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2017-04-19 Bid Tabulation - 2017 Overlay Program
ED6E61.11RE1,167074LE , »2,°5.501 CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS 2012 026.22 AprIl 10, 2017 pA 61767 A V (SCHEDULE A) 1,0 FA .os ENGINEER'S EST1MA. coet I .n>�ea Moe_H Total Schedule 5 Doc. KPG 51.7111 13,16 TOWcan� venae 1.7 566.110.3111.1.66111. SPOC Plan 2.02 2-02 2-02 oval Intl. Haw Cement Cone curb Removal Ind. Haul Roadway Exce.on Inel Haul 2,5 Censked ...cog Top Course 5-00 6.04 0.01 5,00 2,70,6, Sealing Repir CI PA. 60.62 500 P68,110aler Valve Enosion.a631.110,51 Ca.. Cement Conc. tra. Cu, and.. 70 200 FA LS LS LS SY LF LS CY CY LON 180 TON LF SY FA 18 690 FP CA LF 5 6.000 CO 600 00 $ 0600000 56,000 00 9050000 3 00 5 136.000 00 5 6660090 5 6,00.00 5 2,000 00 3 350.000 00 6.000 00 2.000 00 650,00600 126000.00 E lox.. on 5.000 00 850 00 5 102,00000 5 6,00.00 5 zoom S 109.100 00 6.000 00 2,000. 5 106 100 00 50 10 00 le 800 05 00 00 6 16.000 00 30 00 50 00 0.133 00 01200.00 20 700 00 216,900 00 5 90 00 S 100,00 100 00 2 00 5 00 5 2,000.00 050 00 18 000 00 3.00 B150 00 5 150.00 2 00 5 070.00 3 6,500 00 11,700 00 5 16 000 00 5 116,600.1 5 20,700 00 5 20.0 6 37,400 00 66 00 05 00 6 7.600 00 75 00 25 00 3 156700 0 00 5 2.000.05 9 950 00 6,550 co 5 100 00 6.260 00 1065,0 00 7000.00 6 300 00 6,500 00 2,100 00 55 00 20 00 5 1502 00 12,100 00 7500 OS 1.500. 1250020 35 00 25 00 7200 00 9,750 00 1 500 IA 5 1.720 00 07 00 95 00 7.000 00 5 18.00 3 .5,65000 30 00 62 00 2,100 00 80680 00 5 25,020 00 5 266,000 152 00 00 00 2 000 00 $ 27360 00 7.00 5 6 500 00 720 00 160. 6 00 BOO 28, 800 00 1,800 00 13,500 00 2 000 00 12060 00 8,500 00 5 8,000.00 00 00 8 100 00 6,500 00 1 6A 00 16,6013 00 8-15 P6.1 Monument Case and Cover FP 700.00 1300.00 K (SCHEDULE A) 6 EA {, 200215 0.00 PoIE z rorol, ;:$0.00r0:1$. ,.5°°00 E roIE 5ro°0 E ro SIE ro°0 , 1 .TOR le SEWER (SCHEDULER) 7.06 Adjust cal, Basin EP 450 00 7.05 7,5 Slorrn Drain Marker SEWER W ART (SCHEDULER) EP 600 00 600 00 750 00 19 00 350 00 5 100 00 15 00 10300 20 00 400 00 300.00 050 00 20 00 350 00 300 00 ze 1 71, n CONTROL (SCHEDULE R ER) I a 100 I E 600.001 7,200.001E 625.00 IE -7,500.0015 500.00 6,000.00 I E 0,0.00 0,920 001E .0 00 8-69 0.09 Pavemen1 Marker Type / Raised 17.3.1 Marker Ty. 2 Plastic Trahe Arrow 0673.3 40 MIND HUND LF LF 165,00 000 00 300 00 400 00 5 500.00 5 Low 65 5 97 00 194 00 3 800 00 77 00 85630 10500 320 00 1,000 00 5 too co 10 00 1.000 00 200 00 400 00 1.000.00 5 100 00 500.00 1,000. 200 00 400.00 4,022.00 34 I 2IP ENT(SCHEDULE A) RANCHISE UTILITY ITEMS (SCHEDULE A) =001: Rro f ,:Po1$, $6.°°O.m1: 6000°° E oo1: ° ooh 35 I 3-10 Ennb,ti361,6N,5H 6,650.°0I f 760. 15 6,000NI5 150.00E tA°o:vo 15 oo:o S moo. ° I s oo° s °a: o l • AY (SCHEDULE 13) 36 1-00 1,2 Dnexpaul, 616 Changes 3,8010.n 21.1111,37.39 FA FA Total Schedule B 5 1.100 5 Loco co $ Amoco IS Nava°I ».61 3500 00 .00.00 15 5 1.600.00 3600 00 00 11 12 1,7 1.0 1-10 2.2 SFCC Plan MalalAalian 1.1.3 iern.raN Len. Ceme.Conc. 50.0513 Seined, Ind Haul LS LS 100.00 W oro 5 260 co 3 12.500 00 5 10000 00_ 3 6000.00 0,000 00 1 525 00 925 02 12,865 00 E 4600.00 425 00 4,00500 5 16,700 00 500 00 5 14.000 CO 5 18,700 00 875 00 2,2 2.0 46 47 Ceme51 Cone Cut Removal Ind Haul Ton CO. 08 50 51 501 H. CI 112. PG 6522 JeintiCraa 5.1566545, Fellulon .1/01 5.0 Cement Cone. Traffic Cu. ub rype5 EWALK (SCHEDULE B) 00 210 9. 00 100 LF CY CY TON FA FA LF LF 1000 11,560 00 05,100 60 SOO 00 5 6°00 500 00 28 00 7,06000 60 00 176. 00 06 00 75 00 75 00 1000.00 1575050 3500.00 40 00 5 2605052 2.000. 25 00 5 107 016 5 060.00 1 000 00 5 .070 00 1 000 00 1 500 00 3 too co 3 1.000.00 2300 160 7 600 00 1 625 00 500 00 1.000 00 50040 5 1.000 00 3 37.0.00 500.00 5 127.00 5 500 00 1.000 00 80 00 5 09 500 00 000 00 1 000 00 080.00 50 00 10. 2 000 00 1.300 00 70 00 70 00 1500 2.800 00 19,592 00 00 00 00 00 15 00 1,050 00 1 • SEWER (SCHEDULE B) I , IEA IS x.5050417 ;=1: 0.050701E ;r00°°.$01: ,6°216 ,60001E 500015 260501E ,002016 000501 n I FI lC n CONTROL (SCHEDULES) I a I 5,. S 051101E 000.001E 010.00 15 ,?50.001 E 500.00 5 .0.15 ,50I5 1100015 Rano 5100 0 E VELOPMENT(s CH sou LOB) I50IazIR 37,3611, SCHEDULE 6 51.11170.1.6 5 0,555.041 1.1161WLE R.6) 5 761335550 5 072,649.00 115.58060 5 1333,0..00 5 1,076,357.00 12.000.00 6,000.00 1,190.00 134.0.00 112,020.00 53.00 6.000.00 78.40 65.00 105.80 97.60 14.0 17.30 2,000.00 484.00 5,600.00 617.00 360.00 24.80 647.00 413.00 134.80 6,000.00 1.500.00 1.000.00 355.00 14,600.00 10.600.00 58.00 28.00 71.00 73.00 600.00 1,000.00 86.00 49.60 15.50 12.000.00 6,000.00 600.00 750.33 56.000.00 121.407.28 90.000.00 26.389.53 50.00 11.51 10.00 9.62 3,500.00 6,103.28 55.00 16.36 30.00 33.17 30.00 23.19 90.00 30.55 90.00 5.13 100.00 24.06 5.00 10.37 2,000.00 6,500.00 80.00 26.08 28.00 700.00 65.00 8.94 2,000.00 336.15 450.00 178.73 50.00 14.24 600.00 154.66 165.00 145.24 400.00 260.77 300.00 W. 1000 0.89 1.00 0.14 A00 $ 077 S000.00 $ 500.00 $ 120:18 1,500.00 1,000.00 100.00 2,000.00 8,000.00 50.00 30.00 30.00 20.00 500.00 1,00000 80.00 28.00 175.36 7,733.05 5.295.75 16.81 11.51 31.67 52.39 14.36 2008 16. 16.62 5.70 13000.00 489.67 13,432.72 85,850.47 41,49 14.30 62. 31.83 25.61 75.25 92.47 118.15 6.93 354.46 59.92 29.89 458.33 57.06 2,023.85 438.27 10.66 492.34 267.78 579.23 41.95 8.71 0.98 3.02 605.71 5.304.25 16.49 61.73 43.52 20.81 88.04 59.92 33.14 2570 9.80 12.000.00 6,000.00 500.00 86.000 00 68.000.00 60.00 30.00 16.000 00 85.00 90.00 60.00 90.00 100.00 150.00 23.00 3000.00 470.00 6,500.00 50.00 40.00 470.00 60.00 625.00 19.00 625.00 500.00 97.00 10.00 1.25 5.00 750.00 470.00 1.500.00 250.00 10,000.00 12.500.00 86.00 00.00 80.00 100.00 600.00 1,000.00 12.50 12.000.00 6,000.00 500.00 66,000.00 86.000.00 60.00 30.00 16.000.00 85.00 90.00 60.00 90.00 100.00 150.00 23.00 2,000.00 470.00 5,500.00 50.00 are 60.00 2,700.00 835.00 350.00 19.00 625.00 500.00 1,000.00 97.00 10.00 5.00 8,000.00 750.00 470.00 1.500.00 260.00 10.000.00 12.500.00 60.00 30 00 25.00 90.00 60.00 100.00 500.00 1,000.00 50.00 60.00 40.00 12.50 12.000.00 8.0.00 377,6..56 138,389.53 64.51 33.62 12.103.28 94.78 98.17 71.99 136.35 102.73 166. 27.67 2.000.00 613.54 112.08 61.31 889.67 74.94 2096.15 795.73 39.04 80106 558.24 1,100.77 227.66 10. 1.26 4.63 8.000.00 1.274.29 622.18 1.000.00 22,333.05 15,895.75 74.81 39.51 125.07 125.30 116.76 50000 1.000.00 112.08 66.06 6902 21.20