Loading...
HomeMy WebLinkAboutBarton Chapel Rd. Phase II Augusta Richmond GA DOCUMENT NAME: OO-r-{:o(' Qh~e\ ~d.~\'lCA3c....1 ~TYP" Ch~ YEAR: OL1 BOX NUMBER: 23> FILE NUMBER: \1305 NUMBER OF PAGES: i?; Ord ex- Change Order Form Change Order Number: One Date: 06-22-04 Project Title Barton Chllpel Rd Phase II Original Contract Date: 04-15-03 Project Number:322-04-292822678 Owner: ARC P.O. Number: P75245 Contractor: Beams Pavement Maintenance Co. The following change order is hereby made to the proposal for the above project: See Attached TOTAL AMOUNT OF TIDS CHANGE ORDER $ 168.510.00 The Contract time will not be effective by this change. Original Contract Amount $ 2.342.499.73 Difference in Contract! PO Amount (Increased / Deer_eEl) This Change Order (Increased / Deereaseli) $ 168.510.00 TOTAL CONTRACI' WITH CHANGE ORDER(S) S 2.511.009.73 ************* Fw>ding So"""" A=w>t N"""""'~ 5414110 /2928226;5414] ] 0 , 1",- Requested By: ~~ _ _ Date:,6 - t:. 2 ~.a Submitted By: &~~ - Date: '-/'2-~/o'1 Finance Endorsement:~~~t~ Date: (/ 1 CjJ tro Recommended By: ( . . strator Approved By: A ayo AcceptedBY:q~ ~ o Contractor Date: 'ltc/e.,! ..., /7I,J'L . , t. -zy-" y Date: Date: COPIES: Errick Thompson, P.E. Assistant Director-Engineering Purchasing, Geri Sams Kakoli Basu, Accountant, PWE Pre Construction File DUTYPOUCE OFFICER (4 111-1000 HOUR MINIMUM) HR 100 $ 15.00 $ 1,500.00 $ 15.00 $ 1,500.00 150-1000 TRAFFIC CONTROL LS 1 $ 42,329.00 $ 42,329.00 $ 52,997 .00 $ 52,997.00 TEMPORARY SILT 171-0010 FENCE, TYPE A LF 7000 $ 2.32 $ 16,240.00 $ 2.47 $ 17,290.00 TEMPORARY SILT 171-0030 FENCE, TYPE C LF 300 $ 4.37 $ 1,311.00 $ 4.52 $ 1,356.00 FOUND BKFlLL 207-0203 MATI., TP2 CY 300 $ 28.83 $ 8,649.00 $ 30.58 $ 9,174.00 210-0200 GRADING PER MILE LM 1.65 $ 171,336.52 $ 282,705.26 $ 185,933.48 $ 306,790.24 LUMP SUM 230-1000 CONSTRUCTION · LS 1 $ 158,760.47 $ 158,760.47 $ 165,567.26 $ 165,567.26 310-1101 318-3000 TN 8,600 $ TON 200 $ 13.55 $ 14.24 $ 116,530.00 $ 2,848.00 $ 14.62 $ 125,732.00 16.38 $ 3,276.00 402-1812 TON 4800 $ 38.22 $ 183,456.00 $ 39.92 $ 191,616.00 CONC19 MM SUPERP AVE, GP 1 OR 2, INCL BITUM MATI. 402-3112 & H LIME TON 3200 $ 35.78 $ 114,496.00 $ 37.42 $ 119,744.00 RECYCLED ASPH CONC 12.5 MM SUPERP A VE, GP 1 OR 2 ONLY, INCLBITUM -3113 MATI.&HLIME TON 3600 $ 38.48 $ 138,528.00 $ 40.18 $ 144,648.00 CONC 9.5 MM SUPERGRA VE, GP 1 OR 2, INCL BITUM 402-3140 MATI. & HLIME TON 130 $ 39.81 $ 5,175.30 $ 41.55 $ 5,401.50 413-1000 BITUM TACK COAT GL 3,300 $ 1.65 $ 5,445.00 $ 1.77 $ 5,841.00 MIlL ASPH CONC PVMT , VARIABLE 32-5010 DEPTH SY 500 $ 14.27 $ 7,135.00 $ 14.56 $ 7,280.00 DRIVEWAY CONCRETE, 6 IN 441-0016 TIllCK SY 400 $ 24.53 $ 9,812.00 $ 26.33 $ 10,532.00 CONCRETE 441-{JI04 SIDEWALK, 4 IN SY 8,050 $ 16.97 $ 136,608.50 $ 17.81 $ 143,370.50 CONCRETE VALLEY 441-4020 GUITER, 6 IN SY 750 $ 24.53 $ 18,397.50 $ 26.11 $ 19,582.50 CONCRETE VALLEY 1-4030 GUTTER, 8 IN SY 500 $ 29.54 $ 14,770.00 $ 31.06 $ 15,530.00 Page 1 of 6 - GUTTER WITH lu 1-4050 CURB,8IN SY 700 $ 31.60 $ 22,120.00 $ 33.16 $ 23,212.00 CONCRETE HEADER 441-5002 CURB, 6 IN, TP 2 LF 425 $ 10.09 $ 4,288.25 $ 10.79 $ 4,585.75 CONC. CURB & GUTTER, 6 IN X 24 441-6012 IN, TP 2 LF 300 $ 8.06 $ 2,418.00 $ 8.67 $ 2,601.00 CONC. CURB & GUTTER, 6IN X 30 441-{j()22 IN, TP 2 LF 16,050 $ 8.48 $ 136,104.00 $ 8.88 $ 142,524.00 500-3200 CLASS B CONCRETE CY 10 $ 125.93 $ 1,259.30 $ 138.43 $ 1,384.30 CLASS B CONCRETE 500-3600 (RETAINING W ALLS\ CY 100 $ 453.20 $ 45,320.00 $ 472.92 $ 47,292.00 CLASS A CONC, INC. 500-3800 REINF. STEEL CY 10 $ 618.00 $ 6,180.00 $ 641.50 $ 6,415.00 CLASS B CONC, BASE OR PAVEMENT 500-9999 WIDENING CY 125 $ 104.40 $ 13,050.00 $ 109.12 $ 13,640.00 GAL V STEEL PIPE I )CO. 0 ',.1, HANDRAIL, 2 IN, . 0 . 515-2020 ROUND LF 375 $ 31.00 $ 11,625.00 . III . 66:00 $ 24,750.00 STORM DRAIN PIPE, 550-1080 8 IN, H 1-10 (PVC) LF 200 $ 12.58 $ 2,516.00 $ 15.29 $ 3,058.00 STORM DRAIN PIPE, 550-1150 15 IN, H 1-10 LF 750 $ 14.72 $ 11,040.00 $ 15.20 $ 11,400.00 STORM DRAIN PIPE, 550-1180 18 IN. H 1-10 LF 3,825 $ 17.80 $ 68,085.00 $ 18.33 $ 70,112.25 STORM DRAIN PIPE, 550-1240 24IN,H1-1O LF 1,100 $ 23.60 $ 25,960.00 $ 24.20 $ 26,620.00 STORM DRAIN PIPE, 550-1241 24 IN, H 10-15 LF 150 $ 30.20 $ 4,530.00 $ 31.40 $ 4,710.00 STORM DRAIN PIPE, 550-1300 30 IN, H 1-10 LF 2,660 $ 27.90 $ 74,214.00 $ 28.55 $ 75,943.00 STORM DRAIN PIPE, 550-1360 36 IN, H 1-10 LF 1.200 $ 34.28 $ 41.136.00 $ 34.98 $ 41,976.00 STORM DRAIN PIPE, 550-1420 42 IN, H 1-10 LF 175 $ 44.53 $ 7,792.75 $ 45.50 $ 7,962.50 STORM DRAIN PIPE, 550-1540 54 IN, H 1-10 LF 50 $ 84.94 $ 4,247.00 $ 87.44 $ 4,372.00 FLARED END SECTION, 18 IN, 550-4218 STORM DRAIN EA 12 $ 285.45 $ 3,425.40 $ 290.03 $ 3,480.36 FLARED END SECTION, 24 IN, 550-4224 STORM DRAIN EA 5 $ 331.59 $ 1,657.95 $ 336.59 $ 1,682.95 FLARED END SECTION 30 IN, 550-4236 STORM DRAIN EA 3 $ 577.63 $ 1,732.89 $ 585.96 $ 1,757.88 Page 2 of 6 UNDDR PIPE INCL DRAINAGE AGGR, 6 573-2006 IN LF 2000 $ 7.75 $ 15,500.00 $ 8.37 $ 16,740.00 STONE BLANKET 603-0006 PROTECTION 6 IN SY 175 $ 6.44 $ 1,127.00 $ 7.14 $ 1,249.50 STN PLAIN RIP RAP, 603-1024 24 IN, TYPE 1 SY 175 $ 31.63 $ 5,535.25 $ 34.17 $ 5,979.75 RECONSTR CATCH 611-3000 BASIN, GROUP 1 EA 2 $ 1,254.70 $ 2,509.40 $ 1,356.70 $ 2,713.40 RECONSTRUCT DROP INLET, GROUP 611-3010 1 EA 4 $ 1,060.84 $ 4,243.36 $ 1,104.09 $ 4,416.36 RECONSTRUCT MINOR DRAINAGE 611-4001 STR EA 1 $ 1,389.33 $ 1,389.33 $ 1,432.33 $ 1,432.33 RESET EXISTING 611-5460 FIRE HYDRANT EA 2 $ 515.50 $ 1,031.00 $ 579.50 $ 1,159.00 ADJUST MANHOLE 611-8050 TO GRADE EA 20 $ 350.19 $ 7,003.80 $ 370.19 $ 7,403.80 ADJUST WATER VALVE BOX TO 611-8140 GRADE EA 15 $ 244.40 $ 3,666.00 $ 271.07 $ 4,066.05 RlGHfOFWAY 634-1200 MARKER EA 80 $ 90.82 $ 7,265 .60 $ 92.88 $ 7,430.40 ,TP I 1 MATL, REFL SHEETING TPl, 636-1014 LEVEL A SF 225 $ 17.06 $ 3,838.50 1'151} $ 3,957.75 GAL V STEEL POSTS, 636-2030 ( DRIVE TYPE TP 3 LF 400 $ 5.12 $ 2,048.00 $ 2,212.00 CH LK FENCE, ZX; 643-1132 COAT, 4 FT, 9 GA LF 350 $ 9.15 $ 3,202.50 $ 3,202.50 CH LK FENCE, ZX; . , 643-1152 COAT, 6 Fr, 9 GA LF 100 $ 10.77 $ 1,077.00 wn $ 1,177.00 GATE, LINK CHAIN LINK ZX; COAT 8 Fr 1'1:1,1 j' ,,' 643-8010 X4FT9GA EA 6 $ 310.20 $ 1,861.20 $ 3lftD-, $ 1,861.20 GATE, LINK CHAIN LINK ZX; COAT 12 FT 643-8010 X 6FT 9 GA EA 4 $ 465.30 $ 1,861.20 .30 $ 1,861.20 TRAFFl INSTALLATION NO B.C. RD. AT OLD 647-1000 MCDUFFIE RD. LS 1 $ 54,062.64 $ 54,062.64 $ 6..1 M $ 61,163.64 THERMOPLASTIC PVMT MARKING, 653-0110 ARROW, TP 1 EA 2 $ 61.80 $ 123.60 $ 61.80 $ 123.60 THERMOPLASTIC PVMT MARKING, 653-0120 ARROW, TP2 EA 60 $ 66.95 $ 4,017.00 $ 66.95 $ 4,017.00 Page 3 of 6 -- SOLID TRAFFIC 653-1501 STRIPE 5 IN WlITTE LF 2000 $ 0.21 $ 420.00 $ 0.21 $ 420.00 TIlERMOPLASTIC SOLID TRAFFIC 653-1502 STRIPE 5 IN YELLOW LF 2100 $ 0.36 $ 756.00 $ 0.36 $ 756.00 TIlERMOPLASTIC SOLID TRAFFUIC 653-1604 STRIPE 18" WlITTE LF 400 $ 1.55 $ 620.00 $ 1.55 $ 620.00 TIlERMOPLASTlC SOLID TRAFFIC 653-1704 STRIPE, 24" WlITTE LF 250 $ 2.58 $ 645.00 $ 2.58 $ 645.00 TIlERMOPLASTIC SOLID TRAFFIC 653-1804 STRIPE, 8 IN, WlITTE LF 2300 $ 1.03 $ 2,369.00 $ 1.03 $ 2,369.00 TIlERMOPLASTlC SKIP TRAFFIC 653-3501 STRIPE 5 IN WlITTE GLF 850 $ 0.17 $ 144.50 $ 0.17 $ 144.50 TIlERMOPLASTlC SKIP TRAFFIC 653-3502 STRIPE 5 IN YELLOW GLF 15000 $ 0.17 $ 2,550.00 $ 0.17 $ 2,550.00 TIlERMOPLASTIC TRAFFIC STRIPING, 653-6004 WlITTE SY 100 $ 2.32 $ 232.00 $ 2.32 $ 232.00 TIlERMOPLASTlC TRAFFIC STRIPING, 653-6006 YELLOW SY 375 $ 2.32 $ 870.00 $ 2.32 $ 870.00 RAISED PVMT 654-1001 MARKERS TPI EA 210 $ 4.14 $ 869.40 $ 4.14 $ 869.40 RAISED PVMT 654-1002 MARKERS TP 2 EA 60 $ 4.14 $ 248.40 $ 4.14 $ 248.40 668-1100 CATCH BASIN, GP I EA 55 $ 1,596.39 $ 87,801.45 $ 1,624.57 $ 89,351.35 CATCH BASIN, GP I, 668-lllO ADDL DEPTH LF 85 $ 117.23 $ 9,964.55 $ 118.35 $ 10,059.75 668-1200 CATCH BASIN, GP 2 EA 5 $ 2,281.23 $ II ,406. 15 $ 2,311.23 $ ll,556.15 CATCH BASIN, GP 2, 668-1210 ADDL DEPTH LF 20 $ 202.90 $ 4,058.00 $ 204.23 $ 4,084.60 668-2100 DROP INLET, GP EA 25 $ 1,080.76 $ 27,019.00 $ 1,103.76 $ 27,594.00 DROP INLET, GP I 668-2110 ADDL DEPTH LF 10 $ 117.23 $ 1,172.30 $ 120.23 $ 1,202.30 STORM SEWER 668-4300 MANHOLE, TP I, EA 18 $ 1,198.60 $ 21,574.80 $ 1,218.32 $ 21,929.76 STORM SEWER MANHOLE, TP I, 668-4311 ADDL DEPTH. CLI LF 20 $ 116.85 $ 2,337.00 $ 119.10 $ 2,382.00 STORM SEWER MANHOLE, TP I, 668-4312 ADDL DEPTH, CL 2 LF 20 $ 122.24 $ 2,444.80 $ 124.99 $ 2,499.80 668-5000 JUNCTION BOX EA 7 $ 1,010.76 $ 7,075.32 $ 1,031.47 $ 7,220.29 Page 4 of 6 _.- 668-7008 BOX TYPE EA 10 $ 619.64 $ 6,196.40 $ 628.24 $ 6,282.40 DRAIN INlET, 15" 668-7015 BOX TYPE EA 7 $ 684.00 $ 4,788.00 $ 695.43 $ 4,868.01 WATER MAIN, 3 IN 670-1030 (DIP) LF 50 $ 21.74 $ 1,087.00 $ 24.86 $ 1,243.00 WATER MAIN, 6 IN 670-1080 (DIP) LF 125 $ 23.68 $ 2,960.00 $ 24.92 $ 3,115.00 WATER MAIN, 8 IN 670-1080 WVC) LF 4000 $ 10.97 $ 43,880.00 $ 12.15 $ 48,600.00 WATER MAIN, 8 IN 670-1080 (DIP) LF 110 $ 13.71 $ 1,508.10 $ 14.03 $ 1,543.30 WATERMAIN,IOIN 670-1100 (pva LF 1900 $ 18.14 $ 34,466.00 $ 20.20 $ 38,380.00 WATERMAIN,IOIN 670-1100 mIP) LF 2000 $ 16.80 $ 33,600.00 $ 17.20 $ 34,400.00 670-2030 GATE VALVE, 3 IN EA 1 $ 318.87 $ 318.87 $ 373.87 $ 373.87 670-2060 GATE VALVE, 6 IN EA 3 $ 443.35 $ 1,330.05 $ 523.02 $ 1,569.06 670-2080 GATE VALVE, 8 IN EA 7 $ 643.49 $ 4,504.43 $ 756.06 $ 5,292.42 670-2100 GATE VALVE,IOIN EA 8 $ 976.67 $ 7,813.36 $ 1,14655 $ 9,172.40 RELOCATE EXISTING FIRE 670-9710 HYDRANT EA 5 $ 497.79 $ 2,488.95 $ 528.79 $ 2,643.95 RELOCATE EXISTING WATER 670-9730 METER, INCL BOX EA 30 $ 324.11 $ 9,723.30 $ 345.21 $ 10,356.30 RECONNbCl' EXISTING WATER SERVICE, 1f2 IN TO 1- 670-9731 112 IN EA 30 $ 725.90 $ 21,777.00 $ 793.07 $ 23,792.10 8"WATERMAIN OFFSET (DUCTILE 670-xxxx IRON) EA 5 $ 2,024.13 $ 10,120.65 $ 2,207.53 $ 11,037.65 20" WATER MAIN OfFSET (DUCTILE 670-xxxx IRONl EA 20 $ 3,800.00 $ 76,000.00 $ 4,972.00 $ 99,440.00 GRASSING, COMPLETE INCL 700-5000 SOD LS 1 $ 20,600.00 $ 20,600.00 $ 21,350.00 $ 21,350.00 T 2.342,499.73 ~ 2.509.937.23 Section IT >ASPH CONC PATCHING, INCL BITUM MATL & lw2-1802 H LIME TON 25 $ 55.00 $ 1,375.00 $ 57.60 $ 1,440.00 lASPH CONC LEVELING, INCL BITUM MATL & 4ll?-1812 H LIME TON 100 $ 38.22 $ 3,822.00 $ 39.92 $ 3,992.00 Page 5 of 6 CONC 19 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL -3H2 &HLIME TON CONC 9.5 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL -3140 &HLIME TON 13-1000 BITUM TACK COAT GL SUB.TOTAL GRAND TOTAL 100 $ 35.78 $ 3,578.00 $ 37.42 $ 3,742.00 325 $ 300 $ 39.81 $ 1.65 $ 12,938.25 $ 495.00 $ 41.55 $ 2.01 $ 13,503.75 603.00 2 2 C.O Total $ C.O. Approved $ delta $ 168.510.00 $168,510.00 0.00 Page 6 of 6 Office of1be Administrator George R. Kolb Administrator Room 801 - Munidpal Building 530 Greene 5treet- AUGU5TA, GA. 30~11 (706) 821-2400 - FAX (706) B21-2Bl~ www.augustJlga.gov May 4, 2004 ....- Dear Teresa: i I \ \- .. ) "''':'''l ~.,.,,- \J.~'I - 7 ?CC~ '"-r'-:'.:~'; :':~~:~0~?~ - -,- " I Ms. Teresa Smith Public Works & Engineering Director 1615 Marvin Griffin Road Augusta, GA 30906 , \ The Augusta-RIchmond County Commission, at their regular meeting held Tuesday, May 4, 2004 took action on the following items. 24. Returned to Engineering Services Committee a status report from the Public Works Department regarding the Windsor Springs Road Project. (Referred from April 12 Engineering Services) 34. Ratified Commission's Letter of Approval dated April 22, 2004 regarding Change Order Number One in the amount of $33,660.00 with Beam's Construction Company for the resurfacing Various Road Phase VIII Project (CPB) 324-(4203824045) to be funded from the project construction account. 35A. Approved Change Order Number One in the amount of $168,510.00 for the Barton Chapel Road, Phase II project (CPB# 322-04-292822678) to be funded from project contingency. If you have any questions, please contact me. Yours truly, uv Frederick L. Russell Deputy Administrator cc: Ms. Geri Sams Mr. David Persaud Ms. Donna Williams ~~~y~~~ ~ ENGINEERING- pueL~~~~~~I~ DIVISION 05-04-04: #24, #34, 35A