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Home My WebLink About1032 Approving Change Orders 1-6 to Agreement with APAC-Kansas for Argosy Casino Parkway - North ProjectSUBSTITUTE BILL NO. 2010-056 ORDINANCE NO. 1032 AN ORDINANCE AUTHORZING, APPROVING AND RATIFYING CHANGE ORDERS 1 THROUGH 6 TO THE AGREEMENT BY AND BETWEEN THE CITY OF RIVERSIDE AND APAC-KANSAS, INC. FOR THE ARGOSY CASINO PARKWAY — NORTH PROJECT RESULTING IN A REVISED CONTRACT AMOUNT OF $7,488,012.22. WHEREAS, the City issued an Invitation to Bid for the Argosy Casino Parkway — North Project within the City; and WHEREAS, the bid for said project was awarded to APAC-Kansas, Inc. pursuant to Ordinance 2009-161; and WHEREAS, the City has previously approved Change Orders 1-5 on the Argosy Casino Parkway — North Project in the total amount of $442,882.22 as set forth in Exhibits A, B, C, D and E attached hereto; and WHEREAS, the City desires to approve Change Order 6 on said project in the amount of $453,556.39 as well address certain modifications deemed necessary and advisable to the original construction contract provisions relating to liquidated damages, incentive payments and delay damages in substantially the same form as set forth in Exhibit F; and WHEREAS, the Board of Aldermen find it in the best interest of the City to authorize, approve and ratify Change Orders 1 through 6 to the agreement with APAC-Kansas, Inc as set forth in the attached Exhibits A, B, C, D, E and F and resulting in a total revised contract amount not to exceed $7,488,012.22; NOW THEREFORE, BE IT ORDAINED BY THE BOARD OF ALDERMEN OF THE CITY OF RIVERSIDE, MISSOURI, AS FOLLOWS: SECTION 1 — APPROVAL OF CHANGE ORDERS. Change Orders 1 through 6 to the Agreement entered into by and between the City and APAC- Kansas, Inc. set forth in Exhibits A, B, C, D, E and F in substantially the same form as attached hereto and incorporated herein by reference resulting in a revised contract amount not to exceed $7,488,012.22 are hereby authorized, ratified and approved. SECTION 2 — AUTHORITY TO EXECUTE. The City Administrator and all other required city officials are authorized to execute the change orders authorized herein together with any and all documents necessary or incidental to the performance thereof and to take such other actions and/or execute and deliver for and on behalf of the City all certificates, instruments, agreements and other documents as may be deemed necessary or convenient to carry out and comply with the intent of this Ordinance. SECTION 3 — SEVERABILITY CLAUSE. The provisions of this ordinance are severable and if any provision hereof is declared invalid, unconstitutional or unenforceable, such determination shall not affect the validity of the remainder of this ordinance. SUBSTITUTE BILL NO. 2010-056 ORDINANCE NO. 1032 SECTION 4 — EFFECTIVE DATE. This ordinance shall be in full force and effect from and after the date of its passage and approval. BE IT REMEMBERED that the above was read two times by heading only, PASSED AND APPROVED by a majority of th Board of Idermen and APPROVED by the Mayor of the City of Riverside, Missouri, this 21st day of September, 2010. /s/ Kathleen L. Rose Kathleen L. Rose, Mayor ATTEST: /s/ Robin Littrell Robin Littrell, City Clerk Approved as to Form: /s/ Nancy Thompson Nancy Thompson, City Attorney CHANGE ORDER NO. 1 PROJECT NO. 700336-220 ARGOSY CASINO PARKWAY - NORTH To: APAC Kansas, Inc. Kansas City Division 7415 West 130th Street Overland Park, Kansas 66213 CHANGE ORDER CITY: RIVERSIDE, MISSOURI COUNTY: PLATTE, MISSOURI DESCRIPTION AND REASON FOR CHANGE: Added Form Liner with Ashlar Stone Finish to the MSE Wall. Added Rock Check for Erosion Control SHEET 1 OF 1 4/13//2010 ESTIMATE OF COST OF WORK AFFECTED BY THIS CHANGE ORDER LINE NO. | ITEM DESCRIPTION | CURRENT CONTRACT QUANTITY | REVISION | UNITS UNDERRUN (-) | UNITS OVERRUN (+) | CONTRACT OR AGREED UNIT PRICE | AMOUNT OF CHANGE 9A Rock Check 0 LF 100 LF - - 100 LF $50.73 LF $5,073.00 39A ATT Conduit Line on BNSF Bridge 0 LS 1 LS - - 1 LS $5,291.92 LS $5,291.92 42A MSE Form Liner 0 LS 1 LS - - 1 LS $3,150.00 LS $3,150.00 TOTAL THIS PAGE $13,514.92 TOTAL THIS CHANGE ORDER $13,514.92 ORIGINAL CONTRACT AMOUNT $ 6,591,573.61 TOTAL OF PREVIOUS CHANGES $0.00 TOTAL THIS CHANGE ORDER $13,514.92 CURRENT CONTRACT TOTAL $6,605,088.53 Note: Numbers in parenthesis ( ) are negative values. THE TERMS OF SETTLEMENT ABOVE ARE HEREBY AGREED TO: /s/ 4/14/10 APAC KANSAS, INC. DATE KANSAS CITY DIVISION /s/ David L. McGee 4/14/10 APPROVED: SHAFER KLINE & WARREN DATE /s/ Travis Hoover 4-14-10 APPROVED: CITY OF RIVERSIDE DATE ROUTING: APAC KANSAS. INC., SHAFER, KLINE & WARREN, INC., CITY OF RIVERSIDE, MO, SEND THIS REQUEST VIA MAIL, DO NOT FAX. (PLEASE SEND A COPY WITH ALL SIGNATURES TO SHAFER, KLINE & WARREN, INC., 11250 CORPORATE AVENUE LENEXA, KS 66219 FOR RECORDS) CHANGE ORDER NO. 2 PROJECT NO. 700336-220 ARGOSY CASINO PARKWAY - NORTH To: APAC Kansas, Inc. Kansas City Division 7415 West 130th Street Overland Park, Kansas 66213 CHANGE ORDER CITY: RIVERSIDE, MISSOURI COUNTY: PLATTE, MISSOURI DESCRIPTION AND REASON FOR CHANGE: Additional Excavation and Type 5 Aggregate needed for Shear Key SHEET 1 OF 1 4/30/2010 ESTIMATE OF COST OF WORK AFFECTED BY THIS CHANGE ORDER LINE NO. | ITEM DESCRIPTION | CURRENT CONTRACT QUANTITY | REVISION | UNITS UNDERRUN (-) | UNITS OVERRUN (+) | CONTRACT OR AGREED UNIT PRICE | AMOUNT OF CHANGE 8A Shear Key Excavation 0 CY 3432 CY - - 3432 CY $5,775 CY $19,819.80 19A Additional Type 5 Aggregate for Shear Key 0 SY 130 SY - - 130 SY $125.00 SY $16,250.00 19B Additional Type 5 Aggregate for 1:1 Shear Key 0 CY 1708 CY - - 1708 CY $45.25 CY $77,287.00 TOTAL THIS PAGE $113,256.80 TOTAL THIS CHANGE ORDER $113,256.80 ORIGINAL CONTRACT AMOUNT $6,591,573.61 TOTAL OF PREVIOUS CHANGES $13,514.92 TOTAL THIS CHANGE ORDER $113,256.80 CURRENT CONTRACT TOTAL $ 6,718,445.33 Note: Numbers in parenthesis ( ) are negative values. THE TERMS OF SETTLEMENT ABOVE ARE HEREBY AGREED TO: /s/ 5/04/2010 APAC KANSAS, INC. DATE KANSAS CITY DIVISION APPROVED: SHAFER KLINE & WARREN DATE APPROVED: CITY OF RIVERSIDE DATE ROUTING: APAC KANSAS. INC., SHAFER, KLINE & WARREN, INC., CITY OF RIVERSIDE, MO, SEND THIS REQUEST VIA MAIL, DO NOT FAX. (PLEASE SEND A COPY WITH ALL SIGNATURES TO SHAFER, KLINE & WARREN, INC., 11250 CORPORATE AVENUE LENEXA, KS 66219 FOR RECORDS) CHANGE ORDER NO. 3 PROJECT NO. 700336-220 ARGOSY CASINO PARKWAY - NORTH To: APAC Kansas, Inc. Kansas City Division 7415 West 130th Street Overland Park, Kansas 66213 CHANGE ORDER CITY: RIVERSIDE, MISSOURI COUNTY: PLATTE, MISSOURI DESCRIPTION AND REASON FOR CHANGE: 1A - Additional item needed, due to the 15 foot shift in the roadway. 16A, 42B, 42C, & 42D - Additional items required (found during construction). 90 & 90A - Access road to expedite the utility relocations during the wet weather. 91 - Removal and Capping of the Chevron Pipeline due to the conflict with the MSE Wall. SHEET 1 OF 1 6/25/2010 ESTIMATE OF COST OF WORK AFFECTED BY THIS CHANGE ORDER LINE NO. | ITEM DESCRIPTION | CURRENT CONTRACT QUANTITY | REVISION | UNITS UNDERRUN (-) | UNITS OVERRUN (+) | CONTRACT OR AGREED UNIT PRICE | AMOUNT OF CHANGE 1A Additional Surveying Required for Roadway Re-alignment 0 LS 1 LS - - 1 LS $1,750.00 LS $1,750 16A 11.5" Pavement Reinforcing Steel Tie Bars 0 SY 15,375 SY - - 15,375 SY $0.350 SY $5,507.25 42B Type "A" Gutter behind MSE Wall 0 LF 330 LF - - 330 LF $66.000 LF $21,780.00 42C Gutter Inlet Behind MSE Wall 0 EA 1 EA - - 1 EA $3,846.150 EA $3,846.15 42D 8" PVC Drainage Pipe Behind MSE Wall 0 LS 1 LS - - 1 LS $2,921.660 LS $2,921.66 90 Access Road for Utility Contractors 0 LF 470 L;F - - 470 LF $20.370 LF $9,573.90 90A Removal of Access Road for Utility Contractors 0 LF 470 LF - - 470 LF $11.230 LF $5,278.10 91 Removal and capping of Chevron Pipeline Conflicting with MSE Wall 0 LS 1 LS - - 1 LS $2,377.000 LS $2,377.00 TOTAL THIS PAGE $53,034.06 TOTAL THIS CHANGE ORDER $53,034.06 ORIGINAL CONTRACT AMOUNT $ 6,591,573.61 TOTAL OF PREVIOUS CHANGES $126,871.72 TOTAL THIS CHANGE ORDER $53,034.06 CURRENT CONTRACT TOTAL $6,771.479.39 Note: Numbers in parenthesis ( ) are negative values. THE TERMS OF SETTLEMENT ABOVE ARE HEREBY AGREED TO: /s/ 06/28/10 APAC KANSAS, INC. DATE KANSAS CITY DIVISION /s/ Harlow Clements 6/30/10 APPROVED: SHAFER KLINE & WARREN DATE /s/ Travis Hoover 6-30-10 APPROVED: CITY OF RIVERSIDE DATE ROUTING: APAC KANSAS. INC., SHAFER, KLINE & WARREN, INC., CITY OF RIVERSIDE, MO, SEND THIS REQUEST VIA MAIL, DO NOT FAX. (PLEASE SEND A COPY WITH ALL SIGNATURES TO SHAFER, KLINE & WARREN, INC., 11250 CORPORATE AVENUE LENEXA, KS 66219 FOR RECORDS) CHANGE ORDER NO. 4 PROJECT NO. 700336-220 ARGOSY CASINO PARKWAY - NORTH To: APAC Kansas, Inc. Kansas City Division 7415 West 130th Street Overland Park, Kansas 66213 CHANGE ORDER CITY: RIVERSIDE, MISSOURI COUNTY: PLATTE, MISSOURI DESCRIPTION AND REASON FOR CHANGE: 1B - Additional item needed to monitor embankment settlement. 7A - Additional item needed to monitor embankment settlement. 55 - Due to the 15 foot shift in the roadway, increase strength required of Bent 2. 56A - Due to the 15 foot shift in the roadway, increase strength required of Bent 2 Cap. SHEET 1 OF 1 7/16/2010 ESTIMATE OF COST OF WORK AFFECTED BY THIS CHANGE ORDER LINE NO. | ITEM DESCRIPTION | CURRENT CONTRACT QUANTITY | REVISION | UNITS UNDERRUN (-) | UNITS OVERRUN (+) | CONTRACT OR AGREED UNIT PRICE | AMOUNT OF CHANGE 1B Monitoring of Settlement Plates 0 EA 12 EA - - 12 EA $250.000 EA $3,000.00 7A Embankment Settlement Plates 0 EA 6 EA - - 6 EA $970.680 EA $5,824.08 55 Reinforcing Steel (Bridges) 60280 LBS 63,604 LBS - - 3,324 LBS $0.820 LBS $2,725.68 56A Additional Post-Tensioning 0 LS 1 LS - - 1 LS $19,740.820 LS $19,740.82 TOTAL THIS PAGE $31.290.58 TOTAL THIS CHANGE ORDER $31.290.58 ORIGINAL CONTRACT AMOUNT $ 6,591,573.61 TOTAL OF PREVIOUS CHANGES $179,905.78 TOTAL THIS CHANGE ORDER $31.290.58 CURRENT CONTRACT TOTAL $6,802,769.97 Note: Numbers in parenthesis ( ) are negative values. THE TERMS OF SETTLEMENT ABOVE ARE HEREBY AGREED TO: /s/ 07/20/2010 APAC KANSAS, INC. DATE KANSAS CITY DIVISION /s/ Harlow Clements 7/20/2020 APPROVED: SHAFER KLINE & WARREN DATE /s/ Travis Hoover 7-20-10 APPROVED: CITY OF RIVERSIDE DATE ROUTING: APAC KANSAS. INC., SHAFER, KLINE & WARREN, INC., CITY OF RIVERSIDE, MO, SEND THIS REQUEST VIA MAIL, DO NOT FAX. (PLEASE SEND A COPY WITH ALL SIGNATURES TO SHAFER, KLINE & WARREN, INC., 11250 CORPORATE AVENUE LENEXA, KS 66219 FOR RECORDS) CHANGE ORDER NO. 5 PROJECT NO. 700336-220 ARGOSY CASINO PARKWAY - NORTH To: APAC Kansas, Inc. Kansas City Division 7415 West 130th Street Overland Park, Kansas 66213 CHANGE ORDER CITY: RIVERSIDE, MISSOURI COUNTY: PLATTE, MISSOURI DESCRIPTION AND REASON FOR CHANGE: 8A Due to 15 foot shift in roadway a small block wall was required to keep fill off the Magellan Pipeline. 19B Due to 15 foot shift in roadway a small block wall was required to keep fill off the Magellan Pipeline. 39B A 4" AT&T conduit was required acrss the West Parking Lot Entrance to accommodate a new AT&T line along the west side of Argosy Casino Parkway - North. 92 Due to 15 foot shift in roadway a small block wall was required to keep fill off the Magellan Pipeline. 93 Due to 15 foot shift in roadway a small block wall was required to keep fill off the Magellan Pipeline. 94 Due to the existing West Parking Lot being built on large 4" clean aggregate, a geofabric was required to keep the fill from settling away. 95 An agreement required by Missouri American Water. SHEET 1 OF 1 6/27/2010 ESTIMATE OF COST OF WORK AFFECTED BY THIS CHANGE ORDER LINE NO. | ITEM DESCRIPTION | CURRENT CONTRACT QUANTITY | REVISION | UNITS UNDERRUN (-) | UNITS OVERRUN (+) | CONTRACT OR AGREED UNIT PRICE | AMOUNT OF CHANGE 8A Shear Key Excavation 3432 CY 5969 CDY - - 2,537 CY $5.775 CY $14,651.18 19B Additional Type 5 Agg. for Shear Key 1708 CY 2261 CY - - 553 CY $45.250 CY $26,023.25 39B 4" AT&T Road Crossing Conduit 0 LF 70 LF - - 70 LF $14.070 LF $984.90 92 North Small Block Wall 0 LS 1 LS - - 1 LS $115,339.810 LS $115,339.81 93 Granular Backfill for Small Block Wall 0 Ton 3,500 Ton - - 3,500 Ton $15.960 Ton $455,860.00 94 Geo Fabric @ West Parking Lot 0 SY 2,000 SY - - 2,000 SY $4.480 SY $8,.960.00 95 Water Line Casing for Missouri American Water 0 LS 1 LS - - 1 LS $10,866.720 LS $10,866.72 TOTAL THIS PAGE $231,685.86 TOTAL THIS CHANGE ORDER $231,685.86 ORIGINAL CONTRACT AMOUNT $ 6,591,573.61 TOTAL OF PREVIOUS CHANGES $211,196.36 TOTAL THIS CHANGE ORDER $231,685.86 CURRENT CONTRACT TOTAL $7,034,455.83 Note: Numbers in parenthesis ( ) are negative values. Sheet 2 of 2 8/27/2010 THE TERMS OF SETTLEMENT ABOVE ARE HEREBY AGREED TO: /s/ 08/31/2010 APAC KANSAS, INC. DATE KANSAS CITY DIVISION /s/ Harlow Clements 8/31/2020 APPROVED: SHAFER KLINE & WARREN DATE /s/ Travis Hoover 9-1-10 APPROVED: CITY OF RIVERSIDE DATE LENEXA, KS 66219 FOR RECORDS) ROUTING: APAC KANSAS, INC., SHAFER, KLINE & WARREN, INC., CITY OF RIVERSIDE, MO, SEND THIS REQUEST VIA MAIL, DO NOT FAX. (PLEASE SEND A COPY WITH ALL SIGNATURES TO SHAFER, KLINE & WARREN, INC, 11260 CORPORATE AVENUE LENEXA, KS 66219 FOR RECORDS) - . v i y ........ • , ....... v.. .. • ... , ..., y Fence 8323 LF $ 1.56 $ 12,983.88 8323 LF $ 1.56 $ Protection 10 EA $ 115.00 $ 1,150.00 10 EA $ 115.00 $ cks 15 EA $ 115.00 $ 1,725.00 15 EA $ 115.00 $ Basins 8 EA $ 1,600.00 $ 12,800.00 8 EA $ 1,600.00 $ pe II Curb Inlet (5'x3') 6 EA $ 2,100.00 $ 16,200.00 6 EA $ 2.700.00 $ Section (18') 7 EA $ 700.00 $ 4,900.00 7 EA $ 700.00 $ d Concrete Pipe (18") 489 LF $ 34.00 $ 16,626.00 489 LF $ 34.00 $ .01 Asphalt Concrete Surface 2390 SY $ 55.00 $ land Cement Concrete Pavement 14450 SY $ 54.00 $ 780,300.00 14450 SY $ 54.00 $ i Stabilization Subgrade 16800 SY $ 7.40 $ 124,320.00 16800 SY $ 7.40 $ Aggregate 24.5 SY $ 15.00 $ 367.50 24.5 SY $ 15.00 $ Igregate (9'-0" Minimum Depth) 445 SY $ 125.00 $ 55,625.00 445 SY $ 125.00 $ to Sidewalk 4343 SY $ 26.50 $ 115,089.50 4343 SY $ 26.50 $ walk Insert 11 EA $ 315.00 $ 3,465.00 5 EA $ 315.00 $ 1 Curb and Gutter 8000 LF $ 14.05 $ 112,400.00 8134 LF $ 14.05 $ at (Concrete) 4 EA $ 2,000.00 $ 8,000.00 4 EA $ 2,000.00 $ 10 AC $ 1,050.00 $ 10,500.00 10 AC $ 1,050.00 $ ag for Culvert Outlets 45 CY $ 60.00 $ 2,700.00 45 CY $ 60.00 $ t2L-1 Sign 101 SF $ 18,00 $ 1,818.00 $ 1 Square Steel Tube Post, 2', 12 GA 130 LF $ 8.00 $ 1,040.00 130 LF $ 8.00 $ are Steel Tube Post Anchor Sleeve, 2.5', 12 GA 46 LF $ 12.00 $ 552.00 46 LF $ 12.00 $ 1 Square Steel Tube Post, 2.5', 12 GA 10 LF $ 20.00 $ 200.00 10 LF $ 20.00 $ are Steel Tube Post Anchor Sleeve, 3', 12 GA 4 LF $ 25.00 $ 100.00 4 LF $ 25.00 $ vement Marking, 6" White 323 LF $ 1.00 $ 323.00 423 LF $ 1.00 $ vement Marking, 24" White 695 LF $ 7.50 $ 5,212.50 614 LF $ 7.50 $ vement Marking, 4" Yellow 10440 LF $ 0.70 $ 7,308.00 11103 LF $ 0.70 $ vement Marking, 18' Yellow 286 LF $ 5.00 $ 1,430.00 328 LF $ 5.00 $ I Marking Symbol (Left Arrow) 1 EA $ 325.00 $ 325.00 3 EA $ 325.00 $ I Marking Symbol (Right Arrow) 1 EA $ 325.00 $ 325.00 $ I Marking Symbol (LefVThru Arrow) 2 EA $ 650.00 $ 1,300.00 2 EA $ 650.00 $ t Marking Symbol (Rght/Thru Arrow) 2 EA $ 650.00 $ 1,300.00 2 EA $ 650.00 $ 3" Rigid Conduit) 1977 LF $ 6.53 $ 12,909.81 1991 LF $ 6.53 $ and Masonry Protection System 1 LS $ 8.458.00 $ 8,458.00 1 LS $ 8,458.00 $ Graffiti Protection System 1 LS $ 6,349.00 $ 6,349.00 1 LS $ 6,349.00 $ 9110 SF $ 53.00 $ 482,830.00 9110 SF $ 53.00 $ :k Wall 1 LS $ 4,242.42 $ 4,242.42 1 LS $ 4,242.42 $ ate Slope Protection with Type 3 Geotextile 314 SY $ 25.00 $ 7,850.00 314 SY $ 25.00 $ Filler Concrete 3 CY $ 900.00 $ 2,700.00 3 CY $ 900.00 $ yShoring 1 LS $ 100,000.00 $ 100,000.00 1 LS $ 100,000.00 $ n Fence (10'-0") (Structures) 814 LF $ 225.00 $ 183,150.00 814 LF $ 225.00 $ Steel Piles (14 in.) I 4005 LF $ 50.00 $ 200,250.00 4005 LF $ 50.00 $ for Piling 528 LF $ 75.00 $ 39,600.00 528 LF $ 75.00 $ Concrete (Bent No. 2 Cap) 186 CY $ 425.00 $ 79,050.00 186 CY $ 425.00 $ oncrete (Substructure) 61 CY $ 450.00 $ 27,450.00 61 CY $ 450.00 $ Concrete (Bent No. 2 Column and Footing) 151 CY $ 270.00 $ 40,770.00 151 CY $ 270.00 $ teel 1976 SY $ 245.00 $ 484,120.00 1976 SY $ 245.00 $ trier Curb 841 LF $ 65.00 $ 54,665.00 841 LF $ 65.00 $ ig Steel (Bridges) 60280 LBS $ 0.82 $ 49,429.60 60280 LBS $ 0.82 $ firming 1 LS $ 50,000.00 $ 50,000.00 1 LS $ 50,000.00 $ i Structural Low Alloy Steel (Plate Girder) A709, Grade 50W 985346 LBS $ 1.00 $ 985,346.00 985346 LES $ 1.00 $ prene Bearing Pad 12 EA $ 1,025.00 $ 12,300.00 12k EA $ 1,025.00 $ rig 6 EA $ 5,500.00 $ 33,000.00 6 EA $ 5,500.00 $ w Kcavation 268 CY $ 55.00 $ 14,740.00 100 CY $ 55.00 $ proach Slab (Bridge) 1'71 SY $ 290.00 $ 49,590.00 171 SY $ 290.00 $ ystem on Structure 1 LS $ 4,900.00 $ 4,900.00 1 LS $ 4,900.00 $ y Coating - Concrete Bents and Piers (Weathering Steel) 1 LS $ 9,000.00 $ 9,000.00 1 LS $ 9,000.00 $ rain at End Bents 2 EA $ 1,200.00 $ 2,400.00 2 EA $ 1,200.00 $ Reinforcement 42 EA $ 130.00 $ 5,460.00 42, EA $ 130.00 $ d Metal Pipe Pile Spacers 10 EA $ 375.00 $ 3,750.00 10 EA $ 375.00 $ 'Ile Testing 42 EA $ 530.00 $ 22,260.00 42 EA $ 530.00 $ 199 LF $ 60.00 $ 11,940.00 199 LF $ 60.00 $ 1 Vibrations 1 LS $ 6,500.00 $ 6,500.00 1 LS $ 6,500.00 $ Kcavation 141 CY $ 58.00 $ 8,178.00 141 CY $ 58.00 $ Kcavation 114 CY $ 115.00 $ 13,110.00 114 CY $ 115.00 $ $ $ TOTAL BID: $ 6,591,573.61 BID + CO#6 $ 7 rrder #1 )rder #2 trder #3 irder #4 irder #5 ;01-005 ;ontract Amount Following CO#5 )rder #6 ised Contract Amount Following CO#6 $ 13,514,92 $ 113,356.80 $ 53,034.06 $ 31,290.58 $ 231,685.86 $ 442,882.22 $ 7,034,455.83 $ 443,556.39 $ 7,478,012.22