project Scope: |
| 2.0 Project Location: |
| 3.0 Project Office Contacts: |
| 4.0 Safety: |
| 5.0 Schedule and Working Hours: |
| 6.0 Approximate Weights |
| Figure 1. Method for lifting Cylinder Assembly. |
| Figure 16: Lifting Boom and Center Section Assembly (Canopy Removed for Rigging Clearance) |
Use the appropriate rigging and equipment for lifting. Attach rigging to the four lifting eyes provided on the two pontoons as illustrated in Figure 34. Gain access to the lifting points by removing the front handrail toe kick plates and one section o...
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