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HomeMy WebLinkAbout2010-04-12 10-144 ORDERCOUNCIL ACTION Item No. 10 14L4 Date: April 12, 2010 Item/Subject: ORDER, Authorizing Contract Award for Main/Cedar Street Intersection Improvements Responsible Department: Engineering Commentary: On March 31, 2010 the City received seven bids for improvements to the intersection at Main and Cedar Streets. The bid prices ranged from $543,663.75 - $664,880 — see attached bid tabulation. On April 5, 2010 the Finance Committee reviewed and approved staff recommendation to award the contract to Lou Silver Inc. in the amount of $543,663.75. This is an MDOT BACTS project that is locally administered. This project will be funded 90% by the State and the City will provide the required 10% local match. The contract award recommendation must be reviewed approved by the City Council as it is over $50,000. Mana er's Comments: ;4471/*/ Associated Information: Bid Tabulation Budget Approval: Legal Approval: Introduced for X Passage First Reading Referral Department Head City Manager Finance Director 7 City Solicitor Page _ of _ Assigned to Councilor - Wheeler CITY OF BANGOR 10 144 April 12, 2010 (TITLE.) Order, Authorizing Contract Award for Main/Cedar Street Intersection Improvements By the City Council of the City of Bangor: ORDERED, THAT, Deborah Cyr, Finance Director is hereby authorized to execute a contract with Lou Silver Inc., in the amount of $543,663.75 for improvements to the Main & Cedar Street Intersection. IN CITY COUNCIL April 12, 2010 Passed (TITLE,)Authnri ling rantrArt Award for Mainj_r_.PAar StrPet StreetTn Prs rtion Improvements J, Assigned to Councilor__ 10 144 City of Bangor Bid Tabulation - Main/Cedar Street Intersection Improvements Bid Opening: 03/31/10 Lou Silver Veazie, ME Maine Earth Hermon, ME Item Description Qty. Unit Unit Price Total Price Unit Price Total Price 1 202.080 Building Removal 1 LS 15 000.00 1500000 27 000.00 27,0 0.00 2 202.202 Removal Pavement Surface 355 Sy 3.25 If 153.75 3.00 1 065.00 3 202.203 Pavement Butt Joints 501 SY 20.00 1,000.00 20.00 1000.00 4 203.20 Common Excavation 3,6001 CY 13.00 46 800.00 13.00 46 800.00 5 203.210 Rock Excavation 10 CY 200.00 2,000.00 100.00 1000.00 6 203.231 Health and Safety Pian 1 LS 10 000.00 10 000.00 2,500.00 2500.00 7 203.233 Special Excavation 20 TON 100.00 2,000.00 180.00 3,600.00 8 304.08 Aggregate Base Course - Gravel 3,445 CY 17.00 58 565.00 22.00 75 790.00 9 403.207 3/4" 19mm Hot Mix Asphalt 620 TON 95.00 58 900.00 82.00 50 840.00 10 203.210 3/8" 9.5mm Hot Mix Asphalt 310 TON 112.00 34f720.00 98.00 30f380.00 11 403.209 3/8" 9.5mm HMA sidewalks 125 TON 160.00 20 000.00 160.00 20 000.00 12 409.15 Bituminous Tack Coat Applied 100 GAL 17.00 1700.00 20.00 2,000.00 13 603.10 10" Storm Drain 100 LF 60.00 6,000.00 60.00 6,000.00 14 603.159 12" Storm Drain 70 LF 70.00 4,900.00 60.00 4,200.00 15 604.092 Catch Basin Type B1 -C 41 VF 450.00 18 450.00 500.00 20 500.00 16 604.15 Drain Manhole 26 VBF 525.00 13 650.00 700.00 18 200.00 17 604.18 Adjusting Manhole or CB to Grade 2 EA 600.00 1,200.00 500.00 1 000.00 18 605.09 6" Underdrain 390 LF 25.00 9,750.00 25.00 9,750.00 19 605.11 12" Type C Underdrain 170 LF 60.00 10 200.00 50.00 8,500.00 20 608.26 Detectable Warning Field SW rams 120 SF 33.00 3,960.00 33.00 3,960.00 21 609.11 Vert. Curb Type 1 - Granite 1,008 LF 34.00 34 272.00 32.00 32 256.00 22 609.38 Vert. Curb Remove Reset 150 LF 16.00 2,400.00 35.00 5,250.00 23 615.07 Loam 160 CY 38.00 6,080.00 40.00 6,400.00 24 618.13 Seeding Method No. 1 20 UNIT 21.00 420.00 20.00 400.00 25 619.12 Mulch 201 UNIT 13.00 260.00 12.00 240.00 26 621.10 Deciduous Treet 2" Cal Min. 7 EA 300.00 2,100.00 300.00 2,100.00 27 626.34 Pedestiran Signal Pole Foundation 4 EA 630.00 2,520.00 600.00 2,400.00 28 626.34 Signal Pole Foundation 4 EA 1 365.00 5,460.00 1130000 5200.00 29 626.35 Controller Cabinet Foundation 1 EA 780.00 780.00 800.00 800.00 30 627.7114" White or Yellow Pvt. Marking Line 2,650 LF 0.22 583.00 0.40 1060.00 31 627.75 White or Yellow Pvt./Curb Markin 1,12-0- SF 0.75 840.00 2.00 2,240.00 32 627.95 Textured Pavement Crosswalk 2,160 SF 14.00 30 240.00 11.00 23 760.00 33 629.05 Hand Labor 10 MH 25.00 250.00 25.00 250.00 34 631.12 All Purpose Excavator 10 MH 100.00 1,000.00 100.00 1 000.00 35 631.172 Truck - Large 10 MH 55.00 550.00 55.00 550.00 36 643.72 Temporary Traffic Signals 1 LS 5,900.00 5,900.00 6-,0-00.00 6 000.00 37 643.80 Traffic Signals at Intersection 1 LS 100 000.00 100 000.00 96 000.00 96 000.00 38 645.00 Remove & Reset Sin 4 EA 150.00 600.00 150.00 600.00 39 645.12 Overhead Signs w hardware 104 SF 30.00 3,120.00 24.00 2,496.00 40 645.25 Roadside Sin 20 SF 47.00 940.00 100.00 2,000.00 41 645.28 Sin Post 2 EA 200.00 400.00 150.00 300.00 42 652.36 Maintenance of Traffic 1 LS 4 000.00 410-0-0.00 5,000.00 5,000.00 43 652.38 Flagger 900 MH 20.00 18 000.00 15.75 14 175.00 44 659.10 Mobilization Not to Exceed 5% 1 LS 31000.00 31000.00 28 000.00 28 000.00 Total Project Bid: S43,663.75 572,i62.00 10 144 City of Bangor Bid Tabulation - Main/Cedar Street Intersection Improvements Bid Opening: 03/31/10 Page 3 (Lane Construction Bangor, ME Sargent Corp. Stillwater, ME Item Description Qty. Unit Unit Price Total Price Unit Price Total Price 1 202.080 Building Removal 1 LS 25 000.00 25 000.00 35 350.00 35,3 0.00 2 202.202 Removal Pavement Surface 355 SY 1.50 532.50 2.00 710.00 3 202.203 Pavement Butt Joints 501 SY 20.00 1000.00 26.00 1,300.00 4 203.20 Common Excavation 3 600 CY 22.50 81 000.00 9.00 32 400.00 5 203.210 Rock Excavation 10 CY 165.00 1650.00 250.00 2,500.00 6 203.231 Health and Safety Plan 1 LS 2,500.00, 21500.0 1000.00 1000.00 7 203.233 Special Excavation 20 TON 75.00 1,500.00 140.00 2,800.00 8 304.08 Aggregate Base Course - Gravel 3,445 CY 33.00 113 685.00 24.00 82 680.00 9 1403.207 3/4" 19mm Hot Mix As halt 620 TON 82.00 50 840.00 105.00 65 100.00 10 203.210 3/8" 9.5mm Hot Mix Asphalt 310 TON 98.00 30,3 0.00 115.00 35 650.00 11 403.209 3/8" 9.5mm HMA sidewalks 125 TON 155.00 19 375.00 200.00 25 000.00 12 409.15 Bituminous Tack Coat Ap lied 100 GAL 17.00 11700.00 1.00 100.00 13 603.10 10" Storm Drain 1001 LF 37.00 3,700.00 46.00 4,600.00 14 603.159 12" Storm Drain 70 LF 62.00 4,340.00 58.00 4,060.00 15 604.092 Catch Basin Type BI -C 41 VF 475.00 19 475.00 550.00 22,5 0.00 16 604.15 Drain Manhole 26 VBF 350.00 9,100.00 475.00 12 350.00 17 604.18 Adjusting Manhole or CB to Grade 2 EA 615.00 1,230.00 750.00 1,500.00 18 605.09 6" Underdrain 390 LF 21.00 8,190.00 33.00 12 870.00 19 605.1112" Type C Underdrain 170 LF 44.00 7,480.00 50.00 8,500.00 20 608.26 Detectable Warning Field SW rams 120 SF 33.00 3,960.00 40.00 4,80 .00 21 609.11 Vert. Curb Type 1 - Granite 1,008 LF 32.00 32 256.00 40.00 40 320.00 22 609.38 Vert. Curb Remove Reset 150 LF 21.00 3,150.00 48.00 7,200.00 23 615.07 Loam 160 CY 32.00 5,120.00 35.00 5,600.00 24 618.13 Seeding Method No. 1 201 UNIT 13.00 260.00 25.00 500.00 25 1619.12 Mulch 20 UNIT 13.00 260.00 15.00 300.00 26 621.10 Deciduous Treet 2" Cal Min: 7 EA 300.00 2,100.00 350.00 2,450.00 27 626.34 Pedestiran Signal Pole Foundation 4 EA 675.00 2,700.00 800.00 3,200.00 28 626.34 Signal Pole Foundation 4 EA 1425.00 5,700.00 1700.00 6,800.00 29 626.35 Controller Cabinet Foundation 1 EA 825.00 825.00 980.00 980.00 30 627.7114" White or Yellow Pvt. Marking Line 2,650 LF 0.22 583.00 0.50 1325.00 31 627.75 White or Yellow Pvt./Curb Marking 1,120 SF 0.85 952.00 2.50 2,800.00 32 627.95 Textured Pavement Crosswalk 2,160 SF 10.00 21 600.00 8.00 17 280.00 33 629.05 Hand Labor 10 MH 42.00 420.00 35.00 350.00 34 631.12 All Purpose Excavator 10 MH 158.00 1,580.00 165.00 1,650.00 35 631.172 Truck - Large 10 MH 90.00 900.00 95.00 950.00 36 643.72 Temporary Traffic Signals 1 LS 6,200.00 6,200.00 6,9 0.00 6 950.00 37 643.80 Traffic Signals at Intersection 1 LS 98 000.00 98 000.00 106 500.00 106 500.00 38 645.00 Remove & Reset Sin 4 EA 76.00 304.00 225.00 900.00 39 645.12 Overhead Signs w hardware 104 SF 29.00 3,016.00 35.00 3,640.00 40 645.25 Roadside Sin 201 SF 20.00 400.00 55.00 1,100.00 41 645.28 Sign Post 2 EA 180.00 360.00 235.00 470.00 42 652.36 Maintenance of Traffic 1 LS 91000 ` 00 9 000.00 5,500.00 5,500.00 43 652.38 Flagger 900 MH 16.00 1-414-00.00 30.00 27 000.00 44 659.10 Mobilization Not to Exceed 5% 1 LS 29 000.00 29 000.00 28 500.00 28 500.00 Total Project Bid: I I 625 723.50 1 628 085.00 City of Bangor Bid Tabulation - Main/Cedar Street Intersection Improvements Bid Opening: 03/31/10 Page2 Hughes Bros Ham den, ME CPM Constructors Free ort, ME Item Description Qty. Unit Unit Price Total Price Unit Price Total Price 1 202.080 Building Removal 1 LS 52 300.00 52,30 .00 30 000.00 30 000.00 2 202.202 Removal Pavement Surface 355 SY 2.70 958.50 3.50 1,242.50 3 202.203 Pavement Butt Joints 501 SY 21.00 1050.00 20.00 1000.00 4 203.20 Common Excavation 3 600 CY 14.00 50 400.00 12.00 43 200.00 5 203.210 Rock Excavation 10 CY 75.00 750.00 100.00 1000.00 6 203.231 Health and Safety Plan 1 LS 1,500.00 1 500.00 3250.00 3,250.00 7 203.233 Special Excavation 20 TON 100.00 2,000.00 90.00 1,800.00 8 304.08 Aggregate Base Course - Gravel 3,445 CY 20.00 68 900.00 25.00 86 125.00 9 1403.207 3/4" 19mm Hot Mix Asphalt 620 TON 85.00 52 700.00 82.00 50 840.00 10 203.210 3/8" 9.5mm Hot Mix Asphalt 310 TON 100.00 31 000.00 98.00 30 380.00 11 403.209 3/8" 9.5mm HMA sidewalks 125 TON 160.00 20,0 0.00 155.00 19 375.00 12 409.15 Bituminous Tack Coat Applied 100 GAL 20.00 2,000.00 17.00 1,700.00 13 603.10 10" Storm Drain 100 LF 60.00 6,000.00 45.00 4,500.00 14 603.159 12" Storm Drain 70 LF 75.00 5,250.00 54.00 3,780.00 15 604.092 Catch Basin Type BI -C 41 VF 600.00 24 600.00 270.00 11 070.00 16 604.15 Drain Manhole 26 VBF 600.00 15 600.00 300.00 7,800.00 17 604.18 Adjusting Manhole or CB to Grade 2 EA 700.00 1400.00 500.00 1,000.00 18 605.09 6" Underdrain 390 LF 30.00 11 700.00 36.00 14 040.00 19 605.1112" Type C Underdrain 170 LF 65.00 11050.00 58.00 9,860.00 20 608.26 Detectable Warning Field SW rams 120 SF 55.00 6,600.00 70.00 8,400.00 21 609.11 Vert. Curb Type 1 - Granite 1,008 LF 32.00 32 256.00 34.00 T4,272.00 22 609.38 Vert. Curb Remove Reset 150 LF 20.00 3,000.00 31.00 4 650.00 23 615.07 Loam 160 CY 28.00 4,480.00 20.00 31200.00 24 618.13 Seeding Method No. 1 20 UNIT 20.00 400.00 30.00 600.00 25 619.12 Mulch 20 UNIT 10.00 200.00 28.00 560.00 26 621.10 Deciduous Treet 2" Cal Min. 7 EA 350.00 2,450.00 750.00 5,250.00 27 626.34 Pedestiran Signal Pole Foundation 4 EA 700.00 2,800.00 700.00 2,800.00 28 626.34 Signal Pole Foundation 4 EA 1500.00 6,000.00 1400.00 5600.00 29 626.35 Controller Cabinet Foundation 1 EA 1000.00 1000.00 900.00 900.00 30 627.7114" White or Yellow Pvt. Markin Line 2,650 LF 0.25 662.50 0.50 1,325.00 31 627.75 White or Yellow Pvt./Curb Markin 1,1-2-0- SF 0.95 1,064.00 1.00 1,120.00 32 627.95 Textured Pavement Crosswalk 2,160 SF 15.00 32 400.00 18.00 38 880.00 33 629.05 Hand Labor 10 MH 25.00 250.00 30.00 300.00 34 631.12 All Purpose Excavator 10 MH 125.00 11250 ` 00 110.00 1,100.00 35 631.172 Truck - Large 10 MH 55.00 550.00 65.00 650.00 36 643.72 Temporary Traffic Signals 1 LS 6,000.00 6,000.00 6,500.00, 6,5 0.00 37 643.80 Traffic Signals at Intersection 1 LS 100 000.00 100 000.00 107 000.00 107 000.00 38 645.00 Remove & Reset Sin 4 EA 400.00 1,600.00 500.00 2,000.00 39 645.12 Overhead Signs w hardware 1041 SF 34.00 3,536.00 35.00 3,640.00 40 645.25 Roadside Sin 20 SF 45.00 900.00 50.00 1,000.00 41 645.28 Sin Post 2 EA 120.00 240.00 225.00 450.00 42 652.36 Maintenance of Traffic 1 LS 335000 3,350.00 19 750.00 19 750.00 43 652.38 Flagger 900 MH 20.00 18 000.00 20.00 18 000.00 44 659.10 Mobilization Not to Exceed 5% 1 LS 800000 8,00-0.00 30 000.00 30 000.00 Total Project Bid: 596 147.00 619 909.50 10 144 City of Bangor Bid Tabulation - Main/Cedar Street Intersection Improvements Bid Opening: 03/31/10 Page 4 R. F. Jordan & Sons Ellsworth, ME Item Description Qty. Unit Unit Price Total Price 1 202.080 Building Removal 1 LS 33 000.00 33 000.00 2 202.202 Removal Pavement Surface 355 SY 5.00 1,775.00 3 202.203 Pavement Butt Joints 501 SY 15.00 750.00 4 203.20 Common Excavation -3,6-0-0- CY 20.00 72 000.00 5 203.210 Rock Excavation 10 CY 300.00 3,000.00 6 203.231 Health and Safety Plan 1 LS 1,000.00 1,00 .00 7 203.233 Special Excavation 20 TON 125.00 2,5-00.00 8 304.08 Aggregate Base Course - Gravel 3,445 CY 30.00 103 350.00 9 403.207 3/4" 19mm Hot Mix Asphalt 620 TON 90.00 55 800.00 10 203.210 3/8" 9.5mm Hot Mix Asphalt 310 TON 110.00 34 100.00 11 403.209 3/8" 9.5mm HMA sidewalks 125 TON 175.00 21 875.00 12 409.15 Bituminous Tack Coat Applied 100 GAL 17.00 1700.00 13 603.10 10" Storm Drain 100 LF 60.00 6,000.00 14 603.159 12" Storm Drain 70 LF 62.00 4,340.00 15 604.092 Catch Basin Type BI -C 41 VF 450.00 18,45 .00 16 604.15 Drain Manhole 26 VBF 550.00 14 300.00 17 604.18 Adjusting Manhole or CB to Grade 2 EA 900.00 1,800.00 18 605.09 6" Underdrain 390 LF 43.00 16 770.00 19 605.11 12" Type C Underdrain 170 LF 80.00 13 600.00 20 608.26 Detectable Warning Field SW rams 120 SF 32.00 3,840.00 21 609.11 Vert. Curb Type 1 - Granite 1,008 LF 32.00 32 256.00 22 609.38 Vert. Curb Remove Reset 150 LF 16.00 2,400.00 23 615.07 Loam 1601 CY 28.00 4,480.00 24 1618.13 Seeding Method No. 1 201 UNIT 12.00 240.00 25 619.12 Mulch 20 UNIT 12.00 240.00 26 621.10 Deciduous Treet 2" Cal Min. 7 EA 275.00 1,925.00 27 626.34 Pedestiran Signal Pole Foundation 4 EA 1000.00 4000.00 28 626.34 Signal Pole Foundation 4 EA 1850.00 71400.00 29 626.35 Controller Cabinet Foundation 1 EA 1000.00 1,00 .00 30 627.7114" White or Yellow Pvt. Marking Line 2,650 LF 0.22 583.00 31 627.75 White or Yellow Pvt./Curb Markin 1,1-2-0- SF 0.80 896.00 32 627.95 Textured Pavement Crosswalk 2,160 SF 14.00 30 240.00 33 629.05 Hand Labor 10 MH 30.00 300.00 34 631.12 All Purpose Excavator 101 MH 105.00 1050.00 35 631.172 Truck - Large 10 MH 58.00 580.00 36 643.72 Temporary Traffic Signals 1 LS 7500.00 7,500.00 37 643.80 Traffic Signals at Intersection 1 LS 100 000.00 100 000.00 38 645.00 Remove & Reset Sin 4 EA 400.00 1,600.00 39 645.12 Overhead Signs w hardware 104 SF 35.00 3,6 0.00 40 645.25 Roadside Sin 20 SF 45.00 900.00 41 645.28 Sign Post 2 EA 200.00 400.00 42 652.36 Maintenance of Traffic 1 LS 121000 00 12 000.00 43 652.38 Flagger 900 MH 22.00 19 800.00 44 659.10 Mobilization Not to Exceed 5% 1 LS 21 500.00 21150 .00 Total Project Bid: 664 880.00