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HomeMy WebLinkAbout2012-03-12 12-114 ORDERCOUNCIL ACTION Date: March 12, 2012 Item No. 12 114 Item/Subject: Order, Authorizing Bid Award in the Amount of $5,084,036.78 to Sargent Corporation for Reconstaacfion of General Aviation Apron - Phase 1 Responsible Department: Airport Commentary: On February 22, 2012 the City received three (3) bids for the reconstruction of the General Aviation Apron - Phase I. The prices ranged from $5,084,036.78 to 6,970,393 (see attached bid tabulation). Jacobs, the Airport's engineering consultant and City staff have reviewed all bids received and recommend the contract be awarded to Sargent Corporation, the low Bidder. On March 5, 2012, the Finance Committee unanimously approved staff recommendation to award the bid to Sargent Corporation in the amount of $5,084,036.78. The contract award recommendation must be reviewed and approved by the City Council as it is over $100,000. Manager's Comments: Associated Information: Order, Bid Tabulation Budget Approval: Legal Approval: Introduced for X Passage First Reading Referral Department Head / I 1 , MIN , City-k—anager Finance Director City Solicitor Page _ of _ Assigned to Councilor - Longo GI~TY OF BANGOR (TITLE.) Order, Authorizing Bid Award in the Amount of $5,0841,036.78 to Sargent Corporation for Reconstruction of General Aviation Apron - Phase 1 6y tfre Oty Council of ffie Oty ofBangor.- 12 114 March 12,2012 ORDERED, THAT Deborah Cyr, Finance Director is hereby authorized to issue a contract to Sargent Corporation for the reconstruction of the General Aviation Apron in the amount of $5,084,036.78 IN CITY COUNCIL MARCH 12, 2012 MOTION MADE AND SECONDED FOR PASSAGE PASSED ORDER CmLE,)AUTHORIZING BID AWARD IN THE AMOUNT OF 5,084,036.78 TO SARGENT CORPORATION FOR RECONSTRUCTION OF Assigned to Councilor- 12 114 City of Bangor Bid Tabulation: Reconstruct General Aviation Apron - Phase 2 Bid Opening: 02/22/12 Page 1 ^�� �•� Sargent Corporation Stillwater ME Lane Construction CheshireCT Pike Industries Fairfield ME Item Description M-001-1 IlMobilization - Base Bid M-001-6 As -Build Plans M-001-7 IPurchase Construction Barricades, Li hts & Fla s M-002-1 Contractor's Safety Plan Compliance Document M-003-1 IBiturninous Concrete Sawed Control Joint M-004-1 lContaminated Soil Removal and Replacement M-005-1 lVariable Depth Milling M-006-1 I Bituminous Concrete Crack Rem ir Type A M-006-2 I Bituminous Concrete Crack Repair Type 8 M-006-3 Bituminous Concrete Crack Repair Type C M-008-1 Aircraft Tie Down M-009-1 Bollards M-010-1 Clean Pie M-010-2 Video Pie P-152-2 Rock Excavation P-152-3 Structure Removal Qty. Unit 1 LS 1 FLS 1 LS 1 LS 5,350 LFLS 101 CY 68,3501 SY 6,5001 LF 17,0001 LF 450 LF 96 EA 4 EA 850 LF 850 LF 10 CY 7 EA Unit Price 105 000.00 3,000.00 20,000.00 2,000.00 2.59 275.00 1.75 0.75 1.76 2.42 654.50 800.00 4.95 2.48 175.00 325.00 Total Price 105 000.00 3000.00 20 000.00 2,000.00 13 856.50 2,750.00 119 612.50 4,875.00 29 920.00 1,089.00 62832.00 3,200.00 4,207.50 2,108.00 1,750.00 2,275.00 Unit Price 100 000.00 3,000.00 51 400.00 15 000.00 5.00 50.00 1.75 0.85 2.15 12.00 95.00 850.00 1.85 1.95 50.00 600.00 Total Price 100 000.00 3,000.00 51 400.00 15 000.00 26 750.00 500.00 119 612.50 5,525.00 36 550.00 5,400.00 9120.00 3,400.00 1,572.50 1,657.50 500.00 4,200.00 Unit Price 150 000.00 3,000.00 10,500.00 6,500.00 3.50 350.00 3.10 1.50 3.00 4.50 950.00 1,200.00 2.15 1.90 160.00 5,000.00 Total Price 150 000.00 3,000.00 10 500.00 6,500.00 18 725.00 3,500.00 211 885.00 9,750.00 51 000.00 2,025.00 91200.00 4 800.00 1,827.50 1,615.00 1,600.00 35 000.00 P-152-4 Remove Existing Aircraft Tie -Down 931 EA 150.00 13 950.00 90.00 8,370.00 1,000.00 93 000.00 P-152-5 Remove Existing Drain Pie 1,240 LS 24.00 29 760.00 18.00 22 320.00 40.00 49 600.00 P-152-6 lRemove Existing Under Drain Pie 140 LS 18.00 2,520.00 18.00 2,520.00 27.00 3,780.00 P-152-7 lRemove Existing Foundation 1 IS 45 000.00 45 000.00 20 000.00 1 20 000.00 55 000.00 55 000.00 P-152-8 lUtility Investigation Excavation 1 AL 10 000.00 10 000.00 10 000.00 1 10 000.00 10 000.00 10 000.00 P-153-1 lControlled Low Strength Material CLSM 10 CY 100.00 1,000.00 90.00 1 900.00 150.00 1,500.00 P-154-1 ISubbase Course 1,230 CY 24.00 29 520.00 45.00 55 350.00 36.00 44 280.00 P-156-1 lInlet Protection 17 EA 150.00 2,550.00 175.00 2,975.00 1,000.00 17 000.00 P-156-3 IMaine Construction General Permit App. & Monitor 1 LS 10 000.00 10 000.00 5,000.00 5,000.00 3,000.00 3,000.00 P-209-1 lCrushed 89ciregate Base Course 225 CY 36.00 8,100.00 70.00 15 750.00 70.00 15 750.00 P-401-1 IBiturninous Concrete Pavement Top Course 6 750 TON 85.80 579 150.00 78.00 526 500.00 118.00 796 500.00 P-403-1 IBituminous Concrete Pavement Leveling & Base 8,85 TON 81.40 720 390.00 74.00 654 900.00 100.00 1 885 000.00 P-603-1 Bituminous Tack Coat 12,000 GAL 3.96 47 520.00 3.60 43 200.00 3.00 1 36 000.00 P-620-1 Permanent Paint Markings 22,000 SF 0.88 19 360.00 0.85 18 700.00 1.00 22 000.00 P-620-2 Temporary Paint Markings 14,5001 SF 0.77 11 165.00 0.75 10 875.00 1.00 14 500.00 P-620-3 Paint Marking Removal 7,0001 SF 0.94 6,580.00 0.90 6,300.00 1.00 7,000.00 P-631-1 Refined Coal Tar Emulsion w Additives for Slurry Coat 62,00 SY 1.05 65 100.00 1.25 77 500.00 1.30 80 600.00 D-705-1 Under Drain 860 LF 28.00 24 080.00 30.00 25 800.00 30.00 25 800.00 D-705-2 Under Drain Cleanout 2 EA 1,200.00 2,400.00 315.00 630.00 1,350.00 2,700.00 D-751-6 Adjust Existing Structure to Grade 4 EA 1,000.00 4,000.00 300.00 1,200.00 640.00 2,560.00 E-100-1 lNew Hiah Mast Light and Pole #1 1 LS 80 000.00 80 000.00 100 000.00 100 000.00 125 000.00 125 000.00 E-100-2 New High Mast Light and Pole #2 1 LS 80 000.00 80 000.00 100 000.00 100 000.00 125 000.00 125 000.00 E-100-3 New High Mast Light Fixtures 1 LS 10 000.00 10 000.00 20 000.00 20 000.00 20 000.00 20 000.00 E-100-4 Work by Bangor Hydro 1 AL 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 E-104-1 2: One Way PVC Duct Concrete Encased 160 LF 4.50 720.00 6.00 960.00 6.00 960.00 E-104-2 2 1/2" One Way PVC Duct Unencased 220 LF 5.00 1,100.00 7.00 1,540.00 7.00 1,540.00 E-104-3 2 1/2" One Way PVC Duct Concrete Encased 440 LF 6.00 2,640.00 8.00 1 3,520.00 8.00 3,520.00 E-104-4 1 1/2" One Way pace Duct Unencased 120 LF 3.00 360.00 4.00 480.00 4.50 540.00 E-104-5 11 1/2" One Way PVC Duct Concrete Encased 55 LF 4.00 220.00 5.00 275.00 5.50 302.50 E-105-1 1/C #4/0 G600V Cable 2,650 LF 5.00 13 250.00 7.00 18 550.00 7.00 18 550.00 E-105-2 1 C #1AWG 600V Cable 6501 LF 2.50 1,625.00 3.00 1,950.00 3.50 2,275.00 E-105-3 1/C #4AWG 600V Cable 700 LF 1.50 1,050.00 2.00 1,400.00 2.00 1,400.00 E-105-5 1/C #8AWG 600V Cable 175 LF 1.00 175.00 1.15 201.25 1.20 210.00 Total Base Bid: 2,206,760.50 2 146 853.75 3,072,795.00 Additive Alternate No. 1 M-002-1 Mobilization - Alternate No. 1 1 LS 56 800.00 56 800.00 65 000.00 65,000.00 72,000.00 72,000.00 M-003-1 I Bituminous Concrete Sawed Control Joint 2,700 LF 2.59 6,993.00 5.00 13,500.00 3.50 9,450.00 M-003-2 JPCC Pavement Sawed Control Joint 1,700 LF 3.58 6,086.00 15.00 25,500.00 6.00 10,200.00 M-004-1 lContaminated Soil Removal and Replacement 101 CY 275.00 2,750.00 50.00 500.00 250.00 2,500.00 W0074 Rapid Draining Material 2,750 CY 42.00 115 500.00 70.00 192,500.00 75.00 206 250.00 P-152-1 Unclassified Excavation 15,175 CY 10.00 151 750.00 7.25 110 018.75 16.00 242 800.00 P-152-2 Rock Excavation 10 CY 175.00 1,750.00 38.00 380.00 150.00 1 1,500.00 P-152-3 Structure Removal 1 EA 325.00 325.00 600.00 600.00 4,000.00 4,000.00 P-152-5 Remove Existing Drain Pipe 290 LF 24.00 6,960.00 18.00 5,220.00 40.00 11 600.00 P-152-6 Remove Existing Under Drain Pipe 395 LF 18.00 7,110.00 18.00 . 7,110.00 31.00 12 245.00 P-153-1 Controlled Low Strength Material CLSM 10 CY 100.00 1,000.00 90.00 900.00 150.00 1,500.00 P-154-1 ISubbase Course 7,8001 CY 24.00 187 200.00 45.00 351 000.00 34.00 265 200.00 P-209-1 lCrushed Aggregate Base Course 3,035 CY 36.00 109,260.00 70.00 1 212 450.00 50.00 151 750.00 P-401-1 Bituminous Concrete Pavement Top Course 1,280 TON 85.80 109 824.00 78.00 99 840.00 115.00 147 200.00 P-403-1 Bituminous Concrete Pavement Leveling & Base Course 1,915 TON 81.40 155,881.00 74.00 141710.00 100.00 191 500.00 P-501-1 Portland Cement concrete Pavement 1,800 SY 120.00 216 000.00 99.00 178 200.00 32.00 57 600.00 P-603-1 Bituminous Tack Coat 1,120 Gal 3.96 4,435.20 3.60 4,032.00 3.00 3,360.00 P-620-1 Permanent Paint Markings 1,900 SF 0.88 1,672.00 0.85 1,615.00 1.00 1,900.00 P-620-2 Temporary Paint Markings 700 SF 0.77 539.00 0.75 525.00 1.00 700.00 P-631-1 Refined Coal Tar Emulsion w/Additives for Slurry Coat 111 750 SY 1.05 12 337.50 1.25 14 687.50 1.30 15 275.00 D-705-1 Under Drain 1,300 LF 28.00 36,400.00 30.00 39 000.00 27.00 35,100.00 D-705-2 Under Drain Cleanout 3 EA 1,200.00 3 600.00 315.00 945.00 1 500.00 4500.00 Total Alternate No. 1 1 194,172.70 1,465,233.2S 1 130.00 1.2 144 Pae 2 Additive Alternate No. 2 M-001-3 IMobilization - Alternate No. 2 M-003-1 Bituminous Concrete Sawed Control Joint M-003-2 PCC Pavement Sawed Control Joint M-004-1 Contaminated Soil Removal and Replacement M-007-1 Rapid DrainingMaterial P-152-1 Unclassified Excavation P-152-2 Rock Excavation P-152-3 Structure Removal P-152-5 Remove Existing Drain Pipe P-152-6 lRemove Existing Under Drain Pipe P-153-1 lControlled Low Strength Material CLSM 1 3 500 125 10 1,300 6 725 951 11 1701 1,080 250 dLF CY CY CY CY EA LF LF CY 52,400.00 2.59 3.58 275.00 42.00 10.00 175.00 325.00 24.00 18.00 100.00 4110 9,065.00 447.50 2,750.00 54 600.00 67,250.00 16,625.00 325.00 4,080.00 19 440.00 25 000.00 30 000.00 5.00 15.00 50.00 70.00 7.25 38.00 600.00 12.00 12.00 90.00 30,000.00 17,500.00 1,875.00 500.00 91 000.00 48 756.25 3,610.00 600.00 2,040.00 12 960.00 22 500.00 76 000.00 3.50 12.00 250.00 80.00 11.00 275.00 4,000.00 40.00 32.00 150.00 76 000.00 12250.00 1,500.00 2,500.00 104,000.00 73 975.00 26 125.00 4,000.00 6,800.00 34 560.00 37 500.00 P-154-1 ISubbase Course P-209-1 lCrushed Aggregate Base Course P-401-1 Bituminous Concrete Pavement Too Course 3,600 CY 1,450 CY 680 TON 24.00 36.00 85.80 86 400.00 52 200.00 58 344.00 45.00 70.00 78.00 162 000.00 101 500.00 53 040.00 40.00 58.00 120.00 144 000.00 84,100.00 81600.00 P-403-1 Bituminous Concrete Pavement Leveling & Base Course P-603-1 Bituminous Tack Coat 1,030 TON 635 GAL 81.40 4.40 83,842.00 2,794.00 74.00 4.00 76 220.00 2,540.00 115.00 3.00 118,450.00 1,905.00 P-620-1 Permanent Paint Marking P-620-2 Temporary Paint Marking 1,9001 8501 SF SF 0.88 0.77 1 1,672.00 654.50 0.85 0.75 1,615.00 637.50 1.00 1.00 1,900.00 850.00 P-631-1 Refined Coal Tar Emulsion w/Additives for Slu Coat D-701-3 24" Reinforced Concrete Pi Class V 5,900 250 SY LF 1.05 100.00 6,195.00 25,000.00 1.25 55.00 7,375.00 13,750.00 1.50 75.00 8,850.00 18 750.00 D-701-4 36" Reinforced Concrete Pipe Class IV 260 LF 120.00 31 200.00 65.00 16 900.00 145.00 37 700.00 D-701-5 42" Reinforced Concrete Pipe Class III 185 LF 150.00 27 750.00 75.00 13 875.00 155.00 28 675.00 D-701-6 48" Reinforced Concrete Pipe Class III 35 LF 175.00 6,125.00 125.00 4,375.00 205.00 7,175.00 D-701-8 14" Ductile Iron Pipe 80 LF 140.00 11 200.00 110.00 8,800.()0 260.00 20 800.00 D-701-9 14" Flap Valve 7 EA 2,500.00 17,500.00 3,200.00 22 400.00 4,700.00 32 900.00 D-705-1 Under Drain 8501 LF 28.00 23 800.00 30.00 2S,500.00 35.00 29 750.00 D-705-2 Under Drain Cleanout 21 EA 1,200.00 2,400.00 500.00 1,000.00 1,600.00 3,200.00 D-751-2 6 Ft. Diameter Manhole 21 EA 10 000.00 20 000.00 7,500.00 15,000.00 8,000.00 16 000.00 D-751-3 8 Ft. Diameter Manhole 4 EA 18 000.00 72 000.00 14 000.00 56,000.00 16 000.00 64 000.00 13-751-5 Oil/Water Separator 1 EA 10 000.00 1 10 000.00 15 000.00 15 000.00 9,000.00 9,000.00 D-751-6 lAdjust Existing Structure to Grade 1 EA 1,000.00 1,000.00 300.00 300.00 475.00 475.00 D -751A-1 Trench Drain 815 TF 280.00 228 200.00 325.00 1 264 875.00 540.00 440 100.00 E-104-5 1 1/2" One Way PVC Dust Concrete Encased 120 LF 4.00 480,00 5.00 600.00 5.50 660.00 E-104-7 1/C #8 AWG. 5000V Cable 1,100 LF 1.00 1,100.00 1.00 1,100.00 1.30 1430.00 E-110-1 Light Base 5 EA 2,000.00 10 000.00 2,500.00 12,500.00 3,000.00 15,0D0.00 Total Alternate No. 21 1 1,031,839.00 1,108,243.75 146 5 0.00 Additive Alternate No. 3 M-001-4 IMobilization Alternate No. 3 11 LS 17 800.00 17 800.00 15,000.00 15 000.00 27 000.00 27 000.00 M-003-1 Bituminous Concrete Sawed Control Joint 1,3501 LF 2.59 1 3,496.50 5.00 6,750.00 6.50 8,775.00 M-004-1 Contaminated Soil Removal and Replacement 10 CY 275.00 2,750.00 50.00 500.00 250.00 2,500.00 P-152-1 Unclassified Excavation 4,675 CY 10.00 46,750.00 7.25 33 893.75 13.50 63,112.50 P-152-2 Rock Excavation 10 CY 175.00 1,750.00 38.00 380.00 180.00 1,800.00 P-152-3 Structural Removal 1 EA 325.00 325.00 600.00 600.00 4,000.00 4,000.00 P-152-5 Remove Existing Drain Pipe 75 LF 24.00 1,800.00 12.00 900.00 50.00 3,750.00 P-152-6 Remove Existing Under Drain 75 LF 18.00 1,350.00 12.00 900.00 42.00 3,150.00 P-153-1 Controlled Low Strength Material CLSM 10 CY 100.00 1,000.00 90.00 900.00 150.00 1,500.00 P-154-1 Subbase Course 3,2001 CY 24.00 76,800.00 35.00 112 000.00 45.00 144 000.00 P-156-1 Inlet Protection 1 EA 150.00 150.00 240.00 240.00 250.00 250.00 P-156-2 Silt Fence 1,150 LF 5.00 5,750.00 3.50 4,025.00 3.00 3,450.00 P-209-1 Crushed Aggregate Base Course 1,000 CY 36.00 36 000.00 70.00 70 000.00 55.00 55 000.00 P-403-1 Bituminous Concrete Pavement Leveling & Base Course 765 TON 81.40 62 271.00 74.00 56,610.00 110.00 84 150.00 P-620-1 Permanent Paint Markings 1,250 SF 0.88 1,100.00 0.85 1,062.50 1.00 1,250.00 P-631-1 lRefined Coal Tar Emulsion w/Additives for Slurry Coat 4,030 SY 1.05 4,231.50 1.25 5,037.50 1.30 5,239.00 D-701-1 18" Reinforced Concrete Pipe Class III 215 LF 80.00 17 200.00 50.00 10 750.00 67.00 14 405.00 D-701-2 24" Reinforced Concrete Pipe Class III 235 LF 100.00 23 500.00 65.00 15,275.00 78.00 18,330.00 D-701-8 14" Ductile Iron Pipe 30 LF 140.00 4,200.00 110.00 3,300.00 260.00 7,800.00 D-705-1 jUnder Drain 675 LF 28.00 18,900.00 25.00 16,875.00 35.00 23,625.00 D-705-2 jUnder Drain Cleanout 2 EA 1,200.00 2,400.00 300.00 600.00 1,700.00 3,400.00 D-751-2 16 ft. Diameter Manhole 1 EA 10 000.00 10 000.00 8,000.00 8,000.00 11 000.00 11000.00 D-751-4 16 ft. Diameter Catch Basin 1 EA 9,000.00 9,000.00 8,000.00 8,000.00 11000.00 11000.00 D-751-5 Oil/Water Separator 1 EA 10 000.00 10 000.00 15 000.00 15 000.00 8,300.00 8,300.00 D-751-7 14 ft. Diameter Catch Basin 11 EA 7,000.00 7,000.00 6,000.00 6,000.00 8,500.00 8,500.00 E-104-1 2" One Way PVC Dud Concrete Encased LF 4.50 45.00 6.00 60.00 6.50 65.00 E-105-7 1/C #8 AWG 5000V Cable LF 1.00 285.00 1.00 285.00 3.00 855.00 E-110-1 Light Base EA 2,000.00 4,000.00 2,500.00 5,000.00 3000.00 6,000.00 T-905-1 To it 4415 SY 3.00 6,000.00 4.25 8,500.00 12.00 24 000.00 Total Alternate No. 3 375,854.00 406,443.7S 546 206.50 Additive Alternate No. 4 M-001-5 Mobilization - Alternate No. 4 LS 13 800.00 13 800.00 10 000.00 10,000.00 17 000.00 17 000.00 M-003-1 Bituminous Concrete Sawed Control Joint LF 2.59 1,074.85 5.00 2,075.00 12.00 4,980.00 M-004-1 Contaminated Soil Removal and Replacement 101 CY 275.00 2,750.00 50.00 500.00 250.00 2,500.00 M-009-1 Bollards 10 EA 800.00 8,000.00 850.00 8,500.00 1,200.00 12 000.00 M-009-2 Wheel Stops 4 EA 150.00 600.00 195.00 780.00 300.00 1,200.00 M-009-3 Skins 20 SF 24.00 480.00 50.00 1,000.00 50.00 1,000.00 P-152-1 Unclassified Excavation 1,700 CY 10.00 17 000.00 7.25 12,325.00 13.00 22,100.00 P-152-2 Rock Excavation 10 CY 175.00 1,750.00 38.00 380.00 180.00 1800.00 P-152-3 Structural Removal 1 EA 325.00 325.00 600.00 600.00 1300.00 1,300.00 P-152-5 Remove ExistingDrain Pi 80 LF 24.00 1,920.00 12.00 960.00 40.00 3,200.00 P-153-1 Controlled Low Strength Material CLSM 10 CY 100.00 1,000.00 90.00 900.00 150.00 1,500.00 P-154-1 Subbase Course 1,2 CY 24.00 28 800.00 45.00 54 000.00 45.00 54,000.00 P-209-1 Crushed Aggregate Base Course 335 CY 36.00 12,060.0 70.00 23,450.00 55.00 1 18 425.00 12 114 Pae 3 Additive Alternate No. 4 cont. P-403-1 Bituminous Concrete Pavement Leveling & Base Course P-603-1 Bituminous Tack Coat P-620-1 Permanent Paint Markinas 370 TON 145 GAL 385 SF 81.40 13.20 0.88 30 118.00 1,914.00 338.80 74.00 12.00 0.85 27,380.00 1,740.00 327.25 136.00 3.00 1.00 50 320.00 435.00 385.00 P-620-2 Temporary Paint Markings 385 SF 0.77 296.45 0.75 288.75 1.00 385.00 P-631-1 Refined Coal Tar Emulsion w/Additives for Slur Coat 2,450 SY 1.05 2,572.50 1.25 3,062.50 1.30 3 185.00 D-701-1 18" Reinforced Concrete Pipe Class III 85 LF 80.00 1 6,800.00 45.00 3,825.00 58.00 4,930M D-701-7 10" Ductile Iron Pipe 130 LF 120.00 15 600.00 7.50 975.00 215.00 27 950.00 D-701-10 10" Oil Stop Valve D-705-1 Under Drain 2 2201 EA LF 7,000.00 28.00 14,000,00 6,160.00 8,000.00 30.00 16,000.00 6,600.00 5,000.00 35.00 10 000.00 7,700.00 D-705-2 Under Drain Cleanout D-751-1 4 ft Diameter Manhole 2 1 EA EA 1,200.00 7000.00 2400.00 7,000.00 300.00 6,000.00 600.00 6,000M 2,000.00 8,500.00 4,000.00 8,500.00 D-751-2 6 ft Diameter Manhole D-751-5 Oil/Water Separator 2 1 EA EA 10 000.00 10 000.00 20,000.00 10 000.00 9,000.00 16 000.00 18,000M00 16,000M 10 000.00 8,300.00 20,000.00 8,300.00 D-751-7 14 R. Diameter Catch Basin 2 EA 6000.00 12 000.00 6,500.00 13,000M 8,500M 17,000M F-162-1 lChain Link Fence 445 LF 85.80 38,181.00 58.00 25,810.00 57.00 25 365.00 F-162-2 lChain Link Vehicle Gate F-162-3 lChain Link Pedestrian Gate 2 21 EA EA 2,750.00 687.50 1 5,500.00 1,375.00 1,800.00 1,200.00 3,600M 2,400.00 1800.00 1,200M 3,600.00 2,400.00 E-1044 11/2" One Way PVC Duct Unencased 135 LF 3.00 405.00 4.00 540.00 4.50 607.50 E-104-5 1 1/2" One Way PVC Duct Encased 190 LF 4.00 760.00 5.00 950.00 5.50 1,045M E-105-2 1/C #1 AWG 600V Cable 500 LF 2.50 1,250.00 3.00 1,500.00 3.40 1700.00 E-105-3 1/C #4 AWG, 600V Cable 1,400 LF 1.50 2,100.00 2.00 2,800.00 2.00 2,800.00 E-105-5 1/C #8 AWG, 600V Cable 130 LF m 1.00 130.00 1.00 130.00 1.30 169.00 E-106-1 Outdoor Receptacle Assembly No. 1 1 LS 1,500.00 1,500.00 1,700.00 1700.00 1800.00 1,800M00 E-106-2 Outdoor R tacle Assembly No. 2 1 M LS 1,500.00 1,500.00 1,700.00 1700.00 1,800.00 1,800.00 E-107-1 IPanel Board Installation 1 LS 7,000.00 7,000.00 7,500.00 7,500.00 7,800.00 7,800.00 T-905-1 Topsoil 300 SY 3.00 900.00 4.25 1,275.00 12.00 3,600M Total Alternate No. 4 279 360.60 279 173.50 356 781.50 Total Bid S,087,986.80 5 405 948.00 6,970r39100 Overage on Alt #2 M-001-3 (3,428.05) Overage on Alt #4 M-001-5 (521.97) Revised Bid: 5,084,036.78