HomeMy WebLinkAbout129-95 RESOLUTIONRESOLUTION NO. 129-95 A RESOLUTION APPROVING CHANGE ORDER NO. 2 TO MCCIiNTON ANCHOR 'S CONSTRUCTION CONTRACT FOR THE INTERSECTION IMPROVEMENTS AT HWY 71 AND JOYCE BOULEVARD AND APPROVAL OF A BUDGET ADJUSTMENT. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILIAE, ARKANSAS: Section 1. The Council hereby approves Change Order No. 2 to McClinton Anchor's construction contract, in the amount of $38,061.75, for the intersection improvements at Hwy 71 and Joyce Boulevard. A copy of the change order is attached hereto marked Exhibit "A" and made a part hereof. Section 2. The Council hereby approves a budget adjustment to recognize the developer's contribution to increase Street Improvements, Acct. No. 4470 9470 5809 00, Project No. 94034, and Payments by Property Owners, Acct. No. 4470 0947 4420 00 in the amount of $47,440 each. A copy of the budget adjustment is attached hereto and made a part hereof. PASSED AND APPROVED this 3rd day of October , 1995. ATTEST: By: APPROVED: ATTEST: /ate/ Traci Paul, City Clerk City of Fayetteville, Arkansas Budget Adjustment Form • Budget Year 1995 Department: Sales Tax Capital Improvement Fund Dmsiom Program: Date Requested June 20, 1995 Adjustment # 'roject or Item Requested: .1 Additional funding is requested for the Joyee BLVD @ 71B ntersection. An additional turn lane is being added to the ntersectron and the developer is sharing in the cost. Project or Item Deleted: None. Developer contribution is providing the funding for this request. ustification of this Increase: Developer contributions are being used to provide funding for this equest. Justification of this Decrease: No decrease is proposed: developer funds are being used for this request. Increase Account Name Amount Account Number Project Number ;treet Improvements 47,440 4470 9470 5809 00 94034 Increase Account Name Amount Account Number Project Number 'avmcnts by Property Owners 47,440 4470 0947 4420 00 Budget Office Use Only Type: A BCD F Date of Approval Posted to General Ledger Entered m Category Log Budget Office Copy • 09/18/95 CONTRACT CHANGE ORDER CHANGE ORDER NO. 2 PROJECT • U.S Highway 71B & Joyce Boulevard Intersection Improvements LOCATION : Fayetteville Arkansas OWNER - City of Fayetteville PROJECT NO.: DCI No 94-203 City of Fayetteville Bid No 95-12 DATE . September 18 1995 CONTRACTOR ITEM NO. DESCRIPTION APAC Arkansas. Inc ; McClinton -Anchor Division 240 North Block Street Post Office Bax 1367 Fayetteville, Arkansas 72702 QUANTITY UNIT CONTRACT UNIT PRICE TOTAL AMOUNT 1 Changes in Contract Quantities and Unit Prices Attached As "Project Quantity & Cost Estimate" (Prepared & Dated September 18. 1995) As Shown As Shown As Shown $966,645.75 The Onginal Contract Price was......._ .... Net Change By Previous Change Order(s) .......... The Contract Price Prior To This Change Order was ................ The Contract Price Will Be Increased By This Change Order by .. The New Contract Price Including This Change Order is ............. The Contract Time Will Be Increased by ... ......... The Date Of Completion As Of The Dale Of This Change Order is $827,210.00 $101,374.00 $928,584.00 $38,061.75 $966,645.75 20 October 14, 1995 Recommended: Development Consultants, LLC Title: Accepted: APA Arkansas. Inc ; McClinton Anchor Division BY- �Qi.4. 4 . &et, Title- / /GC 2111&041 Approved City Of Fayetteville, Fayetteville, Arkansas By - Title Mayo/' Date. Date Date- /o -,3 - .6 Development Consultants, LLC Project Quantity and Cost Estimate U.S. Highway 718 & Joyce Street Intersection improvements City of Fayetteville Bid No. 95-12 Fayetlevlle, Arkansas DemonContractor APAC Arkansas, Inc McClinton- Anchor Demon 090 8)95 AR Contractors -lc No 311841295 ORIGINAL CONTRACT BIDAMODNT PROJECT UNIT EXTENDED AMOUNT UNIT BID COST 1 LF 2 LF 3 SY 4 SY 5 LF 6 SY 7 EA a LF 9 LA 10 EA IDA TN 1' LF 12 CY 13 CY 13A CY 14 GAL 15 TN 16 TN 17 TN 18 'TN 19 -N 20 TN 21 5Y 22 LS 23 L5 24 LF 25 LF 26 LF 27 LF 28 LF 28A LF 29 EA 29A EA 30 EA 30A LF 31 -N 32 AC 33 AC .34 MGAL 3S BA 36 LF 37 SY 3/9 CY 39 SY 40 SY 41 LF 42 LS 43 FA 44 EA 45 Li - 46 F 46 LF 47 • FA 48 IF 49 LF 50 738 LF 51 708 LF 52 • 710 PVC ONCJIT (1) LF 53 710 LI - 54 F 54 711 UL I BOX (TY 1) EA 55 714 EA 56 714 EA 57 - 714 EA 58 714 EA 59 715 E ECTRI"AL SERVILE LS 50 715 REMV TRAFFIC SGNL EC UIP LS 61 718 RE MV PAINT PVMN7 MRK LS 61A 1 719 718 PAVEMENT MARKINGS LS 62 719 THERMO PVM- MARK WHI4") Lr 63 719 THERMO PVMT MARK WH07) LF 164 719 THERMO PVMT MARK YL(4") Lr 65 719 THERMO PVMT MARKYL(8") LF 66 719 THERMO PVMT MARK (WORD) EA 57 719 TI-IERMO PVMT MARK(ARROW) EA 68 726 STANDARD SIGN (R1!) 5F 69 776 S-ANDARD SIGN (R1-2) SF 70 726 STANDARD SIGN (R32) SF 71 726 STANDARD SIGN (R3-7) SF 72 726 STANDARD SIGN (R3 -9S) SF 73 726 STANDARD SIGN (R4 7) SF 74 SP OVERHEAD SIGN (R10-10', EA 74A SP MEDIAN GUIDE POST INSTALLATION EA 75 726 S•GN & ASSEMBLY REMOVAL LS 76 ' 729 CHNL POST SIGN SUPT -Y-U EA 77 801 JNCL EXC STRS - ROADWAY CY 78 802 CLASS S (AE)CONCRETE-ROADWAY CY 79 802 rLCWABLE SELECT MATER AL CY 80 804 REINFORCING STEEL IGR 60) LB 81 SHT40 R&R ASPHALT PARKING LOT SY 82 SHT^0 'R&RE.ECTRIC TRANS/PAD LS 83 SHT 10 R 8 R HORSE DISPLAY LS ' 84 SHT 1611 R & R IRRIGATION PIPING LF 85 I SHT1C IR 8R NELSON SIGN it ANDS LS 86 S•lT 7,1011 R & R STREET LIGHT EA ' 87 5I-11 11 R & R RE MAX LANDSCAPING ..S 8a Apo "AN TRENCH EXCAV SArE'v .S 202 R&D CURB 202 R&D FENCE 202 RSD CONCRETE ISLANDS 202 R&D CONCRETE DRIVEWAYS 202 R&D HEDGE ROW 202 R&C WALKS 202 R&D DROP INLETS 232 RBD PIPE CULVERTS 202 R&D HEAD WA.LS 202 R&D WING WALLS 207 STONE BACKFILL 208 FENCE MOVED& RECON-RUCTED 210 UNCLASSIP ED EXCAVATION 210 SPEC COMP OF EAR-HWORK 309 CONCRETE BASE 401 TACK COAT 405 M A AC HM STAB BS CRS(: L) 405 A C IN ACHM STAB BS CRS (CLT) 406 M A N ACHM BIND CRSS -T2 406 AC IN ACHM BIND. CRSS -T2 407 MA NACHM SURF CRSS -T2 437 A C IN ACHM SURF CRSS -T2 505 P C CONCRETE DRIVEWAY 601 MOBIJZAT ON 603 MAINTENANCE OF TRAFFIC 606 18" R C.PIPE CLVT (013) 606 24" R C PIPE CLVT(CL3) 606 30" R.0 P PE CLVT (CL3) 606 18' ZCCS PIPE CST (16 GA) 606 24" ZCCS PIPE CLVT(16 GA) WS 18" X 372003 PIPE ARCH 607 DROP NLE TS (TYPE C) 607 DROP INLETS & SWALE 610 MANHOLES ADJ TO GRADE 611 PIPE UNDERORAINS 620 _IME 620 SEEONG 620 MULCH COVER 620 'WATER 621 BALED STRAW F II TE R BARRIER 621 SIT FENCE 624 SOLID SCOC'NG 628 TOPSOIL FURNISHED & PLACED 632 CONCRETE SI AND 633 CONCRETE WALKS 634 CONE CMBN C&G TYA(7-0") 635 ROADWAY CONSTR CONTROL 701 ACT D CONTROLLER -8 PHASE 704 VEHICLE DE -EC TCR 704 ,LCOP WRING 704 .r LL DEP WIRE 776 WRAF S G HEAD 36ECMWAY 708 '-RAF S G'. AL CABLE SC/14AWG 738 'RAF SIGNAL CABLE 12C114AWG TRAF SIGNAL CABLE 20CM4AWG TRAF SIGNAL CABLE 20112AWG PVC CONDUIT (3") CONCRETE ITR SG M A &POLE W(F DN -(6o) ITR SG MA&POLE W/FDN-(647 TR SG MA &POLE W IF DN -R2') 'I UM NACRE ASSMBLY (150 W,HPS,COB 1975 52 30 20 55 30 2000 52 30 382 53 30 70 $330 118 5200 6 535000 118 52500 3 525000 2 $25000 60 58 50 5498 51200 1200 52 50 1532 5. 75 4965 $31 25 207 513000 2129 53400 10' 513000 802 $3800 42 513000 213 53000 1 535,000 CO 1 $60.000 00 385 540 00 92 545 00 24 560 00 63 535 00 56 $38 00 • 7 52.10000 • 1 560000 3 $23000 12 53000.00 1 2 52.200.00 240 $4000 60 51000 1900 $6 CO 1000 $500 730 518 00 995 524 00 70 $21 00 4290 5785 1 515.000.00 1 510.00000 '5 520000 7475 5250 3040 51 00 '9 5400 DO 131C 5100 380 3?011 350 • 5300 720 50.90 90 5500 1455 51730 11 525000 58 30000 2 5e50000 58 800.00 4 545000 1 51 70000 53 00000 ' 5'3,00000 5260 50 70 225 $400 4960 I 50 70 340 5300 14 5250 00 28 $15000 3' 25 51530 45 51530 12 51530 125 51530 30 51530 30 51530 7 57530 570000 24 51030 20 $75 30 298 340000 20 165 30 3490 51 00 6D $500 55 50C 00 1 550000 350 51300 1 52 00C 30 3 570C 00 5' DOC 30 1 3250033 • • • • TOTAL CONTRACT PRICE (ALL ITEMS 1 THRU 88) 53.95000 5100.00 54,000.00 51,146 00 5210.00 $236 00 52,100 00 52.950 CO 5750 DO 5500 CO 551000 565.97600 53 300 00 52 681 00 5155 156 25 520.730 OC $72 38600 540,130 OC 530.476 0C 54 20000 56 39000 535,03000 560.00000 $'5.401100 54 14030 51 44000 $2 200 30 32 128 00 514,700 00 • $600 00 $690 30 53.800 30 52 64C 30 59 60C 30 $EDC 30 511 40000 55 000 30 $13140 00 $23 880 OC 34 470 30 533.676 50 515,000 00 310.000 00 53 OOC 00 518,687 50 53 040 00 37 600 30 S' 31:30 5760 On 5'050 00 5648 30 5450 00 $24 735 CO 52.750 00 58,000 CO 517 300 00 58.800 00 5" ,600 00 51,700 00 53,000 00 $1330000 53,682 03 5900 00 $3.472 00 31,020 00 53,500 00 54200 CO 5468 75 567 50 5180 00 $1B7 50 $450 00 5450 00 3525 00 $70000 5240 00 51 500 00 511 92000 51.703 00 33.490 00 $300 00 35,500 00 3500 00 53,500 CO 5200000 52.130 00 51,000 00 52,500 00 CHANGE ORDER NO 1 PROJECT TOTAL QUANTITY 2040 2C 2000 382 170 118 6 118 3 2 1500 60 5030 1200 65 1582 5028 209 2193 104 1873 98 213 1 1 455 92 24 63 56 24 8 7 1 4550 3 12 12 240 60 1900 1000 730 1255 70 4440 1 1 22 9616 5256 20 1460 inn 350 720 140 1730 1870 106 3445 340 9 20 3125 45 8 125 30 30 5 1 24 20 298 20 349C 210 1 1 350 1 5 1 1 UNIT AMOUNT BID $2 OC $5 00 17 OC $3 OC $3 OC 52 00 535030 $25 00 525030 $250 00 $11.00 3850 51200 525C 511000 51 75 $3125 5100 30 334 00 $100 30 53800 $100 00 $30.00 535 00000 560 30030 $40 OC 54500 $60 OC $35 OC 538 00 $3000 52,100 00 31,25000 $80000 510.00 5230 00 53,00000 52.20000 540 03 51000 5630 5500 $1800 524 00 521 00 5785 515,000 CO 510,000 00 320000 $250 5.30 $43000 5100 5200 $3 30 $390 5530 517 CO 525000 38.000 (C0000 38,5 $8.80000 5450 00 51,7000C53,00003 54.80000 52,350.00 3085 14 00 30.85 5300 525000 515000 31500 51500 51500 51500 $1500 515 00 575.00 $28500 57000C 51000 575.00 543000 585 00 5' 00 5500 55,50000 5500 00 510 00 52,00000 $73000 31 03000 $2 500 00 EXTENDED UNIT COST $4;080 00 5100.00 54.000.00 51,14600 $510.00 5236.00 52,10000 52.95000 5750 00 5500.00 516,500.00 $510.00 560,360.00 $3,000.00 37,150.00 $2,768.50 5157125.00 $20;900.00 174,58200 $10,400.00 571,174.00 59,60000 56,39000 535,00000 360.00000 $18,200.00 54,140 00 31.440 03 $2.205 DO 32,128.00 5720.00 $16,800.00 58,750 CO 560000 51.50000 $690.00 53 600 CO 52.64000 39.60000 5600.00 511,40000 35 30000 513,140.00 $30,120.00 51 47000 534 85400 51503000 510,000 00 54.400.00 524,040.00 35,25600 $8000 CO 51 46000 376000 51 05000 5648 00 570000 529 410.00 54 00030 500C 517,000.00 $17.600.00 3'.800 30 31 70C 30 3300000 5480000 52.35000 $1,589 50 3420.00 52.92825 5. 02C 30 52 25000 53 00000 546875 567 50 512000 5'87 50 345030 $450 30 $525 30 51,425.00 5700 30 $240 00 $1 50C 00 $11.920 00 $:70030 53.490 00 51,05000 5550300 5500 00 5350000 5200000 53 50030 51 300 30 5250000 CHANGE ORDER PROJECT I TOTAL QUANTITY 5827 21000 Development Consultants.: LC 5928,58400 2190 20 2000 382 170 118 7 257 3 2 1780 6o 5410 1294 65 1832 5155 214 2246 106 1985 103 213 1 1 628 92 24 53 56 24 11 7 1 .50 3 12 1.2 240 60 1900 1000 730 1255 70 4590 1 1 22 9616 5256 20 146D 380 350 720 14C 1730 16 0 2 2 4 1 1 1 1 1870 105 3445 34C 9 20 31 25 4.5 8 125 30 30 7 5 1 24 20 298 20 3490 213 1 1 350 1 5 1 1 UNIT AMOUNT BID 5200 3500 3200 $300 $300 5200 535000 52530 5250 00 525000 31100 58.50 31200 12 5C 511000 $1 75 539 25 $:00 00 534 00 5"0C 30 538 DO $10C 30 530 00 535.000.00 560,000 00 540.00 $4500 56000 53500 $38.00 53000 $2,100 CO $1,250 OD 5600 00 51000 5230 00 $3,000 CO 52.200 DO 54000 51000 5600 5500 51800 $24 00 521 00 $785 515.00000 510.00000 5200 30 5250 5100 5400 30 51 00 5230 53.00 5090 5500 51700 5250 00 58,00000 58.500 03 58,800.00 545000 51,700.00 $3.00000 54.80000 52.35000 5085 54 00 5085 5300 5250 CO 5150 CO 51500 • 51500 51500 51500 51500 $1500 $7500 $265 00 $700 00 5'0 OC 375.00 5400 00 585 CO 51 00 5530 55,500 00 3500 00 51000 52 900 OD 570003 51.00000 52,500 00 N0 2 EXTENDED UNIT COST 54,38000 310000 34 OOC 30 5',14600 551030 5236 30 $2,46000 58,425 00 5750 30 5500 30 51958000 551030 564 920.00 53,235 00 57,150 00 $3,206.00 5161,093.75 521,40000 576,36400 $13,60000 575,43000 513,30000 56.390 00 535.000 00 560 000 00 525,12000 54,140.00 5144000 52.20500 52,128 00 372000 523,100 00 38.750.00 360000 51.50000 $690.00 53,60000 52.64000 59.60000 5600 00 $11400 30 55.06000 513.140 00 530,1x00 51,47000 536,031 50 515.000 30 510.000 00 54,40000 524,34030 55.256 OC 58.00000 51 450 0O 5760.00 51.05000 364800 5730 00 329.41030 54.00000 50 00 $17.000 30 517,600 00 51,80000 $1,70000 53.000 OC 54,80000 32,35000 5758950 $420.00 5292825 51.02000 32,25000 53.000 OC 3468 75 567 5C $120.00 5187 50 545000 $450 OC 5525 OC $1 425 03 3700 OC 5240 OC 51 500 CO $11,92000 51 700 00 53 490 00 51 050 00 55.500 CO 5500 00 53,500.00 52.000 On 5350000 51.000 00 $2,500 CO 3968.645 75