LS14-357 - Sanford ContractorsCHANGE ORDER
ORDER NUMBER: 1
NAME OF PROJECT: COUNTY OF HARNETT
20" CAMERON HILLS WATERLINE
OWNER: County of Harnett
CONTRACTOR: Sanford Contractors, Inc.
DATE: February 4, 2014
AGREEMENT DATE: September 24, 2012
The following changes are hereby made to the CONTRACT DOCUMENTS: The alignment of the
waterline in the vicinity of Brandywood Court will be shifted approximately 25' from 5' inside the
Right -of -Way (ROW) line toward the edge of pavement of Hwy. 87. The new alignment requires an
open cut of Brandywood Court and associated acceleration lane.
Justification: The shift in alignment is necessary to avoid a conflict with existing underground
utilities in the vicinity of the original alignment 5' inside the ROW (required by NCDOT). The re-
alignment requires an encroachment modification which has been submitted and approved by
NCDOT (see attachments).
THIS INSTRUMENT HAS BEEN
Change to CONTRACT PRICE: $26,740.52 (see attachments for c6fth 06ftWrr)iE MANNER REQUIRE[)
BY THE LOCAL GOVERNMENT BUDGET
Original CONTRACT PRICE: $4,294,946.34 ANA FISCAL CONTROL ACT J`JJ.CJ �
Current CONTRACT PRICE adjusted by previous CHANGE ORDER: N gRNETT cou v FINANCE &F CER we
The CONTRACT PRICE due to this CHANGE ORDER will be increased by $26,740.52
The new CONTRACT PRICE including this CHANGE ORDER will be $4,321,686.86
Requested by:
Recommended by:
Accepted by:
i'
Marziano &
02 -05 -1
Date
,:?.5, I4
.A. Date
X -S__
COUNTY OF HARNETT
20" CAMERON HILLS WATERLINE
Change Order #1 Cost Summary
Waterline Re- alignment at Brandywood Court.
1. *Labor & Equipment for Asphalt Open Cut and Repair $46,890.92
2. Reduction for Normal Labor Cost
160 If @ $ 8.94 / If ($1,430.40)
3. Eliminate Bore and Jack under Brandywood Court (incl. carrier pipe)
60 If @ $ 414.56 / If ($24,873.60)
4. Replace 20" Carrier Pipe with 20" RJ DIP by Direct Bury
60 If @ $ 102.56 / If $6,153.60
TOTAL COST INCREASE: $26,740.52
ORIGINAL CONTRACT PRICE: $4,294,946.34
ADJUSTED CONTRACT PRICE: $4,321,686.86
*See unit cost breakdown attached from Sanford Contractors, Inc.
Page 1 of 1
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PROJECT: Cameron Hills Waterline
LOCATION: Harnett County, NC
ENGINEER: Marziano & McGougan
DATE: January 18, 2014
ITEM
DESCRIPTION
QUANTITY
UNIT
UNIT PRICE
TOTAL
Brandywood Open Cut
1
Re- Mobilization
1
LS
$
3,500.00
$
3,500.00
2
Additional Labor and Equipment
4
Days
$
4,224.00
$
16,896.00
3
Concrete Flowable Fill
51
CY
$
137.72
$
7,023.72
41
No.67 Stone
30
TN
$
35.20
$
1,056.00
5
Steel Traffic Plate Rental
1
LS
$
1,570.80
$
1,570.80
6
Remove & Repalce Curb and Gutter
40
LF
$
55.77
$
2,230.80
7
Replace Monolithic Concrete Island
108
SF
$
7.85
$
847.80
8
Replace Traffic Signal Loop
1
LS
$
2,468.40
$
2,468.40
9
Asphalt Repair - 8 Inch Depth
22
TN
$
255.20
$
5,614.40
10
Restriping
1
LS
$
1,683.00
$
1,683.00
11
Compaction Test - ALLOWANCE
1
LS
$
4,000.00
$
4,000.00
Brandywood Open Cut Cost
$
46,890.92
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
PAT MCCRORY
GOVERNOR
July 26, 2013
Division Six -- District Two
Harnett County
Mr. Steve Ward, Director
Harnett County Department of Public Utilities
Post Office Box 1119
Lillington, North Carolina 27546
ATTN: Mr. Charlie McGougan, PE
Marziano & McGougan, PA
Post Office Drawer 4428
Asheboro, NC 27204 -4428
ANTHONY J. TATA
SECRETARY
SUBJECT: REVISION — Cameron Hills water line - Encroachment Agreement (Sequence #43- 049 -13)
NC Highway 24/87 and SR 2159 (Brandywood Court) — Harnett County
Dear Sir:
This letter is to serve as approval of REVISION to the approved encroachment for the Cameron Hills water line
Improvements (M & M No. 28006) on INC Highway 24/87 and SR 2159 (Brandywood Court) in Harnett County.
REVISION: The approval is for the re- alignment of the 20" (1) water line on NC Highway 24/87 and SR 2159 (Brandywood
Court) as shown on the attached plans.
All special provisions approved in the original encroachment must be adhered to, including but not limited to the following:
1. This REVISION re- aligns the 20" 0 waterline (ductile iron) along the west side of NC Highway 24/87 at the
intersection of SR 2159 (Brandywood Court). The re- alignment of the 20" m water line is necessary to
avoid conflicts with existing utilities at the intersection of INC Highway 24/87 and SR 2159 (Brandywood
Court).
2. The re- alignment of the 20" 0 water line involves an pavement (open) cut on NC Highway 24/87 at the
intersection of SR 2159 (Brandywood Court) and the "acceleration lane" onto NC Highway 24/87.
3. The proposed 20 "0 water line shall be constructed under all existing culverts and /or the future extension
of existing culverts. Two (2) feet minimum separation shall be maintained between the proposed water
line(s) and all existing culverts at all locations.
4. All open cuts will require full depth patching with 6.0" Asphalt Concrete Base Course Type B 25.0 C, 4.0"
Asphalt Concrete Intermediate Course Type 1 25.0 C, and 3.0" Asphalt Concrete Surface Course Type S 9.5
C the same day as cut is made on NCDOT roadways. The trenches shall milled 1.0' around the open cut at
a depth of 3.0" to ensure a smooth transition as per the attached detail,
5. The cut will be patched back the same day and allowed to settle for a period of 90 days. After the 90 day
settling period, if any area of the patch has settled to an unacceptable state as defined by the District Engineer or
his /her representative. The area shall require repair by either full depth patching or leveling to be determined on a
case by case basis.
P.O. Box 1150, Fayetteville, N.C. 28302
Voice: 910.486.1496 Fax: 910.437.2529
REVISION - Encroachment - Harnett County Department of Public Utilities
(Cameron Hills Water Line) (Sequence #43- 049 -13)
Page Two
6. A certified pavement structure report, signed by a professional engineer, shall be submitted to the North Carolina
Department of Transportation at 600 Southern Avenue, Fayetteville, North Carolina, 28301 indicating the following:
Pavement thickness' by type
Base thickness
Base density
Subgrade density
Core and /or test locations
Test frequency and method shall be in conformance with the NCDOT "Materials and Tests" Manual. A letter of
approval, or recommendations for compliance, will be provided upon receipt and review of the report.
The existing 5" concrete monolithic island at the intersection of NC Highway 24/87 and SR 2159 (Brandywood
Court) will be required to be removed and replaced in its existing location and configuration. All concrete within
Departmental rights of way shall be of 3,000 psi class B concrete. All concrete testing results, signed by a
professional engineer, shall be submitted to the North Carolina Department of Transportation at 600 Southern
Avenue, Fayetteville, North Carolina, 28301. Test frequency and method shall be in conformance with the NCDOT
"Materials and Tests" Manual. A letter of approval, or recommendations for compliance, will be provided upon
receipt and review of the report.
8. Written notice of the completion of the work will be furnished to the District Engineer,
P. O. Box 1150, Fayetteville, North Carolina 28302, when the work has been completed.
9. All lanes of traffic on NC Highway 24/87 and SR 2159 (Brandywood Court) are to be open during the hours
of 6:00 AM to 9:00 AM and from 4:00 PM to 6:00 PM. No lane of traffic shall be closed on holidays, special
events, or as directed by the engineer. Traffic shall be maintained at all times.
10. Disturbed areas shall have an established stand of vegetation. Stabilization for this project shall comply
with the time frame guidelines as specified by the NCG- 010000 general construction permit effective
August 3, 2011 issued by the NCDENR Division of Water Quality and Section 1660 of the current NCDOT
Standards Specifications for Roads and Structures.
11. All fill areas /backfill shall be compacted to 95% density in accordance with AASHTO T99 as modified by the North
Carolina Department of Transportation. All material to a depth of 8 inches below the finished surface shall be
compacted to a density equal to at least 100% of that obtained by compacting a sample of the material in
accordance with AASHTO T99 as modified by the department.7he subgrade shall be compacted at a moisture
content which is approximately that required to produce the maximum density indicated by the above test method.
The contractor shall dry or add moisture to the subgrade when required to provide a uniformly compacted and
acceptable subgrade.
12. All manholes, air release valves, and other associated appurtenances must be placed behind the ditch
line. No fire hydrant, air release valve, or any other associated appurtenance will be allowed to be placed
in the ditch line or on the shoulder of the road. All air release valves or other associated appurtenances
shall be flush with the ground when located within the vehicle recovery area.
13. Mr. K. L. Anderson, Highway Maintenance Engineer at (910) 893 -4020, and Mr. Troy L. Baker, Assistant District
Engineer at (910) 486 -1496 shall be notified a minimum of three (3) days before construction is to begin.
14. No material storage shall be allowed along the shoulders of the roadway, and during non - working hours,
equipment shall be parked as close to the right of way line as possible and shall be properly barricaded
so that no equipment obstruction shall be within the Clear Recovery Area.
15. Trenching, bore pits and /or other excavations shall not be left overnight. The contractor shall comply with all
OSHA requirements and provide a competent person on site to supervise excavation at all times.
16. Any work requiring equipment or personnel within 5' of the edge of travel lane of an undivided facility and within 10'
of the edge of any travel lane of a divided facility shall require a lane closure with appropriate tapers.
REVISION - Encroachment - Harnett County Department of Public Utilities
(South Central Wastewater Improvements) (Sequence 943 -049 -13)
Page Three
17. Traffic will be maintained and proper signs, signal lights, flagmen and other warning devices will be provided for
the protection of traffic, in conformance with the latest MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
FOR STREETS AND HIGHWAYS. All contractor personnel will be required to wear a class 11 ANSI approved
safety vest while working within the NCDOT right of way.
18. Disturbed areas shall have an established stand of vegetation according to the attached specifications for erosion
control.
19, A copy of this agreement and letter of approval will be required to be available at the construction site at all times.
20. Written notice of the completion of the work will be furnished to the District Engineer.
21. P. O. Box 1150, Fayetteville, North Carolina 28302, when the work has been completed.
22. SDR -26 PVC pipe shall not be used on N.C.D.O.T. Right of Way for lines under pressure.
23. Please be reminded that all OSHA Standards regarding trenching and shoring should be strictly adhered to.
24. The Contractor shall comply with all OSHA requirements and provide a competent person on site to supervise
excavation at all times.
25. The Department of Transportation does not guarantee the right of way on this road, nor will it be responsible for
any claim for damages brought by any property owner by reason of the installation.
26. The encroaching party shall comply with all applicable federal, state, and local environmental regulations, and shall
obtain all necessary federal, state, and local environmental permits, including but not limited to, those related to
sediment control, stormwater, wetland, streams, endangered species, and historical sites.
27. Excavation within 500 feet of a signalized intersection will require notification by the party of the second part to the
Division Traffic Engineer at telephone number 910 -486 -1452. All traffic signal or detection cables must be located
prior to excavation.
28. Trenching, bore pits and/or other excavations shall not be left overnight. The contractor shall comply with all
OSHA requirements and provide a competent person on site to supervise excavation at all times.
29. Any work requiring equipment or personnel within 5' of the edge of travel lane of an undivided facility and within 10'
of the edge of any travel lane of a divided facility shall require a lane closure with appropriate tapers.
30. Any drainage structure disturbed or damaged shall be restored to its original condition as directed by the District
Engineer.
31. Any disturbed guardrail shall be reset according to the applicable standard or as directed by the District Engineer.
32. All driveways altered during construction shall be returned to a state comparable with the condition of the
driveways prior to construction.
33. All roadway signs which are removed which are removed due to construction shall be reinstalled as soon as
possible.
34. Any proposed driveway connections onto NCDOT roadways will require an approved driveway permit. The
approval of this Two Party encroachment (RW 16.1) does not constitute approval of any proposed driveway
connections, For further information, contact Mr. Troy L. Baker, Assistant District Engineer at (910) 486 -1496.
35. Excavated areas adjacent to pavement having more than a 2° drop shall be sated up at a 6:1 or flatter slope and
designated by appropriate delineation during periods of inactivity, including, but not limited to, night and weekend
hours. Excavated material shall not be placed on the roadway at any time.
36. NCDOT reserves the right to further limit, restrict, or suspend operations within the Right of Way if, in the
opinion of NCDOT, safety or traffic conditions warrant such action.
REVISION - Encroachment - Harnett County Department of Public Utilities
(South Central Wastewater Improvements) (Sequence #43- 049 -13)
Page Four
37. It shall be the responsibility of the encroaching party to determine the location of other utilities within the
encroachment area. The encroaching parry shall be responsible for notifying other utility owners and providing
protection and safeguards to prevent damage or interruption to existing facilities and to maintain accessibility to
existing utilities.
38. The utility shall be installed 5' within the right of way line and outside the theoretical 1:1 slope from the edge of the
pavement to the bottom of the nearest excavation wall. When this is not possible, excavation within the theoretical
1:1 slope from the edge of the existing edge of pavement to the bottom of the nearest excavation wall shall be
made in accordance with the following conditions:
• The trench backfill material should meet the Statewide Borrow Criteria. The trench should be backfilled in
accordance with Section 300 -7of the 2012 NCDOT Standard Specifications for Roads and Structures, which
basically requires the backfill material to be placed in layers not to exceed 6 inches loose and compacted at
least 95% of the density obtained by compacting a sample in accordance with AASHTO T99 as modified by
the NCDOT.
• All trench excavation inside the limits of the theoretical 1:1 slope, as defined by the policy, should be
completely backfilled and compacted at the end of each construction day. No portion of the trench shall be left
open overnight.
39. A qualified NCDOT inspector should be on site at all times during construction. The encroaching party should be
required to reimburse NCDOT for the cost of providing the inspector. If NCDOT cannot supply an inspector, the
encroaching party (not the utility contractor) should make arrangements to have a qualified inspector under the
supervision of a Professional Engineer registered in North Carolina, on site at all times. The Registered Engineer
should be required to certify that the utility was installed in accordance with the encroachment agreement and that
the backfill material meets the Statewide Borrow Criteria.
40. All temporary and final paving markings are the responsibility of the encroaching party. Final pavement markings
and sign plans shall be submitted to the Division Traffic Engineer at telephone number 910 -486 -1452 for review
and approval.
41. All utility facilities, including but not limited to manholes, valve boxes, meter boxes, splice boxes, junction boxes,
vaults, and covers within NCDOT right of way shall have been designed for HS -20 loading. A listing of currently
approved manholes, valve boxes, and vaults is available at the following site:
https: // apps. dot. state.ns.us.\tendor /approvedproducts. If any proposed structure is not of a design pre- approved by
NCDOT, the encroaching party shall submit details and calculations designed by a Professional Engineer
registered in North Carolina for approval prior to construction.
42. Any utility marker required shall be as close to the right of way line as possible. If it is not feasible to install
markers at or near the right of way line, written approval specific to this site shall be obtained from the District
Engineer.
NCDOT WORK ZONE TRAFFIC CONTROL QUALIFICATIONS AND TRAINING PROGRAM
This program requires qualified and trained Work Zone Flaggers in every flagging operation (July 2010) and
qualified and trained Work Zone Traffic Control Supervisors on Significant Projects (July 2011). It is intended for
the program to include anyone working within NCDOT Right of Way including work associated with NCDOT
construction and encroachment agreements as well as all NCDOT operations.
Training for this certification will be provided by NCDOT approved training sources and/or private entities that
have been pre- approved to train themselves. Additional Information will be provided as this program progresses.
If you have questions, visit our web site at www.nedot.org / —wztc, or contact Stuart Bourne, PE with NCDOT
Traffic Management Unit at (919) 662 -4338 or sbourne @ncdot.gov.
REVISION - Encroachment - Harnett County Department of Public Utilities
(South Central Wastewater Improvements) (Sequence #43- 049 -13)
Page Five
If you have any questions on this matter, please contact Mr. Randy K. Wise, PE, District Engineer at 910- 486 -1070.
A i cer /).
Greg W. Burns, PE
Division Engineer
rT �rl tEl
cc: Mr. Robert J. Memory, State Utility Agent, w /attachments
Mr. Randy K. Wise, PE, District Engineer, w /attachments
Mr. Keith L. Anderson, Highway Maintenance Engineer, w /attachment