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Home My WebLink About2013-242 Planning - J F Wilkerson Contracting company for Final adjustment of actual field Installed quantities for Central Efland portion of project $237.810.72 aZo13 - �` s Change Order No. 5-FINAL Date of Issuance: May 13, 2013 Effective Date: May 13, 2013 Project:Buckhorn Area North of I-85 and Owner:Orange County, owner's Contract No.: SRF: CS370884-01 Efland Sewer System Improvements North Carolina STAG: XP95456411 Contract:Buckhorn Area North of I-85 and Efland Sewer System Date of Contract: August 31, 2011 Improvements Contractor:J.F. Wilkerson Contracting Company,Inc. Engineer's Project No.: 11.0111 1 The Contract Documents are modified as follows upon execution of this Change Order: Description: Final Adjustment of actual field installed quantities for Central Efland portion of the project. Attachments(list documents supporting change): Central Efland Final Adjustment of Installed Quantities summary. CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES: Original Contract Price: Original Contract Times: ❑ Working days ® Calendar days Substantial completion(days or date): 450 Days $ 2,942,954.46 Ready for final payment(days or date): 450 Days [Increase] [DeeFea e] from previously approved [Increase] [Doer-ease] from previously approved Change Orders Change Orders No. 1 to No. 4: No. 1 to No.4: Substantial completion(days): 90 Days $ 358,932.82 Ready for final payment(days): 90 Days Contract Price prior to this Change Order: Contract Times prior to this Change Order: Substantial completion(days or date): 540 Days $ 3,301,887.28 Ready for final payment(days or date): 540 Days [Increase] [Decrease] of this Change Order: [Increase] [Decrease] of this Change Order: Substantial completion(days or date): 0 Days $ (237,810.72) Ready for final payment(days or date): 0 Days Contract Price incorporating this Change Order: Contract Times with all approved Change Orders: Substantial completion (days or date): 540 Days $ 3,064,076.56 Ready for fin payment(days or date): 540 Days REC P((Auth ACCEP ACCEP,�D: By: By: By: j-�� Engin rized Signature) Owner(Authorize Signature)) , Contractor(Authorized Signature) Date: 213-{ 2013 Date: 7 - L7 y Date: Approved by Funding Agency (if applicable): Date: EJCDC C-941 Change Order Prepared by the Engineers Joint Contract Documents Committee and endorsed by the Construction Specifications Institute. Page 1 of 1 Buckhorn Area North of 1-85 and Efland Sewer System Improvements Project Orange County, North Carolina Central Efland Final Adjustment of Installed Quantities Actual Actual Installed Quantity Item Item Qty Unit Bid Bid Total Installed Total Variance No Quantity Total Variance Quantity 1 Mobilization 1 LS $88,000.00 $88,000.00 100% $ 88,000.00 0% $ 2 Meetings and Inspection 1 LS $500.00 $500.00 100% $ 500.00 0% $ 3 8"Sewer 0-6' 592 J LF $28.75 $17,020.00 527.86 $ 15,175.98 -64.14 $ (1,844.03) 4 8"PVC 6'-8' 3401 LF $32.34 $109,988.341 3632.18 $ 117,464.70 231.18 $_ 7,476.36 5 8"PVC 8'-10' 4291 LF $37.24 $159,796.841 4206.84 $ 156,662.72 -84.16 $ (3,134.12) 6 8"PVC 10'-12' 1826 LF $42.26 $77,166.76 1838.00 $ 77,673.88 12.00 $ 507.12 7 8"PVC 12'-14' 853 LF $49.17 $41,942.01 826.07 $ 40,617.86 -26.93 $ (1,324,15) 7A 8"PVC 14'-16' 100 LF $59.27 $5,927.00 95.00 $ 5,630.65 -5.00 $ (29635) 8 8"DIP 0-6' 555 LF $37.18 $20,634.90 584.70 $ 21,739.15 29.70 $ 1,104.25 9 8"DIP 6'-8' 1404 LF $40.77 $57,241.08 1425.37 $ 58,112.33 21.37 $ 871.25 10 8"DIP 8'-10' 1783 LF $45.67 $81,429.61 1848.53 $ 84,422.37 65.53 $ 2,.992.76 11 8"DIP 10'-12' 1077 LF $50.69 $54,593.13 997.60 $ 50,568.34 -79.40 $ (4,024.79) 12 8"DIP 12'-14' 1031 LF $57.60 $59,385.60 1039.40 $ 59,869.44 8.40 $ 483.84 13 8"DIP 14'-16' 827 LF $67.70 $55,987.90 1007.88 $ 68,233.48 180.88 $ 12,245.58 14 8"DIP 16'-18' 100 LF $83.85 $8,385.00 85.12 $ 7,137.31 -14.88 $ (1,247.69) 15 8"DIP 18'-20' 10 LF $101.35 $1,013.50 34,52 $ 3,498.60 24.52 $ 2,485.10 16 8"CL 51 DIP 0-6' 20 LF $38.58 $771.60 0.00 $ - -20.00 $ (771.60) 17 8"CL 51 DIP 6-8' 50 LF $42.17 $2,108.50 0.00 $ - -50.00 $ (2,108.50) 18 8"CL 51 DIP 8-10' 47 LF $47.07 $2,212.29 22.79 $ 1,072.73 -24.21 $ (1,139.56) 19 8"CL 51 DIP 10-12' 70 LF $52.09 $3,646.30 53.26 $ 2,774.31 -16.74 $ (871.99) 20 8"CL 51 DIP 12-14' 142 LF $59.00 $8,378.00 91.00 $ 5,369.00 -51.00 $ (3,009.00) 21 8"CL 51 DIP 14-16' 150 LF $69.10 $10,365.00 87.00 $ 6,011.70 -63.00 $ (4,353.30) 22 8"CL 51 DIP 16-18' 101 LF $85.25 $8,610.25 90.00 $ 7,672.50 -11.00 $ (937.75) 23 8"CL 51 DIP 18-20' 159 LF $102.75 $16,337.25 238.21 $ 24,476.08 79.21 $ 8,138.83 24 8"CL 51 DIP 20-22' 235 LF $131.92 $31,001.20 223.00 $ 29,418.16 -12.00 $ (1,583.04) 25 4'DIA.Manholes 103 EA $1,330.00 $136,990.00 104.00 $ 138,320.00 1.00 $ 1,330.00 Installing extra depth manholes above 26 6' 475 LF $123.00 $58,425.00 389.14 $ 47,864.22 -85.86 $ (10,560.78) 27 Constructing Verical DIP Drops 30 VF $300.00 $9,000.00 54.29 $ 16,287.00 24.29 $ 7,287.00 Connection to Existing Wet Well at 28 McGowan Pump Station 1 LS 1 $2,900.00 $2,900.00 100% $ 2,900.00 0.00 $ - 29 Installing Doghouse Manhole No.100 1 LS $4,700.00 $4,700.00 100% $ 4,700.00 0.00 $ - 16"Steel Encasement,0.25"Wall 30 Thickness/Boring and Jacking 475 LF $235.00 $111,625.00 515.00 $ 121,025.00 40.00 $ 9,400.00 16"Steel Encasement,0.25"Wall Thickness/Boring and lacking(Efland 31 Grove Rd) 45 LF $560.00 $25,200.00 45.00 $ 25,200.00 0.00 $ - Sewer Creek Crossing Between MH#43 32-A and MH#44 185 LF $55.25 $10,221.25 185.00 $ 10,221.25 0.00 $ 32-8 36"RCP 64 LF $70.00 $4,480.00 64.00 $ 4,480.00 0.00 $ 32-C Constructing Headwall#1 1 LS $22,000.00 $22,000.00 100% $ 22,000.00 0.00 $ 32-D Constructing Headwall#2 1 LS $18,000.00 $18,000.00 100% $ 18,000.00 0.00 $ 33 Installing DIP from MH#70 to MH#71 117 LF $55.25 $6,464.25 117.00 $ 6,464.25 0.00 $ 34 6"DIP Force Main 2460 LF $23.17 $56,998.20 2460.00 $ 56,998.20 0.00 $ 35 Installing 2"Air/Vacuum Valve 1 LS $5,100.00 $5,100.00 100% $ 5,100.00 0.00 $ Installing 6"22.5 Degree Bends on 6" 36 FM 1 EA $400.00 $400.00 1.00 $ 400.00 0.00 $ 37 Installing 6"45 Degree Bends on 6"FM 2 EA $400.00 $800.00 2.00 $ 800.00 0.00 $ Page 1 of 3 Buckhorn Area North of 1-85 and Efland Sewer System Improvements Project Orange County, North Carolina Central Efland Final Adjustment of Installed Quantities Actual Actual Installed Quantity Item Item Qty Unit Bid Bid Total Installed Total Variance Quantity Total Variance No. Quantity 38 Fine Grading,Seeding and Mulching 12 AC $1,800.00 $21,600.00 12.00 $ 21,600.00 0.00 $ - 39 Trench Rock Excavation 2500 CY $50.00 1$125,000.00 5606.66 $ 280,333.00 3106.66 $ 155,333.00 40 Installing#57 Washed Stone 2500 TON $17.00 1 $42,500.00 313.96 $ 5,337.32 -2186.04 $ (37,162.68) 41 Installing#67 Washed Stone 2500 TON $17.00 $42,500.00 75.00 $ 1,275.00 -2425.00 $ (41,225.00) 42 Installing Crusher Run,CABC 2000 TON $22.50 $45,000.00 1690.11 $ 38,027.48 -309.89 $ (6,972.53) Asphalt Drives Cut and Patch Heavy 43 Duty 1000 1 SY $28.05 $28,050.00 586.02 $ 16,437.86 -413.98 $ (11,612.14) Asphalt Roads Cut and Patch Heavy 44 Duty-6" 750 SY $55.00 $41,250.00 137.74 $ 7,575.70 -612.26 $ (33,674.30) Asphalt Roads Cut and Patch Heavy 45 Duty-8" 1500 SY $68.75 $103,125.00 386.43 $ 26,567.06 -1113.57 $ (76,557.94) 46 Installing 1"1-2 Overlay 2000 SY $10.38 $20,760.00 1987.34 $ 20,628.59 -12.66 $ (131.41) Replacing Concrete Drives,Sidewalk 47 and other Concrete 1500 SY 1 $53.00 $79,500.00 278.00 $ 14,734.00 -1222.00 $ (64,766.00) 48 Silt Fence 7500 LF $1.72 $12,900.00 4038.00 $ 6,945.36 -3462.00 $ (5,954.64) 49 Outlet Protection 5 EA $150.00 $750.00 3.00 $ 450.00 -2.00 $ (300.00) 50 Gravel Arch Filters 5 EA $300.00 $1,500.00 2.00 $ 600.00 -3.00 $ (900.00) 51 Temporary Ditch Liner 250 LF $4.00 $1,000.00 0.00 $ - -250.00 $ (1,000.00) Erosion Control Blankets(6.67 feet 52 wide) 14000 LF $1.40 $19,600.00 7011.44 $ 9,816.02 -6988.56 $ (9,783.98) 52A Turf Reinforcement Matting 1500 LF $2.00 $3,000.00 0.00 $ - -1500.00 $ (3,000.00) 53 Rock Check Dams 40 EA 1 $150.00 $6,000.00 28.00 $ 4,200.00 -12.00 $ (1,800.00) 54 Class B Rip Rap 300 TON $45.00 $13,500.00 72.85 $ 3,278.25 -227.15 $ (10,221.75) 55 Class I Rip Rap 100 TON $45.00 $4,500.00 100.00 $ 4,500.00 0.00 $ - 56 Select Backfill 4000 CY $3.00 $12,000.00 4066.66 $ 12,199.98 66.66 $ 199.98 57 12"RCP 200 LF $35.00 $7,000.00 52.00 $ 1,820.00 -148.00 $ (5,180.00) 58 15"RCP 800 LF $34.00 $27,200.00 156.00 $ 5,304.00 -644.00 $ (21,896.00) 59 18"RCP 160 LF $36.00 $5,760.00 24.00 $ 864.00 -136.00 $ (4,896.00) 60 24"RCP 40 LF $46.00 $1,840.00 0.00 $ - -40.00 $ (1,840.00) 61 36"RCP 20 LF $70.00 $1,400.00 0.00 $ -20.00 $ (1,400.00) 62 Class C Concrete 24 CY $145.00 $3,480.00 0.00 $ -24.00 $ (3,480.00) 63 Flowable Fill 700 CY $85.00 $59,500.00 0.00 $ -700.00 $ (59,500.00) Site Clean up of Temporary Erosion 64 Control Measures 1 LS $2,000.00 $2,000.00 100% $ 2,000.00 0.00 $ 65 Testing of 8"Sanitary Sewers 1 LS 1 $1,000.00 $1,000.00 100% $ 1,000.00 0.00 $ - 4"PVC Service Connections(No Road 66 Crossings) 600 LF $48.00 $28,800.00 1145.00 $ 54,960.00 545.00 $ 26,160.00 4"PVC Service Connections(Cross State 67 Roads) 2250 LF $26.50 $59,625.00 902.00 $ 23,903.00 -1348.00 $ (35,722.00) 6"PVC Service Connections(No Road 68 Crossings) 150 1 LF $58.00 $8,700.00 132.00 $ 7,656.00 -18.00 $ (1,044.00) 6"PVC Service Connections(Cross State 69 Roads) 500 LF $64.00 $32,000.00 208.00 $ 13,312.00 -292.00 $ (18,688.00) 4"DIP Service Connections(No Road 70 Crossings) 150 LF $60.00 $9,000.00 377.00 $ 22,620.00 227.00 $ 13,620.00 4"DIP Service Connections(Road 71 Crossings) 225 LF $37.00 $8,325.00 301.00 $ 11,137.00 76.00 $ 2,812.00 6"DIP Service Connections(No Road 72 Crossings) 100 LF 1 $70.00 $7,000.00 132.00 $ 9,240.00 32.00 $ 2,240.00 Page 2 of 3 Buckhorn Area North of 1-85 and Efland Sewer System Improvements Project Orange County, North Carolina Central Efland Final Adjustment of Installed Quantities Actual Item Actual Installed Quantity Item Qty Unit Bid Bid Total Installed Total Variance No. Quantity Total Variance Quantity 6"DIP Service Connections(Road 73 Crossings) 50 LF $77.00 $3,850.00 0.00 $ - -50.00 $ (3,850.00) 74 3/4"Service Taps 10 EA 1 $375.00 $3,750.00 1.00 $ 375.00 -9.00 $ (3,375.00) 75 Installing 3/4"Copper Water Services 10 EA $680.00 $6,800.00 18.00 $ 12,240.00 8.00 $ 5,440.00 Installing 3/4"Coppers tubing from 76 relocated water meter 150 LF $19.50 $2,925.00 30.00 $ 585.00 -120.00 $ (2,340.00) 77 Constructing 250 GPM Pump Station 1 LS $195,000.00 $195,000.001 100% $ 195,000.00 0.00 $ - 78 Trench Rock Excavation 100 CY $50.00 $5,000.00 284.01 $ 14,200.50 184.01 $ 9,200.50 79 Installing#57 Washed Stone 50 TON $17.00 $850.00 70.51 $ 1,198.67 20.51 $ 348.67 80 Installing#67 Washed Stone 50 TON $17.00 $850.00 0.00 $ - -50.00 $ (850.00) 81 Installing Crusher Run,CABC 200 TON $22.50 $4,500.00 203.78 $ 4,585.05 3.78 $ 85.05 Asphalt topping at entrance to Access 82 Drive 1 LS 1 $750.00 $750.00 100% $ 750.00 0.00 $ - 83 Silt Fence 350 LF $1.72 $602.00 0.00 $ - -350.00 $ (602.00) Erosion Control Blankets(6.67 feet 84 wide) 100 LF $3.00 $300.00 0.00 $ - -100.00 $ (300.00) 85 Rock Check Dams 3 EA $150.00 $450.00 1.00 $ 150.00 -2.00 $ (300.00) 86 Class B Rip Rap 25 TON $40.00 $1,000.00 0.00 $ - -25.00 $ (1,000.00) 87 Select Backfill 250 CY $18.00 $4,500.00 250.00 $ 4,500.00 0.00 $ 88 18"RCP 44 LF $34.00 $1,496.00 34.00 $ 1,156.00 -10.00 $ (340.00) 89 18"Flared End Inlet 1 EA $590.00 $590.00 1.00 $ 590.00 0.00 $ 90 18"Flared End Outlet 1 EA $790.00 $790.00 1.00 $ 790.00 0.00 $ - 91 Class A concrete mis.Masonry 10 CY $350.00 $3,500.00 18.00 $ 6,300.00 8.00 $ 2,800.00 L 9492 Class B concrete mis.Masonry 10 CY $150.00 $1,500.00 0.00 $ - -10.00 $ (1,500.00) 93 Fine Grading,Seeding and Mulching 1 LS $7,000.00 $7,000.00 100% $ 7,000.00 0.00 $ Pump Station Site Clean up 1 LS $1,000.00 $1,000.00 100% $ 1,000.00 0.001 $ $ 2,291,603.04 $ (237,810.72) Page 3 of 3 JMcGM A S S O C I A T E S May 28, 2013 Mr. Jeff Thompson Asset Management Services Orange County Post Office Box 8181 Hillsborough,North Carolina 27278 RE: Buckhorn/Efland Sewer Improvements Orange County,North Carolina Change Order No. 5-Final Dear Mr. Thompson: Enclosed, please find three (3) copies of Change Order No. 5-Final for the Sanitary Sewer Improvements for Buckhom Area — North of I-85 and Efland Community project recently constructed for Orange County. This change order reflects the final adjusted quantities for the project. Please review and execute all three (3) copies of Change Order No. 5-Final. After executing all three (3) copies of the Change Order,please return two (2) copies to our office; keeping one copy for the County's records. If you have any questions regarding Change Order No. 5-Final, please do not hesitate to contact us at(828) 328-2024. Sincerely, McGILL AS OCIATES, P.A. WESLEY D. IGHTMAN, PE Senior Construction Administrator :ww Enclosures cc: Mr. Doug Chapman, PE, McGill Associates PA2011 PROJECTS\11.01111 ORANGE COUNTY-Efland Buckhom Sewer Proposa1\04_Construction Phase\ChangeOrders\JT C05 05-28- 2013.doc E n g i n e e r i n g P l a n n i n g F i n a n c e McGill Associates,P.A. P.O.Box 1136, Hickory, NC 28603 • 124019th St.Lane NW, Hickory, NC 28601 Office:828-328-2024 • Fax:828-328-3870 7/11/13 Memo to: Frank Clifton, Orange County Manager From: Jeff Thompson, Director, Asset Management Services RE: Efland Phase 2/Buckhorn Sanitary Sewer Contract Close-Out Credit Change Order cc: Michael Talbert, Assistant County Manager Clarence Grier, CFO, Assistant County Maanger Craig Benedict, Director of Planning & Inspections Paul Laughton, Deputy Finance Director Frank, Staff is meeting with JF Wilkerson and State representatives regarding this project on Tuesday,July 16th to perform final close-out activities and end this capital project. The attached credit change order in the amount of($237,810.72)for the General Contractor, JF Wilkerson Contracting Company, represents the project close-out reconciliation accounting for the project. All project contingency accounts are released at this point. Once the this change order is approved,Application for Payment#17 will reflect a$0.00 balance to finish. The final project accounting summary is as follows: Revenues-#30042 4,848,400 Expenses encumbered P/A/E,Easement Costs (540,486) Construction (3,064,077) Contingency (0) Net Project Fund Balance 1,243,837 Thanks,and please call with questions.