Bid_Tabs.pdf

T A B U L A T I O N O F B I D S

Schedule A Total of Bid Items: 23,898,770.95$ 1.9% 24,358,311.15$ 18.9% 28,412,941.00$ Project No: CA FLAP SR 36(13)

Project Name: STATE ROUTE 36 CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount Unit Price Amount Unit Price Amount

15101-0000 Line A0020 ALL LPSM 2,909,962.95$ 2,909,962.95$ 2,530,000.00$ 2,800,000.00$

15206-0000 Line A0040 192.390 STA 200.00$ 38,478.00$ 173,151.00$ 57,717.00$

15214-2000 Line A0060 ALL LPSM 25,000.00$ 25,000.00$ 11,000.00$ 12,000.00$

15215-3000 Line A0080 48 EACH 1,000.00$ 48,000.00$ 115,200.00$ 47,280.00$

15216-2000 Line A0100 384.780 STA 150.00$ 57,717.00$ 96,195.00$ 76,956.00$

15301-0000 Line A0120 ALL LPSM 337,500.00$ 337,500.00$ 400,000.00$ 255,000.00$

15401-0000 Line A0140 ALL LPSM 600,000.00$ 600,000.00$ 350,000.00$ 689,000.00$

15501-0000 Line A0160 ALL LPSM 40,000.00$ 40,000.00$ 28,000.00$ 43,500.00$

15703-2500 Line A0180 40.0 ACRE 2,100.00$ 84,000.00$ 50,000.00$ 62,400.00$

15705-0100 Line A0200 20,000 LNFT 7.00$ 140,000.00$ 80,000.00$ 67,600.00$

15705-0300 Line A0220 500 LNFT 30.00$ 15,000.00$ 14,000.00$ 24,000.00$

15705-1400 Line A0240 47,000 LNFT 5.00$ 235,000.00$ 235,000.00$ 197,400.00$

15706-0200 Line A0260 650 EACH 250.00$ 162,500.00$ 71,500.00$ 84,500.00$

15706-1100 Line A0280 25 EACH 340.00$ 8,500.00$ 7,500.00$ 5,000.00$

15706-1600 Line A0300 4 EACH 57,500.00$ 230,000.00$ 12,400.00$ 11,000.00$

15802-0000 Line A0320 ALL LPSM 50,000.00$ 50,000.00$ 300,000.00$ 242,000.00$

20101-0000 Line A0340 56.0 ACRE 3,000.00$ 168,000.00$ 560,000.00$ 603,680.00$

20304-1000

SURVEY AND STAKING, DRAINAGE STRUCTURE

2,400.00$ 985.00$

MOBILIZATION

SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

SURVEY AND STAKING, RETAINING WALL

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

REMOVAL OF STRUCTURES AND OBSTRUCTIONS

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, MULCHING, HYDRAULIC METHOD

SOIL EROSION CONTROL, SILT FENCE

SOIL EROSION CONTROL, SLOPE DRAINS

SOIL EROSION CONTROL, SEDIMENT LOG

SURVEY AND STAKING, GRADE FINISHING STAKES

CONTRACTOR QUALITY CONTROL

SOIL EROSION CONTROL, CHECK DAM

SOIL EROSION CONTROL, INLET PROTECTION TYPE A

SOIL EROSION CONTROL, STABILIZED CONSTRUCTION ENTRANCE

2,800,000.00$

Mercer-Fraser Company Steve Manning Construction, Inc.

900.00$

2,530,000.00$

250.00$ 200.00$

300.00$

11,000.00$ 12,000.00$

28,000.00$ 43,500.00$

350,000.00$ 689,000.00$

400,000.00$ 255,000.00$

4.00$ 3.38$

1,250.00$ 1,560.00$

5.00$ 4.20$

28.00$ 48.00$

300.00$ 200.00$

110.00$ 130.00$

300,000.00$ 242,000.00$

3,100.00$ 2,750.00$

10,000.00$ 10,780.00$

Engineer's Estimate

5/3/2017 Page 1 of 8

Project No: CA FLAP SR 36(13)

Project Name: STATE ROUTE 36 CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount Unit Price Amount Unit Price Amount

Mercer-Fraser Company Steve Manning Construction, Inc.Engineer's Estimate

Line A0360 ALL LPSM 100,000.00$ 100,000.00$ 60,000.00$ 160,000.00$ 20401-0000

Line A0380 360,000 CUYD 10.00$ 3,600,000.00$ 3,960,000.00$ 7,560,000.00$ 20441-0000

Line A0400 29,000 CUYD 6.00$ 174,000.00$ 435,000.00$ 478,500.00$ 20701-1300

Line A0420 120,000 SQYD 3.50$ 420,000.00$ 630,000.00$ 536,400.00$ 20703-1000

Line A0440 47,000 SQYD 7.00$ 329,000.00$ 105,750.00$ 329,000.00$ 20703-1000

Line A0460 43,500 SQYD 7.00$ 304,500.00$ 97,875.00$ 348,000.00$ 20802-0000

Line A0480 490 CUYD 100.00$ 49,000.00$ 78,400.00$ 36,750.00$ 21101-1000

Line A0500 33,000 SQYD 5.00$ 165,000.00$ 330,000.00$ 59,400.00$ 25101-2000

Line A0520 400 CUYD 90.00$ 36,000.00$ 46,000.00$ 60,000.00$ 25101-3000

Line A0540 100 CUYD 120.00$ 12,000.00$ 10,000.00$ 15,000.00$ 25101-4000

Line A0560 320 CUYD 130.00$ 41,600.00$ 35,200.00$ 23,040.00$ 25101-5000

Line A0580 210 CUYD 205.00$ 43,050.00$ 23,520.00$ 15,120.00$ 25201-0000

Line A0600 23,500 CUYD 80.00$ 1,880,000.00$ 2,232,500.00$ 1,104,500.00$ 25205-0000

Line A0620 13,200 CUYD 80.00$ 1,056,000.00$ 990,000.00$ 771,408.00$ 25501-1000

Line A0640 8,000 SQFT 100.00$ 800,000.00$ 416,000.00$ 600,000.00$ 25901-0000

Line A0660 11,400 LNFT 55.00$ 627,000.00$ 427,956.00$ 387,600.00$ 30101-0000

Line A0680 41,000 TON 30.00$ 1,230,000.00$ 1,066,000.00$ 1,312,000.00$ 30501-0000

Line A0700 1,850 TON 70.00$ 129,500.00$ 44,400.00$ 72,150.00$

SPECIAL ROCK EMBANKMENT

ROCK BUTTRESS

MECHANICALLY STABILIZED EARTH WALL, WELDED WIRE FACE

SOIL NAIL

AGGREGATE BASE

AGGREGATE-TOPSOIL COURSE

ROADWAY OBLITERATION, METHOD 1

PLACED RIPRAP, CLASS 2

PLACED RIPRAP, CLASS 3

PLACED RIPRAP, CLASS 4

PLACED RIPRAP, CLASS 5

ROADWAY EXCAVATION

WASTE

EARTHWORK GEOTEXTILE, TYPE IV-B (WOVEN)

GEOGRID, UNIAXIAL (TYPE VII-A)

GEOGRID, UNIAXIAL (TYPE VII-B)

FOUNDATION FILL (REINFORCED)

60,000.00$ 160,000.00$

15.00$ 16.50$

11.00$ 21.00$

2.25$ 7.00$

5.25$ 4.47$

160.00$ 75.00$

2.25$ 8.00$

115.00$ 150.00$

10.00$ 1.80$

110.00$ 72.00$

100.00$ 150.00$

95.00$ 47.00$

112.00$ 72.00$

52.00$ 75.00$

75.00$ 58.44$

26.00$ 32.00$

37.54$ 34.00$

24.00$ 39.00$

5/3/2017 Page 2 of 8

Project No: CA FLAP SR 36(13)

Project Name: STATE ROUTE 36 CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount Unit Price Amount Unit Price Amount

Mercer-Fraser Company Steve Manning Construction, Inc.Engineer's Estimate

40101-5600 Line A0720 21,100 TON 105.00$ 2,215,500.00$ 2,110,000.00$ 2,637,500.00$

40105-3000 Line A0740 220 TON 350.00$ 77,000.00$ 77,000.00$ 165,000.00$

40301-0000 Line A0760 4,200 TON 80.00$ 336,000.00$ 399,000.00$ 525,000.00$

40920-1000 Line A0780 27 TON 700.00$ 18,900.00$ 25,650.00$ 24,300.00$

41103-0000 Line A0800 66,000 SQYD 1.25$ 82,500.00$ 82,500.00$ 98,340.00$

41105-0000 Line A0820 4,300 TON 30.00$ 129,000.00$ 107,500.00$ 8,600.00$

41201-1000 Line A0840 65 TON 600.00$ 39,000.00$ 65,000.00$ 58,500.00$

60103-0140 Line A0860 10 EACH 4,000.00$ 40,000.00$ 22,000.00$ 14,000.00$

60103-0160 Line A0880 2 EACH 4,400.00$ 8,800.00$ 8,000.00$ 4,400.00$

60103-0180 Line A0900 3 EACH 4,800.00$ 14,400.00$ 14,100.00$ 6,600.00$

60103-0220 Line A0920 3 EACH 7,500.00$ 22,500.00$ 13,800.00$ 9,300.00$

60103-0240 Line A0940 1 EACH 9,000.00$ 9,000.00$ 8,100.00$ 3,200.00$

60103-0260 Line A0960 3 EACH 12,000.00$ 36,000.00$ 19,500.00$ 96,000.00$

60103-0420 Line A0980 2 EACH 30,000.00$ 60,000.00$ 50,000.00$ 220,000.00$

60201-0300 Line A1000 45 LNFT 100.00$ 4,500.00$ 5,400.00$ 3,690.00$

60201-0600 Line A1020 180 LNFT 120.00$ 21,600.00$ 12,420.00$ 21,960.00$

60201-0800 Line A1040 2,350 LNFT 140.00$ 329,000.00$ 216,200.00$ 352,500.00$

60201-0900

ANTISTRIP ADDITIVE, TYPE 3

HOT ASPHALT CONCRETE PAVEMENT

FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1 OR CSS-1H, SS-1 OR SS-1H

PRIME COAT (METHOD 1)

BLOTTER

TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H

SUPERPAVE PAVEMENT, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

CONCRETE, HEADWALL FOR 120-INCH PIPE CULVERT

8-INCH PIPE CULVERT (ALUMINUM COATED (TYPE 2))

18-INCH PIPE CULVERT (ALUMINUM COATED (TYPE 2))

24-INCH PIPE CULVERT (ALUMINUM COATED (TYPE 2))

30-INCH PIPE CULVERT (ALUMINUM COATED (TYPE 2))

CONCRETE, HEADWALL FOR 24-INCH PIPE CULVERT

CONCRETE, HEADWALL FOR 30-INCH PIPE CULVERT

CONCRETE, HEADWALL FOR 36-INCH PIPE CULVERT

CONCRETE, HEADWALL FOR 48-INCH PIPE CULVERT

CONCRETE, HEADWALL FOR 54-INCH PIPE CULVERT

CONCRETE, HEADWALL FOR 60-INCH PIPE CULVERT

100.00$ 125.00$

95.00$ 125.00$

350.00$ 750.00$

1.25$ 1.49$

950.00$ 900.00$

1,000.00$ 900.00$

25.00$ 2.00$

4,000.00$ 2,200.00$

2,200.00$ 1,400.00$

4,600.00$ 3,100.00$

4,700.00$ 2,200.00$

6,500.00$ 32,000.00$

8,100.00$ 3,200.00$

120.00$ 82.00$

25,000.00$ 110,000.00$

92.00$ 150.00$

69.00$ 122.00$

5/3/2017 Page 3 of 8

Project No: CA FLAP SR 36(13)

Project Name: STATE ROUTE 36 CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount Unit Price Amount Unit Price Amount

Mercer-Fraser Company Steve Manning Construction, Inc.Engineer's Estimate

Line A1060 470 LNFT 160.00$ 75,200.00$ 51,700.00$ 79,900.00$ 60201-1000

Line A1080 525 LNFT 180.00$ 94,500.00$ 65,625.00$ 110,250.00$ 60201-1200

Line A1100 270 LNFT 200.00$ 54,000.00$ 37,800.00$ 77,760.00$ 60201-1300

Line A1120 350 LNFT 230.00$ 80,500.00$ 57,750.00$ 119,000.00$ 60201-1400

Line A1140 240 LNFT 330.00$ 79,200.00$ 46,800.00$ 98,640.00$ 60201-2300

Line A1160 190 LNFT 1,400.00$ 266,000.00$ 85,500.00$ 196,650.00$ 60210-0600

Line A1180 8 EACH 400.00$ 3,200.00$ 6,800.00$ 1,600.00$ 60210-0800

Line A1200 29 EACH 500.00$ 14,500.00$ 26,100.00$ 7,685.00$ 60210-0900

Line A1220 3 EACH 900.00$ 2,700.00$ 3,300.00$ 1,200.00$ 60210-1000

Line A1240 4 EACH 1,000.00$ 4,000.00$ 6,000.00$ 2,000.00$ 60210-1200

Line A1260 3 EACH 1,800.00$ 5,400.00$ 6,000.00$ 3,060.00$ 60210-1300

Line A1280 1 EACH 2,000.00$ 2,000.00$ 2,250.00$ 1,230.00$ 60403-0000

Line A1300 22 EACH 3,400.00$ 74,800.00$ 99,000.00$ 70,400.00$ 60501-0000

Line A1320 2,100 LNFT 80.00$ 168,000.00$ 54,600.00$ 105,000.00$ 60506-0000

Line A1340 1,400 LNFT 100.00$ 140,000.00$ 60,200.00$ 154,000.00$ 60602-0700

Line A1360 75 EACH 400.00$ 30,000.00$ 68,625.00$ 69,750.00$ 60602-0800

Line A1380 18 EACH 500.00$ 9,000.00$ 12,600.00$ 14,580.00$ 60602-0900

Line A1400 12 EACH 600.00$ 7,200.00$ 9,480.00$ 12,360.00$ 790.00$ 1,030.00$

700.00$ 810.00$

915.00$ 930.00$

43.00$ 110.00$

26.00$ 50.00$

4,500.00$ 3,200.00$

2,250.00$ 1,230.00$

2,000.00$ 1,020.00$

1,500.00$ 500.00$

36-INCH PIPE CULVERT (ALUMINUM COATED (TYPE 2))

END SECTION FOR 30-INCH PIPE CULVERT

END SECTION FOR 36-INCH PIPE CULVERT

END SECTION FOR 48-INCH PIPE CULVERT

END SECTION FOR 54-INCH PIPE CULVERT

INLET

STANDARD UNDERDRAIN SYSTEM

48-INCH PIPE CULVERT (ALUMINUM COATED (TYPE 2))

54-INCH PIPE CULVERT (ALUMINUM COATED (TYPE 2))

60-INCH PIPE CULVERT (ALUMINUM COATED (TYPE 2))

120-INCH PIPE CULVERT (ALUMINUM COATED (TYPE 2))

END SECTION FOR 18-INCH PIPE CULVERT

END SECTION FOR 24-INCH PIPE CULVERT

UNDERDRAIN SYSTEM (CHANNEL)

PIPE ANCHOR ASSEMBLY, 24-INCH

PIPE ANCHOR ASSEMBLY, 30-INCH

PIPE ANCHOR ASSEMBLY, 36-INCH

125.00$ 210.00$

110.00$ 170.00$

165.00$ 340.00$

140.00$ 288.00$

450.00$ 1,035.00$

195.00$ 411.00$

1,100.00$ 400.00$

900.00$ 265.00$

850.00$ 200.00$

5/3/2017 Page 4 of 8

Project No: CA FLAP SR 36(13)

Project Name: STATE ROUTE 36 CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount Unit Price Amount Unit Price Amount

Mercer-Fraser Company Steve Manning Construction, Inc.Engineer's Estimate

60602-1150 Line A1420 11 EACH 800.00$ 8,800.00$ 13,200.00$ 11,440.00$

60901-2300 Line A1440 13,000 LNFT 5.00$ 65,000.00$ 19,500.00$ 84,500.00$

60901-2300 Line A1460 65 LNFT 5.00$ 325.00$ 97.50$ 6,500.00$

60908-1000 Line A1480 4,400 SQYD 35.00$ 154,000.00$ 35,200.00$ 242,880.00$

61001-0000 Line A1500 13,000 LNFT 30.00$ 390,000.00$ 390,000.00$ 218,400.00$

61001-0000 Line A1520 1,300 LNFT 30.00$ 39,000.00$ 39,000.00$ 31,200.00$

61101-0000 Line A1540 ALL LPSM 5,000.00$ 5,000.00$ 90,000.00$ 50,000.00$

61701-4500 Line A1560 1,000 LNFT 35.00$ 35,000.00$ 35,000.00$ 37,000.00$

61702-1500 Line A1580 4 EACH 3,000.00$ 12,000.00$ 18,000.00$ 20,000.00$

61901-0900 Line A1600 48 LNFT 16.00$ 768.00$ 720.00$ 4,800.00$

61902-0000 Line A1620 1 EACH 1,000.00$ 1,000.00$ 1,100.00$ 400.00$

61902-1400 Line A1640 1 EACH 1,700.00$ 1,700.00$ 2,500.00$ 1,500.00$

61920-2000 Line A1660 4 EACH 2,500.00$ 10,000.00$ 1,800.00$ 2,000.00$

62201-0250 Line A1680 50 HOUR 100.00$ 5,000.00$ 7,500.00$ 6,000.00$

62201-0550 Line A1700 100 HOUR 160.00$ 16,000.00$ 10,043.00$ 16,000.00$

62201-1050 Line A1720 100 HOUR 240.00$ 24,000.00$ 27,500.00$ 18,000.00$

62201-1400 Line A1740 100 HOUR 200.00$ 20,000.00$ 17,500.00$ 20,000.00$

62201-3300 175.00$ 200.00$

275.00$ 180.00$

100.43$ 160.00$

150.00$ 120.00$

450.00$ 500.00$

2,500.00$ 1,500.00$

1,100.00$ 400.00$

15.00$ 100.00$

4,500.00$ 5,000.00$

35.00$ 37.00$

90,000.00$ 50,000.00$

30.00$ 24.00$

30.00$ 16.80$

8.00$ 55.20$

1.50$ 100.00$

1.50$ 6.50$

1,200.00$ 1,040.00$

CURB, ASPHALT, 6-INCH DEPTH (CHECK DAM)

PAVED DITCH, ASPHALT

HORIZONTAL DRAIN PIPE (TYPE I)

HORIZONTAL DRAIN PIPE (TYPE II)

WATER SYSTEM

GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS

PIPE ANCHOR ASSEMBLY, 54-INCH

CURB, ASPHALT, 6-INCH DEPTH

BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 24-INCH WIDTH

WHEEL LOADER, 5 CUBIC YARD MINIMUM RATED CAPACITY

BULLDOZER, 250HP MINIMUM FLYWHEEL POWER

HYDRAULIC EXCAVATOR, 3/4 CUBIC YARD MINIMUM CAPACITY

TERMINAL SECTION, TYPE MGS TANGENT

FENCE, BARBED WIRE, 4 STRAND

GATE (TEMPORARY)

GATE, METAL, 16 FEET WIDTH

REMOVE AND RESET GATE

DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

5/3/2017 Page 5 of 8

Project No: CA FLAP SR 36(13)

Project Name: STATE ROUTE 36 CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount Unit Price Amount Unit Price Amount

Mercer-Fraser Company Steve Manning Construction, Inc.Engineer's Estimate

Line A1760 100 HOUR 140.00$ 14,000.00$ 20,000.00$ 18,000.00$ 62301-0000

Line A1780 200 HOUR 65.00$ 13,000.00$ 16,400.00$ 20,000.00$ 62302-0100

Line A1800 40 HOUR 385.00$ 15,400.00$ 25,800.00$ 20,000.00$ 62302-1000

Line A1820 40 HOUR 140.00$ 5,600.00$ 6,400.00$ 8,000.00$ 62302-1100

Line A1840 100 HOUR 190.00$ 19,000.00$ 18,500.00$ 37,500.00$ 62303-1000

Line A1860 ALL LPSM 70,000.00$ 70,000.00$ 254,128.65$ 40,000.00$ 62406-0300

Line A1880 38.0 ACRE 4,500.00$ 171,000.00$ 798,000.00$ 228,000.00$ 62510-2000

Line A1900 40.0 ACRE 1,200.00$ 48,000.00$ 208,000.00$ 232,000.00$ 62515-3000

Line A1920 40.0 ACRE 2,100.00$ 84,000.00$ 120,000.00$ 122,000.00$ 62601-1100

Line A1940 357 EACH 75.00$ 26,775.00$ 124,950.00$ 119,595.00$ 62616-1850

Line A1960 369 EACH 75.00$ 27,675.00$ 129,150.00$ 121,770.00$ 63301-0000

Line A1980 17 EACH 400.00$ 6,800.00$ 13,600.00$ 8,500.00$ 63308-0000

Line A2000 90 EACH 65.00$ 5,850.00$ 6,750.00$ 6,300.00$ 63309-0100

Line A2020 21 EACH 50.00$ 1,050.00$ 1,155.00$ 1,470.00$ 63309-0200

Line A2040 370 EACH 50.00$ 18,500.00$ 20,350.00$ 25,900.00$ 63313-0000

Line A2060 14,500 LNFT 0.30$ 4,350.00$ 14,500.00$ 6,960.00$ 63402-1500

Line A2080 12.0 MILE 2,500.00$ 30,000.00$ 36,000.00$ 36,000.00$ 63407-0400

Line A2100 1,350 EACH 7.00$ 9,450.00$ 14,850.00$ 14,850.00$ 11.00$ 11.00$

3,000.00$ 3,000.00$

1.00$ 0.48$

55.00$ 70.00$

55.00$ 70.00$

75.00$ 70.00$

800.00$ 500.00$

350.00$ 330.00$

350.00$ 335.00$

3,000.00$ 3,050.00$

5,200.00$ 5,800.00$

21,000.00$ 6,000.00$

254,128.65$ 40,000.00$

185.00$ 375.00$

160.00$ 200.00$

645.00$ 500.00$

82.00$ 100.00$

200.00$ 180.00$

GENERAL LABOR

SPECIAL LABOR, SLOPE SCALING

ACER MACROPHYLLUM, BIG LEAF MAPLE, 1-INCH TO 1 1/2-INCH CALIPER, BALLED AND BURLAPPED

PSEUDOTSUGA MENZIESII, DOUGLAS FIR, 48-INCH TO 60-INCH HEIGHT, BALLED AND BURLAPPED

SIGN SYSTEM

OBJECT MARKER

DELINEATOR, TYPE 1 (CALTRANS TYPE F)

DELINEATOR, TYPE 2 (CALTRANS TYPE E)

SPECIAL LABOR, HIRED TECHNICAL SERVICES

SPECIAL LABOR, HIRED SURVEY SERVICES

SPECIAL LABOR, HIRED TECHNICAL SERVICES (ENVIRONMENTAL SURVEYS)

PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

SEEDING, HYDRAULIC METHOD

MULCHING, HYDRAULIC METHOD, BONDED FIBER MATRIX

RUMBLE STRIP

PAVEMENT MARKINGS, TYPE H, SOLID

RECESSED PAVEMENT MARKER TYPE D

5/3/2017 Page 6 of 8

Project No: CA FLAP SR 36(13)

Project Name: STATE ROUTE 36 CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount Unit Price Amount Unit Price Amount

Mercer-Fraser Company Steve Manning Construction, Inc.Engineer's Estimate

63502-0500 Line A2120 19 EACH 130.00$ 2,470.00$ 1,045.00$ 1,140.00$

63502-0700 Line A2140 600 EACH 25.00$ 15,000.00$ 15,000.00$ 18,000.00$

63502-1300 Line A2160 600 EACH 65.00$ 39,000.00$ 39,000.00$ 30,000.00$

63502-1600 Line A2180 20 EACH 110.00$ 2,200.00$ 1,300.00$ 1,000.00$

63502-2000 Line A2200 5 EACH 7,000.00$ 35,000.00$ 10,000.00$ 70,000.00$

63502-3100 Line A2220 2 EACH 40,000.00$ 80,000.00$ 80,000.00$ 31,800.00$

63503-0300 Line A2240 500 LNFT 5.00$ 2,500.00$ 20,000.00$ 14,000.00$

63503-0400 Line A2260 1,600 LNFT 30.00$ 48,000.00$ 24,000.00$ 60,800.00$

63503-1000 Line A2280 1,000 LNFT 6.00$ 6,000.00$ 8,000.00$ 3,000.00$

63504-1000 Line A2300 1,150 SQFT 20.00$ 23,000.00$ 18,400.00$ 28,750.00$

63505-1000 Line A2320 19.0 MILE 1,150.00$ 21,850.00$ 14,440.00$ 28,500.00$

63506-0500 Line A2340 11,000 HOUR 60.00$ 660,000.00$ 715,000.00$ 792,000.00$

63506-0600 Line A2360 5,000 HOUR 75.00$ 375,000.00$ 425,000.00$ 350,000.00$

63510-0100 Line A2380 64 WEEK 3,500.00$ 224,000.00$ 44,800.00$ 176,000.00$

63610-2800 Line A2400 1,000 LNFT 30.00$ 30,000.00$ 25,000.00$ 19,000.00$

64604-1000 Line A2420 650 LNFT 100.00$ 65,000.00$ 29,250.00$ 24,050.00$

64620-0400 Line A2440 9 EACH 500.00$ 4,500.00$ 1,485.00$ 900.00$

64704-1600 165.00$ 100.00$

45.00$ 37.00$

25.00$ 19.00$

700.00$ 2,750.00$

85.00$ 70.00$

65.00$ 72.00$

760.00$ 1,500.00$

16.00$ 25.00$

8.00$ 3.00$

15.00$ 38.00$

40.00$ 28.00$

40,000.00$ 15,900.00$

2,000.00$ 14,000.00$

65.00$ 50.00$

65.00$ 50.00$

25.00$ 30.00$

55.00$ 60.00$

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 2

TEMPORARY TRAFFIC CONTROL, CONE

TEMPORARY TRAFFIC CONTROL, DRUM

FIXTURE, HANDRAIL (CABLE)

REMOVE AND RESET MAILBOX

MITIGATION, STREAMBED CHANNEL RECONSTRUCTION

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, PILOT CAR

TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

CONDUIT, 4-INCH, PVC

5/3/2017 Page 7 of 8

Project No: CA FLAP SR 36(13)

Project Name: STATE ROUTE 36 CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount Unit Price Amount Unit Price Amount

Mercer-Fraser Company Steve Manning Construction, Inc.Engineer's Estimate

Line A2460 470 CUYD 100.00$ 47,000.00$ 30,550.00$ 20,680.00$ 65101-1000

Line A2480 4,000 SQYD 40.00$ 160,000.00$ 360,000.00$ 384,000.00$ 90.00$ 96.00$

65.00$ 44.00$

DRAPED ROCKFALL PROTECTION, WIRE MESH (ANCHORED)

5/3/2017 Page 8 of 8

Option X Total of Bid Items: 8,324,729.34$ -21.2% 6,561,423.55$ -2.5% 8,117,033.00$ Project No: CA FLAP SR 36(13)

Project Name: STATE ROUTE 36 CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount Unit Price Amount Unit Price Amount

15101-0000 Line X0020 ALL LPSM 986,564.34$ 986,564.34$ 350,000.00$ 810,000.00$

15206-0000 Line X0040 51.720 STA 200.00$ 10,344.00$ 41,376.00$ 15,516.00$

15214-2000 Line X0060 ALL LPSM 25,000.00$ 25,000.00$ 23,000.00$ 16,000.00$

15215-3000 Line X0080 17 EACH 1,000.00$ 17,000.00$ 42,500.00$ 16,745.00$

15216-2000 Line X0100 103.440 STA 150.00$ 15,516.00$ 28,446.00$ 20,688.00$

15301-0000 Line X0120 ALL LPSM 96,500.00$ 96,500.00$ 55,000.00$ 64,000.00$

15401-0000 Line X0140 ALL LPSM 288,500.00$ 288,500.00$ 52,000.00$ 62,000.00$

15501-0000 Line X0160 ALL LPSM 12,000.00$ 12,000.00$ 11,000.00$ 45,000.00$

15703-2500 Line X0180 6.5 ACRE 2,100.00$ 13,650.00$ 12,350.00$ 10,205.00$

15705-0100 Line X0200 1,900 LNFT 7.00$ 13,300.00$ 7,600.00$ 8,550.00$

15705-0300 Line X0220 16 LNFT 30.00$ 480.00$ 480.00$ 768.00$

15705-1400 Line X0240 4,800 LNFT 5.00$ 24,000.00$ 21,600.00$ 20,160.00$

15706-0200 Line X0260 110 EACH 250.00$ 27,500.00$ 12,870.00$ 14,300.00$

15706-1100 Line X0280 14 EACH 340.00$ 4,760.00$ 4,452.00$ 2,100.00$

15706-1600 Line X0300 2 EACH 57,500.00$ 115,000.00$ 7,000.00$ 5,500.00$

15802-0000 Line X0320 ALL LPSM 25,000.00$ 25,000.00$ 51,500.00$ 66,000.00$

20101-0000 Line X0340 10.5 ACRE 3,000.00$ 31,500.00$ 147,000.00$ 113,190.00$

20304-1000

Engineer's Estimate

14,000.00$ 10,780.00$

51,500.00$ 66,000.00$

3,500.00$ 2,750.00$

318.00$ 150.00$

117.00$ 130.00$

4.50$ 4.20$

30.00$ 48.00$

4.00$ 4.50$

1,900.00$ 1,570.00$

11,000.00$ 45,000.00$

52,000.00$ 62,000.00$

55,000.00$ 64,000.00$

275.00$ 200.00$

300.00$

23,000.00$ 16,000.00$

Mercer-Fraser Company Steve Manning Construction, Inc.

800.00$

350,000.00$ 810,000.00$

MOBILIZATION

SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

SURVEY AND STAKING, RETAINING WALL

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

REMOVAL OF STRUCTURES AND OBSTRUCTIONS

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, MULCHING, HYDRAULIC METHOD

SOIL EROSION CONTROL, SILT FENCE

SOIL EROSION CONTROL, SLOPE DRAINS

SOIL EROSION CONTROL, SEDIMENT LOG

SURVEY AND STAKING, GRADE FINISHING STAKES

CONTRACTOR QUALITY CONTROL

SOIL EROSION CONTROL, CHECK DAM

SOIL EROSION CONTROL, INLET PROTECTION TYPE A

SOIL EROSION CONTROL, STABILIZED CONSTRUCTION ENTRANCE

SURVEY AND STAKING, DRAINAGE STRUCTURE

2,500.00$ 985.00$

5/3/2017 Page 1 of 6

Project No: CA FLAP SR 36(13)

Project Name: STATE ROUTE 36 CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount Unit Price Amount Unit Price Amount

Engineer's Estimate Mercer-Fraser Company Steve Manning Construction, Inc.

Line X0360 ALL LPSM 35,000.00$ 35,000.00$ 12,000.00$ 35,000.00$ 20401-0000

Line X0380 57,000 CUYD 10.00$ 570,000.00$ 598,500.00$ 1,197,000.00$ 20441-0000

Line X0400 57,000 CUYD 6.00$ 342,000.00$ 726,750.00$ 855,000.00$ 20701-1300

Line X0420 1,100 SQYD 3.50$ 3,850.00$ 3,080.00$ 13,200.00$ 20802-0000

Line X0440 490 CUYD 100.00$ 49,000.00$ 95,550.00$ 30,870.00$ 21101-1000

Line X0460 600 SQYD 5.00$ 3,000.00$ 3,000.00$ 12,000.00$ 25101-2000

Line X0480 110 CUYD 90.00$ 9,900.00$ 12,320.00$ 19,800.00$ 25101-3000

Line X0500 20 CUYD 120.00$ 2,400.00$ 2,700.00$ 4,000.00$ 25101-5000

Line X0520 80 CUYD 205.00$ 16,400.00$ 9,200.00$ 5,760.00$ 25201-0000

Line X0540 45 CUYD 80.00$ 3,600.00$ 22,500.00$ 4,500.00$ 25501-1000

Line X0560 20,500 SQFT 100.00$ 2,050,000.00$ 922,500.00$ 1,086,500.00$ 25901-0000

Line X0580 12,600 LNFT 55.00$ 693,000.00$ 453,600.00$ 365,400.00$ 30101-0000

Line X0600 12,200 TON 30.00$ 366,000.00$ 329,400.00$ 390,400.00$ 30501-0000

Line X0620 550 TON 70.00$ 38,500.00$ 14,300.00$ 21,450.00$ 40101-5600

Line X0640 6,100 TON 105.00$ 640,500.00$ 640,500.00$ 780,800.00$ 40105-3000

Line X0660 61 TON 350.00$ 21,350.00$ 21,655.00$ 45,750.00$ 40301-0000

Line X0680 1,300 TON 80.00$ 104,000.00$ 130,000.00$ 162,500.00$ 40920-1000

Line X0700 8 TON 700.00$ 5,600.00$ 5,920.00$ 7,200.00$ 740.00$ 900.00$

100.00$ 125.00$

355.00$ 750.00$

105.00$ 128.00$

26.00$ 39.00$

27.00$ 32.00$

36.00$ 29.00$

45.00$ 53.00$

500.00$ 100.00$

115.00$ 72.00$

135.00$ 200.00$

112.00$ 180.00$

5.00$ 20.00$

195.00$ 63.00$

2.80$ 12.00$

12.75$ 15.00$

10.50$ 21.00$

12,000.00$ 35,000.00$

PLACED RIPRAP, CLASS 3

PLACED RIPRAP, CLASS 5

SPECIAL ROCK EMBANKMENT

MECHANICALLY STABILIZED EARTH WALL, WELDED WIRE FACE

SOIL NAIL

ROADWAY EXCAVATION

WASTE

EARTHWORK GEOTEXTILE, TYPE IV-B (WOVEN)

FOUNDATION FILL (REINFORCED)

ROADWAY OBLITERATION, METHOD 1

PLACED RIPRAP, CLASS 2

AGGREGATE BASE

AGGREGATE-TOPSOIL COURSE

SUPERPAVE PAVEMENT, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

ANTISTRIP ADDITIVE, TYPE 3

HOT ASPHALT CONCRETE PAVEMENT

FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1 OR CSS-1H, SS-1 OR SS-1H

5/3/2017 Page 2 of 6

Project No: CA FLAP SR 36(13)

Project Name: STATE ROUTE 36 CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount Unit Price Amount Unit Price Amount

Engineer's Estimate Mercer-Fraser Company Steve Manning Construction, Inc.

41103-0000 Line X0720 18,500 SQYD 1.25$ 23,125.00$ 15,355.00$ 29,600.00$

41105-0000 Line X0740 1,200 TON 30.00$ 36,000.00$ 32,400.00$ 2,400.00$

41201-1000 Line X0760 19 TON 600.00$ 11,400.00$ 14,193.00$ 17,100.00$

60103-0140 Line X0780 6 EACH 4,000.00$ 24,000.00$ 14,100.00$ 8,400.00$

60103-0260 Line X0800 1 EACH 12,000.00$ 12,000.00$ 6,800.00$ 19,000.00$

60201-0600 Line X0820 110 LNFT 120.00$ 13,200.00$ 10,120.00$ 13,420.00$

60201-0800 Line X0840 725 LNFT 140.00$ 101,500.00$ 87,000.00$ 108,750.00$

60201-1000 Line X0860 60 LNFT 180.00$ 10,800.00$ 8,940.00$ 12,600.00$

60201-1400 Line X0880 50 LNFT 330.00$ 16,500.00$ 9,000.00$ 20,550.00$

60210-0600 Line X0900 4 EACH 400.00$ 1,600.00$ 3,680.00$ 800.00$

60210-0800 Line X0920 10 EACH 500.00$ 5,000.00$ 9,470.00$ 2,650.00$

60210-1000 Line X0940 1 EACH 1,000.00$ 1,000.00$ 1,250.00$ 500.00$

60403-0000 Line X0960 8 EACH 3,400.00$ 27,200.00$ 31,600.00$ 25,600.00$

60501-0000 Line X0980 1,900 LNFT 80.00$ 152,000.00$ 43,700.00$ 95,000.00$

60602-0700 Line X1000 11 EACH 400.00$ 4,400.00$ 36,300.00$ 2,200.00$

60901-2300 Line X1020 3,150 LNFT 5.00$ 15,750.00$ 4,725.00$ 20,475.00$

60901-2300 Line X1040 14 LNFT 5.00$ 70.00$ 23.80$ 1,400.00$

60908-1000 1.70$ 100.00$

1.50$ 6.50$

3,300.00$ 200.00$

23.00$ 50.00$

3,950.00$ 3,200.00$

1,250.00$ 500.00$

947.00$ 265.00$

920.00$ 200.00$

180.00$ 411.00$

149.00$ 210.00$

120.00$ 150.00$

92.00$ 122.00$

6,800.00$ 19,000.00$

2,350.00$ 1,400.00$

747.00$ 900.00$

27.00$ 2.00$

0.83$ 1.60$

STANDARD UNDERDRAIN SYSTEM

PIPE ANCHOR ASSEMBLY, 24-INCH

CURB, ASPHALT, 6-INCH DEPTH

CURB, ASPHALT, 6-INCH DEPTH (CHECK DAM)

PAVED DITCH, ASPHALT

36-INCH PIPE CULVERT (ALUMINUM COATED (TYPE 2))

60-INCH PIPE CULVERT (ALUMINUM COATED (TYPE 2))

END SECTION FOR 18-INCH PIPE CULVERT

END SECTION FOR 24-INCH PIPE CULVERT

END SECTION FOR 36-INCH PIPE CULVERT

INLET

BLOTTER

TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H

CONCRETE, HEADWALL FOR 24-INCH PIPE CULVERT

CONCRETE, HEADWALL FOR 60-INCH PIPE CULVERT

18-INCH PIPE CULVERT (ALUMINUM COATED (TYPE 2))

24-INCH PIPE CULVERT (ALUMINUM COATED (TYPE 2))

PRIME COAT (METHOD 1)

5/3/2017 Page 3 of 6

Project No: CA FLAP SR 36(13)

Project Name: STATE ROUTE 36 CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount Unit Price Amount Unit Price Amount

Engineer's Estimate Mercer-Fraser Company Steve Manning Construction, Inc.

Line X1060 1,050 SQYD 35.00$ 36,750.00$ 7,612.50$ 57,960.00$ 61701-4100

Line X1080 13 LNFT 90.00$ 1,170.00$ 3,835.00$ 4,160.00$ 61701-4500

Line X1100 3,400 LNFT 35.00$ 119,000.00$ 102,000.00$ 112,200.00$ 61702-0400

Line X1120 1 EACH 1,800.00$ 1,800.00$ 6,000.00$ 6,050.00$ 61702-1500

Line X1140 3 EACH 3,000.00$ 9,000.00$ 15,000.00$ 14,850.00$ 61707-4000

Line X1160 25 LNFT 200.00$ 5,000.00$ 6,250.00$ 5,500.00$ 61711-5000

Line X1180 1 EACH 30,000.00$ 30,000.00$ 15,000.00$ 38,500.00$ 61902-1600

Line X1200 1 EACH 1,800.00$ 1,800.00$ 635.75$ 1,800.00$ 61907-0000

Line X1220 2 EACH 500.00$ 1,000.00$ 1,271.50$ 400.00$ 62201-0250

Line X1240 20 HOUR 100.00$ 2,000.00$ 2,560.00$ 2,400.00$ 62201-0550

Line X1260 30 HOUR 160.00$ 4,800.00$ 4,350.00$ 4,800.00$ 62201-1050

Line X1280 30 HOUR 240.00$ 7,200.00$ 8,100.00$ 5,400.00$ 62201-1400

Line X1300 30 HOUR 200.00$ 6,000.00$ 4,950.00$ 6,000.00$ 62201-3300

Line X1320 30 HOUR 140.00$ 4,200.00$ 6,000.00$ 5,400.00$ 62301-0000

Line X1340 50 HOUR 65.00$ 3,250.00$ 4,250.00$ 5,000.00$ 62302-0100

Line X1360 40 HOUR 385.00$ 15,400.00$ 16,000.00$ 20,000.00$ 62302-1000

Line X1380 30 HOUR 140.00$ 4,200.00$ 4,800.00$ 6,000.00$ 62302-1100

Line X1400 30 HOUR 190.00$ 5,700.00$ 6,000.00$ 12,000.00$

635.75$ 200.00$

635.75$ 1,800.00$

15,000.00$ 38,500.00$

250.00$ 220.00$

5,000.00$ 4,950.00$

6,000.00$ 6,050.00$

30.00$ 33.00$

295.00$ 320.00$

7.25$ 55.20$

HYDRAULIC EXCAVATOR, 3/4 CUBIC YARD MINIMUM CAPACITY

GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS

TERMINAL SECTION, TYPE G4-CRT

TERMINAL SECTION, TYPE MGS TANGENT

STRUCTURE TRANSITION RAILING, MGS SYSTEM

IMPACT ATTENUATOR, QUADGUARD

GATE, METAL, 20 FEET WIDTH

GENERAL LABOR

SPECIAL LABOR, SLOPE SCALING

SPECIAL LABOR, HIRED TECHNICAL SERVICES

SPECIAL LABOR, HIRED SURVEY SERVICES

GUARDRAIL SYSTEM CRG, TYPE 2, CLASS A

FENCE POST

DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 24-INCH WIDTH

WHEEL LOADER, 5 CUBIC YARD MINIMUM RATED CAPACITY

BULLDOZER, 250HP MINIMUM FLYWHEEL POWER

128.00$ 120.00$

270.00$ 180.00$

145.00$ 160.00$

200.00$ 180.00$

165.00$ 200.00$

400.00$ 500.00$

85.00$ 100.00$

200.00$ 400.00$

160.00$ 200.00$

5/3/2017 Page 4 of 6

Project No: CA FLAP SR 36(13)

Project Name: STATE ROUTE 36 CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount Unit Price Amount Unit Price Amount

Engineer's Estimate Mercer-Fraser Company Steve Manning Construction, Inc.

62303-1000 Line X1420 ALL LPSM 25,000.00$ 25,000.00$ 55,000.00$ 8,000.00$

62406-0300 Line X1440 3.5 ACRE 4,500.00$ 15,750.00$ 56,000.00$ 31,500.00$

62510-2000 Line X1460 6.5 ACRE 1,200.00$ 7,800.00$ 13,650.00$ 37,700.00$

62515-3000 Line X1480 6.5 ACRE 2,100.00$ 13,650.00$ 31,200.00$ 19,825.00$

62601-1100 Line X1500 7 EACH 75.00$ 525.00$ 2,450.00$ 2,450.00$

62616-1850 Line X1520 7 EACH 75.00$ 525.00$ 2,450.00$ 2,450.00$

63301-0000 Line X1540 5 EACH 400.00$ 2,000.00$ 2,250.00$ 2,500.00$

63308-0000 Line X1560 32 EACH 65.00$ 2,080.00$ 2,240.00$ 2,240.00$

63309-0100 Line X1580 3 EACH 50.00$ 150.00$ 165.00$ 210.00$

63309-0200 Line X1600 160 EACH 50.00$ 8,000.00$ 8,800.00$ 11,200.00$

63313-0000 Line X1620 4,700 LNFT 0.30$ 1,410.00$ 3,149.00$ 2,256.00$

63402-1500 Line X1640 4.0 MILE 2,500.00$ 10,000.00$ 11,600.00$ 12,000.00$

63407-0400 Line X1660 430 EACH 7.00$ 3,010.00$ 4,730.00$ 4,730.00$

63502-0500 Line X1680 3 EACH 130.00$ 390.00$ 165.00$ 180.00$

63502-0700 Line X1700 200 EACH 25.00$ 5,000.00$ 4,800.00$ 6,000.00$

63502-1300 Line X1720 200 EACH 65.00$ 13,000.00$ 12,800.00$ 10,000.00$

63502-1600 Line X1740 6 EACH 110.00$ 660.00$ 384.00$ 300.00$

63502-3100

TEMPORARY TRAFFIC CONTROL, CONE

TEMPORARY TRAFFIC CONTROL, DRUM

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

DELINEATOR, TYPE 1 (CALTRANS TYPE F)

DELINEATOR, TYPE 2 (CALTRANS TYPE E)

RUMBLE STRIP

PAVEMENT MARKINGS, TYPE H, SOLID

RECESSED PAVEMENT MARKER TYPE D

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 2

SEEDING, HYDRAULIC METHOD

MULCHING, HYDRAULIC METHOD, BONDED FIBER MATRIX

ACER MACROPHYLLUM, BIG LEAF MAPLE, 1-INCH TO 1 1/2-INCH CALIPER, BALLED AND BURLAPPED

PSEUDOTSUGA MENZIESII, DOUGLAS FIR, 48-INCH TO 60-INCH HEIGHT, BALLED AND BURLAPPED

SIGN SYSTEM

OBJECT MARKER

SPECIAL LABOR, HIRED TECHNICAL SERVICES (ENVIRONMENTAL SURVEYS)

PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

16,000.00$ 9,000.00$

55,000.00$ 8,000.00$

4,800.00$ 3,050.00$

2,100.00$ 5,800.00$

350.00$ 350.00$

350.00$ 350.00$

70.00$ 70.00$

450.00$ 500.00$

55.00$ 70.00$

55.00$ 70.00$

2,900.00$ 3,000.00$

0.67$ 0.48$

55.00$ 60.00$

11.00$ 11.00$

64.00$ 50.00$

24.00$ 30.00$

64.00$ 50.00$

5/3/2017 Page 5 of 6

Project No: CA FLAP SR 36(13)

Project Name: STATE ROUTE 36 CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount Unit Price Amount Unit Price Amount

Engineer's Estimate Mercer-Fraser Company Steve Manning Construction, Inc.

Line X1760 1 EACH 40,000.00$ 40,000.00$ 38,000.00$ 20,000.00$ 63503-0300

Line X1780 100 LNFT 5.00$ 500.00$ 3,800.00$ 2,000.00$ 63503-0400

Line X1800 3,800 LNFT 30.00$ 114,000.00$ 57,000.00$ 144,400.00$ 63503-1000

Line X1820 500 LNFT 6.00$ 3,000.00$ 4,000.00$ 1,500.00$ 63504-1000

Line X1840 165 SQFT 20.00$ 3,300.00$ 2,805.00$ 4,125.00$ 63505-1000

Line X1860 6.0 MILE 1,150.00$ 6,900.00$ 5,340.00$ 9,000.00$ 63506-0500

Line X1880 3,400 HOUR 60.00$ 204,000.00$ 231,200.00$ 244,800.00$ 63506-0600

Line X1900 1,000 HOUR 75.00$ 75,000.00$ 95,000.00$ 70,000.00$ 63510-0100

Line X1920 20 WEEK 3,500.00$ 70,000.00$ 80,000.00$ 55,000.00$ 63610-2800

Line X1940 200 LNFT 30.00$ 6,000.00$ 3,200.00$ 4,000.00$ 64604-1000

Line X1960 1,570 LNFT 100.00$ 157,000.00$ 39,250.00$ 54,950.00$ 64620-0400

Line X1980 2 EACH 500.00$ 1,000.00$ 350.00$ 200.00$ 64704-1500

Line X2000 13 CUYD 350.00$ 4,550.00$ 4,225.00$ 6,500.00$ 65101-1000

Line X2020 1,800 SQYD 40.00$ 72,000.00$ 171,000.00$ 172,800.00$ 65101-1000

Line X2040 2,100 SQYD 40.00$ 84,000.00$ 199,500.00$ 157,500.00$

DRAPED ROCKFALL PROTECTION, WIRE MESH

TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, PILOT CAR

TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

CONDUIT, 4-INCH, PVC

FIXTURE, HANDRAIL (CABLE)

REMOVE AND RESET MAILBOX

MITIGATION, STREAMBED CHANNEL REALIGNMENT

DRAPED ROCKFALL PROTECTION, WIRE MESH (ANCHORED)

38,000.00$ 20,000.00$

15.00$ 38.00$

38.00$ 20.00$

17.00$ 25.00$

8.00$ 3.00$

68.00$ 72.00$

890.00$ 1,500.00$

4,000.00$ 2,750.00$

95.00$ 70.00$

25.00$ 35.00$

16.00$ 20.00$

325.00$ 500.00$

175.00$ 100.00$

95.00$ 75.00$

95.00$ 96.00$

5/3/2017 Page 6 of 6

Option Y Total of Bid Items: 110,000.00$ -30.0% 77,000.00$ -22.0% 85,800.00$ Project No: CA FLAP SR 36(13)

Project Name: STATE ROUTE 36 CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount Unit Price Amount Unit Price Amount

62540-1000 Line Y0020 22.0 ACRE 5,000.00$ 110,000.00$ 77,000.00$ 85,800.00$

Engineer's Estimate Mercer-Fraser Company Steve Manning Construction, Inc.

3,500.00$ 3,900.00$

SEEDING SUPPLEMENTS, SEED

5/3/2017 Page 1 of 1

Option Z Total of Bid Items: 111,000.00$ 66.7% 185,000.00$ 10.0% 122,100.00$ Project No: CA FLAP SR 36(13)

Project Name: STATE ROUTE 36 CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount Unit Price Amount Unit Price Amount

62601-1100 Line Z0020 185 EACH 400.00$ 74,000.00$ 92,500.00$ 61,050.00$

62616-1850 Line Z0040 185 EACH 200.00$ 37,000.00$ 92,500.00$ 61,050.00$

ACER MACROPHYLLUM, BIG LEAF MAPLE, 1-INCH TO 1 1/2-INCH CALIPER, BALLED AND BURLAPPED

PSEUDOTSUGA MENZIESII, DOUGLAS FIR, 48-INCH TO 60-INCH HEIGHT, BALLED AND BURLAPPED 330.00$

Mercer-Fraser Company Steve Manning Construction, Inc.

500.00$

500.00$

330.00$

Engineer's Estimate

5/3/2017 Page 1 of 1