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COW 2013-11-12 Item 4E - Bid Rejection Resolution / Bid Award - Tukwila Transit Center/Andover Park West Street Improvements for $6,037,510
COUNCIL A G ENDA SYNOPSES Tnitialt Meeting Date Prepared b May" '.r review Council review 11/12/13 BG'i. •/ e 11/18/13 BG ,,, CAS NUMBER: ITEM INFORMATION STAFF SPONSOR: BOB GIBERSON ITEM No. 4E ORIGINAL AGENDA DATE: 11/12/13 AGENDA ITEM TITLE Tukwila Urban Center Transit Center, Andover Park W Street & Water Improvements Resolution to Reject Lowest Bidder and Award Bid to Road Construction Northwest CATEGORY ® Discussion Mtg Date 11/12/13 SPONSOR ❑ Council ❑ Mayor ❑ HR ❑ DCD n Finance ❑ Fire ❑ IT ❑ P&,-R ❑ Motion Mtg Date ® Resolution Mtg Date 11/18/13 n Ordinance Mtg Date ® Bid Award Mtg Date 11/18/13 ❑ Public Hearing Mtg Date ❑ Other Mtg Date SPONSOR'S SUMMARY Police ® PIV The Tukwila Urban Center Transit Center, Andover Park West Street & Water Improvement Projects were advertised for bid on September 17 and 24, 2013 and five bids were opened on October 8, 2013. The low bid from Gary Merlino Construction did not have the "Buy America Certificate" and a Resolution is needed to reject their bid. Council is being asked to award the bid to the second lowest bidder, Road Construction Northwest, Inc. in the amount of $6,037,510.00. REVIEWED BY ❑ COW Mtg. ❑ CA &P Carte Utilities Cmte ❑ Arts Comm. DATE: 10/ 29/13 ❑ F &S Cmte ® Transportation Crate ❑ Parks Comm. n Planning Comm. COMMITTEE CHAIR: KATE KRUELER RECOMMENDATIONS: SPONSOR /ADMIN. Public Works Comm. SEE Unanimous Approval; Forward to Committee of the Whole COST IMPACT / FUND SOURCE EXPENDITURE REQUIRED AMOUNT BUDGETED APPROPRIATION REQUIRED $6,037,510.00 $8,986,192.00 $0.00 Fund Source: 104 ARTERIAL STREETS & 402 WATER FUND (PAGES 16, 17, AND 65, PROPOSED 2014 CIP) Comments: MTG. DATE 11/12/13 RECORD OF COUNCIL ACTION MTG. DATE 11/12/13 ATTACHMENTS Informational Memorandum dated 10/25/13 Draft Resolution Rejecting Lowest Bidder, Gary Merlino Construction Bid Tabulation Pages 16, 17, and 65, Proposed 2014 CIP Minutes from the Transportation Committee meeting of 10/29/13 11/18/13 77 78 TO: City of Tukwila Jim Haggerton, Mayor INFORMATIONAL MEMORANDUM Mayor Haggerton Transportation Committee FROM: Bob Giberson, Public Works Director BY: Cyndy Knighton, Senior Program Manager DATE: October 25, 2013 SUBJECT: Tukwila Transit Center /Andover Pk W Widening & Water Main Replacement Projects Project Nos. 90610402, 9880404, 99840105 Bid Award ISSUES Resolution to reject the bid from Gary Merlino Construction Company, inc. as nonresponsive and award the construction contract to Road Construction Northwest, Inc. BACKGROUND A call for bids was advertised for the Transit Center /Andover Park W Project on September 17 and 24, 2013 and three addenda were issued addressing clarifications to the bid documents. Bids were due at 9:00 am on October 8, 2013 and were publicly opened at 10:00 am that same day. Five bids were received and opened and a sixth bid was turned away as it arrived after the 9:00 am dead line. The lowest bid came from Gary Merlino Construction, however the sealed bid did not include the Federal Transit Administration (FTA) required "Buy America Certificate." The second lowest bid was received from Road Construction Northwest, Inc. and did include the requisite FTA forms. DISCUSSION 1) Resolution to Reiect Lowest Bid: The Transit Center /Andover Park W /Andover Park W Water projects were combined into a single bid package as the three independent CIF projects had overlapping boundaries which made each somewhat dependent on the other two for coordination. Funding sources for each are tracked separately although, with the inclusion of federal grant monies, the entire larger project is subject to federal rules. One overarching rule associated with the Transit Center's FTA grant is the requirement to comply with "Buy America" for all steel, iron, and manufactured products. All bidders are required to include their signed "Buy America Certificate" in their sealed bids. Failure to do so was clearly identified in the bid documents as grounds for rejection as being nonresponsive. A statement to this fact was made during the pre -bid conference where representatives of the two low bidders were present. Based on these facts and to insure that the $1.4 million FTA grant is not put in jeopardy, staff as well as the City Attorney, recommend rejecting the bid from Gary Merlino Construction as nonresponsive. 2) Bid Award: All construction bids were reviewed and no mathematical errors were found on the Road Construction Northwest bid. Minor errors were found on the remaining 4 bids, although none affected the two low bidder placements. The Transportation Improvement Board (TIB), a funding partner, and King County (administrator of the FTA grant), have reviewed the bid tabulations and given Tukwila authorization to proceed with the bid award. Road Construction Northwest, Inc. is a large company with the resources required to construct the Transit Center project. The proposed bid award, along with remaining known and estimated expenditures, is within the combined project budgets. 79 INFORMATIONAL MEMO Page 2 Financial Impact: With the low bid comes a reduction in the Transportation Improvement Board's (TIB) grant as they do not award fixed grant amounts but a percentage of the construction expenses. The savings in the construction costs must be shared with TIB just as any overruns can also be shared. The initial grant award from TIB was $1.4 million and there is now an estimated reduction of $356,808 for a new grant amount of $1,063,192. At project close out, the final amount reimbursable by TIB will be adjusted to reflect the actual project costs. Budget Transit I APW 1 APW Water Center ; Roadway Main Total WSDOT . .................._._...-__..gi Grant ..... � ......................_ FTA Grant ona............o. -...I' '....._ _..........; ....,..._......_...1400,00 $4,178,000 .:.............. w......_-.._.... ._,__._._..__._............_._. �. ..._._�..____._..�....-- �._..., ____- ........._._...._.._.... 000 .... _. _._ .__._.........1,400,,000._. $4,178,000 0,000 TIB Grant $1,063,192 1 063 , 192 ' City Funds 56,536 899,464 _._..._._..... 956000 Enterprise Funds $1,389,000 $1,389,000 Available Funds $5,634,536 € $1,96Z656 $1,389,000 $8,986,192 Expenses Road Construction NW Bid $3,726,675 $1,424,049 $886,786 $6,037,510 .., Utility Relocation (.PSEAmtlEWr'gr Est) ......... ..............___....738, 400!....._.__._.. 50000 788,400._. Cascade Water Connection Fee _._._._......._......_,__._, _..___..___..._..10,000 a ...................._,.., ._.__w._..._..... _._.._._. ._.._...._.._._.__.._.......... 10,000 Granite Boulders Allowance 30,000 i 30,000 Construction Management Budg et.... ...__. .................._..._. - ....,.570, 460 275,000 __..,._._0.._._.. ._.............:022,460..._. Construction Contingency 15% 559,001 , 213,607 133,018 905,626 Allocated Funds $5,634,536 i $1,962,656 :I $1,196,804 $8,793,996 RECOMMENDATION 1) Council is being asked to approve the Resolution which rejects the Gary Merlin() Construction Company, Inc. bid and consider this item at the November 12, 2013 Committee of the Whole and subsequent November 18, 2013 Regular Meeting. 2) Council is being asked to award the construction contact in the amount of $6,037,509.75 to Road Construction Northwest, Inc. for the Transit Center /Andover Park E /Andover Park E Water Project and consider this item at the November 12, 2013 Committee of the Whole and subsequent November 18, 2013 Regular Meeting. Attachments: Draft Resolution Bid Tabulation CIP Pages 16, 17 and 65 80 W:\PW Eng4PROJECTS4A- RW & RS Projects\Transit Center (90610402)1DesignlINFO MEMO Bid Award sd.docx A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, REJECTING THE BID SUBMITTED BY GARY MERLINO CONSTRUCTION COMPANY, INC., OF SEATTLE, WASHINGTON, FOR THE TUKWILA URBAN CENTER TRANSIT CENTER, ANDOVER PARK WEST WIDENING, AND ANDOVER PARK WEST WATER MAIN REPLACEMENT PROJECTS. WHEREAS, sealed bids were solicited for the Tukwila Urban Center Transit Center, Andover Park West Widening, and Andover Park West Water Main Replacement projects; and WHEREAS, bids were opened and read aloud by the City Clerk on October 8, 2013; and WHEREAS, construction of the combined projects is partially funded through a grant from the Federal Transit Administration; and WHEREAS, a condition of the Federal Transit Administration grant required bidders to complete a "Buy America Certificate" and include it in their sealed bids; and WHEREAS, bids submitted without the required "Buy America Certificate" must be rejected as nonresponsive; and WHEREAS, the apparent low bidder at the time the sealed bids were read aloud was Gary Merlino Construction Company, Inc.; and WHEREAS, the Gary Merlino Construction Company, Inc., bid did not include the "Buy America Certificate "; NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, HEREBY RESOLVES AS FOLLOWS: W:IWord Processing\Resolut €onslReject Gary Merlino bd - Transit Center 10 -22 -13 CK :bjs Page 1 of 2 81 The Gary Merlino Construction Company, Inc., bid for the Tukwila Urban Center Transit Center, Andover Park West Widening, and Andover Park West Water Main Replacement projects is hereby rejected as nonresponsive due to failure to include the required "Buy America Certificate" in their sealed bid proposal. PASSED BY THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, at a Regular Meeting thereof this day of , 2013. ATTEST /AUTHENTICATED: Christy ()Flaherty, MMC, City Clerk Kathy Hougardy, Council President APPROVED AS TO FORM BY: Filed with the City Clerk: Passed by the City Council: Resolution Number: Shelley M. Kerslake, City Attorney W:\Word Processing\Resolutions\Reject Gary Merlin() bid - Transit Center 10 -22 -13 CK:bjs 82 Page 2 of 2 CITY OF TUKWILA - TUKWILA TRANSIT CENTER CERTIFIED DID TABULATION October 18, 2013=IIII==1...rl�,.,� DE= LEMEIKEINEEMIEMEIMMILIELIEELEI:ENNEEIMM :,a, Bid Schedule A - Tukwila Transit Center ROADWAY Subtotai S 861,965.45 $ 759,015.00 $ 860,045.90 $ 649,970,00 $ 1,117,270.00 $ 1,352,500.00 + - + $ 370,00100 $ 370,000.00 $ 280,000.00 $ 280,00000 $ 150,000.00 5 150,000.00 $ 500,000.00 $ 600,000.00 $ 710,000.00 $ 719000.00 CLEARING AND 0RU001N0 ELEE0 57,500.00 52,250.00 + +I 4.4 510,500,00 59,800,00 52,940.00 535,000.00 510,509.50 53,000.00 1900.00 520,000.00 56,000.00 0250.00 54.500.00 535060 .00 58.309.00 $320.00 $5,760.00 51.200.00 021.600.00 5100.00 $1,800.00 +� 53,150.00 �0 $5,000.00 $5.000.00 $2.500,00 52,500.00 5200,000.00 5 200, 000.00 550. 000.00 $50,000.00 587,000.00 587,000.00 570,000.00 570,000.00 © gam MEIN MOE =M EM 5100.00 5145.000.00 560,00 587,000.00 1+ 353,650.00 918.50 526.100.00 rr 546,400,00 345.G0 565.25060 GRAVEL BORROW INCL. HAUL IIIEMEME 510.00 5540.00 544.00 51,320.00 =wpm 51.650.00 53069 5900.00 'i +r 5510.00 545.00 51.35060 ++ ®IIIIIIIIIE?ZEI 912,500,00 562.00 $34,000.00 MEM= 515,500.00 $30.00 $115.000,00 520.50 510,000.00 530.05 515,000.00 arni 585.00 002,559.00 595.00 52,850.00 5184.00 54,920.00 5120.00 53600.00 39500 52,705.00 9100.00 93,00090 COMMERCIAL HMA • 5130.00 616,650.00 5110.40 515.950.04 ++ 917,935.00 9120.00 517,400.04 $100.00 514,500.05 $105.00 $15,225.00 COLD MIX ASPHALT CONCRETE PATCH + 530.00 $6,800.04 538.00 58,740.00 +� $5,750.00 54.00 532660 022.00 $5,050.00 545,00 510.350.00 MEI IEEE ®• MOE ++ 33100.0 $90,000.00 578.00 570 200.00 9120.00 5108,000.00 9120.00 5109,000.50 5160,00 5144,000.00 5144.00 $126,000.00 �® I +IIIIMEEI 5121.00 5117,975.00 5130.00 5128,750.00 5140.00 5136,500.00 5180.00 3175,500.00 5250.00 5243,750.00 s • $500.50 5500.00 5400.00 0100.00 5500.00 5500.00 5600.00 5600.00 5350.05 3350.00 5423.00 5425.00 $6,759.00 528.00 512,600.00 �„++ $13,950.00 533,759.00 520.00 $9,000.00 55060 522,500.00 IlEm81+ $12.300.00 515,040.05 1' ++ 069,700.00 520.00 516.400.00 536,900.00 MONUMENT, CASE, AND COVER ® 510,000.00 010,000.00 52,000.00 52,000.00 5900.00 5900.00 51,500.00 31,500.00 5450.00 5450.00 5450.00 5450.00 5500.00 5500.00 5300.00 9300.00 5500.05 550100 5705.00 570000 0300.00 5300.50 5350.00 5350.66 m ADJUST JUNCTION BOX �� ><d+ 5.000 0 $279.00 52,160.00 5500.00 54,020.00 5400.05 53,200.00 $300.40 $2,400.00 5350,00 52,800,00 $ 107,400.00 5 168,810.05 5 192,475.00 5 169,900.00 $ 214,700.00 5 526,475.00 WEIM © 5 50.00 $ 250.00 5 100.60 $ 500.00 ++ 5 100.00 $ 500.05 $ 100,00 5 500.00 ++ MIESIEMEM s ■ ��„'5++� 546.50 5460.00 5110.00 51,100.05 5100.00 31,000.00 544,00 5400.00 5100.00 52,500.05 NEM ® �® 540.50 552,800.00 570.00 392,400.00 570.00 392,400.00 570.00 592 400.00 585.00 585,800.00 IA 5240.00 5316,800.00 111181111® 545.00 59,000,00 596.00 519,200.00 �' '.. +• 317,000.00 580.00 516,000.00 565.00 517,000.00 5250.00 550,000.00 ++ 510,504.00 565.00 519,550.00 560.00 $18,000.00 $70.00 521,000.00 580.00 524,000.00 5205.00 561,500.00 + + 020.00 521,00100 523.00 524.150,00 $49.350,00 $20.00 521,000.00 + 573,500.00 305.00 566,250.00 ® ©� 51,500.00 513,509.00 51,400.00 512,600.00 51,500.00 513,500.00 52,000.00 518,000.00 51,500.00 513,500.00 03,000.00 527,000.00 $ 76,075.00 5 143,855.00 $ 203,765.05 - 1 $ 446,850.00 $ 134,725.00 rem mis MEM ©amai 5 25,00100 $ 2500000 9 75,000.00 $ 75,400.40 5114,050.00 5 110,000.00 5250,000.00 $ 250,000.00 5400,949.00 $ 400,00000 3 60,000.00 5 50,000.00 TRAFFIC SIGNAL MODIFICATION. BAKER BLVD © NEM 545,000.00 545.000.00 590,040,50 559,400.00 581,060.00 581,000.00 570,000.00 970,000.00 540,000.00 540,000.00 565,000.00 555,000.00 © 51,000.05 51,000.00 550900 5500.05 $4,400,00 54,440.00 35,00000 55,000.00 51,000.00 51,000.00 51,000.00 51,000.00 500 IIIIIIIIIIIIIIIEMI 5500.00 WEI 5800.09 52,00 51,000.00 es 61,000.00 51.00 5500.00 $805.00 NMI ® ® 450 JEW 55.00 52,259,00 =non 52,439.00 ININEsca 52,250.05 55.00 $2,250.00 �' ++++ 5900.00 52,475.00 r lEill 53,04 51950.00 54,555.00 54,550.05 © 54,550.00 56.00 53,900.00 54,075.00 11E2IIIIIIIIEEEMEMIECIIIIIIIISEEINIIIIEEW11111111111111E1 5585.00 5125.00 9525.00 9110.00 555000 5115.00 5575.00 $ 12,875,00 $ 18,225.50 11 5 32,750.00 $ 18,250.00 5 19,805.00 5 5.00 5 1,875.00, ++++ 9.00] �. + 5 2.00 5 750.00 $ 6.00 $ 2,250.00 5 0.00 +t WE= ® 010 ,000.00 510,000.00 516,000.00 516,000.00 57,000.00 97,000.00 530,000.00 530,000.00 515,500.00 515.000.00 516,005.00 516,005.00 ®REM0VE AND RESET BENCHES ® ++" 51,00900 51,100.00 51,105.00 5900.00 5900.00 $2,000.00 52,000.00 51.005,00 51,000.00 5425.00 5425.00 .total 86,60060 97,1 .09 9,932.09 T 56,830.00 82,625.00 IWO ©IIIRE $ 1,500.00 $ 1,500,00 5 100.00 $ 100,00 5 1,355.00 5 1,300.00 5 1,050.00 $ 1,000.00 5 190.00 $ 10060 $ 200.05 $ 200.00 REMOVING DRAINAGE STRUCTURE WM 51.040,00 58,050.00 5320.00 32.060.00 5500.00 54.000,00 5200.00 51 800.00 5200.00 51.600.00 5250.00 52,000.00 MEE 010,00 31,850.00 $9,00 $1,485.00 524,60 53.980.00 520.00 53,350.00 $6.00 $990.00 5825.00 1 700 © 523,00 516.100.00 528.00 516.200.00 329.00 920.300.00 355 -00 545,550.00 524.00 516,800.00 $19.00 513,300.00 30 + NIEM ® 545.00 32.00 55500 51,350.00 5500.00 5750.00 $36,00 58.50 31,000.00 52,000.00 565.00 32,00 53950.00 $500.00 . ++ $4.00 51,059,00 525.00 5750.00 $50.00 51,550.00 TESTING STORM SEWER PIPE DUCTILE RON STORM SEWER PIPE 81N. DIAM. 51,000.00 ® 51,250.00 55.00 51,250.00 $58.00 5970.00 5145.00 52,175.00 5300.00 54,50060 5780.00 5145 -00 52,100.05 535.00 58,755.00 313,750.00 518,750.00 5290.00 550,000.00 558.00 514,504,00 585.00 520000.00 • CATCH BASIN TYPE 1 �© 51,200.00 59,600.00 31,900.00 512,850.00 31,100.00 58,800.00 51,500.00 512,050.00 31,100,90 98,800.00 51.150.00 $8,800.00 45 CATCH BASIN TYPE 2481N. DIAM. 03,400.00 59,000,00 53,500.00 337,000.00 34,500.00 $9,000.00 $4,040.00 58,000.00 53,255.00 56,500.00 52,500.00 55,005.00 46 =EMI MOM 5800.00 51,600.00 5400.00 5800.00 5500.55 51,000,05 5600 -00 51,200.00 5420.00 5840.00 5600.00 51,200.00 47 -NEll 5840.05 5800.00 5500.00 5500,00 3605.05 580090 51,000,00 51,000.00 5420.00 5420.00 5600.00 5600.00 RAISE MANHOLE 32,504.00 52,500.00 33,000.00 53,000.00 $500.00 5500.50 3500.00 5800.00 31 000.00 93,000.00 5350.00 5350.00 53550,50 96,000.00 550100 52.600.00 5650.50 92.60060 550905 52.000.00 5300.00 51,200,05 51325.00 55,300.00 EROSION/WATER POLLUTION CONTROL SWPPP PREPARATION AND MAINTENANCE 520,000.00 ®- 1. +0.50 $20,000.00 51,500.00 928,000.00 35,405.00 526,000.00 55,000.00 518,000.00 51,550.09 318,000.00 51,50900 515,000.00 5515.00090 51.200.00 51,200.00 525,000,00 525.000,50 510,050.00 510000.00 5100.00 5100.00 5200.00 5200.00 Page 1 of 5 CITY OF TUKWILA - TUKWILA TRANSIT CENTER October 18, 2013 Engineer's Estimate Gary Merlino Construction Company Road Construction Northwest Westwater Construction Company Ceccanti Rodarta Construction, Inc. ttam No. j Item Description E Quantity Unit Unit Price Cost Unit Price 1 Cost Unit Prcn [ Cost Unit Price Cost it Price [ Cost UnIt Price [ Cast MATER Subtotal S 49,100.80 5 49,235.00 $ 51,180.00 $ 55,260.00 S 36,640.00 S 40,336,00 52 TRENCH SAFETY SYSTEMS 1 LS 5 500.00 $ 500.00 $ 500.00 $ 500.00 $ 2.000.00 $ 2,000.00 $ 5,000.00 $ 5,000.00 $ 800.00 $ 800.00 5 100.00 5 100.00 53 CONTROLLEC DENSITY FILL 15 CY $500.00 57.500.00 $125.00 $1.875.00 $190.00 $2,850.00 5140.00 02,100.00 $87.00 $1,305.00 $225.00 $3,375.00 54 CRUSHED SURFACING FOR TRENCH BACK FILL 330 TON $25.00 $8,250.00 $22.00 $7,260.00 $31.00 $10,230.00 $30.00 $9,900.00 $17.50 $5,775.00 $23.00 $7,590.00 55 YARD HYDRANT 16 EA 51,000.00 $10,000.00 $1,100.00 $11,040.00 $916.00 59,180.00 $750.00 $7,500.00 $ 500.90 55.500.00 59.000.50 $9.000.00 71 ILLUMINATION SYSTEM i LS 551,110.05 551,110.05 540,000.00 $40,000.00 540,200.00 540,200.00 545,05600 545,000.00 535,000.50 $35,000.00 545,000.00 545.000.00 72 - CCTV CAMERA SYSTEM 1 L5 5116.090.22 5116,090.22 550,500.00 550,000.00 551,000.00 551,000.00 $55,650,00 555,000.00 535,000.00 535,000.00 555.000.00 555.000.00 ARC i1ITECTURAL ITEMS _... Subtotal 91,312,001.67 5 4,641,500,60 51,655,900.00 51,087,700.00 91,590,200.00 $ 1,696,005.00 73 CONCRETE WALLS & FOUNDATIONS 1 LS 5 234,713.02 5 234,713.02 5557,000.00 $ 557,000.00 5480,000.00 0 480,000.00 9560.000.00 0 660,000.00 5406,000.00 5 400,000.00 5375.000.00 $ 375,500.40 74 SHELTER w /WINDSCREEN 10 EA 969,739.21 5697,302.14 592,200.00 5922,000.00 591,000.00 5910,000.00 5100,500.00 61,000,000.00 5100,000.00 51,000,000.00 $95.000.00 5950,000.00 75 TRANSIT CENTER MARKER 1 LS 5156,034.50 5156,034.50 5112,000.00 5112,000.00 556,000.00 556,000.00 515,000.00 515,000.00 $32,000.00 532,000.00 565.900.00 565,000.00 76 TRASH RECEPTACLE 15 EA 54,431.35 965,470.21 56,500.00 997,500.00 54,000.00 560,000.00 57.000.00 5105,00000 51,860.00 527,000.00 $9.000.00 5135.000.00 77 TECH PYLON FOUNDATIONS 1 LS 528,672.63 528,672.83 57,200.00 57,200.00 56,600.00 56,500.00 515,000.00 515,000.00 520,000.06 520,055.00 $9,000.00 $8,500.00 78 GALVANIZED STEEL CABLE FENCE 1 LS 645.132.55 545, 132.68 947,000,00 947,000.60 548,000.00 548,000.00 $55.000.00 955000.00 $20,000.60 520,00000 550,00 0.00 $50,000.00 79 RUSTIC TERAZZO FLOORING 1 LS 916,006.24 516,008.24 512,000.00 512,006.00 514,000.00 514,000.00 $5,500.00 56,500.00 512,000.00 512,000.00 511,000.00 511,000.00 80 BICYCLE RACK 5 EA 5553.92 94,431,35 51100,0 59.000.00 5806.00 56,40000 5900.00 97,200.00 5000.00 97,200.00 51,500,00 912,050.00 51 010E SEAT0NG 60 EA 51,052,44 563,146.70 51,350.00 578,000.00 $1, 300.00 578,000.00 5400.00 524,500.06 51,200.00 572,000.00 51,500.00 590,000.00 LANDSCAPE ITEMS Subtotal 5 277,315.50 5 119,556.00 $ 146,446.00 $ 147,234.80 $ 123,575.05 5 125,344.60 62 TOP SOIL TYPEA 545 CY $ 66.47 $ 36.226.26 5 36.00 $ 19,620 -00 5 35.00 $ 15,075.00 $ 40.00 $ 21.800.00 5 40.00 $ 21,000.00 5 36.00 5 19620.00 55,500.00 5300.00 83 STHUCTURALSOIL 55 CY 5127.40 $7.007.07 5132.00 57.260,00 567.00 53,655.00 530.00 51,650.00 550.05 94,400.00 5100.00 5300.00 84a PSIPE Ace r treemanii 'JE108r5red', 2 1/2' 401., 12 -14'01 1 EA 5810.00 5897.35 5290.00 5290.00 5277.05 5277.06 5350.00 5350.00 530600 5300.00 846 PSIPE G.editsfa Mace. Ids var.oicnns'$hadereader, 21/2' cal., 12 -14'9 5 EA 5810.00 $4,486.76 $270.00 $1,350.00 526200 51,310.00 5350.00 51,750.00 $300.00 51,500.00 5275.00 $1,375.00 84c PSIPE Ginkgo 0 a 'Autumn Gold', 2" cal., 12 -14'01 14 EA 5825.00 512.79552 5300.60 54,200.00 9293.00 54,152.00 5400.00 55,600.00 5350.00 94,500.00 _ 5325.00 54,550.00 840 PSIPE Chamaecyparis nootkatenSis "Gr5Bn ArrosY, 7- 8' ht. 9 FA 5275.00 52,741.95 $130.00 51.170.00 5129.00 51 161,00 $200.00 51,800.00 5150.00 5 #.350.00 5140.00 51,260.00 84e PSIPE Serberis thunbergii'Helmend6', 30" ht, 5 gal. 65 EA 580.00 56,336.83 $28.00 51,820.00 928.00 51. 820.00 $30.00 51,950.00 525.00 $1,625.00 $30 -05 51,950.00 BM PSIPE 8erbeds ihunber56 'Moncmb', 48° ht. 5 gal, 126 EA 573.00 5100189.08 525.00 53,150.00 $25.00 53,150.00 $30.00 03.780.00 525.0 53,150.00 $25.00 53,150.00 84g PSIPE Cs deodara 'Feelin Blue', 24' spread, 5 gal. 18 EA 577.00 51,535.46 585.00 51,530.00 584.00 01,512.00 $30.00 5540.00 525.00 5450.05 590.00 51,620.00 84h PSIPE C151e5 cnrbaricnsis, 18" ht, 5 gal. 2 EA 573.00 5161.74 $20.05 540.00 522.00 944.00 930.00 560.00 525.00 550.00 522.00 544.00 841 PSIPE Cslus saivitoeus 'Prostrates', 24' spread, 5 gal. 22 EA 573.00 51,779.19 530.00' $660.00 935.00 5660.00 525.00 5550.00 $22.00 5484.00 532.00 5704.00 84j PSIPE Na dine domes0ca 'Gulf Stream'. 18' ht, 5 gal. 05155 Nandine domeslrca 'Moyers Red', 24" ht. 5gal. 16 34 EA EA 973.00 577.00 51,293.95 $2,900.32 520.50 $320.00 526.00 5884.00 520.00 5320.00 $27.00 5918.00 53500 530.00 5480.00 51,020.00 520.00 525.00 5400.00 5850.00 520.00 528.00 $320 -00 $952.00 84k 841 PSIPE Pines mugo 'PUmilo', 18' ht, 5 gal. 6 E4 573.00 5485.23 523.00 5135.00 524.00 5144.00 $25.00 5150.00 520.00 $120.00 525.00 9150.00 84m PSIPE Aliium sp., bulbs 112 FA 55.00 5620.39 515.00 51,580.00- $15.00 91,580.00 5460 $448_00 53.00 9336.00 915.00 51,600.00 84n PSIPE Carex 1488644, jai. 138 EA 523.00 53,516.27 57.00 5966.00 56.00 51,104.00 510.00 51,380.00 59.00 $1,242.00 58.00 51,104.00 044 PSIPE Euonymus fodunei 'Colcratus', 1 gal. 3494 EA 520.00 977,415.64 97.00 524,458.00 58.00 527052.00 910.00 $34940.00 57.00 524,458.00 58.00 027,952.00 845 05199 Miscenlhus sineosis `homing L1551', 2 9a1. 17 EA 546.00 5866.33 517.50 5289.00 517.00. 5289.00 920.00 5340.00 517.00 5289.00 518.00 5306.00 641 55155 Muehlenbeekie exit €a4e0, 4" pot 264 EA $11.00 53,217.16 54.00 51,056.00 05.00 51,320.00 $5.00 51.320.00 54.00 51,056.00 54.50 51,188.00 84r P5155 Arciostaphylos uva -test, 1 gal. PSIPE Penniselum alopecuroides 'Hameln, 2 gal. WOOD C14€P MULCH 400 207 42 FA EA CY 520.00 546.00 549.85 98,862.69 910,540.62 52,093.81 97.00 $14.00 537.00 52,800.00 52,898.00 51,554.00 58.00 93,200.00 514.00 52,868.00 556.00 $2,352.00 58.00 520.00 $75.00 53,290,00 54. 140.00 03.150.00 57.00 515.60 560.00 52,800.00 53,105.00 52,520.00 98.00 53,200.00 514.00 $2,89600 53600 $1,612.55 84s 85 66 SOD INSTALLATION 117 SY 54.21 5492.54 $5.00 5585.05 511.00 51,287.00 920.00 52.340.00 510.00 51,170.00 55.50 5643.50 87 ROOT BARRIER. 12 -AN0 18" DEPTH 192 IF 58.08 51,701.64 55.00 5960.00 512.00 92,304.00 58.00 51.53600 57.00 $1,344.00 mm 55.50 51,056.00 51,000.00 86 PEA GRAVEL WELLS 20 EA $332.35 56,647.62 555.00 51,100.00 $175.00 53,500.00 9200.00 54.00600 5100.00 $2,000.00 590.00 89 AUTOMATIC IRRIGATION SYSTEM 1 LS 553,615.30 553,615.30 533,000.00 533,000.00 523,000.00 923,000.00 945,000.00 046,000.00 $35,000.00 035,000.00 9220000.001 520.00' 523,000.00 90 PERVIOUS PEDESTRIAN PAVERS 108 SF 522.16 52692.93 516.00 $1,728.00 922.00 $2,376.00 920.00 52,160.00 $35.00 53,780.05 82,160,00 91 57014E FEATURES, LANDSCAPE GRANITE BLOCKS 6 FA 52,858.81 515,952.66 5600.00 53,600.00 56,500.00 536,000.00 91,000.00 56,050.00 5450.00 52,700.00 91,600.00 50,600.00 92 GEOTEXTILE FOR UNDERGROUND DRAINAGE 206 SY 52.66 5537.76 52.00 5400.00 95.00 51,000.00 54.00. 5600.00 $2.00 $40630 93.75 5750.00 Page 2 of 5 CITY OF TUKWILA- TUKWILA TRANSrT CENTER CERTIFIED BID TABULATION S]ctol3Er 18, 2013 Engineer's Estimate Gary tAeriIno Constntciinn Company Road Construction Northwest Westwater Construction Company Ceocanil Rodarte Gonstrucuon, inc. item No. he Description ] Quantity Unit Unit Price Coat Unit Price Cost Unit t=rice Cos i Unit Price I Cost Unit Price Cost Untt Price Cost OTHER ITEMS Subtotal $ 96,824.00 $ 102,600.04 $ 106,30090 $ 101,400.00 $ 93,300.00 $ 103,8110.00 93 REMOVAL OF HAZARODUS MATERIALS • PCB 1 LS $ 10.000.40 $ 10,412,00 $ 10.000.00 $ 10,000.00 $ 10900.00 $ 10900.00 $ 10,000.00 $ 10,060.00 $ 10.000.00 $ 10.000.00 5 10,000.00 5 10,000,00 94 LONGTERM TEMPORARY BUS STOP 1 LS 510,000.00 $40,412.00 $14,000.00 510,000.0D $10,000,00 $10,000.00 510600.00 516.00 -00 510,004.09 $10. 000.00 $10,000.00 510,000.00 95 SHARED DRIVEWAY ACCESS 1 EST $15,040.00 515,000,00 $15.000.00 $15,050.00 515,000.04 515,000.00 $15,000.00 315.0110.00 515,000.00 515,000.00 515,000.00 515,000,00 95 PROPERTY RESTORATION - AS DIRECTED 1 EST $10,000.60 $10,000.00 $10,000.00 510,000.00 $10,000.00 $10,000,00 $10,600.00 $10,000.00 $10,000.00 $10900.00 510,400.40 510900.00 97 MINOR CHANGE- AS DIRECTED 1 EST 010,000.00 010,000.00 $10,000.00 010000.00 010000.00 $10,000.00 $10,000.00 $10,000.00 51090300 510900.00 010,000,00 510900.00 98 EXPLORATIVE EXCAVATION -A5 DIRECTED 1 EST 05.00000 $5,000.00 55,000.00 55900.00 55,000.00 55,000.00 $5,000.00 55000,00 55,000.00 06000.00 55,000.00 55,000.00 99 POTHOLING - AS DIRECTED 1 EST $10,000.00 510,000.00 $10,000.00 010.000.40 010,000.00 $1000000 510,000.00 $10,000.00 $10,000.00 010000.00 510,000,00 010,000.00 100 RESOLUTION OF UTILITY CONFLICTS - AS 00REC1E0 1 EST $10,000.00 810,000.00 $10,400.00 $10 000.00 $10.000.00 510,000.00 010,000.00 $10,000.00 510,000.00 $10,000.00 010,00000 510,000.00 101 00SUI TABLE 006R 1tCAVAT10N &DISPOSAL 0iFSftE- ASDIRECTED 300 CY 018.00 $5,400.00 $36.00 $10,800.0 $33.00 09,900.00 038.00 011,400.00 $17.00 $5.100.00 $24.00 57,200.00 102 0RAVES. BORROW - AS DIRECTED 200 TO $18.00 $3,500.00 $25,00 05000.00 $30.00 56,000.00 025.00 $5,000.00 $17.00 53,400.00 $28.00 55,600.00 103 QUA RRY SPA i,LS -AS DIRECTED 200 ON 525.00 $7,000.00 534.00 56,800.00 $52.00 010,400.0 525.00 55,000.00 $24.00 54,800.00 555.00 $41,000,00 Total Bid Schedule A 0 3,324,533.86 0 3,702,321.00 0 3,726,675.00 5 4,015,379.00 0 4,032,739.00 I`2 0 4,466,559.50 Hid Schedules Andover Park W Roadway: , ":" , ROADWAY - :: . .:. . . ..::.. .. .. .. . _ : , - ":;- , - : .i Subtotal ': E - -, $ `542,32680 :..- . "'5 -. 548,74490 . .'.1"-'. 5, 633,555:00:. :. $ - 531,60500 0 - '' $ - 590,52040. :.$ 658,645.00 -.- 1 MOBILIZATION 1 LS 5 181.671.80 $ 181,571.80 5120,000.00 $ 120,005.00 5 200,00096 $ 200,000.00 $ 50.000.00 5 50,000.00 5 236,000.00 0 236,000.00 $ 100,000.00 0 164,000.0 ...3-r =:° CLEARING AND GRU8E0NG 0.2 AC 57500.00 51,500.00 530,000.00 56,03005 59,800.00 51,960.00 510,000.00 52,05000 tc 53,000.00 5600 .00 525,000.00 05.000.00 %:.3-: -`. REMOVING TREE 18 EA $250.00 84,500.00 $350.00 56,300.00 5320.00 55,760.00 51,200.00 521,600.0 5100.00 $1,800.00 5175.00 03,150.00 - .:- 4. -.:- ROADWAY EXCAVATION INCL. HAUL 1380 CY 5100.00 $135.000.00 553.00 585,580.00 537.00 550,320.00 518.00 024,486.00 532.00 543,520.00 545.00 561,200,00 ..',5"1; -- GRAVEL BORROW INCL. HAUL 30 TON $18.00 0540.00 544.00 51,320.00 535.00 01,050.00 530.00 $90500 317.00 5510.00 54560 51.350.00 CRUSHED SURFACING TOP COURSE 390 TON 525.00 59,750.00 559.00 $23,010.00 531.00 512.090.00 530.00 $11,700.05 520.00 57,000.00 528.00 510,920.00 - -:: 9 -- :: PLANING BITUMINOUS PAVEMENT 5800 SY 55.00 $48,000.00 $3.00 528,800.00 56.50 552,400.00 5800 557,500.00 54.00 $30,400.00 55.25 560,000.00 .;.8_: �. HMA CL. 1/2 IN. PG 64 -22 2300 TOE 1 565.00 5110,505.05 595.00 5123,500.00 592.00 5119,500 .00 5100.00 9130,000.00 090.00 5117,000.00 565.00 5123,50490 -:, -:9 0 .: COMMERCIAL HMA 680 TON 513900 588,400.00 $110.00 574,800.05 5123.00 083940.00 5100.00 068,000.00 3100.05 368,000.05 5110.00 574,50000 .:40 COLD MIX ASPHALT CONCRETEPATCH 200 SY 535.00 56,000.00 540.00 98,000.00 525.00 55,000.00 54.00 3800.00 022.00 54,400.50 545.05 59,050.00 41 CEMENT CON(. PAVEMENT 50 SY 590,00 54,500.00 9160.00 $9,000.00 5120.00 36,000,06 5720.00 56,000.00 5160.00 08,000.50 5215.00 515,750.00 _s. 12: -. ADJUST MANHOLE 1 EA $5550.00 $500,00 0400,00 5400.00 5500.00 5500.00 51,005.0 31,000.00 5350.00 5355.00 5450.05 3450.00 . -:;13 "L "'' CEMENT CONC. TRAFFIC CURB AND GUTTER 1470 LF $15.00 $22,050.00 515.00 522,050 .00 $31 .00 045,570.00 $50.00 S73,500.00 520.00 925,400.00 $50.00 573,500.00 - :;14:x - CEMENT CONC. TRAFF #C CURB 1545 LF 515.00 523,175.00 523.00 535.535.00 522 .00 533,993.00 550.00 377,250.00 520.00 530,90090 545.00 569525.00 :- 15: =: 0311,0-71,0E0 SLOPED MOUNTABLE CURB 87 LF 520.00 Si 740.00 527.00 52,349,00 525.00 52,175.50 525.00 52,175.00 520.00 01,740.00 535.00 53,645.00 : -' 16: - ADJUST VALVE BOX 6 EA 5550.00 53,000.00 5300.00 51,80000 5500.50 03950.00 5700.00 04,200.00 0300.00 51,800.00 5350.00 $2,100.50 17 ": :..: ADJUST JUNCTION BOX 1 EA 5500 .00 5500.00 5160.00 5150.00 0500.00 5500.00 5460.00 5400.0 5300.05 5300.00 5350.60 5350.05 SIDEWALK. . : : . . . :;. ..: .. . . - . -.: - - : ..: .._..Subtotal - - :...::. - - -- $- .':'45,950.00. -_ :'.• -_ - --5- 55,965.00- ,',::- -- 5'- '157,005.00:.'- -:. -. ':- 5..117,505.05 - -.. -.. - $ ::- 61,355,50 _ -..- 5 - 196,505.0 - -. '- 18 -' - -' CEMENT CONC, DRIVE WAY ENTRANCE 215 SY $ 50.53 $ 10,750.40 $ 96.00 $ 20,64090 $ 80,00 $ 17,200.00 5 100.00 5 21,500.0 0 9 500.00 $ 21,500.00 5 160 00 5 38 "700.00 - .19 -.: CEMENT CONC. SIDEWALK 920 SY 535.00 332,200.00 536.00 533,12000 545.00 536,80000 5104.00 592,004.00 540.00 536,800.00 5165.00 $551,800.00 0;:' CEMENT CONC. CURB RAMP 2 EA 51,500 .00 $3,000.00 51,100.00 52,200.00 51„500.00 53,000.00 52,000.00 $4,000.00 51,500.00 53,000.00 $3,050,50 56.080.0 TRAFFIC CONTROL DEVICES - - .., -....: .. -- : (. '.. Subtotal -.. :: ;: -: .- -- $ =- 68,845.00' : >- - ... -::, - 5-. - 47,300.00 -' ::. -', :. !.... •':5..149,177.00' : -:- _- -. 1 -: :$ - 017,685.50 - _. , $..:283,360.00 :_: - .... ' -. $ -.. -- 08,451.25 "121,1' PROJECT TEMPORARY TRAFFIC CONTROL 1 15 532,500.00 $ 32,500.00 $ 10,060.00 5 10.000.00 5 55.050.00 $ 80,000.00 $ 75,000.00 $ 75,000.00 5200.000.00 $ 200,000.00 $ 45,000.00 5 375.00 $ 45,000.00 $ 3,750.00 ,- 22-1' RAISED PAVEMENT MARKER TYPE 1 10 HUN 5500.00 5 5,000.00 5 370.00 5 3700.00 5 360.00 5 3,600.00 5 400.00 $ 4,000.00 5 350.00 5 3,500.00 .3 23'.1 RAISED PAVEMENT MARKER TYPE 2 3 HUN 5500.00 $ 1,500.00 $ 480,00 $ 1,440 .00 5 493.00 $ 1,389,00 5 500.00 $ 1,500.00 $ 450.00 5 1,350.00 $ 500.00 5 1,500.00 ... 24 -.'- TRAFFIC SIGNAL MODIFICATION -STRANOERBLVD. 1 LS 515,000.00 $ 15,00000 $ 16000.00 $ 18,000.00 5 44,000.00 $ 44,00600 $ 22,000,00 5 22,000,00 5 15,000,00 $ 15.000.00 $ 20,000.00 5 20,000.00 725 -.: PERMANENT SIG1'I€NG 1 LS 52,500.00 5 2,50000 $ 2,500.00 $ 2,500.00 5 2,800.00 $ 2,600.00 5 5,000,00 5 5,000.00 $ 55,000.00 $ 55,000,00 5 3,000.00 8 3,000.00 . 26 -.:, REMOVAL OP PAVEMENT MARKINGS 1 05 51,000.00 5 1.000.00 $ 2,000.00 $ 2,000.00 $ 2,200.00 $ 2,200,00 5 200.00 $ 2,000.00 5 2.00 5 2,000.00 $ 200.00 5 900.00 $ 1.00 $ 600.00 $ 100.00 5 5,000.00 5 1.75 $ 5 "000.00 $ 175.00 .. ' 27'r" - PANT LINE 100 LF 51,60 5 100.50 $ 1.50 5 160.00 $ 2.00 : -28 : PLASTIC LINE 1785 - 19 53.00 $ 5.355.00 0 2.00 $ 3,570.00 $ 2.00 $ 3,57600 5 2.00 5 3.570 -00 $ 2.00 5 3,570.00 5 2.25 $ 4,016.25 29 -- PLASTIC CROSSWALK LINE 230 SF $3.00 5 6$0.00 5 7.00 $ 1,610,00 $ 7.00 5 1,610.05 $ 796 5 1.610,06 5 6.00 5 1,380.00 5 7.00 $ 1,610.00 30.-- PLASTIC. TRAFFIC ARROW 16 EA 575.00 5 1.200,00 $ 120.00 5 1,920.00 $ 113.00 $ 1,809.00 $ 125 .00 $ 2,500.00 $ 110.00 $ 1,760.00 $ 125.00 $ 2,000.00 31 TEMPORARY PAVEMENT MARKING 5000 LE $0.50 $ 4,000.00 $ 0.30 $ 2,400.00 $ 0.25 $ 2,000.00 $ 030 5 800.00 5 0.14 I 0 800.00 5 0.30 5 2,400.00 STORM DRAINAGE - Subtotal - 5 - 62,000.00 - $ 35,476,50 - $ 36,150.00 5 56,450.05 - $ 19,634.04 - - 5 . 24,300.00 - .'. -32':. SPCC PLAN 1 LS $ 1,500.00 $ 1,500.00 $ 100.00 5 150,05 $ 700.00 S 700.00 $ 1,000.00 $ 1,000.00 $ 100.00 $ 100.00 $ 500.50 5 500.00 "33 -': REMOVING DRAINAGE STRUCTURE 2 EA 01,00090 52,000.00 5660.00 31,320.00 $500.00 51,00000 5200.00 5400.00 5200.00 $400.00 5250.00 $500.00 "' - ' -34.- : GRAVEL BACKFILI FOR DRAIN 10 CY 045.00 5450.00 551,00 5510.00 855.001 5550.00 $170.001 51,750.50 $35.90 5250,00 5350.00 $2,500.00 525 .00 058.00 5250.00 5580.00 550.00 5190.00 0500.00 31.900.00 35 ' SCHEDULE A STORM SEWER PIPE 12 IN. DIAM. 10 LE 5100.00 51,000.00 560.90 5600.00 -" 36 CATCH BASIN TYPE 2 48 IN. 0(1,14. 2 EA 53,000.00 56.000.00 59800.00 57,600.00 51,055.00f 32,000.00 5900.001 51.500.00 5500.05' 55,000.0 34,000.00 5500.00 5700.05 58,05000 51,000.00 51,400.00 53.250.00 5550.00 5550.001 5420.001 5420.00 56,500.00 51,100.00 51,100.00 5420.00 55,880.00 52,800.00 8600.00 5600.05 5600.00 5600.00 55,600.00 51,200,00 91,250.00 5600.00 58.400.00 37' -: THRU -CURB 991E7 FRAME AND GRATE TYPE 263 2 EA $800.00 51,600 .00 5550.00 51,100.00 38 COMBINATION INLET FRAME AND GRATE 2 EA 5800.00 51,500.00 5700.00 51,400.00 39 . FRAME ANO VANED GRATE 1 EA _ 5800.00 5800.00 344095 5440.00 $50000; 5500.00 5855.001 58,400.00 5605.05 51,005.03 0 &00.00 514,000.00 45 FRAME AND COVER 14 EA 5800.00 511,250.00 5500.00 57,000.00 41 ARISE MANHOLE 2 EA $2,500.00 55,000.00 02,200.00 54,400.00 5500.051 51.000.00 516,000.00; 516000.00 51,500.001 51,500.50 5800.00 $15,000.00 510,000.00 51,505.00 515,000.00 510,000.00 51,000.00 32,000.00 51.200.00, 31,200.00 5100.00 5100.00 5350.50 53,00090 5200.00 5700.00 53.000.00 $200.00 - 42 E500IONiWA1'ER POLLUTION CONTROL 1 LS 530,000.05 530,050.00 59,000.00 50,000.00 43 - SWPPP PREPARATION AND MAINTEI4AN31E 1 LS 51,500.50] 51,500.00 52,000.00 52,000.00 Page 3 of 5 CITY OF TUKWILA - TUKWILA TRANSIT CENTER CERTIFIED BID TABULATION October 96,2013 Engineer'sEstimata Gary MerliaoCanstruction Company Road Construction Northwest LNeShvaterConstruclipn Company COCCand ROdarte Construction, Inc. Item t3o. #tern Description JQua lityLUnit UnIt Price Cost Unit Price I Cost Unit Price { Cost Unit Price Cost Unit Price ] Cost Unit Price Cost WATER.-, ,..;:; .. _ .; -.. .,_ -_ : .'Subtotal _ -..: °. ., E - - :.: -.... 5:..;7,970.00 . ' ^ ': - ..$..'.14;200,00 - :: $ ..:'- 9,800.00 t . -., ., $ 6,200.0 _ -, $ 12,850:00 ,44 : -;. TRENCH SAFETY SYSTEMS 1 LS S 2,500.00 5 2,550.00 $ 500.00 1 $ 506.00 $ 2.00000 ` $ 2,000.00 $ 1,000.00 $ 1000.00 $ 800.00 ] $ 800.00 $ 106,00 $ 100.00 !I45 -- CONTROLLED DENSITYFILL 50 CY $160.90 $5.900.00 5123.00 $6.150.00 $190.00 $9.500.00 $140.00 $7.00O.OD $67.00 $4,350.00 $225.00 $11,250.00 46,' :! CRUSHED SURFACING FOR TRENCH $ACKFILL 60 TON $25.00 $1,500.00 $22.00 $1.320.00 $45.00 $2,760.00 $30.00 $1,800.60 517.50 $1.050 -00 $25.00 51,500.00 ILLUMINATION SYSTEH -. <..:- .= .'. .. - .- '_.....-. - r. ': - . :. SUi+total S .339;773.62 ° °- -, - $ '211.825:00'. - -.:- -_ :..$ .210,85000 • ... - .5:'1:282,600.00 -::t .'$,.240,900.00 % "' -.. $ *228012.50- ......47... r STREET L €GHT POLE, SINGLE ARM WITH LED HEAD 6 EA $ 4,876.20 $ 29,257.20 S 6,000.00 $ 35,000.00 $ 6.40000 $ 38,400.00 $ 7,000.00 $ 42000.00 $ 7,000.00 $ 42,000.00 $ 7,000.00 $ 42,000.00 -t " ='48 -... STREET LIGHT POLE. DOUBLE AR A9 WITH 1.00 HEADS 7 EA $6,010.20 $42,071.40 $7,000.00 $40,000.06 $6,900.00 $48,300.00 $7.000.00 $49,000.00 $8,00000 $50,00D.00 $7,500.00 $52,500.00 .49 := CONDUIT I21 250 LF $4.54 $1,134.00 $3.50 $87560 $4.00 $1.00000 0400 $1000.00 $6.00 $1,506.00 $425 $1.062.56 -- .-- 50 " -"?. CONDUIT(2 ") 3300 LF 05,10 $16,839.90 04.00 513.20000 $5.00 518,506.00 56.00 $19,806.06 $8.00 526,400.00 $5.00 $16.500.00 '51 :,,. STREET LIGHTING WSDOT HANDHOLE -TYPE 2 WILDCIONG LID 40 EA $2.721.60 $10804.00 5500.00 $24,000.00 $657.00 $26,280.00 $700,00 $28,000.00 $600.00 $24,000.00 $745.00 529.800.00 - 52; ,a ST 000T UGH 146 -6 THANDHILE -TYPE BW /LOCKING LID 2 EA $3,175.20 $6,350.40 $1,40000 52.800.00 $1,400.00 02,80000 51,500.00 $3,00000 51,000.00 $2,000.00 $1,500.00 $3,000.00 c.153 1,. 0M51 !CATION CONDUIT(3`1 3866 LF $6.24 $23,700.60 $5.00 $22,800.00 $5.D0 $19,000.00 $5- $19,00000 $900 $30,400 -00 $5.25 519.950.00 , -54. -1. !REMOVE EXISTING STREET LIGHT POLES AND HEADS 10 EA 5880.40 56.804.00 0600.00 $0,000.00 $342.00 $3,42000 5400 -00 $4,000.00 0100.00 $1.000 -00 $375.00 03.75000 ::55 -.: -t REMOVE EXISTING HAND HOLES 10 EA $356,90 03,969.00 575.00 5750.00 585.00 5850.00 $106.00 51,000.00 51 00.00 01.000.00 595.00 5950.00 :.1."66';.". UTILITY TRENCH 2600 LF 017,51 $45.523.30 514.00 536,400.00 013.00 533,000.40 035.00 $91,050.00 016.00 $41,800.00 514.00 $36,400.00 .L 57- :[: ILLUMINATION SYSTEM t EA 555,259.82 555,259.82 520,000.00 520,000.00 520,500.00 $20,500.00 $25000.00 525,006.00 015,000.00 $15.000.00 523,000.00 023,000.00 LANDSCAPE'ITEMS .... .: .: - .... - _.. ..' -. -.. ":- Snhtotal ..:. ... -. -' ;.: -' $ ='520,017.25 ,'.._ .. - - -$_ 270,744.00 -: -` ':':. -'_- - 5.- 261,117.00- •. .. ,`$; "240575.06. $ - 'r284,S17.00 $: 257,354.00 ", °-:'05`.- :, TOPSOIL TYPE A 935 GY 5- 68.04 6 63617.40 3 3500 $ 33,650.00 5 35.00 5 32,725.00 0 40.00 $ 37,400.06 5 40.00 5 37,400.00 0 35.00 0 32,725.00 E59, 4 STRUCTURAL SOIL 685 GY 5130.41 589,330.85 5110.00 081,515.00 507.00 $45,895.00 030.00 520,550.00 080.00 054,800.00 550.00 054,800.00 60s: is P5€P er ree a il 'Jeffers nd', 2112- ca €., 12 -14' ht 9 EA 5810.55 $8,285 -86 $280.00 $2.520.00 0278.00 $2,502.00 , 5350.00 02,150.00 5300.00 $2,700.00 5300 .00 52700.00 - . =:60b.. ":_ PSIPE Cladrasiis kentukea', 2 112" cal.. 10 -12' hl 5 5810.00 $4,592.70 $300.00 01,500.00 $288-00 01,440.00 5400.00 02,000.00 $350.00 61,750.00 5300.00 $1,500.00 ':'+50c: ?' PSIPE Fraxinus pennsylvanica 'Marsha €I, 2 112' cat., 12 -14' IS 17 5815.00 515,615.15 $250.00 $4,250.00 $247.00 54,159.00 $350.06 55,950 -00 $300.00 $5,100.00 $260.00 $4,42005 -• Sod.'. PSIPE Ouercuc coc6nea, 2 172" cal., 12-14' ht 6 5610.00 55,511,24 5280.00 31,680.00 5278.00 51,668.00 5350.00 92100.00 5300.00 51,800.00 5300.00 51,800.00 -609': P81060ueras raisurx O.000'C5nodc4 51, 2112'51l.,12.14' ht 23 5810.00 521,126.42 5270.00 35,210.00 5268.06 $6,16400 3350.00 58,050.00 5300.00 56.500.00 5275.00 56,325.00 1 601' -: PSIPE Barter; Ihuabergii var,'ABOpuryulea aagaielre', 12`Spreed, 2c e1. 32 546.00 $1,089.25 625.05 5800.00 525.00 5000.00 530.00 $960.00 525.00 5800.00 $25.00 $800.0 0 = �.'609'5 6516E Serbnos !nu nbergii'Manomh',18'111, 5 5a€. 156 $73.00 012,913.99 525.00 53.900.00 525.00 $3,900.00 530.00 5488000 525.00 33,900.00 $25.00 53,950.00 ,x..555: -' PSIPE 8erberis c Gladvrynansis William Pa n', 18" ht 5 gal. 55 573.00 54.552.01 520.00 51,100.00 522 OD 31,216.00 535,00 51,606.00 $25.00 51,375.00 523.00 61,265.00 601.,.1 PSIPE Glarus calvi(DI €u5 'pros traiuo. 24' spread, 5 g 1. 66 073.50 55,463.61 530.00 01,980.00 $3000 51,980.00 $30.00 51,886.00 $25.00 $1,650.90 $32.00 52,112.00 - .'160j 1:: PSIPE MahonIo nervosa, 12' spread, 2 901. 36 $46.00 51,877.90 $13.00 $468.05 514.00 5554.00 $15,00 5540.00 $13.00 5468.00 514.00 $504.00 �.:00'c -:_ PSIPE tdaneina dsn'n51 ca 'GUIs Straaal', 18` M. 5 ga€- 157 $73.00 312,995.77 526.00 34,082.96 52700 54.239.00 030.00 64,710.00 625.00 53.925.00 $29.00 $4,553.00 -: - 601:,':, PSIPE Osrnanthus delavayi', l8- hl, 5 gal. 10 073.00 5827.82 523.00 $235.00 524.00 $240.00 030.00 5300.00 625.00 6255.00 525.00 $250.00 :'5000. PSIPE Alium sp., bulbs 500 $5.00 52,835.00 514.00 57.000.00 515.00 57,550.55 54.00 52,00000 5300 $1,500.00 515.00 57,500.05 -:� 60 PSIPE Econymus fa unei 'Color'atus, 1 gal. 3405 520.00 577.253.44 $7.00 023,556 55.00 027,264.00 56.00 527,264.00 57.00 621556.00 58.00 527264.00 ' %600.: PSIPE Nasselia tenuissima. 2 5a1. PSIPE Pennlselum a€opecuroides 'Hameln, 29a €. 117 107 $46.00 $46.00 56,103.19 55,581.55 $15.00 913.00 01,755.00 $1,391.00 017.00 $14.00 51,955.00 51,498.00 520.00 $20.00 32,340.00 52.140.00 015.00 $15.00 81,755.00 51,605.00 $18.00 52.106.00 514.00 51,49800 : "SO -.80q' - PSIPE Rubus peatalobus, 1 gal. 1542 520.00 534,972.56 57.00 $10,794.00 58 -6D 512,336.00 58.66 512,336.00 57.00 510.794 -00 58.00 512,335.00 1. 601`.5. 65165 Sedum spurium 'Voodoo', 4" pot 257 511.00 $3,205 -62 54.00 $1,028.00 55.00 31,265.00 54.06 51,528.00 3300 8771.00 54.50 31,156.50 n'I 1..61 1 W000 CHIP MULCH 56 CY 561.03 52,857.68 035.00 $1,950.60 556.00 53,136.00 570.00 $3,920.00 580.00 53,360.00 540,00 52. 240.50 62 a 5 500 INSTALLATION 1025 SY 54.31 54,418.03 55.00 55. 125.00 511.00 $11,275 -00 515.00 $15,375.00 510.00 510,250.00 55.50 55,637.55 .'63;'5 ROOTSARRIER 844 LF 57.94 56,595 .57 $5.00 54,220.00 512.00 510,128.00 50A0 55,702.00 37.00 55,908.00 55.50 54.542.30 1`U '::64 --I, AUTOMATIC IRRIGATION 5757E18 1 LS $84,142.80 084,142.80 539,000.00 339,000.00 535,000.00 535,000.00 335,00005 535,400.00 535,000,00 $35,000.00 535000.00 535,045.09 N6.5 .,..X PERVIOUS PEDESTRIAN PAVERS 1520 SF 622.68 043,545.60 516.05 530,720,50 022.00 542,240.00 520.00 538,400.50 535.00 557,200.00 521.00 540,320.05 OTHER!TEMS- - ..'- . ' . '. - ._- Subtotal - < . . , : - - $ 57,000.00 .- . : - - -': .0: . 59,250.00 .:. ':- ..... ' ... 5 62,000.00. ": .. _.: :: $ 55,050.00 ':' $'..' 55,650.00. _. 5- 61,400.00 ' 66 .- -. PRIVATE ILLUMINATION SYSTEM REWORK ALLOWANCE 1 #_S $ 24.000.00 $ 24,000.00 5 24.000.00 $ 24.050.00 5 24,000.00 5 24,000.03 $ 24,000.00 5 24,000.00 $ 24, 10; 5200.00 50.00 50.25 50.00 550000 .. -7 TEMPORARY PAVEMENT MARKING 2,000 LF $0.50: 61,000.00 $0.30 5600.00 Page 4 of 5 CITY OF TU KWILA - TUKWLLA TRANSIT CENTER CERTIFIED BID TABULATION October 18, 2013 Engineer's Estimate item No. Item Description 'STORM DRAINAGE *9,1 SPCC PLAN quantity unit s_.Subtotal L5 LS Unit Price j Cost Gary #4erlino Construction Company Unit Price Cost Road Construction Northwest $.;. :128,500.60 $ 1,500.00 $ 1,300.00 5 100.00 7,800.00 $ 100.00 Unit Price 1 Coat 5051051er Construction Company Unit Price Cost Ceccanti Snit Price 1 Cost Rodaria Construction, Inc. Soll 0 ice Cost 7,000 00 ,. - ,:= 1;4i[060: ` +....._ 90000 EROSION/WATER POLLUTION CONTROL 10;:: -• SWPPP PREPARATION AND MAINTENANCE WATER.,d 1 LS 525,000.00 525,000,00 $5.500.093 5 700.00 $ 700.00 $ 1,000.00 $ 1,000.00 $ 100.05 51,500.50 91,509.00 55,500.00 52,200.00 52,200.00 57,500.00 51,500.00 57,500.00 53,000.00 51.500.00 53.000.00 51,200.00 S 100.00 51,200.00 3 200.00 5500.00 S 255.00 5500.00 o SUbtotai $ =.:589;800.00 .:.::5.2415310,06 53,000.00 53,000.00 $100.00 5100.00 525500 5200.00 1 :.: TRENCH SAFETY SYSTEMS LS $ 7,500.00 S 7,500.00 5 500.00 $ 500.00 $ "421,400.00-: $ 2,000.05 $ 2,000.00 -3:: 506,1.50:00.,.,::: 51.= 312,235,05:. ..521,081,23 12: -: CONTROLLED DENSITY FILL 185 CY 5100.00 518,500,00 5116.00 321,460.00 5145.00 $ 2,000.00 $ 2,600.00 $ 800.00 5 806.00 $ 100.00 5 150.00 =•a131; CRUSHED SURFACING FOR TRENCH BACKFILL 2,100 TON 526,825.00 5120,00 522.20050 587.00 516,005.00 5245.00 013070,E €RON PIPE FOR WATER MAIN SIN. DIAM. iv 15 DUCTILE IRON PIPE FOR WATER MAIN 8 R DIAM. 120 L6 525.00 $110.05 552.500.00 513,200.60 521.00 506.00 544,100.00 50,150.00 516.00 590.00 533,600.00 $7,200.50 $30.00 593,000.00 517.56 $36,750.00 161 523.00 345,325.W 543,30000 350 4F $120.00] $42000.00 $74.00 525,900.00 57500 525,550.00 $80.00 59,600.00 560.00 57,200.00 5100.00 512,000.00 ": 16 r DUCTILE IRON PIPE FOR WATER MAIN 12 IN. DIAM. TESTING WATERMMAIN 1,975 LF $150.00 5296,250.00 588.00 5173,800.00 $91,00 5179,725.50 $90.00 $31,500.00 552.00 521,700.00 3100.001 535,000 .00 LS 55,000.00 55,000.05 80,000.00 50,000.00 55,000.00 $5,050.00 5100.50 5197,55100 $65.00 5128,375.00 5120,00 5237,000.00 • 1.8. -: CONNECTION 70 EXISTING SYSTEM 52.000.00 510,000.00 51,200.00 55,000.05 55,600.00 $6,000.00 56,000.00 55,000.00 $6,050,00 'iv. CONNECTION TO F..XIST €NG FIRE SYSTEM 56,000.00 55,500.00 $27,550.00 ADDITIONAL PIPE FITTINGS 3 1,000 L85 92,000.00 55.00 56,000.00 55,000.00 51,100,00 53.50 53,300.00 $3.500.00 51,500,00 $4.00 54.500.00 54,000.00 52,005.00 52,000.00 310,000.00 58,000.00 $1,000.00 51.000.05 $5,000.00 53,000.00 53,500.05 54,000.00 517,560.00 512,000.00 PLUG AND 60A8008 WATERMAIN 1,975 LF 56.00 511,050.00 54.40 50,690.00 5200 33.950.00 54.50 34,000.00 51.03 31,005.00 510.00 510,640.00 F.'221. (: GATE VALVE 8 04. FA 51.300.05 010,400.00 $1,500.00 512,000.00 GATE VALVE 12 MN. 10 EA EA 52,500,05 525,500.00 52,200.00 322,030.05 315,000.00 51,190,00 52,00300 56.000.00 520,000.00 52.00 53,550.00 56.55 511,850.00 31,75 53,456.255 5800.00 32,000.00 56,400.00 51.000.50 56,000.00 51,405.00 511,200.00 24_ ABANDON VALVE AS5EMSLY 3088.018 RELEASE/AIR VACUUM VALVE ASSEMOLY 110. HYDRANT ASSEMBLY 15 EA EA 5600.00 57,550.00 34,500,00 34,500.00 31,000.00 53,100,00 33,100.00 5170.00 $2,555.00 $20,000.00 $1,400.00 514.000.00 51,400.00 514,000.00 52,700.00 52,700.00 5200.00 $2,000.00 53,000.00 5300.00 54,500.00 5120.00 51,800.00 1.22 REMOVE HYDRANT ASSEMBLY 11 6 55,000.00 $55,000.00 $3,700.00 540,700.00 52,060,00 $2,550.00 3600.00 53,500.00 5900.00 55,405.00 $4.200.00 546,200.00 87500.00 $77. 000.00 53,000.00 52,800.00 33,000.00 335550.00 53000.00 54.050.00 544,000.00 CONNECTING EXISTING HYDRANTS EA 52,000.00 52,000.00 $1,300.00 51.300.00 5660.00 53,600.00 51,500,00 51,500,50 51,500.00 59,600.00 5300.00 51,800.00 5400.00 32,400-00 SERVICE CONNECTION 314 IN. DIAM. EA 51.500.00 51,500.00 31,400.00 51,450.00 51,500.00 53,000.00 53,000.00 3750.00 $750.00 $4,390.00 54,300.00 SERVICE CONNECTION 1.5 IN. DIAM. • SERVICE CONNECTION 21N. DIAM, OTHERiTENS; 2 EA $2,500.00 55,000.00 31,800.00 53,600.00 31,500.00 $4,000.00 54,006.00 51.259.00 $1,259.00 51,250.00 51255.50 3 EA 32,500.00 $7,500.00 52,800.00 58,400.00 52,70000 35.400.00 54,500.60 50,000.00 51.750,00 53,500.00 52,500.00 55,050.05 .Subtatai 53,106.00 30300.00 56,000.00 518,000.00 51,950.00 55.850.00 52,500.00 57 500.00 5132: •MINOR CHANGE -A5 DIRECTED ▪ EXPLORATIVE EXCAVATION - AS DIRECTED POTHOLING - AS DIRECTED EST EST $ 2,50000 $ 2,205.03 $2.500.00 52506.00 $ 2.500.0 52,500.00 $ 2,500.00 52,500.00 $ 2,500,00 32,500.00 $ 2,505.00 5 2,500.00 52,500.00 5-.:-.- 25,050.00;`.;: ;_: °;;:::"; $ :_;,21,650.00' -. -. 5 2,500.00 $ 2,500.00 5 2,500.00 5 2.500.50 .'.5.;:. 27;10550 .. . $ 2,500.00 EST 55,000.00 35,000.00 $5.050.50j 55,000.00 $5.000.00 52.500.00 32,500.00 $2,500.00 52,550.00 $2.505.00 52,300.00 RESOLUTION OP UTILITY CONFLICTS - AS DIRECTED EST 55,000.00 55.000.00 $5,000.001 55,000.00 55.000.05 55,000.00 55.000,00 $5,000.00 55,000.00 55,000.00 55,000.00 55,005.00 841317.08,E OVEp- EXCAVATION 8 015008810f00116 -AS O €RECTE0 GRAVEL BORROW - A5 01RECTEO :". 38,_ N: ()CARRY SPALLS - AS DIRECTED 100 CY 516.00 51,800.00 542.00 54,200.00 333.00 55,000.00 55,000.00 $5.000.00 55,000.00 $5,000,00 $5.000.00 55,000.00 150 TON TON 510.00 52,700.00 100 .Sub -total 818 Schedule:Cc _.'iSalasT5K 988 lid Sthadula,C 535.00 $3,500.00 323.00 539.00 $3,450.00 53,900.00 33,300.00 538,00 $3.800.00 517.00 51,700.00 524.00 52,400.00 530,00 54,500.00 $52.00 55,200.00 525.50 53.750.00 517.00 52,550.00 525.00 54,200.00 1.1,914550.81; 91' $ i ;96202(80 :51;108;851:51, 525.00 52,500.00 524.00 52,400.00 555-05 55,500.00 5.. = 769,86720..:.. ,$ ;, 850;550.00 5:. :885,785,75::1;. .::7715,070.05 b, $."(7783,877.65",..3..- S - 533;430 00 5,564,105,85',1 " , 74,734:72 ".. r3'f5861445:97-. ?UT Schedule A brought forward 5 3,324,533.88 $ 3,702,321.00 $ 3,726,675.00 $ 4,015,379.00 $ 4,032,739.00 $ 4,466,559.50 Schedule 8 brought forwent $ 1,745,062.66 $ 1,237,223.00 51,424,049.00 $1,415.465.00 $ 1542,377.00 $ 1,478,407.75 Schedule C brought forward 3 1,108,861.51 $ 789,857.30 $ 886,788.75 $ 783,877.95 $ 584,105.85 $ 861,415.97 TOTAL BASE BID P8I0E $ 9,178,958,05 5 5,729,411.30 $ 6,037,509.75 $ 6,214,716.65 $ 6,159,221.85 or $ 6,856,383,22 'ill- Required FTAForms Submitted? No Yes No No Yes Miscalculations In Contractor-03d Proposals (1) Amount entered an Proposal was 512,500 wllh a unit price of $490. Calculating the unit price times the quantity is 312,250. Error did not carry through to bid amount. (2) Amount entered on Proposal, Schedule 8 Hem 62 was 5200.00 with a unit price of $10,000. Calculating the unit price times the quantify is 52.000.00. Erna carried through to the 10181 bid amount. (3) Amount entered on Proposal was $5,800 with a unit mice of 565. Calculating the unit price limes rho quantity is 565.800. (4) Amount entered on Proposal was 58,720 wIlh a unit price of 516. Calculating Me unit price times the quantity is $38,720. (5) Amount entered on Proposal was 54,132,739. Summed amount of all bid items is 54.032,731 Sum of errors in 53 and 84 above is 5110,000, difference between submitted Schedule A total and calculated total is 5100,000. (6) Amount entered on Proposal was .$386,750 with a unit price of 517.50. Calculating the unit price times the quantity is 535750. Error carried through to the Sub -Total Bid Schedule C (7) Amount entered on Proposal was $83,925.05 which includes the additional 5350.000 error amount in 86 above. 10) Am05nt entered on Proposal was 3967,355.85 which includes the overage of 5350,000 in 56 above plus the additional W8$T. (9) Amount entered an Proposal was $6,642,471.85. Calculated amount includes adjustments for errors 316.8. (10) Amount entered on Proposal was 5250 with unit price of 5250. Calculating the unit price times quantity i5 3501 Error did not Carty through to the Schedule 6 total on Proposal. (11) Am0001 entered on Proposal was 31,156.00. Calculated amount is 31,156.50. Error was negated with error 812 below. (12) Amount entered on Proposal was $4,842,50. Calculated amount is 54,542.00. Error was negated wilh error /711 above. (131 Amount entered on Proposal was 5811,681.25 for Sub -total Schedule C. Calculated amount is 3786,681.25. Eno/carries through t0 Total Schedule C amount, entered as 5888,790.97 with 577,109.72 'A/SST. (14) Amount entered on Proposal was 36,751648.50. Calculated amount is 56,833,758.22. Certified by Dare Cyndy Knighton, Senior Program Manager Page 5 of 5 88 CITY OF TUKWILA CAPITAL PROJECT SUMMARY 2014 to 2019 PROJECT: Tukwila Urban Center - Transit Center Project No. 90610402 DESCRIPTION: Design and construct a Transit Center for the Tukwila Urban Center (TUC). High transit ridership and bus operations warrant conversion of the existing bus stops on Andover Park West JUSTIFICATION: to a Transit Center. The current facilities are inadequate in size and location to serve Metro operations and transit riders. City policy encourages the use of transit, and mitigation dollars and parking supply decisions have been made based upon the expected improvements to the transit center. STATUS: Design completed in 2013. Construction to begin in 2014 and functional by June 2014 to coincide with the new F -Line Rapid Ride. MAINT. IMPACT: Minimal to moderate, depends on final maintenance agreement with King County Metro. TOD grant of $468k with mitigation from Westfield SIC Mall of $500k for parking variance. WSDOT Regional COMMENT: Mobility Grant of $4.7m with a required match of 20% that can include other grants, past expenses, and ROW value of land dedicated by Westfield. King County Metro Federal Transit Authority grant of $1.1m. FINANCIAL. Through Estimated 2015 2016 2017 2018 2019 I3EYOND TOTAL EXPENSES ‹. Project Location 'a;6g W tn " S S 60/6f h Y. r .. m 6 Design 953 271 °Wang Pr nert� gy 't'rga"'I br : ¢awpn R h vD4� nw ""`- Pr _� n; aw� • 1,224 Land(R/W) 407 463 �otbcu gas are�au6.mgs :aertv'e• 870 Const. Mgmt. 671 671 Construction 44 4,637 4,681 TOTAL EXPENSES 1,360 778 5,308 0 0 0 0 0 0 7,446 FUND SOURCES Awarded TOD Grant 468 468 Awarded Mobility Gra 64 550 4,121 4,735 Awarded KC FTA Grant 1,187 1,187 Mitigation Actual 500 500 ROW Donation 343 343 City Oper. Revenue (15) 228 0 0 0 0 0 0 0 213 TOTAL SOURCES 1,360 778 5,308 0 0 0 0 0 0 7,446 2014 - 2019 Capital Improvement Program 16 89 ‹. Project Location 'a;6g W tn " S S 60/6f h Y. r .. m 6 � ._ 7 iv � 4 it 7m -... 1 44 V K. 1= yy$Y °Wang Pr nert� gy 't'rga"'I br : ¢awpn R h vD4� nw ""`- Pr _� n; aw� • GIS 1 cr WKn *S m^✓" �otbcu gas are�au6.mgs :aertv'e• 2014 - 2019 Capital Improvement Program 16 89 CITY OF TUKWILA CAPITAL PROJECT SUMMARY 2014 to 2019 PROJECT: Andover Park West (Tukwila Pkwy - Strander Blvd) * DESCRIPTION: Study and implement revised channelization. Project No. 98810404 Zone 1 JUSTIFICATION: Provide turn pockets and installing medians will reduce accidents and lessen congestion. Major portion of Andover Park W at intersections are complete. installing landscaped medians along STATUS: length of project is scheduled for 2014. Coordinated with Tukwila Urban Center Transit Center ($7m) and APW water improvements ($1.3m). MAINT. IMPACT: Negligible, additional landscaping. Project is on impact fee list. Design report in 1991 and updated in 2009. ACME Bowling mitigation of $111k COMMENT: and Westfield Mall of $205k. Received State TIB grant of $1.42m. Partial match from APW water overlay for $346k (see Water fund project). FINANCIAL Through Estimated O's 2012 2013 2014 2015 2016 2017 2018 2019 BEYOND TOTAL EXPENSES Design 385 67 452 Land (RPN) 18 9 27 Const. Mgmt. 275 275 Construction 2,101 2,101 TOTAL EXPENSES 403 76 2,376 0 0 0 0 0 0 2,855 FUND SOURCES Awarded TIB Grant 1,420 1,420 Proposed Grant 0 Mitigation Actual 316 316 Traffic Impact Fees 123 123 City Oper. Revenue (36) 76 956 0 0 0 0 0 0 996 TOTAL SOURCES 403 76 2,376 0 0 0 0 0 0 2,855 oject Location 90 2014 - 2019 Capita/ Improvement Program 17 CITY OF TUKWILA CAPITAL PROJECT SUMMARY 2014 to 2019 PROJECT: Andover Park W /Strander New Water Main Project No. 99840105 DESCRIPTION: Design and construct 2,100 LF of a 12" pipe along Andover Park West from Tukwila Pkwy to Strander Blvd. JUSTIFICATION: Aging cast iron pipe and deficiencies under fire flow conditions. STATUS: Coordinated with the Transit Center and Andover Park West street improvements. MAINT. IMPACT. Improved service would reduce maintenance liability. COMMENT: FINANCIAL Through Estimated 2016 2017 2018 2019 BEYOND TOTAL EXPENSES Design 108 57 165 Land (RIW) 0 Const. Mgmt. 177 177 Construction 1,212 1,212 TOTAL EXPENSES 108 57 1,389 0 0 0 0 0 0 1,554 FUND SOURCES Awarded Grant 0 Proposed Grant 0 Mitigation Actual 0 Mitigation Expected 0 Utility Revenue 108 57 1 ,389 0 0 0 0 0 0 1 ,554 TOTAL SOURCES 108 57 1,389 0 0 0 0 0 0 1,554 2014 - 2019 Capital Improvement Program 65 91 92 Transportation Committee Minutes October 29, 2013 - Page 2 D. Tukwila Transit Center /Andover Park West Widening & Water Main Replacement Projects Bid Rejection: Staff is seeking Council approval of a resolution to reject a bid from Gary Merlino Construction Company, Inc. as nonresponsive due to failure to include a required document. The Tukwila Transit Center, Andover Park West, and Andover Park West/Strander New Water Main projects were combined into a single bid package due to interdependence and overlapping boundaries. The Transit Center project contains grant funding from the Federal Transit Administration (FTA), which requires a "Buy America Certificate" for all steel, iron, and manufactured products. Gary Merlino, while the low bidder, failed to include this required certificate, which could jeopardize the $1.4 million FTA funding. Bid documents clearly stated that failure to include this certificate would be grounds for rejection. The City Attorney also recommends rejection of this bid. Bid Award: Staff is seeking Council approval to award the construction contract to Road Construction Northwest, Inc. in the amount of $6,037,509.75 for the three projects. This firm presented the second lowest bid and did include the required "Buy America Certificate." The Transportation Improvement Board and King County have reviewed the bid tabulations and given Tukwila authorization to proceed with a bid award to this firm. It is possible that Gary Merlino Construction Company, Inc, could file a protest of this decision, so the Committee requested City Attorney presence at the Committee of the Whole discussion. UNANIMOUS APPROVAL. FORWARD TO NOVEMBER 12 COMMITTEE OF THE WHOLE. III. SOUTH COUNTY AREA TRANSPORTATION BOARD (SCATBD) Meeting No discussion was held. IV. MISCELLANEOUS Committee members agreed to cancel the November 13, 2013 Transportation Committee meeting due to their attendance at the National League of Cities Congress. Bob Giberson announced that the new South 184th Street is open (S 178111 St Realignment). Committee Chair Kruller provided an overview of highlights from the Washington Highway Users Federation Interim Transportation Briefing she attended on October 28. Meeting adjourned at 6.•07 p.m. Next meeting: Tuesday, November 26, 2013 rl Committee Chair Approval Minutes by LH, Reviewed by GL. 93