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HomeMy WebLinkAboutRae's Creek/Wrightsboro Road Sanitary Sewer Augusta Richmond GA DOCUMENT NAME: '( ~CS CX~ 1lJ0'(\CA~mO ~C)C)(), '&1.\\ro'<Lj SeuJtt DOCUMENT TYPE: 0X'OX\~e, ()'(ckY YEAR: D\ BOX NUMBER: \ L\ F~ENUMBER: \~~ql\ NUMBER OF PAGES: 7 CHANGE ORDER r APf;~~bv~~Ij=,.m'_"' l~~::~~:~:~~jl~~L f"',f -. ~ .,: ~~. ;. CO NUMBER 2 BID ITEM DATE 9/21/2001 PROJECT TITLE Rae's CreeklWrightsboro Road Sanitmy Sewer Extension ORIGINAL CONTRACT DATE 12/19/2000 PROJECT NUMBER S-12F OWNER AUGUSTA COMMISSION PO NUMBER P35615 The following change order is hereby made to the proposal for the above project: PAYEE Mabus Constmction Co., Inc. TOTAL AMOUNT OF TI-IIS CHANGE ORDER $ 37,012.55 The contract time will be INCREASED by Q calendar days as a result of this change. ORIGINAL CONTRACT COST $ 656,060.86 PREVIOUS CHANGE ORDER (lNCREASE) $ 73,000.00 THIS CHANGE ORDER (INCREASE) $ 37,012.55 TOTAL CONTRACT WITH CHANGE ORDER $ 766,073.41 FUNDING NUMBER/ACCOUNT NUMBER 508043420 5425210 REQUESTED BY: DATE: f!ZS /0 I SUBMITTED BY: DATE: lujl/O I f FINANCE ENDORSEMENT: DATE: Io-n-(")/ RECOMMENDED BY: /q/~/ / APPROVED BY: DATE: IlJh~/o( I I \ .. ,- Augusta Utilities Department Rae's CreeklWrightsboro Road Sanitary Sewer (S-12F) Change Order No.2 Summary 1 Traffic Control 1 L,S, $2,000,00 $2,000,00 1 L.S, $2,000,00 $2,000,00 $0.00 2 Erosion Control (6733 LF "c" Silt Fence) 1 L.S. $13,281.59 $13,281.59 1 L.S, $13,281,59 $13,281,59 $0.00 3 Grassing 1 L.S. $4,000.00 $4,000.00 1 L.S. $4,000.00 $4,000,00 $0.00 4 Lump Sum Construction 1 L.S. $30,768.00 $30,768.00 1 L.S. $30,768.00 $30,768.00 $0.00 5 1" PVC (Bedding & Backfill Included) 30 L. F, $2,31 $69.30 o L.F. $2.31 $0.00 -$69.30 6 4" PVC (Beddino & Backfill Included) 40 L.F, $4.59 $183.60 o L.F. $4.59 $0.00 -$183.60 7 12" CMP (Beddino & Backfill Included) 20 L.F. $28.00 $560.00 20 L. F, $28.00 $560,00 $0.00 8 15" CMP (Beddino & Backfill Included) 19 L.F. $30.00 $570.00 o LF. $30.00 $0.00 -$570.00 9 San Manhole #1 1 EA. $1,614.61 $1,614.61 1 EA. $1,614,61 $1,614.61 $0,00 10 San Manhole #2 1 EA. $1,885,13 $1,885.13 1 EA. $1,885,13 $1,885.13 $0.00 11 San Manhole #3 1 EA. $1,609,61 $1,609.61 1 EA. $1,609.61 $1,609.61 $0.00 12 San Manhole #4 1 EA. $1,72346 $1,72346 1 EA. $1,72346 $1,723.46 $0,00 13 San Manhole #5 1 EA. $1,73346 $1,73346 1 EA. $1,73346 $1,73346 $0.00 14 San Manhole #6 1 EA. $1,498,62 $1,498.62 1 EA. $1,498.62 $1,498.62 $0.00 15 San Manhole #7 1 EA. $1,72346 $1,72346 1 EA. $1,72346 $1,72346 $0.00 16 San Manhole #8 1 EA. $1,66922 $1,669,22 1 EA. $1,669.22 $1,669.22 $0.00 17 San Manhole #9 1 EA. $1,624.61 $1,624.61 1 EA. $1,624.61 $1,624.61 $0.00 18 San Manhole #10 1 EA. $1,614.61 $1,614.61 1 EA. $1,614.61 $1,614.61 $0.00 19 San Manhole #11 1 EA. $1,723.46 $1,72346 1 EA. $1,72346 $1,72346 $0.00 20 San Manhole #12 1 EA. $3,704.79 $3,704,79 2 EA. $3.704.79 $7,409.58 $3.704.79 21 San Manhole #13 1 EA. $3,147.05 $3.14705 2 EA. $3,147.05 $6,294.10 $3,147.05 22 San Manhole #14 1 EA. $2,951.12 $2,951.12 1 EA. $2.951.12 $2,95112 $0.00 23 San Manhole #15 1 EA. $4.053.18 $4,053.18 1 EA. $4,053.18 $4.053.18 $0.00 24 San Manhole #16 1 EA. $2,966.12 $2,966.12 1 EA. $2,966.12 $2,966.12 $0.00 25 San Manhole #17 1 EA. $2,790.89 $2,790.89 1 EA. $2,790.89 $2,790.89 $0.00 26 San Manhole #18 1 EA. $2,890.81 $2,890.81 1 EA. $2,890.81 $2,890.81 $0.00 27 San Manhole #19 1 EA. $2,674.90 $2,674.90 1 EA. $2,674.90 $2,674.90 $0.00 2B San Manhole #20 1 EA. $2,625.29 $2,625.29 1 EA. $2,625.29 $2,625.29 $0,00 29 San Manhole #21 1 EA. $2,685.89 $2,685.89 1 EA. $2,685.89 $2,685.89 $0.00 30 San Manhole #22 1 EA. $2,250.22 $2,250.22 1 EA. $2,250.22 $2,250.22 $0.00 31 San Manhole #23 1 EA. $2,408.31 $2,408.31 1 EA. $2,408.31 $2.408.31 $0.00 32 San Manhole #24 1 EA. $2,345.14 $2,345.14 1 EA. $2,345.14 $2,345.14 $0.00 33 San Manhole #25 1 EA. $2,230.22 $2,230.22 1 EA. $2,230.22 $2,230.22 $0.00 34 San Manhole #26 1 EA. $2,106.04 $2,106.04 1 EA. . $2,106.04 $2.106.04 $0.00 35 San Manhole #27 1 EA. $2,230.22 $2,230.22 1 EA. $2,23022 $2,230.22 $0.00 0912512001 10/2 S-12F C02 Summary. Summary " Augusta Utilities Department Rae's CreeklWrightsboro Road Sanitary Sewer (S-12F) Change Order No.2 Summary I 36 San Manhole #28 1 EA. $2,992.82 $2,992.82 1 EA. $2,992.82 $2,992.82 $0.00 37 San Manhole #29 1 EA. $2,142.19 $2,142.19 1 EA. $2,142.19 $2,142.19 $0.00 38 San Manhole #30 1 EA. $2,340.14 $2,340.14 1 EA. $2,340.14 $2,340.14 $0.00 39 San Manhole #31 1 EA. $2,630.29 $2,630.29 1 EA. $2,630.29 $2,630.29 $0.00 40 Reconstruct Exist Manhole Sta 0+00 1 EA. $2,000.00 $2,000.00 1 EA. $2,000.00 $2,000.00 $0.00 41 18" DIP San Sewer Pioe 44 L.F. $56.55 $2,488.20 41 L.F. $56.55 $2,318.55 -$169.65 42 24" PVC San Sewer Pioe 40 L.F $43.14 $1,725.60 26 L.F. $43.14 $1,121.64 -$603.96 43 30" DIP San Sewer Pioe 240 L.F. $97.13 $23,311.20 237 L.F. $97.13 $23,019.81 -$291.39 44 30" PVC San Sewer Pioe 6519 L.F. $71.71 $467,477.49 6734 L.F. $71.71 $482,895.14 $15,417.65 45 48" Jack & Bore Carrier Not Included 146 L.F. $240.00 $35,040.00 150 L.F. $240.00 $36,000.00 $960.00 , Changes to Contract 46 Rock Excavation (State Unit Prices) o CY $25.00 $0.00 o CY $25.00 $0.00 $0.00 Select Backfill, GA DOT Tp I, CL I & II 47 State Unit Prices) o CY $7.50 $0.00 o CY $7.50 $0.00 $0.00 Foundation backfill, GA DOT Tp II (State 48 Unit Prices) o TN $10.50 $0.00 931.5 TN $10.50 $9,780.75 $9,780.75 49 Clav Core Per Dam Soec (CO #1) 4100 CY $9.00 $36,900.00 4560 CY $9.00 $41,040.00 $4,140.00 12" Dia. Cores in Manholes wi boot, 50 cleanout, 20' of sewer pioe (CO #1) 2 EA. $525.00 $1,050.00 o EA. $525.00 $0.00 -$1,050.00 51 Reconstruct Concrete Flume (CO #1) 1 EA. $3,500.00 $3,500.00 1 EA. $3,500.00 $3,500.00 $0.00 52 Remove Excess Dirt (CO #1) 4425 CY $3.83 $16,950.00 4,568.58 CY $3.83 $17,500.00 $550.00 53 Extra Deoth on Manholes (CO #1) 1 L.S. $1,600.00 $1,600.00 1 L.S. $1,600.00 $1,600.00 $0.00 54 Extra Deoth on Pioe (CO #1) 1 L.S. $10,00000 $10,000.00 1 L.S. $10,000.00 $10,000.00 $0.00 55 Extra Grassina ICO #1) 1 L.S. $3,000.00 $3,000.00 1 L.S. $3,000.00 $3,000.00 $0.00 56 Manhole Materials o EA. $750.07 $0.00 3 EA. $750.07 $2,250.21 $2,250.21 a, .on rac 09/25/2001 2 of 2 S-12F C02 Summary, Summary .x AUGUSTA UTILITIES DEPARTMENT CAPITAL IMPROVEMENTS PROGRAM Payment Application and Certificate . f) ilnJJlef ; \.{ VI 0/11-1 Ill> ~~I' , Date: 8/22/2001 "'~" .... Certificate No: Page 1 of 4 Period: From: 7/26/2001 To 8/22/2001 Project No. Project: Raes Creek / Wriqhtsboro Road Sanitarv Sewer Extension 1 Original Contract Sum: 2 Contract Modifications Approv $ 656,060.86 Additions: $ 46,750.00 Deductions: $ 3 Contract Modifications Approved this eriod (List Contract Modifications Nos. Additions: $ 29,100.00 6 Total Value of Work to Date (Estimate Attached) 7 Percent Project Complete (Line 6/ Line 5) x 100= 747,3CO.sa 76,868.00' 13, oco ~ ~ $ 761 ,a10.8C'" lZ~ o.fI/).i - 129 O~6.i'~ I 4 Net Change by Contractor Amount 5 Revised Contract Amount (Sum of Lines 1 and 100% . v Total Materials on Hand (Listing attached) 9 Subtotal - Work Completed and Stored (Sum of Lines 6 and 10 Total Retainage (2.5 % x Line 9) ~2.S0.21- 74a,610.79"" 11. 9,0.&0,%1 18,740.27 11 Total Earned to Date, Less Retainage (Line 9 less Line 10) 430,870.52 7 )l>,j2(). $ 12 Less Previous Certificates for Payment (Item 11 from Previous Applica .on) 644,545.00 2S' 13 Current Payment'Due (Line 11 less Line 12) ~ 36,32S.4tt:- ~S 775.:3 21 The undersigned Contractor certifies that the Work covered by this Application for Paymen has been completed in accordance I /1-]) 'It, with the Contract Documents, that the current payment shown herein is now due, and that tit e for all Work, materials, and et." I equipment covered in this Application will p s to the Owner free and clear of all liens at the ti e of payment. (7Yi(lhu S Mabus Construction Co., Inc. CONTRACTOR I hereby acknowledge that the material and labor involved on the ve estimate is c!;lrrect to the best 0 y knowledge, information and belief, and payment on same is due Contractor. oB-2B-DI Date PROJECT INSPECTOR CIiR ff/ #/1 PROGRAM MANAGER 8'-29-01 Date. '. . .~ .. RAES CREEK / WRIGHTSBORO ROAD SANITARY SEWER EXTENSION PROJECT 8/22/2001 DETAILED ESTlMA TE DESCRIPTION ORIGINAL CONTRACT THIS MONTH JOB TO DA TE QTY UM AMOUNT TOTAL QTY AMOUNT QTY AMOUNT 1 Traffic Control 1 LS 2,000.00 r2~Qj)Q.0()1 0.5 1,000.00. 0.8 1,600.00 2 Erosion Control (6733 LF"C" Silt Fence) 1 LS 13,281.59 \J3~28J.59j 0.3 3,984.48 1 13,281.59 3 Grassing 1 LS 4,000.00 ~ 4;000:00.) - - 4 Lump Sum Construction 1 LS 30,768.00 \30;768:001 - 0.82 25,229.76 5 1" PVC (Bedding & Backfill Included) 30 LF 2.31 - 69.30 - \ -'-n 6 4" PVC (Bedding & Backfill Included) 40 LF 4.59 183.60 - C'-'J 7 12"'CMP (Bedding & Backfill Included) 20 LF 28.00 560.00 20 560.00 20 [ --560.00 ) 8 15" RCP (Bedding & Backfill Included) 19 LF 30.00 570.00 - - 9 San Manhole #1 Sta 3+30.31 1 EA 1,614.61 1,614.61 - 1 \1~6~4.6j1 10 San Manhole #2 Sta 5+67.52 1 EA 1,885.13 1,885.13 - 1 1~885~13': : 11 San Manhole #3 Sta 9+67.31 1 EA 1,609.61 1,609.61 - 1 1~f309:617 12 San Manhole #4 Sta 13+66.32 1 EA 1,723.46 1,723.46 - 1 1~723.4Q, 13 San Manhole #5 Sta 16+85.74 1 EA 1,733.46 1,733.46 - 1 1~733.46," 14 San Manhole #6 Sta 17+88.92 . 1 EA 1,498.62 1,498.62 - 1 1,498.62 15 San Manhole #7 Sta 18+91.09 1 EA 1 ,723.46 1,723.46 - 1 1~723.46. 16 San Manhole #8 Sta 20+11.09 1 EA 1,669.22 1,669.22 - 1 ~~609.22 ! 17 San Manhole #9 Sta 21+64.23 1 EA 1,624.61 1,624.61 - 1 t624~61 18 San Manhole #10 Sta 23+44.2 1 EA 1,614.61 1,614.61 - 1 t614.61 c 19 San Manhole #11 Sta 25+44.2 1 EA 1,723.46 1,723.46 - 1 l,723.46' 1-20 San Manhole #12 Sta 29+29.2 1 EA 3,704.79 3,704.79 - 2 7,"W9.58' ( San Manhole #13 Sta 31+29.2 1 EA 3,147.05 3,147.05 - 2 (6;294.101 LL San Manhole #14 Sta 33+40.9 1 EA 2,951.12 2,951.12 - 1 (2,951.12> 23 San Manhole #15 Sta 35+03.9 1 EA 4,053.18 4,053.18 - 1 4;053.18 ; 24 San Manhole #16 Sta 36+92.5 1 EA 2,966.12 2,966.12 - 1 2;966.12~ 25 San Manhole #17 Sta 39+24.9 1 EA 2,790.89 2,790.89 - 1 2;790.89' 26 San Manhole #18 Sta 41+22.9 1 EA 2,890.81 2,890.81 - 1 2;890.81D 27 San Manhole #19 Sta 42+16.3 1 EA 2,674.90 2,674.90 - 1 2;674:90, 28 San Manhole #20 Sta 46+11.3 1 EA 2,625.29 2,625.29 - 1 2;625.29 29 San Manhole #21 Sta 47+91.3 1 EA 2,685.89 2,685.89 - 1 -2;685.89:1 30 San Manhole #22 Sta 50+55.4 1 EA 2,250.22 2,250.22 - 1 2;250.22~ 31 San Manhole #23 Sta 53+47.4 1 EA 2,408.31 2,408.31 - 1 2;408.31 , 32 San Manhole #24 Sta 55+56.9 1 ,EA 2,345.14 2,345.14 - 1 2;345.14': 33 San Manhole #25 Sta 56+56.4 1 iEA 2,230.22 2,230.22 - 1 ~,230.22 . 34 San Manhole #26 Sta 58+81.4 1 :EA 2,106.04 2,106.04 - 1 2;106.04 ( 35 San Manhole #27 Sta 60+81.Q 1 lEA 2,230.22 2,230.22 - 1 2;230.22 , 36 San Manhole #28 Sta 64+28.5 1 lEA 2,992.82 2,992.82 - 1 2;992.82,1 37 San Manhole #28A Sta 0+44 1 lEA 2,142.19 2,142.19 - 1 2;142:19~ 38 San Manhole #29 Sta 66+39.6 1 'EA 2,340.14 2,340.14 1 2,340.14 1 2:~0:14~ I 39 San Manhole #30 Sta 67+59.6 1 ;EA 2,630.29 2,630.29 1 2,630.29 1 (2;630:29] 40 Reconstruct Exist Manhole Sta 0+00 1 :EA 2,000.00 2,000.00 - 1 f2;000:0.D) 41 18" DIP San Sewer Pipe 44 :LF 56.55 2,488.20 - 41 {2;318:55 42 24" PVC San Sewer Pipe 40 'LF 43.14 1,725.60 - 26 /1-;-121:64; 43 30" DIP San Sewer Pipe 240 ILF 97.13 23,311.20 117 11,364.21 237 (23;019:81] 44 30" PVC San Sewer Pipe 6519 LF 71.71 467,477.49 53.66 3,847.96 6734 482;870:7.6) 45 48" Jack & Bore (Carrier Not Included) 146 LF 240.00 35,040.00 70 16,800.00 150 r36;OaO:OO? i. TOTAL ORIGINAL CONTRACT AMOUNTS 656,060.86 42,527.08 667,439.8:3 r/ '" ('~ . '. ',' ..... RAES CREEK / WRIGHTSBORO ROAD SANITARY SEWER EXTENSION PROJECT DETAILED ESTlMA TE ,.,,- DESCRIPTION ORIGINAL CONTRACT THIS MONTH JOB TO DA TE QTY UM AMOUNT TOTAL QTY AMOUNT QTY AMOUNT 46 Rock Excavation 1000 CY 25.00 25,000.00 - ...,. /r:: -:];-::~.: ~ 47 Select Backfill, GA DOT Tp I, CL I & II 1500 CY 7.50 11,250.00 - Cl ..,o~ ff..,.A 1 cr. Z ~ 48 Foundation Backfill, GA DOT Tp II 1000 TN 10.50 10,500.00 o ..22B ~Z.50 9C'r.5 . (Ct).?BQ.7!r 49 Clay Core Per Dam Spec CY 9.00 - 4560 r4_1~040:0oP 50 Remove excess dirt 1 LS 17,500.00 . 17,500.00 1 17,500.00 1 1-7;500;00",) 51 Extra Depth on Manholes 1 LS 1,600.00 1,600.00 1 1,600.00 1 (.1~600:o0 52 Extra Depth on Pipe 1 LS 10,000.00 10,000.00 1 10,000.00 1 '10;000;00) TOTAL EXTRA WORK ORDERED BY ENGINEER 75,850.00 .. ,..u.......u ~,929. 75- I- 7.'1/tJIJ, DO 1', 553. z. p ) -;J TOTAL ORIGINAL CONTRACT & EXTRAS 731,910.86 73,989.58 11 (,11. 0 /J1 ;1 }'Im ....1)1 Jl) rlJ,,~\o \ co (e1'J. "Sfp 0410.. ~(p ~ 1"5,O"D.60 ii" 0 fs1 0 . ? Cf> .. ,,~8'4 c.e 1~ 'I J 2 z tJ, -z. I I 1 ~, c,jS. /":; 1'1' (."';"0 c f c. . dl -9 L,N!-r"..{ JI'Yo,J<. t~/G ~ {Y1a{d/~(S (h1*'5 -~ 4. ~ ~ ,JAt. 1 ( 1>17 ell' - " ..I- ,q~..,.. (..0,.., +I'H'I InHS h\t1) -;::0"...( '2c.kfi/~ hi I{ rt tt\ 14 '3 SO,I (If <- 0 _')r" .... . . '1'L ' RAES CREEK / WRIGHTSBORO ROAD SANITARY SEWER EXTENSION PROJECT STORED MA TERIALS Balance Mat Put Materials Ending Material Supplier Forward In Place Added Balance 30" PVC Sewer Atlantic Supply 3978 340245 2116/2001 30" PVC Sewer Atlantic Supply 936 16,171.98 16,171.98 340637 2/23/2001 30" PVC Sewer Atlantic Supply 936 33,050.16 33,050.16 340651 2126/2001 30" PVC Sewer Atlantic Supply 676 62.11 62.11 340661 2127/2001 Manhole # 10 Hanson Pipe 1 13106 2/1212001 Manhole # 11 Hanson Pipe 1 13106 2/1212001 Manhole- # 12 Hanson Pipe 1 13106 2112/2001 Manhole # 12-R Hanson Pipe 1 13209 2/24/2001 Manhole # 13-A Hanson Pipe 1 13209 2124/2001 Manhole # 13 Hanson Pipe 1 13158 2/20/2001 Manhole # 15 Hanson Pipe 1 13158 2/20/2001 Manhole # 16 Hanson Pipe 1 13158 2120/2001 Manhole # 14 Hanson Pipe 1 13240 212812001 Manhole # 17 Hanson Pipe 1 13240 2/2812001 Manhole # 18 Hanson Pipe 1 13240 2128/2001 Manhole # 19 Hanson Pipe 1 13240 2128/2001 Manhole # 13 New Hanson Pipe 1 750.07 13360 3/19/2001 750.07 Manhole # 13a New Hanson Pipe 1 750.07 13360 3/19/2001 750.07 Manhole # 13b New Hanson Pipe 1 750.07 13360 3/19/2001 750.07 Manhole # 22 Hanson Pipe 1 1,286.14 1,286.14 13361 3/19/2001 hole # 23 Hanson Pipe 1 1,379.23 1,379.23 13361 3/19/2001 I'vldnhole # 24 Hanson Pipe 1 1,346.06 1,346.06 13361 3/19/2001 Manhole # 25 Hanson Pipe 1 1,286.14 1,286.14 13438 3/31/2001 Manhole # 26 Hanson Pipe 1 1 ,206.96 1,206.96 13438 3/31/2001 Manhole # 27 Hanson Pipe 1 1,286.14 1,286.14 13438 3/31/2001 Manhole # 28 Hanson Pipe 1 2,013.74 2,013.74 13438 3/31/2001 Manhole # 28a Hanson Pipe 1 1,148.11 1,148.11 13495 4/9/2001 Manhole # 29 Hanson Pipe 1 1,346.06 1,346.06 13495 4/9/2001 Manhole # 30 Hanson Pipe 1 1,501.21 1,501.21 13495 4/9/2001 Manhole # 20 New Hanson Pipe 1 750.07 750.07 13443 4/16/2001 TOTALS FOR STORED MATERIALS 66,084.32 63,834.11 2,250.21