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HomeMy WebLinkAboutRes 1365 - Reject Bid for Macadam Bridge Replacement by MKB Constructors v.111 52 4 31, 4 05. `.2t rO y a te, 1908 City of Tukwila Washington Resolution No. /-3 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, REJECTING THE BID SUBMITTED BY MKB CONSTRUCTORS OF SEATTLE, WASHINGTON FOR MACADAM BRIDGE REPLACEMENT PROJECT. WHEREAS, sealed bids were solicited for the Macadam Bridge Replacement project; and WHEREAS, bids were opened and read aloud by the City Clerk on November 5, 1996; and WHEREAS, 16% Disadvantaged Business Enterprise (DBE) was the required goal set by WSDOT as a federal grant condition to bid the project; and WHEREAS, MKB Constructors bid of 15.8% DBE does not meet the federal requirement; and WHEREAS, Local Programs (who administers the ISTEA grant) cannot award the construction grant unless the DBE requirement is met; NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, DO HEREBY RESOLVE AS FOLLOWS: The MKB Constructors bid for the MACADAM Bridge Replacement project is hereby rejected as non responsive due to insufficient projected use of Disadvantaged Business Enterprises. PASSED BY THE CITY C014,1ACIL OF CITY OF TUK ILA, WASHINGTON, at a regular meeting thereof this a day of 1996. i2a.r,-.) SJ Pam Carter, Council President ATTEST/AUTHENTICATED: S.- -g C ale E. Cantu, City Clerk APP -OVED AS TO FORM: 44! OFFICE OF THE ATT RNEY Filed with the City Cler -1�. Passed by the City Council: /V- S' Resolution Number 36S MACDMBID.DOC 11/14/96 INFORMATION MEMO To: Mftyor Rants From: Public Works Director e Date: November 14, 1996 Subject: Bid Award Macadam Bridge Replacement Project #92RW -13 ISSUE Award contract for the Macadam Bridge Replacement. BACKGROUND The project will replace the existing deficient bridge with a new cast in place concrete bridge. The curb to curb width will be 28 feet. The new bridge will provide for ped traffic with 5 -foot sidewalks on each side. Macadam Road will be raised approximately 3 feet in order to increase the clearance between the bridge and S 133 St. The project was advertised on October 1 and 3, 1996. Eight bids were received. The bids were opened November 5, 1996. The apparent low bidder was non responsive. Gary Merlino Construction Company, Inc. was the 2nd low bidder with a bid of $938,392.60. The engineer's estimate was $869,731.10. The federal grant for construction is $645,403 and the City's match is $292,989.60. RECOMMENDATION Award bid to Gary Merlino Construction, Inc.. ATTACHMENTS: Bid Tab CIP Sheet P:\PROJECTS \92RW 13 \INFO.DOC City of Tukwila MACADAM BRIDGE REPLACEMENT 11/12/96 Public Works Department PROJECT #92-RW13 10:26 AM ENGINEER'S ESTIMATE MERLIN() WESPAC 1No. Item QTY Unit 1 Unit Cost Total Cost I Unit Cost Total Cost Variance! Unit Cost Total Cost ROADWAY 1 Mobilization .1 LS 78 630 78 630 00 85,000.00 85,000.00 (14,571.43) 98,000,00 ::-.98,000.00 2 Clearing and Grubbing-.. :::::.i 1 LS 3,000,00 3,000,00 20000.00 20,000,00 8,000.00 8,000.00 3 Removal:of Structure/Obstruction 1 LS 5,000.00 5,000.00 10,000.00 10,000.00 (1,842:86) 6,000.00 6,000.00 4 Road Ex.,incl.haul 974 CY 15.00 14,610.00 20.00 19,480.00 3,756.86 13.00 12,662.00 5 Structure Ex. Class 8, Inc. Haul 828 CY 10.00 8,280.00 20.00 16,560.00 4,908.86 6.50 5,382.00 6 Shoring or Extra Ex Class B 4,084 SF 0.50 2,042.00 1.00 4,084.00 (1,481.91) 2.20 8,984.80 7 NtitUsed:::. 8 Embankment Compaction 1,770 CY :5.00 8,850.00:-,,:;:: 5.00 8,850,00' 3,350.36 :3.25 5,752 50 9 Gravel Eidrrow Inc, Haul..: i-:: -.1;639 TON 13 10.00 16,390.00 j:(2,224:36) 11,00 18,029.00 10 Cement Concrete Barrier Curb Gutter 294 LF 8.00 2,352.00 10.00 2,940.00 (1,079.40) 13.00 3,822.00 11 Gravel Base 770 TON 10.00 7,700.00 20.00 15,400.00 3,217.50 11.00 8,470.00 12 Crushed Surfacing Top Course 267 TON 15.00 4,005.00 20.00 5,340.00 (57.21) 17.00 4,539.00 13 Asphalt Concrete Pavement, Class B 543 TON 45.00 24,435.00 50.00 27,150,00 232.71 50.00 27,150,00' 14 ,Topsoil, Type A::: :575 CY -20.00 13,500.00 21.00:: 14,175.00 1,224.64 2000 13,500.00 15 Seeding,.1Fertiliting Mulching 4200 SY 0.50 2,100.001 0.25:-, ::1,050.00 .(126:00) aao 1,260.00 16 Extruded Curb 445 LF 4.00 1,780.00 3.00 1,335.00 171.64 2.60 1,157.00 17 Beam Guardrail, Type 1 295 LF 30.00 8,850.00 20.00 5,900.00 21.00 6,195.00 18 Beam Guardrail Anchor, Type 1 3 EA 1,600.00 4,800.00 400.00 1,200.00 (23.57) 400.00 1,200.00 19 Beam Gdardrail Transition Sed:Type 3 EA 400.00 1,200.00 2;000.00 6,000.00 471.43 1- 1,900.00 5,700.00 20 MSEGeogrid Wall ;i.. 1,291 SF 16,00 20,656.00 15.00 19,365.00 (3,135.29) 17150 22,592.50 21 Gravity Well 816 SF 13,00 10,608.00 14.50:- 11,832,00 (757.71) 17,50 14,280.00 22 Transition Sidewalk 34 SY 100.00 3,400.00 15.00 510.00 (699.43) 32.00 1,088.00 23 Transition Barrier 31 LF 70.00 2,170.00 50.00 1,550.00 (3,157.57) 180.00 5,580.00 24 Resolution of Utility Conflicts 1 FA 50,000.00 50,000.00 50,000.00 50,000.00 50,000.00 50,000.00 BRIDGE: 25 Removal of Existing Bridge ..:-::::---1 Ls. 25,000.00 25000,00 20 ,;000.00 20,000.00 (25,114,29) '-'23,800.00 23,800.00 26 Structure Ex.,Clase A; Ind, Haul i: 918 CY. 20.00 18,360.00 20.00 18,360.00 :::2,885A 1100 11,934.00 27 Shoring or Extra Excv., CIA, Incl.Haul 1 LS 7,000.00 7,060.00 15,000.00 15,000.00 2,500.00 8,000.00 8,000.00 28 Steel Reinforcing Bar, Bridge Approach 46,732 LBS 0.55 25,702.60 0.80 37,385.60 14,353.40 0.50 23,366.00 29 Concrete Class 4000, Bridge Approach 455 CY 325.00 147,875.00 375.00 170,625.00 (28,600.00) 430.00 195,650.00 30 Superstructure 1 LS 125,250.00 125,250.00 82 82,000.00 (50,680.64) 115,000.00 :115,000.00 31 Pedestrian Barrier 327 LE 70.00 22,890.00 80.00 26,160.00 (19,29300) 160.00 52,320.00 32 -Bridge Railing -:-327 LF. 50.00- lexcLog -]---70.120 22,890,00 8,35018 .17,00 12,099.00 33 Bridge Approach Slab 1,304 SF 15.00 19,560.00 12.00 15,648.00 (279.43) 16.50 21,516.00 SIDEWALK 34 Steel Reinf. Bar Bridge Aprch. SW 1,815 LBS 0.50 907.50 1.00 1,815.00 785.64 0.80 1,452.00 35 Conc. Class 4000 Bridge Aprck- SW 32 CY. 290,00 6,400.00 285.00 9,120.00 :::2,966.86 .250.00 8,000.00 TRAFFIC CONTROL DEVICES 36 Type Hi Barricade 4 EA 250.00 1,000.00 200.00 800.00 (9.71) 400.00 1,600.00 37 Construction Signs Class A 581 SF 8.00 4,648.00 8.00 4,648.00 (3,062.70) 7.80 4,531.80 38 Traffic Control Labor 500 HOU 25.00 12,500.00 23.00 11,500.00 (1,392.86) 29.00 14,500.00 39 Permanent Signing 1 LS 700.00 700.00 1,500.00 1,500.00 (2,128.57) 1,200.00 1,200.00 40 Paint Stripe 1-:i320 LF.: 0.50 .660.00 0.25 :.330.00 71,66 0.22 290.40 41 Raised Pavement Marker 3 HUND 200.00 660.00 260.00 858.00 198.94 270.00 891.00 42 Temporary Traffic Control Devices 1 La 2,000.00 2,000.00 3;500.00 3;500.00" (357.14) 2,500.00 2 500.00 ROADSIDE DEVELOPMENT 43 Property Restoration 1 FA 30,000.00 30,000.00 30,000.00 30,000.00 30,000.00 30,000.00 44 Erosion Control 1 FA 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 45 Roadside Cleanup 1 FA-. 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 46 Construction Geotextflefor Drainage 316 SY 4.00 1,264,00 2.00 632.00 (537,20) 2.15 679.40 4TConstruction Geotextile for Silt Fence 800 LF 5.00 4,000.00 3.50 2,800.00 4.30 3,440.00 STORM DRAINAGE 48 Not Used 49 Catch Basin, Type 1 6 EA 750.00 4,500.00 1,000.00 6,000.00 381.43 800.00 4,800.00 50 Catch Basin Type 2 48" 6 EA 1,200.00 7,200.00 2,000.00: 12,000.00 1,702.29 •1 1,800.00 10,800.00 51 .Storm System Test E.. 860 LF :1.50 1,290.00 2.00 1,720.00 61.43 .2.15 1,849.00 52 Underdrain, 6". 1::: 560 LF 10.00 5,609.00 10.00 5,600.00 2,040.00 5.50 3,080.00 53 Underdrain, 8" 140 LF 11.00 1,540.00 15.00 2,100.00 1,030.00 5.50 770.00 54 Plain Concrete Storm Sever Pipe 8" 54 LF 25.00 1,350.00 20.00 1,080.00 (7.71) 21.00 1,134.00 55 Cl. II Reinf. Conc. Storm Pipe, 12" 394 LF 25.00 9,850.00 30.00 11,820.00 450.29 23.00 9,062.00 ..1 56 Not Used 57 CI ll Reinf Conc.-Storrnpipe, 24" 466 LF 43.00 20038.00.-!::. 45.00 20,970.00 1- -30.00 13,980.00 58 Not Used 59 Gravel Backfill for Walls 1,416 TON 20.00 28,320.00 20.00 28,320.00 6,877.71 17.00 24,072.00 60 Gravel Backfill for Drains 16 TON 21.00 336.00 50.00 800.00 262.86 21.00 336.00 61 Hand Placed Riprap 10 CY 65.00 650.00 50.00 500.00 (342.86) 80.00 800.00 CONDUIT- 62.Conduit Pipe l 1,650 LF ..:3,00 4,950.00 6.00:1> .9,900.00 648.21 6.25 10,312.50 CPM SCHEDULg 63 CPM Schedule 1 LS 500.00 500.00 500.00 500.00 (2,071.43) 2,500.00 2,500.00 ROADWAY 64 Asphalt Conc.,CI. B for Pvmt. Repair 40 TON 120.00 4,800.00 60.00 2,400.00 (1,617.14) 110.00 4,400.00 TOTAL BID PRICE 869,731.10 938,392.60 99,569.39) .1: 965,008.90 x* City of Tukwila MACADAM BRIDGE REPLACEMENT 11/12/96 Public Works Department PROJECT #92 -RW13 10:26 AM MOWAT KIEWIT R EXCAVATING `No. Item QTY Unit Unit Cost Total Cost Unit Cost Total Cost Unit Cost Total Cost ROADWAY 1:.Mobi11zatiot 1' LS" 100;000.00 100:000 100 4100.00: :104,000:00,.. 99;000:00 99 000:00: 2 1 `LS 5,000.00 :5;000 .00 15,000 00 Clearing and Grubbing< 35000 OQ 59;000,09 59 000:00 3 Removal of: Structure/Obstruction 1: LS 5,000:00 5 23;000 00 .23,000:00: 63;900:00 3,900;00 4 Road Ex.,incLhaul 974 CY 15.00 14,610.00 17.00 16,558.00 14.00 13,636.00 5 Structure Ex. Class B, Inc. Haul 828 CY 15.00 12,420.00 17.00 14,076.00 22.00 18,216.00 6 Shoring or Extra Ex Class B 4,084 SF 1.00 4,084.00 0.20 816.80 2.00 8,168.00 7 Not Used 8 Embankment Compaction 1,770 CY::::: 3.00 ;310; 2.00 3,540 :00 :2:50 4;425:00• 9 Gravel Borrow incHaul 1,639 TON: 12:00 190840 10 00 16,39040 ii 10.50 17209,50. 10 Cement Concrete Barrier Curb Gutter 294 LF 12.00 3,528.00 15.00 4,410.00 14.00 4,116.00 11 Gravel Base 770 TON 11.00 8,470.00 17.00 13,090.00 17.00 13,090.00 12 Crushed Surfacing Top Course 267 TON 16.00 4,272.00 30.00 8,010.00 18.00 4,806.00 13 Asphalt. Concrete :Pavement, Class B::.. 543 TON: 49100 26,607.00' 48.00. 26,064;00: 50:00 27,150;00 Topsoil; Type:A 675 CY 1.9:00 12;825.00 18,50 1 14 2,487.50 19:00: 12,825;00 15 :.Seeding, Fertilizing &Mulching: 4,200 :SY 0.25 1.; 050.00 .:0.25:. 1,050'00_. 0.25 4,050:00: 16 Extruded Curb 445 LF 3.00 1,335.00 2.40 1,068.00 2.40 1,068.00 17 Beam Guardrail, Type 1 295 LF 20.00 5,900.00 20.00 5,900.00 19.50 5,752.50 18 Beam Guardrail Anchor, Type 1 3 EA 385.00 1,155.00 385.00 1,155.00 385.00 1,155.00 19 Beam Guardrail Transition Sec ;Type 1. 3 EA 1,800:00 5,400:00 1,800.00 5 400.00 1; 800:00 5,400:00 20 MSE Geogrid Walt 1,291 'SF 1 23;238:00 19:00 24,529:00. 13 50: 17,428.50: 21 Gravity::Block Walt_ 81.6 'SF 11:00 8;976.00 1600 13;056.00 1 3 5.0: 11 016;00 22 Transition Sidewalk 34 SY 24.00 816.00 70.00 2,380.00 34.00 1,156.00 23 Transition Barrier 31 LF 72.00 2,232.00 150.00 4,650.00 115.00 3,565.00 24 Resolution of Utility Conflicts 1 FA 50,000.00 50,000.00 50,000.00 50,000.00 50,000.00 50,000.00 @BIr c E 25 Removal of Existi B odge• 1 'LS •15,000:00 15;000,00 38;000.00:. 38,000.00: 82 00: 82,000:00 26 Structure fic ,Class A,:lrtci .Haul: 918. CY 17.00 15;606.00: 2000. 18;360.00 16100: 14;688;00. 27 Shoring or Extra Excv., CIA, Incl.Haul 1 LS 5,000.00 5,000.00 20,000.00 20,000.00 9,000.00 9,000.00 28 Steel Reinforcing Bar, Bridge Approach 46,732 LBS 0.50 23,366.00 0.45 21,029.40 0.49 22,898.68 29 Concrete Class 4000, Bridge Approach 455 CY 590.00 268,450.00 430.00 195,650.00 465.00 211,575.00 30 Superstructure 1: LS '140;000;00 140;000'00 77 290 00: 77,29100 120,000:00: 120,000,00.. 31 Pedestrian Barrier- 327 ;LF 78:00 25 255:00: 83,385:00 115.00 37;605 :00: 3 LF 39:00 12;753:00 .3.5 00 32 Bridge Railing 11 44500 32.00: 10,464.00. 33 Bridge Approach Slab 1,304 SF 8.00 10,432.00 14.00 18,256.00 14.00 18,256.00 SIDEWALK 34 Steel Reinf. Bar Bridge Aprch. SW 1,815 LBS 0.50 907.50 0.45 816.75 0.54 980.10 35 Conc, Class 40008ridge.Aprch. SW: 32: ON 170;00 5;440.00 .200 00 6 400'90 240:00: 700.00 TRAFFIC CONTROL DEVICES 35 Type 111 Bamcade 4 EA 200:00. 800 :00. 12500 500:00 185.00_ 740.00 37 Construction Signs Class A 581 SF 18.00 10,458.00 16.00 9,296.00 15.00 8,715.00 38 Traffic Control Labor 500 HOU 26.00 13,000.00 25.00 12,500.00 15.00 7,500.00 39 Permanent Signing 1 LS 1,200.00 1,200.00 2,000.00 2,000.00 5,000.00 5,000.00 40 :Paint Stripe 1,320: LF 0.20 264;00 :;0:18.: 237:60.` 0;1:8 •237:60 41 Raised Pavement;Marker 3. :HUND 169:00: :88.73 1 561.00 169:00 .557:70 42 Temporary Traffic Control Devices: 1 :LS •5,000:00 5,000.00 5,000.00: 5 2:;500.00: 2,500.00 ROADSIDE DEVELOPMENT 43 Property Restoration 1 FA 30,000:00 30,000.00 30,000.00 30,000.00 30,000.00 30,000.00 44 Erosion Control 1 FA 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 45'Roadside Cleanup 1. FA 10,000.00: :1 0 000.00 10;000.00: 10000:00 10;000. 00 10,000;00' 46 •Construction Geotextile.for Drainage. 316 SY 2:00: 632:00•::.. 4:00 1,264.00 4.00 1,264.00 47 Construchon:Geotextiie •for Silt- Fence.:: 800 IF.:::::: 4:00 3,2 7:00: 5 ,600:00 5.00 4,000.00 STORM DRAINAGE 48 Not Used 49 Catch Basin, Type 1 6 EA 1,000.00 6,000.00 1,200.00 7,200.00 905.00 5,430.00 50:Catch Basin Type 2:- 48 6 EA 1,600 :00 9,600.00 2;000.00: 12000:00 •1614.00 9;684.00 51 .Storm System Test 860 LF 1:00' 860.00 2.00 1 72000 1 :85 1,591,00. 52 .Underdraih; 560 LF 10:00 5,600 00 4.00 :::2;240:. 3 :00: 1,680,00: 53 Underdrain, 8" 140 LF 12.00 1,680.00 5.00 700.00 6.00 840.00 54 Plain Concrete Storm Sever Pipe 8" 54 LF 25.00 1,350.00 18.00 972.00 11.00 594.00 55 Cl. 11 Reinf. Conc. Storm Pipe, 12" 394 LF 33.00 13,002.00 35.00 13,790.00 29.00 11,426.00 55-. Not Used s 5 CI;11 Reinf. Conc. Storm Pipe, 24 466 :LF 58:00 27;028.00 4000 '18,640:00: 39.00. 18;174,00 58'Not Used 59 Gravel Backfill for Walls 1,416 TON 13.00 18,408.00 16.00 22,656.00 16.00 22,656.00 60 Gravel Backfill for Drains 16 TON 16.00 256.00 70.00 1,120.00 60.00 960.00 61 Hand Placed Riprap 10 CY 50.00 500.00 225.00 2,250.00 60.00 600.00 CONDUIT 62 'Conduit Pipe. 1,650 LF 6 :00 .9,900:00 7.00 11,550;00 6:00 9,900.00 CPM :SCHEDULE: 63 CPM Schedule 1 LS 1,000.00 1,000.00 3,000.00 3,000.00 1,500.00 1,500.00 ROADWAY 64 Asphalt Conc.,CI. B for Pvmt. Repair 40 TON 49.00 1,960.00 150.00 6,000.00 120.00 4,800.00 TOTAL BID PR 1;021,612,20- 1;043,059 :05 1,083;628.58 City of Tukwila MACADAM BRIDGE REPLACEMENT 11/12/96 Public Works Department PROJECT #92 -RW13 10:26 AM GLACIER I WALTER SCI I MKB 11•10. Item QTY Unit Unit Cost Total Cost Unit Cost Total Cost Unit Cost Total Cost ROADWAY 1 .:Mobibzation 1'; 100 000.00 100 00000 116000 00 116,000.00 80;000 :00 80 000 :00. 2 Cleanng:and.Grubbing 1: 2 5,000:00 25 000 00 10 000 00 10,000:00 10;000,00 10,000;00 m 3 Reoval of 1: `LS 10 ,000;00 10 25,000.00- :25 16. 10,000 :00 4 Road Ex.,incl.haul 974 CY 25.00 24,350.00 19.00 18,506.00 10.00 9,740.00 5 Structure Ex. Class B, Inc. Haul 828 CY 15.00 12,420.00 15.00 12,420.00 8.00 6,624.00 6 Shoring or Extra Ex Class B 4,084 SF 0.50 2,042.00 1.64 6,697.76 2.00 8,168.00 7' Not Used' 8 Embankment.Compaction 1,770 CY 3;00 531000 .:5-.00:: 8 850;00 3 :00 5;310 :00 9 Gravel:Borrow Inc. Haul 1,639' TON 14;00 2 946 00 1 00: 1 9 66 8::0 0 10 :00 16;390:00.. 10 Cement Concrete Barrier Curb Gutter 294 LF 13.00 3,822.00 18.70 5,497.80 10.00 2,940.00 11 Gravel Base 770 TON 17.00 13,090.00 14.75 11,357.50 23.00 17,710.00 12 Crushed Surfacing Top Course 267 TON 19.00 5,073.00 21.50 5,740.50 20.00 5,340.00 1.3 Asphalt :Concrete Pavement, Class•B: 543 N <:TO 5 0; 00 27 1 00:.; :5000 27,150:00 50.00' 27;1:50:00' 14 Topsoil, Type A 675: CY' 040 20 13 5 00 00; 19 40 42;00S::00. 18.40 12 15 Seeding,:Fertdtzmg &zMulching 4 200 :::.SY 0.'30 :1 '',0.:36':' 1 512:00 0.25: 1;050.00`- 16 Extruded Curb 445 LF 3.00 1,335.00 2.50 1,112.50 2.40 1,068.00 17 Beam Guardrail, Type 1 295 LF 20.00 5,900.00 20.00 5,900.00 19.50 5,752.50 18 Beam Guardrail Anchor, Type 1 3 EA 400.00 1,200.00 515.00 1,545.00 385.00 1,155.00 19 Beam Guardrail Transition Sec.:; Type 1 3•• EA' 20000;00 000 00:: 1.800 00: 5,400:00 .1 5 ;400:00 20::MSE Geognd Wall 1 29.1: SF 20:00 26;220A0: 16 00 20 656:00: 18:00 23,238 00 21 •Gravity.. Block Wall: 816: SF :19;00: 15 504 00 15 00 12;240.'00 16:00 13;0 22 Transition Sidewalk 34 SY 30.00 1,020.00 29.00 986.00 30.00 1,020.00 23 Transition Barrier 31 LF 150.00 4,650.00 211.00 6,541.00 185.00 5,735.00 24 Resolution of Utility Conflicts 1 FA 50,000.00 50,000.00 50,000.00 50,000.00 50,000.00 50,000.00 BRIDGE 25- :Removal of id01i.ng;Bndge: 1 :.LS. 50, 000:00 50000 00; 3 20 0 0 00 •32000•00 75;000 00 75 000:00: 26 Structure Ex Cless.A; Incl. Haul •918: CY •25;00 22:;0g0:00:•.-::::,:,i::::"::•.. 15:00 '''I'',.7. 12.00 11,016:00' 27 Shoring or Extra Excv., CIA, Incl.Haul 1 LS 25,000.00 25,000.00 13,000.00 13,000.00 7,500.00 7,500.00 28 Steel Reinforcing Bar, Bridge Approach 46,732 LBS 0.50 23,366.00 0.56 26,169.92 0.45 21,029.40 29 Concrete Class 4000, Bridge Approach 455 CY 380.00 172,900.00 470.00 213,850.00 300.00 136,500.00 30 Superstructure. 1 :_.LS. •160 000 :00 160,000.00 :215::;942.:48:::::::::::::: 100 100;532.00 31 Pedestrian.> Barrier. 327 •.LF''` 145;00 .47,415.0.0.! 1:7000 35,970;00 110.00 35,970.00:• 32: Bridge Railing: 327 LF 90:00 •:29 430:00• '40,00:' 38•25 12;507.75 33 Bridge Approach Slab 1,304 SF 12.00 15,648.00 13.00 16,9 8.00 10,432.00 SIDEWALK 34 Steel Reinf. Bar- Bridge Aprch. SW 1,815 LBS 0.50 907.50 0.63 1,143.45 0.55 998.25 •35 Conc. e.A Class:4000 :Bridgp 32' CY 220;00 7040.00 ';131:00 4,192:00 00 4 ;320.00 TRAFFIC •CONTROL:DEVICES 36 Type 111 Barricade: 4 EA 250,00 •:1 000..0..0.:. •130.0:' 528:00 ":::125 500.00 37 Construction Signs Class A 581 SF 20.00 11,620.00 13.00 7,553.00 3.10 1,801.10 38 Traffic Control Labor 500 HOU 30.00 15,000.00 28.00 14,000.00 27.50 13,750.00 39 Permanent Signing 1 LS 1,500.00 1,500.00 12,000.00 12,000.00 2,500.00 2,500.00 40 :Paint Striper 'F 1, L 0:20 r 264.00 ::250 0:20 .264:00 0 19 41 Raised.PavementMarker 3. :HUND •200:00 660 :00 1.7000. 561:00 `::250:00: 825:00 42 Temporary C ontrol Devices 1 'LS: 2;000;00 2 000 00 5 000 00 •5 000;00 5 ;000:00: •5;00000 ROADSIDE DEVELOPMENT 43 Property Restoration 1 FA 30,000.00 30,000.00 30,000.00 30,000.00 30,000.00 30,000.00 44 Erosion Control 1 FA 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 45. Roadside Cleanup` FA 10 000;00 ':1.0,000.00 10;000 00 10;00000 :•10 '.10,000,00 46 Construction Geotextile for Drainage 316;: SY 2.00 r' 632.00 :"0 2844 :00 •2 :75 869;00 47 •Construction Geotextile for SiltFence 800. 'LF 5 :00 4,000;00 4 50: 3,600:00 2.50 2,000.00 STORM DRAINAGE 48 Not Used 49 Catch Basin, Type 1 6 EA 1,000.00 6,000.00 850.00 5,100.00 800.00 4,800.00 50 Catch Basin Type :2 7 48'' .6 ,EA: 1 10,200:00. 1,70000 10 200.00 1 ;600.00 9;600.00 m. System Test 2 580:00: ;1 50 1,290.00 :2:00 1,720.00 860 51 Stor CF 3:00' 52 Underdrain; 6 560•: LF. •6;00 :3,360:00 ::11 00 <j 6,160 :00 5.00 2 ;800: 53 Underdrain, 8" 140 LF 7.00 980.00 13.00 1,820.00 5.00 700.00 54 Plain Concrete Storm Sever Pipe 8" 54 LF 20.00 1,080.00 26.00 1,404.00 20.00 1,080.00 55 Cl. 11 Reinf. Conc. Storm Pipe, 12" 394 LF 25.00 9,850.00 34.00 13,396.00 23.00 9,062.00 56 Not Used 57 •C1:11 Reinf: Conc. :Storm:Pipe, 24 466, •LF: 35;00 16,310:00: ::54„00: 3 :00 13 980:00 58 Not Used: 59 Gravel Backfill for Walls 1,416 TON 17.00 24,072.00 15.00 21,240.00 12.00 16,992.00 60 Gravel Backfill for Drains 16 TON 20.00 320.00 18.00 288.00 30.00 480.00 61 Hand Placed Riprap 10 CY 70.00 700.00 55.00 550.00 50.00 500.00 CONDUIT ::;;'Sulu; 62 Conduit Pipe 1 LF 6,00 9,900;00 6:00: 9;900.00 2.00 3,300:00 CPM•SCHEDULE 63 CPM Schedule 1 LS 5,000.00 5,000.00 3,500.00 3,500.00 1,500.00 1,500.00 ROADWAY 64 Asphalt Conc.,CI. B for Pvmt. Repair 40 TON 100.00 4,000.00 49.00 1,960.00 125.00 5,000.00 TOTAL. BID •PR 1;. 1;165, ••1 879,095.00 1997 2002 CITY OF TUKWILA CAPITAL PROJECT SUMMARY PROJECT: Macadam Road Bridge Replacement 104 01 595 xxx xx 54 PROJ. NO. 92 -RW13 DESCRIPTION: Replace the existing bridge with a 60' long cast -in -place concrete 'rigid frame'. It will be 28' curb to curb and have 5' sidewalks on both sides. The vertical clearance below the bridge to S 133 St will be increased to 1 JUSTIFICATION: The existing bridge has structural damage, is narrow, has no provision for pedestrians and is posted with load limits. The vertical clearance below the bridge is sub- standard. STATUS: PS &E is complete. Construction is planned to start in 1996. MAINT. IMPACT: Maintenance will be reduced. COMMENT: BRM Grant is $960K FINANCIAL THRU Est'd (in $000's) 1995 1996 1997 1998 1999 2000 2001 2002 Beyond Total EXPENSES Engineering 150 50 120 320 Land (R /W) 0 Construction 290 740 1030 TOTAL EXPENSES 150 340 860 0 0 0 0 0 0 1350 FUND SOURCES Awarded Grant 78 250 632 960 Proposed Grant 0 Mitigat. Actual 0 Mitigat.Expect. 0 City OPR 72 90 228 0 0 0 0 0 0 390 Total Sources 150 340 860 0 0 0 0 0 0 1350 St STEM \i 1 for -'I"' rr 5 t 'NMI PROJECT t 1 St il ^144 V LOCATION T 12.5' r l f 1 I 14 l f s i2 t Tt s'` 1J r n I t N a I I S 12? Str_ S RGISt t t 1 5'1:1 St tc J• 4- f 4 5 126 St c s 177 it ?90 C .S i� 3 NQnl.wr T r S: i Y Crntrr C I�,.� lY �e .n M S 177 St I I -r IH J 4,,, i y "t' t.- tS 171 c. `at= ,c��eti� t_ do N :I: iS I75 9 n t 1 '4 H S 176 Stx.. ';1_ roster 1 N 4 L.,,,,,.1 P., •N r 1 t '.S Q(,�s C„„,s, t• t E �I� MIN S cis t i "1 w S t 1 1 l t It t io .:rGctrr` t IN '"4"1.4 S.t2Sty` r": lt 5 5 43 5 'e 4 I T itt Tt ,z 1- S NI St ti J r .tq It I I I I I 5 14A :t r� M s *11 tort p 1 I a 1 S 5 4 2 St Y t.. S Il St L i" 3 Iti ill 1 I Dent 30