PROJECT NAME 3RD STREET - INDIANA STREET TO RECORD AVENUE PROJECT ID RDC0015034 Engineer's Estimate (1) Sully-Miller Contracting Company (2) TORO ENTERPRISES, INC. (3) Sequel Contractors, Inc. (4) All American Asphalt 1,603,757.00 1,604,376.90 1,678,034.25 1,708,000.00 1 CONSTRUCTION SCHEDULE 6 500.00 MTH 2 PARTNERING (ALLOWANCE OF 10000 AL 10,000.00 3 EARLY COMPLETION INCENTIV 20 WD 60,000.00 4 STORM WATER POLLUTION PR 1 10,000.00 LS 10,000.00 5 IMPLEMENTATION OF THE SWP 1 10,000.00 LS 10,000.00 6 OFFICE FACILITIES 1 30,000.00 LS 30,000.00 7 MOBILIZATION 1 105,000.00 LS 105,000.00 8 TRAFFIC CONTROL (PHASE I) 1 5,000.00 LS 5,000.00 9 TRAFFIC CONTROL (PHASE II) 1 5,000.00 LS 5,000.00 10 STEEL TRAFFIC PLATES 1 2,500.00 LS 2,500.00 11 FLASHING ARROW SIGN 2 6,000.00 EA 12,000.00 12 CHANGEABLE MESSAGE SIGN 2 12,000.00 EA 24,000.00 13 INDUCTIVE LOOP DETECTOR A 305 10.00 LF 3,050.00 14 DETAIL 21 (TWO-COAT PAINT) 70 3.00 LF 210.00 15 DETAIL 22 (TWO-COAT PAINT) 245 1.50 LF 367.50 16 DETAIL 25 (TWO-COAT PAINT) 5325 0.40 LF 2,130.00 17 DETAIL 29 (TWO-COAT PAINT) 22 3.00 LF 66.00 18 DETAIL 38 (TWO-COAT PAINT) 800 2.00 LF 1,600.00 19 DETAIL 40 (TWO-COAT PAINT) 120 3.50 LF 420.00 20 DETAIL 41 (TWO-COAT PAINT) 160 2.00 LF 320.00 21 DETAIL 9 (TWO-COAT PAINT) 1410 0.80 LF 1,128.00 22 PAVEMENT MARKINGS (TWO-C 376 3.00 SF 1,128.00 23 12" STRIPING (TWO-COAT PAIN 1205 3.00 LF 3,615.00 24 CURB MARKINGS (ONE-COAT P 895 2.50 LF 2,237.50 25 REMOVE DETAIL 40 60 2.00 LF 120.00 26 CLEARING AND GRUBBING 1 10,000.00 LS 10,000.00 27 TREE REMOVAL 32 1,000.00 EA 32,000.00 28 CONCRETE REMOVAL (NON-REI 2404 80.00 CY 192,320.00 29 UNCLASSIFIED EXCAVATION 6056 55.00 CY 333,080.00 30 SAW CUT CONCRETE 77 15.00 LF 1,155.00 31 CRUSHED MISCELLANEOUS BA 6813 45.00 CY 306,585.00 32 AC PAVEMENT 5091 90.00 TON 458,190.00 465.00 2,600.00 4,200.00 3 1 1 7,600.00 6,700.00 1 12.00 0.26 1 0.55 0.33 1.37 1.32 660.00 48.00 43.25 1 20.00 67.00 2,790.00 10,000.00 60,000.00 2,600.00 4,200.00 3 1 1 7,600.00 13,400.00 26,000.00 3,660.00 77.00 269.50 1,384.50 242.00 440.00 132.00 176.00 465.30 515.12 1,590.60 984.50 66.00 21,120.00 115,392.00 261,922.00 847.00 136,260.00 341,097.00 650.00 3,900.00 10,000.00 60,000.00 2,500.00 2,500.00 8,000.00 8,000.00 7,000.00 7,000.00 85,000.00 85,000.00 17,500.00 17,500.00 5,000.00 10,000.00 6,000.00 12,000.00 1 3,355.00 0.35 24.50 1.05 257.25 0.30 1,597.50 1.05 23.10 0.45 360.00 0.45 54.00 0.65 104.00 0.30 423.00 2.10 789.60 1.65 1,988.25 0.65 581.75 10.00 600.00 7,000.00 7,000.00 500.00 16,000.00 49.50 118,998.00 24.00 145,344.00 10.00 770.00 24.25 165,215.25 82.00 417,462.00 1,000.00 6,000.00 10,000.00 60,000.00 3 3 50,000.00 50,000.00 30,000.00 30,000.00 12,000.00 12,000.00 7,000.00 14,000.00 9,000.00 18,000.00 10.00 3,050.00 2.00 140.00 1.50 367.50 0.45 2,396.25 3.00 66.00 0.70 560.00 120.00 160.00 0.50 705.00 3.00 1,128.00 1.80 2,169.00 2.25 2,013.75 3.00 180.00 75,000.00 75,000.00 1,200.00 38,400.00 60.00 144,240.00 36.00 218,016.00 8.00 616.00 24.00 163,512.00 67.00 341,097.00 500.00 10,000.00 60,000.00 21,674.77 21,674.77 4,500.00 4,500.00 1,500.00 6,000.00 11.50 3,507.50 1.38 96.60 1.02 249.90 0.41 2,183.25 2.29 50.38 0.66 528.00 0.77 92.40 0.77 123.20 0.46 648.60 2.50 940.00 1.79 2,156.95 2.28 2,040.60 1.53 91.80 60,000.00 60,000.00 610.00 19,520.00 6 146,644.00 36.00 218,016.00 7.00 539.00 33.00 224,829.00 78.00 397,098.00 1,024.53 4,326.47 9,207.02 14,718.10 87,043.86 41,727.77 30,277.20 7,858.37 4,147.99 6,384.49 11.75 1.17 1.09 0.45 4.10 0.67 1.13 0.56 2.27 1.79 1.56 6.15 101,506.88 568.89 57.01 35.72 7.50 29.91 75.67
PROJECT NAME 3RD STREET - INDIANA STREET TO RECORD AVENUE PROJECT ID RDC0015034 Engineer's Estimate (1) Sully-Miller Contracting Company (2) TORO ENTERPRISES, INC. (3) Sequel Contractors, Inc. (4) All American Asphalt 1,603,757.00 1,604,376.90 1,678,034.25 1,708,000.00 33 AC PAVEMENT(DRIVEWAYS) 2 200.00 TON 400.00 34 RECONSTRUCT MANHOLE 20 2,000.00 EA 40,000.00 35 PCC PAVEMENT 21 400.00 CY 8,400.00 36 CURB DRAIN PER STD PLAN 150 1 4,000.00 EA 4,000.00 37 CURB DRAIN, N=1, JOIN AT R/W 12 1,000.00 EA 12,000.00 38 CURB DRAIN, N=2, JOIN AT R/W 4 1,500.00 EA 6,000.00 39 CURB DRAIN, N=3, JOIN AT R/W 1 2,000.00 EA 2,000.00 40 ADJUST EXISTING HW GATE 1 2,000.00 EA 2,000.00 41 PCC CURB, TYPE A1-6 18 40.00 LF 720.00 42 PCC CURB, TYPE A1-VAR 101 40.00 LF 4,040.00 43 PCC CURB & GUTTER, TYPE A2-3009 20.00 LF 60,180.00 44 PCC CURB & GUTTER, TYPE A2-253 30.00 LF 7,590.00 45 PCC CURB & GUTTER, TYPE A2-827 40.00 LF 33,080.00 46 PCC CURB & GUTTER, TYPE A2-41 40.00 LF 1,640.00 47 PCC WALK, DRIVES & CURB RA 27087 6.00 SF 162,522.00 48 PCC WALK & DRIVES, 6" THICK 5510 10.00 SF 55,100.00 49 DETECTABLE WARNING SURFA 327 50.00 SF 16,350.00 50 CROSS GUTTER 55 300.00 CY 16,500.00 51 CROSS GUTTER (MOD) 15 350.00 CY 5,250.00 52 IRRIGATION SYSTEM 1 83,012.00 LS 83,012.00 53 IMPORTED TOPSOIL 32 45.00 CY 1,440.00 54 90 DAY PLANT ESTABLISHMENT 1 500.00 LS 500.00 55 TREE WELL, TYPE 4 (PER DETAI 32 250.00 EA 8,000.00 56 TREE PLANTING (PER DETAIL 3, 32 385.00 EA 12,320.00 57 TREE WELL COVERS (4'x4', 2 PI 32 900.00 EA 28,800.00 1,100.00 1,400.00 362.00 1,200.00 1,200.00 1,300.00 1,400.00 600.00 4 3 2 25.00 23.00 5 4.25 5.20 37.00 345.00 368.00 110,000.00 83.00 1,600.00 292.00 412.00 915.00 2,200.00 28,000.00 7,602.00 1,200.00 14,400.00 5,200.00 1,400.00 600.00 738.00 3,13 63,189.00 6,325.00 19,02 2,09 115,119.75 28,652.00 12,099.00 18,975.00 5,520.00 110,000.00 2,656.00 1,600.00 9,344.00 13,184.00 29,280.00 600.00 1,200.00 2,500.00 50,000.00 300.00 6,300.00 360.00 360.00 360.00 4,320.00 725.00 2,900.00 1,100.00 1,100.00 750.00 750.00 15.00 270.00 15.00 1,515.00 14.00 42,126.00 17.50 14,472.50 3.60 97,513.20 5.00 27,550.00 35.00 11,445.00 300.00 16,500.00 120,000.00 120,000.00 37.00 1,184.00 900.00 900.00 445.00 14,240.00 275.00 8,800.00 1,400.00 44,800.00 500.00 1,000.00 1,500.00 30,000.00 250.00 5,250.00 100.00 1,200.00 200.00 800.00 300.00 300.00 25.00 450.00 16.00 1,616.00 18.00 54,162.00 18.25 15,092.75 4.00 108,348.00 5.00 27,550.00 30.00 9,810.00 250.00 13,750.00 255.00 3,825.00 90,000.00 90,000.00 40.00 1,280.00 75.00 2,400.00 265.00 8,480.00 1,200.00 24,000.00 265.00 5,565.00 1,600.00 1,600.00 376.00 4,512.00 500.00 2,000.00 550.00 550.00 47.00 846.00 30.00 3,030.00 17.00 51,153.00 19.00 15,713.00 43.00 1,763.00 4.65 125,954.55 5.25 28,927.50 35.00 11,445.00 285.00 15,675.00 100,000.00 100,000.00 46.00 1,472.00 1,530.00 1,530.00 85.00 2,720.00 380.00 12,160.00 688.10 1,739.71 315.99 1,807.10 728.85 811.01 1,070.91 1,076.25 42.61 23.95 20.47 22.64 22.48 38.09 4.21 5.21 31.24 319.51 335.41 104,430.54 56.64 1,846.40 231.23 390.52 1,184.16
PROJECT NAME 3RD STREET - INDIANA STREET TO RECORD AVENUE PROJECT ID RDC0015034 Engineer's Estimate (1) Sully-Miller Contracting Company (2) TORO ENTERPRISES, INC. (3) Sequel Contractors, Inc. (4) All American Asphalt 1,603,757.00 1,604,376.90 1,678,034.25 1,708,000.00 Total Amount 2,198,066.00 1,603,757.27 1,604,376.90 1,678,034.25 1,708,000.00 (3) Local Small Business Enterprise(LSBE) Preference Amount (4) LSBE Adjusted Amount 0.00 0.00 0.00 0.00 1,603,757.27 1,604,376.90 1,678,034.25 1,708,000.00 (5) Comments APPARENT LOW BIDDER
Engineer's Estimate (5) Shawnan (6) Bannaoun Engineers Constructors (7) Gentry Brothers, Inc. (8) Alliance Streetworks, Inc. 1,717,654.00 1,721,582.70 1,799,023.00 1,862,998.00 1 CONSTRUCTION SCHEDULE 6 500.00 MTH 2 PARTNERING (ALLOWANCE OF 10000 AL 10,000.00 3 EARLY COMPLETION INCENTIV 20 WD 60,000.00 4 STORM WATER POLLUTION PR 1 10,000.00 LS 10,000.00 5 IMPLEMENTATION OF THE SWP 1 10,000.00 LS 10,000.00 6 OFFICE FACILITIES 1 30,000.00 LS 30,000.00 7 MOBILIZATION 1 105,000.00 LS 105,000.00 8 TRAFFIC CONTROL (PHASE I) 1 5,000.00 LS 5,000.00 9 TRAFFIC CONTROL (PHASE II) 1 5,000.00 LS 5,000.00 10 STEEL TRAFFIC PLATES 1 2,500.00 LS 2,500.00 11 FLASHING ARROW SIGN 2 6,000.00 EA 12,000.00 12 CHANGEABLE MESSAGE SIGN 2 12,000.00 EA 24,000.00 13 INDUCTIVE LOOP DETECTOR A 305 10.00 LF 3,050.00 14 DETAIL 21 (TWO-COAT PAINT) 70 3.00 LF 210.00 15 DETAIL 22 (TWO-COAT PAINT) 245 1.50 LF 367.50 16 DETAIL 25 (TWO-COAT PAINT) 5325 0.40 LF 2,130.00 17 DETAIL 29 (TWO-COAT PAINT) 22 3.00 LF 66.00 18 DETAIL 38 (TWO-COAT PAINT) 800 2.00 LF 1,600.00 19 DETAIL 40 (TWO-COAT PAINT) 120 3.50 LF 420.00 20 DETAIL 41 (TWO-COAT PAINT) 160 2.00 LF 320.00 21 DETAIL 9 (TWO-COAT PAINT) 1410 0.80 LF 1,128.00 22 PAVEMENT MARKINGS (TWO-C 376 3.00 SF 1,128.00 23 12" STRIPING (TWO-COAT PAIN 1205 3.00 LF 3,615.00 24 CURB MARKINGS (ONE-COAT P 895 2.50 LF 2,237.50 25 REMOVE DETAIL 40 60 2.00 LF 120.00 26 CLEARING AND GRUBBING 1 10,000.00 LS 10,000.00 27 TREE REMOVAL 32 1,000.00 EA 32,000.00 28 CONCRETE REMOVAL (NON-REI 2404 80.00 CY 192,320.00 29 UNCLASSIFIED EXCAVATION 6056 55.00 CY 333,080.00 30 SAW CUT CONCRETE 77 15.00 LF 1,155.00 31 CRUSHED MISCELLANEOUS BA 6813 45.00 CY 306,585.00 32 AC PAVEMENT 5091 90.00 TON 458,190.00 33 AC PAVEMENT(DRIVEWAYS) 2 200.00 TON 400.00 500.00 10,000.00 60,000.00 70,000.00 70,000.00 240,000.00 240,000.00 151,000.00 151,000.00 4,000.00 8,000.00 3.00 915.00 70.00 245.00 5,325.00 22.00 800.00 120.00 160.00 1,410.00 376.00 3.00 3,615.00 2.00 1,790.00 10.00 600.00 40,000.00 40,000.00 100.00 3,200.00 50.00 120,200.00 30.00 181,680.00 3.00 23 20.00 136,260.00 52.00 264,732.00 700.00 1,400.00 600.00 3,600.00 10,000.00 60,000.00 3,500.00 3,500.00 12,000.00 12,000.00 2,000.00 4,000.00 8.25 2,516.25 1.25 87.50 1.25 306.25 0.30 1,597.50 10.00 220.00 0.55 440.00 1.25 150.00 1.25 200.00 0.32 451.20 1.35 507.60 1.25 1,506.25 1.25 1,118.75 1.25 75.00 8,500.00 8,500.00 450.00 14,400.00 85.00 204,340.00 40.00 242,240.00 2.50 192.50 40.00 272,520.00 85.00 432,735.00 150.00 300.00 500.00 10,000.00 60,000.00 17 17 4,000.00 8,000.00 7,000.00 14,000.00 15.00 4,575.00 1.45 101.50 269.50 0.50 2,662.50 2.50 55.00 0.75 600.00 0.85 102.00 0.80 128.00 0.50 705.00 2.60 977.60 2.00 2,410.00 2.50 2,237.50 1.60 96.00 100,000.00 100,000.00 500.00 16,000.00 35.00 84,140.00 20.00 121,120.00 5.00 385.00 40.00 272,520.00 80.00 407,280.00 140.00 280.00 2,000.00 12,000.00 10,000.00 60,000.00 18,000.00 18,000.00 45,000.00 45,000.00 147,000.00 147,000.00 30,000.00 30,000.00 30,000.00 30,000.00 8,000.00 8,000.00 4,000.00 8,000.00 6,000.00 12,000.00 8.00 2,440.00 3.00 210.00 245.00 0.35 1,863.75 6.00 132.00 800.00 3.00 360.00 3.00 480.00 0.50 705.00 2.75 1,034.00 1,205.00 1.50 1,342.50 12.00 720.00 50,000.00 50,000.00 300.00 9,600.00 90.00 216,360.00 38.00 230,128.00 6.00 462.00 18.00 122,634.00 78.00 397,098.00 750.00 1,500.00 1,024.53 4,326.47 9,207.02 14,718.10 87,043.86 41,727.77 30,277.20 7,858.37 4,147.99 6,384.49 11.75 1.17 1.09 0.45 4.10 0.67 1.13 0.56 2.27 1.79 1.56 6.15 101,506.88 568.89 57.01 35.72 7.50 29.91 75.67 688.10
Engineer's Estimate (5) Shawnan (6) Bannaoun Engineers Constructors (7) Gentry Brothers, Inc. (8) Alliance Streetworks, Inc. 1,717,654.00 1,721,582.70 1,799,023.00 1,862,998.00 34 RECONSTRUCT MANHOLE 20 2,000.00 EA 40,000.00 35 PCC PAVEMENT 21 400.00 CY 8,400.00 36 CURB DRAIN PER STD PLAN 150 1 4,000.00 EA 4,000.00 37 CURB DRAIN, N=1, JOIN AT R/W 12 1,000.00 EA 12,000.00 38 CURB DRAIN, N=2, JOIN AT R/W 4 1,500.00 EA 6,000.00 39 CURB DRAIN, N=3, JOIN AT R/W 1 2,000.00 EA 2,000.00 40 ADJUST EXISTING HW GATE 1 2,000.00 EA 2,000.00 41 PCC CURB, TYPE A1-6 18 40.00 LF 720.00 42 PCC CURB, TYPE A1-VAR 101 40.00 LF 4,040.00 43 PCC CURB & GUTTER, TYPE A2-3009 20.00 LF 60,180.00 44 PCC CURB & GUTTER, TYPE A2-253 30.00 LF 7,590.00 45 PCC CURB & GUTTER, TYPE A2-827 40.00 LF 33,080.00 46 PCC CURB & GUTTER, TYPE A2-41 40.00 LF 1,640.00 47 PCC WALK, DRIVES & CURB RA 27087 6.00 SF 162,522.00 48 PCC WALK & DRIVES, 6" THICK 5510 10.00 SF 55,100.00 49 DETECTABLE WARNING SURFA 327 50.00 SF 16,350.00 50 CROSS GUTTER 55 300.00 CY 16,500.00 51 CROSS GUTTER (MOD) 15 350.00 CY 5,250.00 52 IRRIGATION SYSTEM 1 83,012.00 LS 83,012.00 53 IMPORTED TOPSOIL 32 45.00 CY 1,440.00 54 90 DAY PLANT ESTABLISHMENT 1 500.00 LS 500.00 55 TREE WELL, TYPE 4 (PER DETAI 32 250.00 EA 8,000.00 56 TREE PLANTING (PER DETAIL 3, 32 385.00 EA 12,320.00 57 TREE WELL COVERS (4'x4', 2 PI 32 900.00 EA 28,800.00 600.00 12,000.00 240.00 5,040.00 400.00 4,800.00 500.00 2,000.00 600.00 600.00 2,500.00 2,500.00 18.00 324.00 18.00 1,818.00 18.00 54,162.00 18.00 14,886.00 28.00 1,148.00 3.00 81,26 4.00 22,040.00 10.00 3,270.00 190.00 10,450.00 190.00 2,850.00 180,000.00 180,000.00 100.00 3,200.00 1,000.00 32,000.00 600.00 19,200.00 800.00 25,600.00 1,700.00 34,000.00 275.00 5,775.00 2,250.00 2,250.00 1,000.00 12,000.00 1,500.00 6,000.00 1,800.00 1,800.00 1,200.00 1,200.00 30.00 540.00 20.00 2,020.00 19.50 58,675.50 2 5,313.00 2 17,367.00 3.20 86,678.40 5.00 27,550.00 30.00 9,810.00 250.00 13,750.00 35,000.00 35,000.00 60.00 1,920.00 2,500.00 2,500.00 150.00 4,800.00 550.00 17,600.00 150.00 4,800.00 1,200.00 24,000.00 300.00 6,300.00 400.00 400.00 400.00 4,800.00 400.00 1,600.00 400.00 400.00 300.00 300.00 2 378.00 2 2,12 2 63,189.00 22.00 5,566.00 23.00 19,02 24.00 984.00 5.00 135,435.00 6.00 33,060.00 3.50 1,144.50 300.00 16,500.00 70,000.00 70,000.00 40.00 1,280.00 150.00 4,800.00 300.00 9,600.00 1,200.00 24,000.00 270.00 5,670.00 6,500.00 6,500.00 1,200.00 14,400.00 1,200.00 4,800.00 1,500.00 1,500.00 850.00 850.00 30.00 540.00 24.00 2,424.00 15.00 45,135.00 19.00 4,807.00 19.00 15,713.00 4.25 115,119.75 4.50 24,795.00 50.00 16,350.00 225.00 12,375.00 250.00 3,750.00 80,000.00 80,000.00 40.00 1,280.00 120.00 3,840.00 350.00 11,200.00 1,300.00 41,600.00 1,739.71 315.99 1,807.10 728.85 811.01 1,070.91 1,076.25 42.61 23.95 20.47 22.64 22.48 38.09 4.21 5.21 31.24 319.51 335.41 104,430.54 56.64 1,846.40 231.23 390.52 1,184.16 Total Amount 2,198,066.00 1,817,654.00 1,721,582.70 1,797,023.10 1,862,998.00 (3) Local Small Business Enterprise(LSBE) Preference Amount (4) LSBE Adjusted Amount 0.00 0.00 0.00 0.00 1,817,654.00 1,721,582.70 1,797,023.10 1,862,998.00 (5) Comments
Engineer's Estimate (9) Ortiz Asphalt Paving, Inc. (10) Palp, Inc. (11) Elite Bobcat Service, Inc. (12) Garcia Juarez Construction, Inc. 1,883,722.60 1,993,333.00 2,171,217.12 2,565,234.00 1 CONSTRUCTION SCHEDULE 6 500.00 MTH 2 PARTNERING (ALLOWANCE OF 10000 AL 10,000.00 3 EARLY COMPLETION INCENTIV 20 WD 60,000.00 4 STORM WATER POLLUTION PR 1 10,000.00 LS 10,000.00 5 IMPLEMENTATION OF THE SWP 1 10,000.00 LS 10,000.00 6 OFFICE FACILITIES 1 30,000.00 LS 30,000.00 7 MOBILIZATION 1 105,000.00 LS 105,000.00 8 TRAFFIC CONTROL (PHASE I) 1 5,000.00 LS 5,000.00 9 TRAFFIC CONTROL (PHASE II) 1 5,000.00 LS 5,000.00 10 STEEL TRAFFIC PLATES 1 2,500.00 LS 2,500.00 11 FLASHING ARROW SIGN 2 6,000.00 EA 12,000.00 12 CHANGEABLE MESSAGE SIGN 2 12,000.00 EA 24,000.00 13 INDUCTIVE LOOP DETECTOR A 305 10.00 LF 3,050.00 14 DETAIL 21 (TWO-COAT PAINT) 70 3.00 LF 210.00 15 DETAIL 22 (TWO-COAT PAINT) 245 1.50 LF 367.50 16 DETAIL 25 (TWO-COAT PAINT) 5325 0.40 LF 2,130.00 17 DETAIL 29 (TWO-COAT PAINT) 22 3.00 LF 66.00 18 DETAIL 38 (TWO-COAT PAINT) 800 2.00 LF 1,600.00 19 DETAIL 40 (TWO-COAT PAINT) 120 3.50 LF 420.00 20 DETAIL 41 (TWO-COAT PAINT) 160 2.00 LF 320.00 21 DETAIL 9 (TWO-COAT PAINT) 1410 0.80 LF 1,128.00 22 PAVEMENT MARKINGS (TWO-C 376 3.00 SF 1,128.00 23 12" STRIPING (TWO-COAT PAIN 1205 3.00 LF 3,615.00 24 CURB MARKINGS (ONE-COAT P 895 2.50 LF 2,237.50 25 REMOVE DETAIL 40 60 2.00 LF 120.00 26 CLEARING AND GRUBBING 1 10,000.00 LS 10,000.00 27 TREE REMOVAL 32 1,000.00 EA 32,000.00 28 CONCRETE REMOVAL (NON-REI 2404 80.00 CY 192,320.00 29 UNCLASSIFIED EXCAVATION 6056 55.00 CY 333,080.00 30 SAW CUT CONCRETE 77 15.00 LF 1,155.00 31 CRUSHED MISCELLANEOUS BA 6813 45.00 CY 306,585.00 32 AC PAVEMENT 5091 90.00 TON 458,190.00 33 AC PAVEMENT(DRIVEWAYS) 2 200.00 TON 400.00 179.32 1,075.92 10,000.00 60,000.00 5,817.65 5,817.65 21,784.20 21,784.20 617.21 617.21 56,913.74 56,913.74 22,733.22 22,733.22 6,826.42 6,826.42 5,200.44 5,200.44 1,075.90 2,151.80 1,613.85 3,227.70 10.76 3,281.80 0.33 23.10 1.08 264.60 0.30 1,597.50 1.08 23.76 0.43 344.00 0.43 51.60 0.65 104.00 0.27 380.70 2.15 808.40 1.67 2,012.35 0.65 581.75 4.30 258.00 16,821.31 16,821.31 306.63 9,812.16 45.59 109,598.36 54.34 329,083.04 4.47 344.19 33.24 226,464.12 85.04 432,938.64 527.20 1,054.40 800.00 4,800.00 10,000.00 60,000.00 500.00 500.00 12,000.00 12,000.00 1 1 195,000.00 195,000.00 2,500.00 5,000.00 10,000.00 20,000.00 10.00 3,050.00 70.00 245.00 0.24 1,278.00 10.00 220.00 0.50 400.00 120.00 160.00 0.30 423.00 1.25 470.00 1.20 1,446.00 895.00 60.00 145,761.25 145,761.25 600.00 19,200.00 50.00 120,200.00 32.00 193,792.00 20.00 1,540.00 29.40 200,302.20 79.00 402,189.00 1,190.00 2,380.00 4,100.00 24,600.00 10,000.00 60,000.00 7,500.00 7,500.00 169,937.80 169,937.80 14,000.00 14,000.00 30,000.00 10,000.00 20,000.00 11.50 3,507.50 0.21 14.70 245.00 0.25 1,331.25 0.31 6.82 0.47 376.00 1.30 156.00 1.35 216.00 0.26 366.60 2.15 808.40 1.80 2,169.00 1.55 1,387.25 23.00 1,380.00 200,000.00 200,000.00 600.00 19,200.00 65.00 156,260.00 35.00 211,960.00 3.00 23 42.00 286,146.00 85.00 432,735.00 1,300.00 2,600.00 1,000.00 6,000.00 10,000.00 60,000.00 6,000.00 6,000.00 45,000.00 45,000.00 5,000.00 10,000.00 30.00 9,150.00 70.00 245.00 5,325.00 22.00 800.00 120.00 160.00 2.00 2,820.00 5.00 1,880.00 3.00 3,615.00 2.00 1,790.00 5.00 300.00 500,000.00 500,000.00 1,000.00 32,000.00 45.00 108,180.00 40.00 242,240.00 10.00 770.00 35.00 238,455.00 70.00 356,370.00 300.00 600.00 1,024.53 4,326.47 9,207.02 14,718.10 87,043.86 41,727.77 30,277.20 7,858.37 4,147.99 6,384.49 11.75 1.17 1.09 0.45 4.10 0.67 1.13 0.56 2.27 1.79 1.56 6.15 101,506.88 568.89 57.01 35.72 7.50 29.91 75.67 688.10
Engineer's Estimate (9) Ortiz Asphalt Paving, Inc. (10) Palp, Inc. (11) Elite Bobcat Service, Inc. (12) Garcia Juarez Construction, Inc. 1,883,722.60 1,993,333.00 2,171,217.12 2,565,234.00 34 RECONSTRUCT MANHOLE 20 2,000.00 EA 40,000.00 35 PCC PAVEMENT 21 400.00 CY 8,400.00 36 CURB DRAIN PER STD PLAN 150 1 4,000.00 EA 4,000.00 37 CURB DRAIN, N=1, JOIN AT R/W 12 1,000.00 EA 12,000.00 38 CURB DRAIN, N=2, JOIN AT R/W 4 1,500.00 EA 6,000.00 39 CURB DRAIN, N=3, JOIN AT R/W 1 2,000.00 EA 2,000.00 40 ADJUST EXISTING HW GATE 1 2,000.00 EA 2,000.00 41 PCC CURB, TYPE A1-6 18 40.00 LF 720.00 42 PCC CURB, TYPE A1-VAR 101 40.00 LF 4,040.00 43 PCC CURB & GUTTER, TYPE A2-3009 20.00 LF 60,180.00 44 PCC CURB & GUTTER, TYPE A2-253 30.00 LF 7,590.00 45 PCC CURB & GUTTER, TYPE A2-827 40.00 LF 33,080.00 46 PCC CURB & GUTTER, TYPE A2-41 40.00 LF 1,640.00 47 PCC WALK, DRIVES & CURB RA 27087 6.00 SF 162,522.00 48 PCC WALK & DRIVES, 6" THICK 5510 10.00 SF 55,100.00 49 DETECTABLE WARNING SURFA 327 50.00 SF 16,350.00 50 CROSS GUTTER 55 300.00 CY 16,500.00 51 CROSS GUTTER (MOD) 15 350.00 CY 5,250.00 52 IRRIGATION SYSTEM 1 83,012.00 LS 83,012.00 53 IMPORTED TOPSOIL 32 45.00 CY 1,440.00 54 90 DAY PLANT ESTABLISHMENT 1 500.00 LS 500.00 55 TREE WELL, TYPE 4 (PER DETAI 32 250.00 EA 8,000.00 56 TREE PLANTING (PER DETAIL 3, 32 385.00 EA 12,320.00 57 TREE WELL COVERS (4'x4', 2 PI 32 900.00 EA 28,800.00 2,331.50 46,630.00 234.91 4,933.11 1,175.24 1,175.24 1,735.25 20,823.00 1,192.10 4,768.40 1,600.94 1,600.94 865.02 865.02 201.20 3,621.60 35.45 3,580.45 25.29 76,097.61 28.88 7,306.64 26.28 21,733.56 68.77 2,819.57 4.15 112,411.05 4.76 26,227.60 29.38 9,607.26 319.06 17,548.30 366.89 5,503.35 126,676.47 126,676.47 37.66 1,205.12 946.79 946.79 81.77 2,616.64 287.27 9,192.64 1,344.88 43,036.16 1,220.00 24,400.00 525.00 11,025.00 1,400.00 1,400.00 375.00 4,500.00 465.00 1,860.00 1,100.00 1,100.00 23.10 415.80 22.00 2,222.00 23.60 71,012.40 24.75 6,261.75 25.25 20,881.75 28.25 1,158.25 4.80 130,017.60 5.60 30,856.00 40.00 13,080.00 390.00 21,450.00 395.00 5,925.00 112,490.00 112,490.00 35.00 1,120.00 880.00 880.00 76.00 2,432.00 267.00 8,544.00 1,025.00 20,500.00 270.00 5,670.00 600.00 7,200.00 750.00 1,800.00 1,800.00 950.00 950.00 15.00 270.00 15.00 1,515.00 18.25 54,914.25 19.00 4,807.00 19.50 16,126.50 29.00 1,189.00 3.65 98,867.55 5.15 28,376.50 35.00 11,445.00 280.00 15,400.00 94,000.00 94,000.00 36.00 1,152.00 100.00 3,200.00 300.00 9,600.00 1,300.00 41,600.00 5,000.00 100,000.00 500.00 10,500.00 1,000.00 12,000.00 1,000.00 4,000.00 45.00 810.00 40.00 4,040.00 35.00 105,315.00 40.00 10,120.00 40.00 33,080.00 65.00 2,665.00 6.00 162,522.00 7.00 38,570.00 40.00 13,080.00 700.00 38,500.00 700.00 10,500.00 135,000.00 135,000.00 125.00 4,000.00 200.00 6,400.00 700.00 22,400.00 2,000.00 64,000.00 1,739.71 315.99 1,807.10 728.85 811.01 1,070.91 1,076.25 42.61 23.95 20.47 22.64 22.48 38.09 4.21 5.21 31.24 319.51 335.41 104,430.54 56.64 1,846.40 231.23 390.52 1,184.16 Total Amount 2,198,066.00 1,883,122.60 1,993,333.00 2,171,217.12 2,463,414.00 (3) Local Small Business Enterprise(LSBE) Preference Amount (4) LSBE Adjusted Amount 0.00 0.00 0.00 50,000.00 1,883,122.60 1,993,333.00 2,171,217.12 2,413,414.00 (5) Comments