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HomeMy WebLinkAboutTIC 2017-05-09 Item 2D - Resolution - Reject All Bids for 2017 Overlay and Repair ProgramON FROM: BY: CC: DATE: City of Tukwila Attan Ekberg, Mayor Public Works Department - Bob Giberson, Director Transportation and Infrastructure Committe Bob Giberson, Public Works Director Dave Sorensen, Project Manager Mayor Ekberg May 5, 2017 SUBJECT: 2017 Overlay and Repair Program Project No. 91610401 Resolution Rejecting All Bids ISSUE Approve a Resolution rejecting all bids for the 2017 Overlay and Repair Program. The 2017 Overlay and Repair Program includes funding for an overlay on 331d Ave S /34th Ave S as part of the Cascade View Safe Routes to School Phase II project for $285,000. The remaining overlay budget and Parks Dept. funding for overlay and repair of the Fort Dent Park parking lot were combined to advertise the 2017 Overlay & Repair Program that included six street segments and the Fort Dent parking lot. The project was advertised for bids on April 5 & 12, 2017 and four bids were opened on April 19, 2017. ANALYSIS /FISCAL IMPACT Bid Results Eng Estimate Budget 2017 Overlay and Repair Program $864,274.00 $662,705.00 $765,000.00 Fort Dent Park Parking Lot Repairs 108,575.00 88,250.00 100,000.00 Total 972 849.00 $750,955.00 865 000.00 After the bids were tabulated, one minor error was found and corrected in the bid from Lakeside Industries. The error presented no change to the bidder placement outcome. The bids received were significantly higher than the Engineer's Estimate and an analysis of the project design and bid prices was conducted. Several factors likely contributed to the high bids including: multiple paving projects advertised at the same time and the overall large quantity of construction projects on the market this year. Similar high bid results (shown below) were received by WSDOT and other Local Agency projects bidding at the same time. Everett: Low bid, $384,000 over Engineer's Estimate (4/18) WSDOT: Low bid, $637,000 over Engineer's Estimate (4/19) Eugene: Low bid, $145,000 over Engineer's Estimate (4/18) WSDOT: Low bid, $291,000 over Engineer's Estimate (4/19) With sufficient construction time still available for 2017, staff intends to re -bid a smaller 2017 Overlay & Repair Program with updated cost estimates that are within the available budget. RECOMMENDATION Council is being asked to approve the Resolution rejecting all bids for the 2017 Overlay and Repair Program Project and consider this item on the Consent Agenda at the May 15, 2017 Regular Meeting. Attachments: Draft Resolution Bid Tabulation WAPW Eng \PROJECTS\A - RW & RS ProjectslAnnual Overlay & Repair Programs\2017 Overlay & Repair Program\Design\Ad and Award\Award\Reject Bids Docs to TIDInfo Memo Resolution Reject Bids 2017 0 &R 050517 gi.docx 35 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, REJECTING ALL BIDS SUBMITTED FOR THE 2017 OVERLAY AND REPAIR PROGRAM PROJECT. WHEREAS, sealed bids were solicited for the 2017 Overlay and Repair Program Project; and WHEREAS, four bids were received and publicly opened and read aloud on April 19, 2017; and WHEREAS, a budget was set for the construction of the 2017 Overlay and Repair Program Project; and WHEREAS, the low bid received was over the budgeted amount for construction of the 2017 Overlay and Repair Program Project; and WHEREAS, the City reserved the right to reject all bids in its call for bids, and RCW 35.23.352 provides for the rejection of any or all bids by resolution of the City Council; and WHEREAS, the City wishes to reject all bids due to budget limitations; NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, HEREBY RESOLVES AS FOLLOWS: All bids received on April 19, 2017, for the 2017 Overlay and Repair Program Project are hereby rejected due to budget limitations. PASSED BY THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, at a Regular Meeting thereof this day of 2017. ATTEST/AUTHENTICATED: Christy O'Flaherty, MMC, City Clerk Dennis Robertson, Council President Filed with the City Clerk: Passed by the City Council: Resolution Number: WAWord Processing\Resolutions\Reject bids for 2017 Overlay and Repair Program Project 4-25-17 DS:bjs Page 1 of 2 W 1:000 00 1 S 1.000 001 CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS 2017 Overlay Program BID TABULATION Apr.: 19. 2017 ENGINEER'S ESTIMATE Lakeside Miles No. I Spec Rom Quantity Unit Unit Cost Total Coat Unit Price Total Coat TataI Cost Unit Pries Total Cost Watson Unit Pruso Total Coed $ ROADWAY (SCHEDULE A) Total Schedule A Min 13ne: 02.94 ..1n Ct r -_m 5 4i'- 000.52 $ 92 -„7�? 5 - -- 1-vue 0v S 3 €,00 .0 $ 1- y..d.0y Man Ran.-tat o: r.. C Mta 5 6.O.e0. „r : $ 6,000 00 0 6.0,T 00.5 6,000 00 5 e-v.,, 5 5, r, Ru ` - 56CC Plan - - - - , 5 2.0.3.5-2- $ -- E5,..i = $ 65x.°0 0 2,000.00 Mob k z a c i u n MEI P 5400 Te71por rat+6 Ganrra. LS i 0 56.000 0° , 3 56,303 i 5 55 000.00. $ 56.0.0 00 e� fl - Ax $ 3x3.6 5k- : 5 35- , ,, 5' , 72.000. DO ; S ? 2 � =k- : $ 0,.,20=.=00 $ S 1 +0,900 5s 1 $ 709.1 -"0 0 EMI LS : 5 60.000 00 : $ 50.000 00 $ moo s0 $ 125 5 9 os ° 5 105.0 u 3 5 00.40 35 i $ t5 - 0.00 EMI ,80401 Core. Srdewoso 65I,, oo, 0,. Had 5 50.00 I S :=1,000.00 5 €0 00: 5 13200 06 $ 65 0" ' $ 14 ,3'2 35 S 5 .5 5 12.96 #3 S X 00 ' $ 7..0x.'1, Cement Coro Curb Remo e Pr l00a S 3a 52 $ 13 6 --" 5 200=5 8�a - 5 -�$ 9705= 6 2.02 PMa<:0ve o 53V 5-r t Ob0tn51 S 70 „ `S 7.500 -DO $ - 03 $ 1$00 n, . -q5- S .� 0;' S 136 �r0 [0 104 0 $ 7 $ 1.500 7 32 $ 95 000 5 77 00 '.. $ 104750 �'=0 $ 103 3 MTN Roadway Expa631000. H5,:< - -- - _ MEEMEEMMOINIMMINEWEIMMEEMMEZEM „E:S 5 7 °" � y €,005.x0 $ ?0 2.03 _ -• 1 x F° .0 - E ` H 1 t ) 4 4 -- r-4130d525450-,9T5522--00 1.040 TON S 3c, 00 5 31.203 3 0; $ 60 ®_ $ 52,400 00 ,253.00 5 2a. "v0 : 5 26. --0.55 5 47.39 5 48 5 -.00 5 Os.P $ 55 5-- 0 -} 12 5 4 .Pavement Repair Excav -air? 0- t 3 233 CY $ 55 00 0 26.700 60 $ 50.00 : $ 2 u 733 5' 5 , 5.00 $ 17250 00 $ 150 001 5 34. r, 5 1 €4.30 € 5 25 52000 13 5 -04 HMA CI 1 =2 PG 515 41 TON 5 90.50 5 215.5 300 $ `90.00 5 241.000 0=0 5 ?- °+0.00 $ 241 t x7•3 s _ 5 5 .4. $ 2211 Sag 0° S 103 =b1 $ 24B 239 .3 18 504 •HMA for Pa -1o�t as � C, 1:2` �G 64` °22 - $ 7 -70 9u - S 45 15 776='1. 5 5 00 5 33 T3k n o6s.o __ S _ _ Ox 5 1 20 ' 5 7. . 95-° 5 ? 0 5 04 Plsr 5 24*: 05- Pavement 5 5 2 . 0 5.150 90 5 23 03 : 5 37,440 00 $ s0 00 $ 45 553 i=0 $ 2, =0 , $ 3s 609 30 5 5.50 ; 5 ? 3 6 5..0 17 5.04 «,90V5aex Seat no 1 FA $ 2009 Ov 1 $ UN 00 5 454 00 $ 2..; -0,0 $ 2 00 5 2;i °-Y ` -0 : S --: 5 $5 _003 00 : S 18 7.12 A.djk2 Water 53'6 ?8 ( EA 5 45 "u 00 5 8.10050 $ 47 $ 5.450=.00 $ 35° a I $ 5.3- . 00 5 700 x0 i S 2 5. $ 450.09 $ 0.100 00 ?9 t 841 .Ero <r1W416: Pc0,f m,- Contra: 1 FA 5 6500 00 . $ 6.500 DO 0R I 5 6 0.50.x3: $ 6.500.00 5 5 50...0. 5 6 5,1:00 5 6 =5?' °: 5 8.50010 5 20 0 91 _iNet P otoot...n ' - _ . 5. ? 000 = 5 2 10- .00 $ 169. 00 -... 5 2$20 00 S SO 00 $ 9 e50.v0 arlarliffilMINEMBEEMINEMEMINEMMIMEMEll $ 5 550.2.: 111.1111111•1231111211•111EME111111•11110111111019111311=11311=111013 S .,50,,.00 $ 7 - : $ 27 3£=..5-0 $ 70,,.:,0. S 1,4":.00 $ 4; 4 "a : $ ? a 6 x.30 $ 53..59:5 1 500.55 IBM SIDEWALK (SCHEDULE A) $ 23 5.14 -Cem=ent °zrtc Sideveak 24 5 14 Cement Carte. Curb Ramp STORM SEWER (SCHEDULE A) 25 7 -05 'Adl0=1 Catch Bay 7 -26 Roetarl -:.d3r Van 27 7.05 SI €.-r, Dan SANITARY SEWER ( SCHEDULEA) 240 6 SY "$ 650`'5 15.600 00 $ 66°.00$ 144:0'x4- 5 75 "?{ $ 15,00 20 $ 75 :=15 10`.0.0:, EA 1 $ 2.000 001$ 12 000 00 $ 2700 00 $ 16 200 00 $ 2,500 00 i 5 15,000 -0 S € 05 = 00 5 15500.00 5500 5 2.00000 $ 625 20 1 $ 10,503 $ 350 00 1 5 $ 13200.00 $ 12000 00 28 1 7 -55 1141; 02t Mardrie T R A FFIC CONTROL (SCHEDULE A) ._ j EA I S 5.44-0 00 I $ 7259 00 $ 625 00 I5 7 SOO 00 $ - - -500 00 t $ _... 6 000..00 $ 910 03 $ 10,920.00 0 600.0; I S 7.200 0o P ker T Raised Pavement Marker T7.0 2 S $ 165 40 5 $ 400.00 $ $ 1: 060 - S 300 O5' $ 6:000 E11111116Elliall111111=111 E I 11111311111111M1 $ ROADSIDE DE VELOPMENT (SCHEDULE A) 5-51 Ed::.0 R9at0m °r 35 5 -02 Propony Rest FRANCHISE UTILITY ITEMS (SCHEDULE A) 36 6 -19 Adjust Franchise LION MarimIe-Vauil 37 I 0 -19 Adjust Gas Valve LF FA EA $ 10 00 $ 490.00 1 -00 $ 406000 $ 5 0=0 00 $ 16.850.00 5 4 S 15.400 .0.1 $ 3.00 $ 3 $ 6,000 00 $ 121 S 700'00 5 $600 750 6 505.00 1 $ 0- 6.040.00 1 $ 1.500.00 $ 12,000 S 470 ROADWAY (SCHEDULE B) SCHEDULE A SUBTOTALS $ 552,705.00 Total Schedule B $ 864274.00 $ 355 1.450 00 ( $ 700.00 5 1,116,186 00 $ 2,000 1,830 00 $ 958,242.00 $ 552,078.00 38 1 -04 Una ,1ecled Site Cho IIKIKEIRollion of U683-Comets IKEIMMICEEMor IMMO SPCC Plan MoOkzabon Cement Corm.. S2awa6 Ramous' kxi 9 FA 15 1.500.00 ' $ 1.500 00 5 1,500.00 5 1 050.07 0 1505:;0 5 1.550.55 5 1 505:00 0 1,5;x9.00 S 1.52 -0 00 : $ $ 1,000.05 $ 1:000.009 5 1'09.00 0 1006.0: 0 S _ 250.00 5 500.0:2 ' 5 500.00 S 425 0. ; 5 425.07 5 1:.000 05 5 28.0 =30.00 5 20 600.03 $ 12 000.00:0 12.000.50 EIMIMEMB =11111111111111 5 5.000.00 EIIIIMBEIMENNIIIIIMIEIMMEILIIIIIIMEMEMMIIIIIMMEIMMIIMM 5 30.063 0x 1111MIEMIIIIIIIEMEMIENIIIMMIIIIIIESMOKIIIIIIMEI 5 1,005 OD S 1x5090 -- . s Sit; 00 S 920 5 69.;,0 5 480 00 1.500.0 00 S 5`5 00 $ 14,00:00 Cement Coro. Curt R emoval Md. Had 204338330 Four0a?Ion Eaauat n lro . 53 joint/Crack Soak := Cement dorms. Tra5o Curb and G-M14r 53 ent'u Traffic Cu=b 127. 5 2067805 S 1.50..:x0 5 49.530 20 SIDEWALK (SCHEDULE B) 55 Ca:1mM Coro Sid=_volk SY $ 65 00 1.550.00 75 000 $ .250 00 5 75 00 $ 2 250 00 75 00 $ 2 250 00 5 55 OD 1.650 00 56 Cement Carte 530 Ramp EA 2 000 00 2000. 2 900 00 x.900 00 $ 2,500 00 $ 2 500 00 $ 2 600 00 $ 2 600 00 $ 2 000 00 5 2 000 00 STORM SEWER (SCHEDULE 5) 57 I 7 -05 1Adjus1 Catch Bann TRAFFIC CONTROL (SCHEDULEB) I EA 15 S 450 00 1 s 900 00 15 625 00 1 $ 1,250 00 1 5 500 00 1 5 1,000 00 1 $ 910 00 1 S 1 B20-001 5 75010 1 S 1 500 00 1 58 1 5 :22 'Paul Late. 4 Inch 221 1 LF 5 1 001 5 2 2 50 1 5 550 001 0 20015 440001$ 2 50 1 5 550 00 1 5 30015 seaoo ROADSIDE DEVELOPMENT(SCHEDULEB) 59 1 8 -02 (Property Rostoabon 1 1 1 FA 15 ?= r:: °-0 1 s t00000Is 1000001$ 1 coo Do1s s coo 001$ 1,000 00 15 1 000 00 1 5 1 000 DO I S SCHEDULE B SUBTOTALS $ 56250.00 TOTAL CONSTRUCTION COST (SCHEDULE A +B S 750.955.00 ENGINEER'S ESTIMATE $ 105,57500 5 115,865:00 S 1233,051,00 5 115,115,00 5 1.076 357,00 5 135.41500 5 559,393 00 tt 5 5 5 5 S S 5 5 5 5 5 5 5 S 5 5 5 s 5 5 5 5 5 5 5 5 5 S 5 5 5 12 -000 00 6.000,00 1,150.00 134,840.00 112.020.00 53.00 24.00 6.000 00 7840 65,00 48.80 10580 97 -60 142.40 204 17.30 .0 00.00 454.00 6.500.00 86.00 45.60 574 00 5 5 5 5 5 5 5 5 5 5 S 5 5 5 5 5 5 5 5 5 5 5 12.020.000 6,030.00 600.00 56,000.04 90,000 00 50,00 10.00 3 500.00 55.00 3090 30.00 90.00 90,00 100.00 2.00= 5.00 2.000 =.00 450.00 6.500.0000 80.00 26.00 700.00 dePot 5 5 - 5 750.33 5 121,407.28 5 5 5 5 S S $ 5 S 5 5 5 s 5 5 3 5 0 66 00 5 665.00 5 2,360.00 5 2.000 00 5 617.00 5 360,00 24.80 5 647 00 5 413,00 5 84000 5 13460 5 960 5 1.12 5 5 3.86 5 5 6 ©00.00 5 5 5 5 5 s 5 5 5 s 5 5 5 5 5 5 5 5 5 5 5 5 5 94000 494,00 1.500 00 1,00060 355,00 14 600 00 10 600.00 58 00 2800 93.40 71.00 7340 10240 500 00 1.000 00 86.00 49,60 42 40 1550 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 - 5 5 64`.00 5 5 2.20 0 5 1,000.00 5 450.00 5 50 00 5 600.00 165 00 400.00 300.00 1000 100 5 5 5 5 5 5 26,369.53 11.51 9,62 6,103.28 16.36 33.17 23.19 3.3,55 5.13 24.06 064 1637 129.54 26 08 1 0,71 115.67 5 12,000.00 5 6,000,0' 5 439.67 5 13,43272 $ 85.65047 5 41.49 5 14.38 s (103 28) 5 62.04 5 31.83 5 25.61 S 75.25 S 92.47 5 118.34 5 1.40 5 6 93 5 2,000 00 5 354 46 5 650000 5 59 92 3 25.89 5 458 33 - k666536 5 12,000 00 5 6,000.00 S 500.00 $ 86,00000 5 86,000,00 5 ■000 5 3000 5 16.000.00 5 85.00 5 §000 5 50,00 5 90,00 5 100,00 5 150.00 5 2 -00 5 23,00 5 2:000.00 5 470.00 $ 6.500.00 $ 50.00 5 40.00 $ 470 00 Mkomfoo mean. 0 2 0 5 12,000 00 $ 6,000 00 5 500.00 5 85,000,00 5 86,000.00 $ 60.00 5 30 -00 5 16.000.00 $ 85.00 5 90 00 6000 5 90,00 5 100 00 5 150.00 5 2.00 S 23 00 5 2,000.00 5 470.00 5 6,500.00 50.00 5 40.00 5 470 00 5 12.000 -06 5 6- 000 -00 5 1,940.33 5 377,65456 5 138,389.53 5 64 -51 S 33.62 5 122,10328 5 94.76 S 98.17 S 71.99 $ 136 35 S 10273 $ 166 -46 5 268 5 27,67 5 2000.05 S 513.54 5 6.500.0'9 5 112.08 5 61.31 5 689,67 8.94 5 57 06 5 60.00 5 60.00 5 74.94 336.15 5 2,023 85 $ 2,700 00 $ 2,700..00 5 2,69615 43827 5 825,00 5 625.00 5 79573 5 350.00 $ 350.00 5 19,00 0 19.00 5 39 04 17873 5 14,24 $ 154.65 5 145.24 5 260,77 5 92.85 5 0.89 0 0.14 $ 1056 49234 2267.76 579.23 41,95 8.71 0.96 5 625.00 5 625 00 5 801.66 5 500.00 5 500.00 $ 558.24 5 1,000.00 5 1,000.00 5 1.100.7 7 5 97.00 5 97.00 5 227.65 5 1000 5 10.00 5 10.49 5 1.25 5 1.25 5 1.26 4.00 $ 0.77 5 3.09 5 5.00 5 5 6 000.00 5 6,000.00 334.25 S 605.71 S 750 00 1228.18 5 365.82 5 47000 5 5 70000 5 500 00 5 1,000.00 100,00 9,000 00 8.000 -00 500 30 00 30.00 990.00 500.00 1,00000 80.00 2800 $ 5 S 5 5 $ 5 5 5 S 5 5 5 5 5 5 450 00 5 15 5 1.000.00 5 175.36 7:73305 5,295 75 1681 11,51 31.67 27 48 5-2,39 1436 26 08 1646 16.62 570 5 5 5 5 5 5 5 5 5 5 5 5 5 S 5 5 S 5 5 5 187.54 5 076 5 1.500 00 1.00000 179.64 6,866.95 5,304 25 4119 16.49 61 73 43.52 27.61 88 04 500.00 1 000.00 59.92 3314 25.78 9.80 5 s 5 5 0 5 5 5 5 5 5 5 $ s s 5 5 5 5 5 45946 5 1,500.00 1.000 00 250.00 10,000.00 12,500 00 60 -00 30.00 85.00 9000 60,00 100 00, 5000.6 1 00000 5o 00 60 00 4000 12.50 5 5.00 5 4.63 5 6,000.00 5 6,000.00 5 750 00 5 47000 5 5 5 5 S 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1,500.00 1000.00 250.00 10,000.00 12,500.00 60.00 30.00 85.00 90.00 60 00 100.00 500 00 1,000 00 50.00 60 00 40 00 1250 5 1,274.29 $ 62218 5 5 5 5 - 5 1.50000 5 1 000 00 S 53036 $ 22,333 -05 5 15,895.75 5 74.81 5 39.51 $ 12507 5 98 48 5 125.39 5 116 76 S 500 00 5 1 000 00 $ 11208 $ 6606 5 59.02 5 21 -20 5 - 5 6255.00 5 534.54 296 0 62500 5 5 1.050.00 5 1.000.00 5 2500 5