HI_SR_200(3)_Bid_Tabs_Schedule_A.pdf

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

Project No : HI SR 200(3)

Project Name : Saddle Road East Side Solcitation No:

State : HI County : Hawaii Federal Location :

Opened at: FHWA HI Office Opened by: Clifford Chew Date: 12/8/2015

I certify that this Bid Tabulation accurately reflects the offers received for this solicitation.

Signed:

Title:

Date: 12/14/2015

Contract Awarded to: Award Date: 12/23/2015

Contract Number: Data is Public

Contractor Comment Bid Amount Responsive

Engineer's Estimate 43,231,540.62$

Road and Highway Bui 50,698,611.00$

Kiewit Infrastructure W 57,780,195.00$

Goodfellow Bro., Inc. 58,659,995.00$

Jas W. Glover, Ltd. 60,007,890.00$

DTFH6815B00006

Jeremiah Rogers

Road and Highway Builders, LLC

Contract Specialist

A=455 days

DTFH6816C00008

A=455 days

A=560 days

A=730 days

12/14/2015 FHWA Confidential Page 1 of 1

Schedule A Total of Bid Items: 43,231,540.62$ 17.3% 50,698,611.00$ Project No: HI SR 200(3)

Project Name: Saddle Road East Side CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount Unit Price Amount

15101-0000 Line A0020 ALL LPSM 2,518,633.62$ 2,518,633.62$ 7,085,107.00$

15206-0000 Line A0040 331.000 STA 192.00$ 63,552.00$ 165,500.00$

15210-4000 Line A0060 331.000 STA 125.00$ 41,375.00$ 99,300.00$

15215-1000 Line A0080 32 EACH 2,700.00$ 86,400.00$ 32,000.00$

15215-3000 Line A0100 23 EACH 500.00$ 11,500.00$ 23,000.00$

15215-4500 Line A0120 43 EACH 500.00$ 21,500.00$ 12,900.00$

15216-1000 Line A0140 331.000 STA 142.00$ 47,002.00$ 132,400.00$

15216-2000 Line A0160 662.000 STA 159.00$ 105,258.00$ 264,800.00$

15301-0000 Line A0180 ALL LPSM 483,000.00$ 483,000.00$ 2,000,000.00$

15401-0000 Line A0200 ALL LPSM 100,000.00$ 100,000.00$ 2,000,000.00$

15501-0000 Line A0220 ALL LPSM 65,000.00$ 65,000.00$ 200,000.00$

15705-0100 Line A0240 21,340 LNFT 8.00$ 170,720.00$ 256,080.00$

15705-1300 Line A0260 2,310 LNFT 46.00$ 106,260.00$ 23,100.00$

Engineer's Estimate

10.00$

12.00$

200,000.00$

2,000,000.00$

2,000,000.00$

400.00$

400.00$

300.00$

1,000.00$

300.00$

Road and Highway Builders, LLC

500.00$

7,085,107.00$

MOBILIZATION

SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

CENTERLINE, ESTABLISHMENT

SURVEY AND STAKING, ROADWAY CROSS-SECTIONS

SURVEY AND STAKING, GRADE FINISHING STAKES

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, SILT FENCE

SURVEY AND STAKING, DRAINAGE STRUCTURE

SURVEY AND STAKING, RELOCATE CONTROL POINT

SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL

SURVEY AND STAKING, APPROACH ROAD

1,000.00$

12/14/2015 Page 1 of 24

Project No: HI SR 200(3)

Project Name: Saddle Road East Side CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount Unit Price Amount

Engineer's Estimate Road and Highway Builders, LLC

15705-1400 Line A0280 5,180 LNFT 22.00$ 113,960.00$ 155,400.00$

15706-0200 Line A0300 460 EACH 200.00$ 92,000.00$ 230,000.00$

15801-0000 Line A0320 4,000 MGAL 65.00$ 260,000.00$ 720,000.00$

20101-0000 Line A0340 116.0 ACRE 6,000.00$ 696,000.00$ 4,060,000.00$

20301-1100 Line A0360 4 EACH 600.00$ 2,400.00$ 4,000.00$

20301-2400 Line A0380 16 EACH 280.00$ 4,480.00$ 16,000.00$

20302-0700 Line A0400 1,420 LNFT 5.00$ 7,100.00$ 14,200.00$

20302-1200 Line A0420 740 LNFT 50.00$ 37,000.00$ 5,920.00$

20401-0000 Line A0440 733,000 CUYD 12.00$ 8,796,000.00$ 5,864,000.00$

20402-0000 Line A0460 74,000 CUYD 12.00$ 888,000.00$ 740,000.00$

20420-0000 Line A0480 467,000 CUYD 8.00$ 3,736,000.00$ 6,071,000.00$

20441-0000 Line A0500 157,000 CUYD 10.00$ 1,570,000.00$ 942,000.00$

20441-0000 Line A0520 55,000 CUYD 10.00$ 550,000.00$ 385,000.00$ 7.00$

6.00$

13.00$

10.00$

8.00$

8.00$

10.00$

1,000.00$

1,000.00$

35,000.00$

180.00$

500.00$

30.00$

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

REMOVAL OF GATE

WASTE (DISPOSAL ON EMBANKMENT SLOPE)

WASTE

REMOVAL OF SIGN

REMOVAL OF FENCE

REMOVAL OF GUARDRAIL

ROADWAY EXCAVATION

SUBEXCAVATION

EMBANKMENT CONSTRUCTION

SOIL EROSION CONTROL, SEDIMENT LOG

SOIL EROSION CONTROL, CHECK DAM (RIPRAP)

12/14/2015 Page 2 of 24

Project No: HI SR 200(3)

Project Name: Saddle Road East Side CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount Unit Price Amount

Engineer's Estimate Road and Highway Builders, LLC

21101-1000 Line A0540 8,370 SQYD 2.50$ 20,925.00$ 251,100.00$

21201-0000 Line A0560 155.000 STA (CQ) 3,400.00$ 527,000.00$ 4,650,000.00$

25101-3000 Line A0580 21,450 CUYD 100.00$ 2,145,000.00$ 643,500.00$

25110-3000 Line A0600 973 CUYD 600.00$ 583,800.00$ 77,840.00$

30101-0000 Line A0620 71,100 TON 35.00$ 2,488,500.00$ 1,422,000.00$

30110-0000 Line A0640 40 TON 35.00$ 1,400.00$ 4,800.00$

30608-0000 Line A0660 3,000 GAL 8.00$ 24,000.00$ 45,000.00$

30608-0000 Line A0680 2,000 GAL 15.00$ 30,000.00$ 20,000.00$

31101-0000 Line A0700 7,560 TON 15.00$ 113,400.00$ 189,000.00$

40201-1300 Line A0720 36,200 TON 150.00$ 5,430,000.00$ 4,344,000.00$

40205-3000 Line A0740 362 TON 1,300.00$ 470,600.00$ 289,600.00$

40920-1000 Line A0760 87 TON 1,750.00$ 152,250.00$ 17,400.00$

41105-0000 Line A0780 1,553 TON 70.00$ 108,710.00$ 31,060.00$ 20.00$

200.00$

800.00$

120.00$

25.00$

10.00$

15.00$

120.00$

20.00$

80.00$

30.00$

30,000.00$

30.00$

ROADWAY OBLITERATION, METHOD 1

LINEAR GRADING

PLACED RIPRAP, CLASS 3

GROUTED RIPRAP, CLASS 3

ANTISTRIP ADDITIVE, TYPE 3

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

BLOTTER

AGGREGATE BASE

AGGREGATE SURFACE COURSE

DUST PALLIATIVE APPLICATION (FOR QUARRY HAUL ROAD)

DUST PALLIATIVE APPLICATION (FOR PROJECT DETOURS/ROADS)

STOCKPILED AGGREGATE (1-1/2 INCH)

HOT ASPHALT CONCRETE PAVEMENT, MARSHALL TEST, CLASS A, GRADING E

12/14/2015 Page 3 of 24

Project No: HI SR 200(3)

Project Name: Saddle Road East Side CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount Unit Price Amount

Engineer's Estimate Road and Highway Builders, LLC

60103-0220 Line A0800 4 EACH 5,000.00$ 20,000.00$ 160,000.00$

60103-0240 Line A0820 2 EACH 5,500.00$ 11,000.00$ 90,000.00$

60103-0260 Line A0840 2 EACH 7,000.00$ 14,000.00$ 100,000.00$

60201-0800 Line A0860 519 LNFT 200.00$ 103,800.00$ 103,800.00$

60201-1200 Line A0880 364 LNFT 280.00$ 101,920.00$ 91,000.00$

60201-1300 Line A0900 186 LNFT 320.00$ 59,520.00$ 50,220.00$

60201-1400 Line A0920 208 LNFT 400.00$ 83,200.00$ 60,320.00$

60221-1950 Line A0940 137 LNFT 2,300.00$ 315,100.00$ 753,500.00$

60222-1200 Line A0960 307 LNFT 2,800.00$ 859,600.00$ 767,500.00$

60222-1900 Line A0980 213 LNFT 3,800.00$ 809,400.00$ 532,500.00$

60225-1722 Line A1000 196 LNFT 7,500.00$ 1,470,000.00$ 490,000.00$

60225-1725 Line A1020 192 LNFT 7,600.00$ 1,459,200.00$ 480,000.00$

60226-0000 Line A1040 12 EACH 60,000.00$ 720,000.00$ 30,000.00$ 2,500.00$

2,500.00$

2,500.00$

2,500.00$

2,500.00$

5,500.00$

290.00$

270.00$

250.00$

200.00$

50,000.00$

45,000.00$

40,000.00$

8 FEET SPAN, 6 FEET RISE REINFORCED CONCRETE BOX CULVERT, DOUBLE BARREL

7 FEET SPAN, 5 FEET RISE REINFORCED CONCRETE BOX CULVERT, QUINTUPLE BARREL

7 FEET SPAN, 6 FEET RISE REINFORCED CONCRETE BOX CULVERT, QUINTUPLE BARREL

END SECTION FOR REINFORCED CONCRETE BOX CULVERT

24-INCH PIPE CULVERT

48-INCH PIPE CULVERT

54-INCH PIPE CULVERT

60-INCH PIPE CULVERT

8 FEET SPAN, 7 FEET RISE REINFORCED CONCRETE BOX CULVERT, SINGLE BARREL

6 FEET SPAN, 4 FEET RISE REINFORCED CONCRETE BOX CULVERT, DOUBLE BARREL

CONCRETE, HEADWALL FOR 48-INCH PIPE CULVERT (AND WINGWALLS)

CONCRETE, HEADWALL FOR 54-INCH PIPE CULVERT (AND WINGWALLS)

CONCRETE, HEADWALL FOR 60-INCH PIPE CULVERT (AND WINGWALLS)

12/14/2015 Page 4 of 24

Project No: HI SR 200(3)

Project Name: Saddle Road East Side CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount Unit Price Amount

Engineer's Estimate Road and Highway Builders, LLC

61101-0000 Line A1060 ALL LPSM 30,000.00$ 30,000.00$ 800,000.00$

61701-1350 Line A1080 1,350 LNFT 80.00$ 108,000.00$ 94,500.00$

61702-0800 Line A1100 6 EACH 6,500.00$ 39,000.00$ 24,000.00$

61901-0200 Line A1120 3,080 LNFT 15.00$ 46,200.00$ 27,720.00$

61902-1400 Line A1140 3 EACH 3,950.00$ 11,850.00$ 9,000.00$

62011-0500 Line A1160 26 EACH 2,000.00$ 52,000.00$ 130,000.00$

62101-0000 Line A1180 47 EACH 1,200.00$ 56,400.00$ 47,000.00$

62201-0300 Line A1200 200 HOUR 205.00$ 41,000.00$ 27,000.00$

62201-0550 Line A1220 200 HOUR 151.00$ 30,200.00$ 28,000.00$

62201-1000 Line A1240 200 HOUR 244.00$ 48,800.00$ 30,000.00$

62201-1400 Line A1260 200 HOUR 354.00$ 70,800.00$ 36,000.00$

62201-2850 Line A1280 200 HOUR 235.00$ 47,000.00$ 30,000.00$

62201-3350 Line A1300 200 HOUR 237.00$ 47,400.00$ 30,000.00$

140.00$

135.00$

1,000.00$

5,000.00$

3,000.00$

9.00$

4,000.00$

70.00$

800,000.00$

TERMINAL SECTION TYPE TANGENT

FENCE, WOVEN WIRE, 48-INCH HEIGHT

GATE, METAL, 16 FEET WIDTH

STONE MASONRY HEADWALL FOR 24-INCH PIPE CULVERT (AND WINGWALLS)

MONUMENT

DUMP TRUCK, 12 CUBIC YARD MINIMUM CAPACITY

WATER SYSTEM

GUARDRAIL SYSTEM G4, TYPE 2, CLASS B STEEL POSTS

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

WHEEL LOADER, 4 CUBIC YARD MINIMUM RATED CAPACITY

BULLDOZER, 250HP MINIMUM FLYWHEEL POWER

MOTOR GRADER, 12 FOOT MINIMUM BLADE

HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

150.00$

150.00$

180.00$

150.00$

12/14/2015 Page 5 of 24

Project No: HI SR 200(3)

Project Name: Saddle Road East Side CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount Unit Price Amount

Engineer's Estimate Road and Highway Builders, LLC

62202-1000 Line A1320 ALL LPSM 125,000.00$ 125,000.00$ 100,000.00$

62301-0000 Line A1340 300 HOUR 65.00$ 19,500.00$ 15,000.00$

62302-1000 Line A1360 50 HOUR 150.00$ 7,500.00$ 7,500.00$

62302-1100 Line A1380 150 HOUR 175.00$ 26,250.00$ 22,500.00$

62535-0000 Line A1400 370 GAL 50.00$ 18,500.00$ 29,600.00$

62901-1000 Line A1420 174,800 SQYD 8.00$ 1,398,400.00$ 174,800.00$

63301-0000 Line A1440 80 EACH 600.00$ 48,000.00$ 80,000.00$

63308-0000 Line A1460 100 EACH 70.00$ 7,000.00$ 20,000.00$

63401-0300 Line A1480 147,600 LNFT 1.00$ 147,600.00$ 20,664.00$

63401-0400 Line A1500 30,300 LNFT 0.75$ 22,725.00$ 3,030.00$

63405-0050 Line A1520 20 EACH 50.00$ 1,000.00$ 1,400.00$

63405-0500 Line A1540 20 EACH 120.00$ 2,400.00$ 1,400.00$

63405-0550 Line A1560 70 EACH 120.00$ 8,400.00$ 5,600.00$

MATERIALS TRANSFER VEHICLE

OBJECT MARKER

PAVEMENT MARKINGS, TYPE B, SOLID (4-inch width)

PAVEMENT MARKINGS, TYPE B, BROKEN (4-inch width)

PAVEMENT MARKINGS, SYMBOLS (yield line markings)

PAVEMENT MARKINGS, TYPE B, TURN ARROW

PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW

GENERAL LABOR

SPECIAL LABOR, HIRED TECHNICAL SERVICES

SPECIAL LABOR, HIRED SURVEY SERVICES

HERBICIDE

ROLLED EROSION CONTROL PRODUCT, TYPE 3.B

SIGN SYSTEM

100,000.00$

150.00$

50.00$

80.00$

150.00$

1,000.00$

1.00$

0.14$

200.00$

70.00$

0.10$

80.00$

70.00$

12/14/2015 Page 6 of 24

Project No: HI SR 200(3)

Project Name: Saddle Road East Side CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount Unit Price Amount

Engineer's Estimate Road and Highway Builders, LLC

63405-0700 Line A1580 2 EACH 120.00$ 240.00$ 100.00$

63501-0000 Line A1600 ALL LPSM 27,000.00$ 27,000.00$ 300,000.00$

63501-1000 Line A1620 ALL LPSM 75,000.00$ 75,000.00$ 600,000.00$

63502-0500 Line A1640 10 EACH 117.00$ 1,170.00$ 1,000.00$

63502-0600 Line A1660 20 EACH 400.00$ 8,000.00$ 2,000.00$

63502-1050 Line A1680 400 EACH 41.00$ 16,400.00$ 20,000.00$

63502-1300 Line A1700 20 EACH 127.00$ 2,540.00$ 2,000.00$

63502-1500 Line A1720 15 EACH 40.00$ 600.00$ 1,500.00$

63502-1600 Line A1740 4 EACH 50.00$ 200.00$ 800.00$

63502-1700 Line A1760 50 EACH 60.00$ 3,000.00$ 2,500.00$

63502-2000 Line A1780 3 EACH 25,000.00$ 75,000.00$ 30,000.00$

63503-0450 Line A1800 4,000 LNFT 90.00$ 360,000.00$ 80,000.00$

63503-0700 Line A1820 46,500 LNFT 1.00$ 46,500.00$ 18,600.00$

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

TEMPORARY TRAFFIC CONTROL, DRUM

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C

TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

TEMPORARY TRAFFIC CONTROL, WATER-FILLED BARRIER

PAVEMENT MARKINGS, TYPE B, "STOP" WORD MESSAGE

TEMPORARY TRAFFIC CONTROL (For existing Saddle connector transition)

TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 2

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER

300,000.00$

50.00$

100.00$

600,000.00$

50.00$

100.00$

100.00$

100.00$

50.00$

200.00$

20.00$

10,000.00$

0.40$

12/14/2015 Page 7 of 24

Project No: HI SR 200(3)

Project Name: Saddle Road East Side CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount Unit Price Amount

Engineer's Estimate Road and Highway Builders, LLC

63503-0800 Line A1840 46,500 LNFT 1.00$ 46,500.00$ 4,650.00$

63503-1000 Line A1860 6,000 LNFT 6.00$ 36,000.00$ 18,000.00$

63504-1000 Line A1880 1,140 SQFT 50.00$ 57,000.00$ 39,900.00$

63506-0400 Line A1900 2,500 HOUR 63.00$ 157,500.00$ 100,000.00$

63506-0500 Line A1920 5,000 HOUR 65.00$ 325,000.00$ 325,000.00$

63506-0600 Line A1940 1,600 HOUR 500.00$ 800,000.00$ 152,000.00$

63508-1000 Line A1960 50 TON 750.00$ 37,500.00$ 10,000.00$

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKING REMOVAL

TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, POLICE OFFICER

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, PILOT CAR

TEMPORARY TRAFFIC CONTROL, MAINTENANCE OF TRAFFIC, PAVEMENT PATCH

0.10$

35.00$

3.00$

65.00$

40.00$

200.00$

95.00$

12/14/2015 Page 8 of 24

Schedule A Total of Bid Items:

Project No: HI SR 200(3)

Project Name: Saddle Road East Side CQ = "Contract Quantity"

Item No. Quantity Unit

15101-0000 Line A0020 ALL LPSM

15206-0000 Line A0040 331.000 STA

15210-4000 Line A0060 331.000 STA

15215-1000 Line A0080 32 EACH

15215-3000 Line A0100 23 EACH

15215-4500 Line A0120 43 EACH

15216-1000 Line A0140 331.000 STA

15216-2000 Line A0160 662.000 STA

15301-0000 Line A0180 ALL LPSM

15401-0000 Line A0200 ALL LPSM

15501-0000 Line A0220 ALL LPSM

15705-0100 Line A0240 21,340 LNFT

15705-1300 Line A0260 2,310 LNFT

MOBILIZATION

SLOPE, REFERENCE, AND CLEARING AND GRUBB

CENTERLINE, ESTABLISHMENT

SURVEY AND STAKING, ROADWAY CROSS-SECT

SURVEY AND STAKING, GRADE FINISHING STAK

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, SILT FENCE

SURVEY AND STAKING, DRAINAGE STRUCTURE

SURVEY AND STAKING, RELOCATE CONTROL PO

SOIL EROSION CONTROL, TEMPORARY DIVERSI

SURVEY AND STAKING, APPROACH ROAD

33.7% 57,780,195.00$ 35.7% 58,659,995.00$

Unit Price Amount Unit Price Amount

25,535,873.00$ 8,500,000.00$

331,000.00$ 132,400.00$

331,000.00$ 66,200.00$

64,000.00$ 44,800.00$

230,000.00$ 36,800.00$

86,000.00$ 30,100.00$

165,500.00$ 99,300.00$

331,000.00$ 165,500.00$

1,500,000.00$ 1,500,000.00$

300,000.00$ 1,620,000.00$

300,000.00$ 100,000.00$

256,080.00$ 128,040.00$

113,190.00$ 184,800.00$ 49.00$ 80.00$

12.00$ 6.00$

300,000.00$ 100,000.00$

300,000.00$ 1,620,000.00$

1,500,000.00$ 1,500,000.00$

500.00$ 250.00$

500.00$ 300.00$

2,000.00$ 700.00$

10,000.00$ 1,600.00$

1,000.00$ 400.00$

1,000.00$ 200.00$

Kiewit Infrastructure West Co. Goodfellow Bro., Inc.

25,535,873.00$ 8,500,000.00$

2,000.00$ 1,400.00$

12/14/2015 Page 9 of 24

Project No: HI SR 200(3)

Project Name: Saddle Road East Side CQ = "Contract Quantity"

Item No. Quantity Unit

15705-1400 Line A0280 5,180 LNFT

15706-0200 Line A0300 460 EACH

15801-0000 Line A0320 4,000 MGAL

20101-0000 Line A0340 116.0 ACRE

20301-1100 Line A0360 4 EACH

20301-2400 Line A0380 16 EACH

20302-0700 Line A0400 1,420 LNFT

20302-1200 Line A0420 740 LNFT

20401-0000 Line A0440 733,000 CUYD

20402-0000 Line A0460 74,000 CUYD

20420-0000 Line A0480 467,000 CUYD

20441-0000 Line A0500 157,000 CUYD

20441-0000 Line A0520 55,000 CUYD

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

REMOVAL OF GATE

WASTE (DISPOSAL ON EMBANKMENT SLOPE)

WASTE

REMOVAL OF SIGN

REMOVAL OF FENCE

REMOVAL OF GUARDRAIL

ROADWAY EXCAVATION

SUBEXCAVATION

EMBANKMENT CONSTRUCTION

SOIL EROSION CONTROL, SEDIMENT LOG

SOIL EROSION CONTROL, CHECK DAM (RIPRAP)

33.7% 57,780,195.00$ 35.7% 58,659,995.00$

Unit Price Amount Unit Price Amount

Kiewit Infrastructure West Co. Goodfellow Bro., Inc.

98,420.00$ 62,160.00$

75,900.00$ 138,000.00$

280,000.00$ 280,000.00$

719,200.00$ 1,183,200.00$

2,800.00$ 4,800.00$

4,800.00$ 9,600.00$

5,680.00$ 35,500.00$

18,500.00$ 18,500.00$

2,199,000.00$ 4,911,100.00$

518,000.00$ 1,850,000.00$

934,000.00$ 5,604,000.00$

1,570.00$ 942,000.00$

550.00$ 596,750.00$ 0.01$ 10.85$

0.01$ 6.00$

2.00$ 12.00$

7.00$ 25.00$

3.00$ 6.70$

25.00$ 25.00$

4.00$ 25.00$

300.00$ 600.00$

700.00$ 1,200.00$

6,200.00$ 10,200.00$

70.00$ 70.00$

165.00$ 300.00$

19.00$ 12.00$

12/14/2015 Page 10 of 24

Project No: HI SR 200(3)

Project Name: Saddle Road East Side CQ = "Contract Quantity"

Item No. Quantity Unit

21101-1000 Line A0540 8,370 SQYD

21201-0000 Line A0560 155.000 STA (CQ)

25101-3000 Line A0580 21,450 CUYD

25110-3000 Line A0600 973 CUYD

30101-0000 Line A0620 71,100 TON

30110-0000 Line A0640 40 TON

30608-0000 Line A0660 3,000 GAL

30608-0000 Line A0680 2,000 GAL

31101-0000 Line A0700 7,560 TON

40201-1300 Line A0720 36,200 TON

40205-3000 Line A0740 362 TON

40920-1000 Line A0760 87 TON

41105-0000 Line A0780 1,553 TON

ROADWAY OBLITERATION, METHOD 1

LINEAR GRADING

PLACED RIPRAP, CLASS 3

GROUTED RIPRAP, CLASS 3

ANTISTRIP ADDITIVE, TYPE 3

FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1

BLOTTER

AGGREGATE BASE

AGGREGATE SURFACE COURSE

DUST PALLIATIVE APPLICATION (FOR QUARRY H

DUST PALLIATIVE APPLICATION (FOR PROJECT

STOCKPILED AGGREGATE (1-1/2 INCH)

HOT ASPHALT CONCRETE PAVEMENT, MARSHAL

33.7% 57,780,195.00$ 35.7% 58,659,995.00$

Unit Price Amount Unit Price Amount

Kiewit Infrastructure West Co. Goodfellow Bro., Inc.

20,925.00$ 125,550.00$

3,875,000.00$ 7,161,000.00$

1,287,000.00$ 1,394,250.00$

144,004.00$ 340,550.00$

1,493,100.00$ 3,555,000.00$

1,880.00$ 7,360.00$

30.00$ 45,000.00$

40,000.00$ 30,000.00$

756.00$ 264,600.00$

5,755,800.00$ 6,226,400.00$

272,948.00$ 318,560.00$

153,120.00$ 19,140.00$

116,475.00$ 77,650.00$ 75.00$ 50.00$

1,760.00$ 220.00$

754.00$ 880.00$

159.00$ 172.00$

0.10$ 35.00$

20.00$ 15.00$

0.01$ 15.00$

47.00$ 184.00$

21.00$ 50.00$

148.00$ 350.00$

60.00$ 65.00$

25,000.00$ 46,200.00$

2.50$ 15.00$

12/14/2015 Page 11 of 24

Project No: HI SR 200(3)

Project Name: Saddle Road East Side CQ = "Contract Quantity"

Item No. Quantity Unit

60103-0220 Line A0800 4 EACH

60103-0240 Line A0820 2 EACH

60103-0260 Line A0840 2 EACH

60201-0800 Line A0860 519 LNFT

60201-1200 Line A0880 364 LNFT

60201-1300 Line A0900 186 LNFT

60201-1400 Line A0920 208 LNFT

60221-1950 Line A0940 137 LNFT

60222-1200 Line A0960 307 LNFT

60222-1900 Line A0980 213 LNFT

60225-1722 Line A1000 196 LNFT

60225-1725 Line A1020 192 LNFT

60226-0000 Line A1040 12 EACH

8 FEET SPAN, 6 FEET RISE REINFORCED CONCR

7 FEET SPAN, 5 FEET RISE REINFORCED CONCR

7 FEET SPAN, 6 FEET RISE REINFORCED CONCR

END SECTION FOR REINFORCED CONCRETE BOX

24-INCH PIPE CULVERT

48-INCH PIPE CULVERT

54-INCH PIPE CULVERT

60-INCH PIPE CULVERT

8 FEET SPAN, 7 FEET RISE REINFORCED CONCR

6 FEET SPAN, 4 FEET RISE REINFORCED CONCR

CONCRETE, HEADWALL FOR 48-INCH PIPE CULV

CONCRETE, HEADWALL FOR 54-INCH PIPE CULV

CONCRETE, HEADWALL FOR 60-INCH PIPE CULV

33.7% 57,780,195.00$ 35.7% 58,659,995.00$

Unit Price Amount Unit Price Amount

Kiewit Infrastructure West Co. Goodfellow Bro., Inc.

200,000.00$ 100,000.00$

120,000.00$ 56,000.00$

140,000.00$ 64,000.00$

75,774.00$ 129,750.00$

215,488.00$ 127,400.00$

135,780.00$ 78,120.00$

152,880.00$ 195,520.00$

342,500.00$ 394,560.00$

669,260.00$ 813,550.00$

562,320.00$ 777,450.00$

929,040.00$ 1,254,400.00$

969,600.00$ 1,440,000.00$

1,200,000.00$ 864,000.00$ 100,000.00$ 72,000.00$

5,050.00$ 7,500.00$

4,740.00$ 6,400.00$

2,640.00$ 3,650.00$

2,180.00$ 2,650.00$

2,500.00$ 2,880.00$

735.00$ 940.00$

730.00$ 420.00$

592.00$ 350.00$

146.00$ 250.00$

70,000.00$ 32,000.00$

60,000.00$ 28,000.00$

50,000.00$ 25,000.00$

12/14/2015 Page 12 of 24

Project No: HI SR 200(3)

Project Name: Saddle Road East Side CQ = "Contract Quantity"

Item No. Quantity Unit

61101-0000 Line A1060 ALL LPSM

61701-1350 Line A1080 1,350 LNFT

61702-0800 Line A1100 6 EACH

61901-0200 Line A1120 3,080 LNFT

61902-1400 Line A1140 3 EACH

62011-0500 Line A1160 26 EACH

62101-0000 Line A1180 47 EACH

62201-0300 Line A1200 200 HOUR

62201-0550 Line A1220 200 HOUR

62201-1000 Line A1240 200 HOUR

62201-1400 Line A1260 200 HOUR

62201-2850 Line A1280 200 HOUR

62201-3350 Line A1300 200 HOUR

TERMINAL SECTION TYPE TANGENT

FENCE, WOVEN WIRE, 48-INCH HEIGHT

GATE, METAL, 16 FEET WIDTH

STONE MASONRY HEADWALL FOR 24-INCH PIPE

MONUMENT

DUMP TRUCK, 12 CUBIC YARD MINIMUM CAPAC

WATER SYSTEM

GUARDRAIL SYSTEM G4, TYPE 2, CLASS B STEE

BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RA

WHEEL LOADER, 4 CUBIC YARD MINIMUM RATE

BULLDOZER, 250HP MINIMUM FLYWHEEL POWE

MOTOR GRADER, 12 FOOT MINIMUM BLADE

HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMU

33.7% 57,780,195.00$ 35.7% 58,659,995.00$

Unit Price Amount Unit Price Amount

Kiewit Infrastructure West Co. Goodfellow Bro., Inc.

350,000.00$ 123,000.00$

89,100.00$ 95,850.00$

60,000.00$ 48,000.00$

64,680.00$ 77,000.00$

12,000.00$ 10,200.00$

520,000.00$ 260,000.00$

47,000.00$ 60,160.00$

25,000.00$ 32,800.00$

36,000.00$ 27,600.00$

44,400.00$ 36,800.00$

65,000.00$ 60,600.00$

48,600.00$ 40,000.00$

34,000.00$ 53,200.00$

180.00$ 138.00$

125.00$ 164.00$

1,000.00$ 1,280.00$

20,000.00$ 10,000.00$

4,000.00$ 3,400.00$

21.00$ 25.00$

10,000.00$ 8,000.00$

66.00$ 71.00$

350,000.00$ 123,000.00$

222.00$ 184.00$

243.00$ 200.00$

325.00$ 303.00$

170.00$ 266.00$

12/14/2015 Page 13 of 24

Project No: HI SR 200(3)

Project Name: Saddle Road East Side CQ = "Contract Quantity"

Item No. Quantity Unit

62202-1000 Line A1320 ALL LPSM

62301-0000 Line A1340 300 HOUR

62302-1000 Line A1360 50 HOUR

62302-1100 Line A1380 150 HOUR

62535-0000 Line A1400 370 GAL

62901-1000 Line A1420 174,800 SQYD

63301-0000 Line A1440 80 EACH

63308-0000 Line A1460 100 EACH

63401-0300 Line A1480 147,600 LNFT

63401-0400 Line A1500 30,300 LNFT

63405-0050 Line A1520 20 EACH

63405-0500 Line A1540 20 EACH

63405-0550 Line A1560 70 EACH

MATERIALS TRANSFER VEHICLE

OBJECT MARKER

PAVEMENT MARKINGS, TYPE B, SOLID (4-inch w

PAVEMENT MARKINGS, TYPE B, BROKEN (4-inch

PAVEMENT MARKINGS, SYMBOLS (yield line mar

PAVEMENT MARKINGS, TYPE B, TURN ARROW

PAVEMENT MARKINGS, TYPE B, STRAIGHT ARRO

GENERAL LABOR

SPECIAL LABOR, HIRED TECHNICAL SERVICES

SPECIAL LABOR, HIRED SURVEY SERVICES

HERBICIDE

ROLLED EROSION CONTROL PRODUCT, TYPE 3.B

SIGN SYSTEM

33.7% 57,780,195.00$ 35.7% 58,659,995.00$

Unit Price Amount Unit Price Amount

Kiewit Infrastructure West Co. Goodfellow Bro., Inc.

199,000.00$ 110,000.00$

21,000.00$ 20,700.00$

6,750.00$ 10,000.00$

29,250.00$ 37,500.00$

14,800.00$ 18,500.00$

524,400.00$ 690,460.00$

62,000.00$ 104,000.00$

9,300.00$ 25,000.00$

32,472.00$ 51,660.00$

6,666.00$ 10,605.00$

2,100.00$ 2,400.00$

2,160.00$ 2,500.00$

9,590.00$ 11,200.00$

199,000.00$ 110,000.00$

135.00$ 200.00$

70.00$ 69.00$

40.00$ 50.00$

195.00$ 250.00$

775.00$ 1,300.00$

3.00$ 3.95$

0.22$ 0.35$

93.00$ 250.00$

105.00$ 120.00$

0.22$ 0.35$

137.00$ 160.00$

108.00$ 125.00$

12/14/2015 Page 14 of 24

Project No: HI SR 200(3)

Project Name: Saddle Road East Side CQ = "Contract Quantity"

Item No. Quantity Unit

63405-0700 Line A1580 2 EACH

63501-0000 Line A1600 ALL LPSM

63501-1000 Line A1620 ALL LPSM

63502-0500 Line A1640 10 EACH

63502-0600 Line A1660 20 EACH

63502-1050 Line A1680 400 EACH

63502-1300 Line A1700 20 EACH

63502-1500 Line A1720 15 EACH

63502-1600 Line A1740 4 EACH

63502-1700 Line A1760 50 EACH

63502-2000 Line A1780 3 EACH

63503-0450 Line A1800 4,000 LNFT

63503-0700 Line A1820 46,500 LNFT

TEMPORARY TRAFFIC CONTROL, PAVEMENT MAR

TEMPORARY TRAFFIC CONTROL, DRUM

TEMPORARY TRAFFIC CONTROL, WARNING LIGH

TEMPORARY TRAFFIC CONTROL, WARNING LIGH

TEMPORARY TRAFFIC CONTROL, WARNING LIGH

TEMPORARY TRAFFIC CONTROL, PORTABLE CHA

TEMPORARY TRAFFIC CONTROL, WATER-FILLED

PAVEMENT MARKINGS, TYPE B, "STOP" WORD M

TEMPORARY TRAFFIC CONTROL (For existing Sa

TEMPORARY TRAFFIC CONTROL, TRAFFIC AND S

TEMPORARY TRAFFIC CONTROL, BARRICADE TY

TEMPORARY TRAFFIC CONTROL, BARRICADE TY

TEMPORARY TRAFFIC CONTROL, TUBULAR MARK

33.7% 57,780,195.00$ 35.7% 58,659,995.00$

Unit Price Amount Unit Price Amount

Kiewit Infrastructure West Co. Goodfellow Bro., Inc.

274.00$ 320.00$

50,000.00$ 490,000.00$

300,000.00$ 400,000.00$

1,000.00$ 1,000.00$

10,800.00$ 10,000.00$

200,000.00$ 20,000.00$

4,000.00$ 3,000.00$

1,770.00$ 750.00$

1,840.00$ 280.00$

5,000.00$ 4,250.00$

90,000.00$ 60,000.00$

620,000.00$ 720,000.00$

93,000.00$ 55,800.00$

50,000.00$ 490,000.00$

137.00$ 160.00$

100.00$ 100.00$

300,000.00$ 400,000.00$

500.00$ 50.00$

540.00$ 500.00$

118.00$ 50.00$

200.00$ 150.00$

100.00$ 85.00$

460.00$ 70.00$

155.00$ 180.00$

30,000.00$ 20,000.00$

2.00$ 1.20$

12/14/2015 Page 15 of 24

Project No: HI SR 200(3)

Project Name: Saddle Road East Side CQ = "Contract Quantity"

Item No. Quantity Unit

63503-0800 Line A1840 46,500 LNFT

63503-1000 Line A1860 6,000 LNFT

63504-1000 Line A1880 1,140 SQFT

63506-0400 Line A1900 2,500 HOUR

63506-0500 Line A1920 5,000 HOUR

63506-0600 Line A1940 1,600 HOUR

63508-1000 Line A1960 50 TON

TEMPORARY TRAFFIC CONTROL, PAVEMENT MAR

TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

TEMPORARY TRAFFIC CONTROL, CONSTRUCTIO

TEMPORARY TRAFFIC CONTROL, POLICE OFFICE

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, PILOT CAR

TEMPORARY TRAFFIC CONTROL, MAINTENANCE

33.7% 57,780,195.00$ 35.7% 58,659,995.00$

Unit Price Amount Unit Price Amount

Kiewit Infrastructure West Co. Goodfellow Bro., Inc.

93,000.00$ 46,500.00$

27,000.00$ 48,000.00$

114,000.00$ 57,000.00$

125,000.00$ 125,000.00$

305,000.00$ 325,000.00$

120,000.00$ 120,000.00$

27,500.00$ 50,000.00$

2.00$ 1.00$

100.00$ 50.00$

4.50$ 8.00$

61.00$ 65.00$

50.00$ 50.00$

550.00$ 1,000.00$

75.00$ 75.00$

12/14/2015 Page 16 of 24

Project No: HI SR 200(3)

Project Name: Saddle Road East Side CQ = "Contract Quantity"

Item No. Quantity Unit

15101-0000 Line A0020 ALL LPSM

15206-0000 Line A0040 331.000 STA

15210-4000 Line A0060 331.000 STA

15215-1000 Line A0080 32 EACH

15215-3000 Line A0100 23 EACH

15215-4500 Line A0120 43 EACH

15216-1000 Line A0140 331.000 STA

15216-2000 Line A0160 662.000 STA

15301-0000 Line A0180 ALL LPSM

15401-0000 Line A0200 ALL LPSM

15501-0000 Line A0220 ALL LPSM

15705-0100 Line A0240 21,340 LNFT

15705-1300 Line A0260 2,310 LNFT

MOBILIZATION

SLOPE, REFERENCE, AND CLEARING AND GRUBB

CENTERLINE, ESTABLISHMENT

SURVEY AND STAKING, ROADWAY CROSS-SECT

SURVEY AND STAKING, GRADE FINISHING STAK

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, SILT FENCE

SURVEY AND STAKING, DRAINAGE STRUCTURE

SURVEY AND STAKING, RELOCATE CONTROL PO

SOIL EROSION CONTROL, TEMPORARY DIVERSI

SURVEY AND STAKING, APPROACH ROAD

38.8% 60,007,890.00$

Unit Price Amount

4,750,073.00$

22,508.00$

22,508.00$

68,160.00$

23,230.00$

43,430.00$

22,508.00$

45,016.00$

385,000.00$

255,000.00$

125,000.00$

192,060.00$

367,290.00$ 159.00$

9.00$

125,000.00$

255,000.00$

385,000.00$

68.00$

68.00$

1,010.00$

1,010.00$

68.00$

68.00$

Jas W. Glover, Ltd.

4,750,073.00$

2,130.00$

12/14/2015 Page 17 of 24

Project No: HI SR 200(3)

Project Name: Saddle Road East Side CQ = "Contract Quantity"

Item No. Quantity Unit

15705-1400 Line A0280 5,180 LNFT

15706-0200 Line A0300 460 EACH

15801-0000 Line A0320 4,000 MGAL

20101-0000 Line A0340 116.0 ACRE

20301-1100 Line A0360 4 EACH

20301-2400 Line A0380 16 EACH

20302-0700 Line A0400 1,420 LNFT

20302-1200 Line A0420 740 LNFT

20401-0000 Line A0440 733,000 CUYD

20402-0000 Line A0460 74,000 CUYD

20420-0000 Line A0480 467,000 CUYD

20441-0000 Line A0500 157,000 CUYD

20441-0000 Line A0520 55,000 CUYD

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

REMOVAL OF GATE

WASTE (DISPOSAL ON EMBANKMENT SLOPE)

WASTE

REMOVAL OF SIGN

REMOVAL OF FENCE

REMOVAL OF GUARDRAIL

ROADWAY EXCAVATION

SUBEXCAVATION

EMBANKMENT CONSTRUCTION

SOIL EROSION CONTROL, SEDIMENT LOG

SOIL EROSION CONTROL, CHECK DAM (RIPRAP)

38.8% 60,007,890.00$

Unit Price Amount

Jas W. Glover, Ltd.

121,730.00$

310,500.00$

360,000.00$

980,200.00$

2,580.00$

7,600.00$

11,644.00$

20,720.00$

6,303,800.00$

654,900.00$

10,344,050.00$

2,888,800.00$

1,446,500.00$ 26.30$

18.40$

22.15$

8.85$

8.60$

28.00$

8.20$

475.00$

645.00$

8,450.00$

90.00$

675.00$

23.50$

12/14/2015 Page 18 of 24

Project No: HI SR 200(3)

Project Name: Saddle Road East Side CQ = "Contract Quantity"

Item No. Quantity Unit

21101-1000 Line A0540 8,370 SQYD

21201-0000 Line A0560 155.000 STA (CQ)

25101-3000 Line A0580 21,450 CUYD

25110-3000 Line A0600 973 CUYD

30101-0000 Line A0620 71,100 TON

30110-0000 Line A0640 40 TON

30608-0000 Line A0660 3,000 GAL

30608-0000 Line A0680 2,000 GAL

31101-0000 Line A0700 7,560 TON

40201-1300 Line A0720 36,200 TON

40205-3000 Line A0740 362 TON

40920-1000 Line A0760 87 TON

41105-0000 Line A0780 1,553 TON

ROADWAY OBLITERATION, METHOD 1

LINEAR GRADING

PLACED RIPRAP, CLASS 3

GROUTED RIPRAP, CLASS 3

ANTISTRIP ADDITIVE, TYPE 3

FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1

BLOTTER

AGGREGATE BASE

AGGREGATE SURFACE COURSE

DUST PALLIATIVE APPLICATION (FOR QUARRY H

DUST PALLIATIVE APPLICATION (FOR PROJECT

STOCKPILED AGGREGATE (1-1/2 INCH)

HOT ASPHALT CONCRETE PAVEMENT, MARSHAL

38.8% 60,007,890.00$

Unit Price Amount

Jas W. Glover, Ltd.

46,035.00$

1,193,500.00$

1,737,450.00$

705,425.00$

2,744,460.00$

2,120.00$

43,800.00$

5,719,600.00$

271,500.00$

152,250.00$

116,475.00$ 75.00$

1,750.00$

750.00$

158.00$

21.90$

53.00$

38.60$

725.00$

81.00$

7,700.00$

5.50$

12/14/2015 Page 19 of 24

Project No: HI SR 200(3)

Project Name: Saddle Road East Side CQ = "Contract Quantity"

Item No. Quantity Unit

60103-0220 Line A0800 4 EACH

60103-0240 Line A0820 2 EACH

60103-0260 Line A0840 2 EACH

60201-0800 Line A0860 519 LNFT

60201-1200 Line A0880 364 LNFT

60201-1300 Line A0900 186 LNFT

60201-1400 Line A0920 208 LNFT

60221-1950 Line A0940 137 LNFT

60222-1200 Line A0960 307 LNFT

60222-1900 Line A0980 213 LNFT

60225-1722 Line A1000 196 LNFT

60225-1725 Line A1020 192 LNFT

60226-0000 Line A1040 12 EACH

8 FEET SPAN, 6 FEET RISE REINFORCED CONCR

7 FEET SPAN, 5 FEET RISE REINFORCED CONCR

7 FEET SPAN, 6 FEET RISE REINFORCED CONCR

END SECTION FOR REINFORCED CONCRETE BOX

24-INCH PIPE CULVERT

48-INCH PIPE CULVERT

54-INCH PIPE CULVERT

60-INCH PIPE CULVERT

8 FEET SPAN, 7 FEET RISE REINFORCED CONCR

6 FEET SPAN, 4 FEET RISE REINFORCED CONCR

CONCRETE, HEADWALL FOR 48-INCH PIPE CULV

CONCRETE, HEADWALL FOR 54-INCH PIPE CULV

CONCRETE, HEADWALL FOR 60-INCH PIPE CULV

38.8% 60,007,890.00$

Unit Price Amount

Jas W. Glover, Ltd.

126,600.00$

70,200.00$

80,800.00$

200,853.00$

893,620.00$

914,190.00$

947,440.00$

871,320.00$

1,442,900.00$

1,980,900.00$

1,258,320.00$

2,169,600.00$

915,600.00$ 76,300.00$

11,300.00$

6,420.00$

9,300.00$

4,700.00$

6,360.00$

4,555.00$

4,915.00$

2,455.00$

387.00$

40,400.00$

35,100.00$

31,650.00$

12/14/2015 Page 20 of 24

Project No: HI SR 200(3)

Project Name: Saddle Road East Side CQ = "Contract Quantity"

Item No. Quantity Unit

61101-0000 Line A1060 ALL LPSM

61701-1350 Line A1080 1,350 LNFT

61702-0800 Line A1100 6 EACH

61901-0200 Line A1120 3,080 LNFT

61902-1400 Line A1140 3 EACH

62011-0500 Line A1160 26 EACH

62101-0000 Line A1180 47 EACH

62201-0300 Line A1200 200 HOUR

62201-0550 Line A1220 200 HOUR

62201-1000 Line A1240 200 HOUR

62201-1400 Line A1260 200 HOUR

62201-2850 Line A1280 200 HOUR

62201-3350 Line A1300 200 HOUR

TERMINAL SECTION TYPE TANGENT

FENCE, WOVEN WIRE, 48-INCH HEIGHT

GATE, METAL, 16 FEET WIDTH

STONE MASONRY HEADWALL FOR 24-INCH PIPE

MONUMENT

DUMP TRUCK, 12 CUBIC YARD MINIMUM CAPAC

WATER SYSTEM

GUARDRAIL SYSTEM G4, TYPE 2, CLASS B STEE

BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RA

WHEEL LOADER, 4 CUBIC YARD MINIMUM RATE

BULLDOZER, 250HP MINIMUM FLYWHEEL POWE

MOTOR GRADER, 12 FOOT MINIMUM BLADE

HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMU

38.8% 60,007,890.00$

Unit Price Amount

Jas W. Glover, Ltd.

178,000.00$

98,550.00$

52,200.00$

71,918.00$

20,100.00$

507,000.00$

72,380.00$

44,000.00$

29,000.00$

70,000.00$

70,000.00$

43,200.00$

70,000.00$

145.00$

220.00$

1,540.00$

19,500.00$

6,700.00$

23.35$

8,700.00$

73.00$

178,000.00$

350.00$

216.00$

350.00$

350.00$

12/14/2015 Page 21 of 24

Project No: HI SR 200(3)

Project Name: Saddle Road East Side CQ = "Contract Quantity"

Item No. Quantity Unit

62202-1000 Line A1320 ALL LPSM

62301-0000 Line A1340 300 HOUR

62302-1000 Line A1360 50 HOUR

62302-1100 Line A1380 150 HOUR

62535-0000 Line A1400 370 GAL

62901-1000 Line A1420 174,800 SQYD

63301-0000 Line A1440 80 EACH

63308-0000 Line A1460 100 EACH

63401-0300 Line A1480 147,600 LNFT

63401-0400 Line A1500 30,300 LNFT

63405-0050 Line A1520 20 EACH

63405-0500 Line A1540 20 EACH

63405-0550 Line A1560 70 EACH

MATERIALS TRANSFER VEHICLE

OBJECT MARKER

PAVEMENT MARKINGS, TYPE B, SOLID (4-inch w

PAVEMENT MARKINGS, TYPE B, BROKEN (4-inch

PAVEMENT MARKINGS, SYMBOLS (yield line mar

PAVEMENT MARKINGS, TYPE B, TURN ARROW

PAVEMENT MARKINGS, TYPE B, STRAIGHT ARRO

GENERAL LABOR

SPECIAL LABOR, HIRED TECHNICAL SERVICES

SPECIAL LABOR, HIRED SURVEY SERVICES

HERBICIDE

ROLLED EROSION CONTROL PRODUCT, TYPE 3.B

SIGN SYSTEM

38.8% 60,007,890.00$

Unit Price Amount

Jas W. Glover, Ltd.

195,000.00$

24,600.00$

22,750.00$

40,500.00$

51,800.00$

603,060.00$

68,160.00$

10,300.00$

35,424.00$

7,272.00$

2,340.00$

2,400.00$

10,710.00$

195,000.00$

455.00$

82.00$

140.00$

270.00$

852.00$

3.45$

0.24$

103.00$

117.00$

0.24$

153.00$

120.00$

12/14/2015 Page 22 of 24

Project No: HI SR 200(3)

Project Name: Saddle Road East Side CQ = "Contract Quantity"

Item No. Quantity Unit

63405-0700 Line A1580 2 EACH

63501-0000 Line A1600 ALL LPSM

63501-1000 Line A1620 ALL LPSM

63502-0500 Line A1640 10 EACH

63502-0600 Line A1660 20 EACH

63502-1050 Line A1680 400 EACH

63502-1300 Line A1700 20 EACH

63502-1500 Line A1720 15 EACH

63502-1600 Line A1740 4 EACH

63502-1700 Line A1760 50 EACH

63502-2000 Line A1780 3 EACH

63503-0450 Line A1800 4,000 LNFT

63503-0700 Line A1820 46,500 LNFT

TEMPORARY TRAFFIC CONTROL, PAVEMENT MAR

TEMPORARY TRAFFIC CONTROL, DRUM

TEMPORARY TRAFFIC CONTROL, WARNING LIGH

TEMPORARY TRAFFIC CONTROL, WARNING LIGH

TEMPORARY TRAFFIC CONTROL, WARNING LIGH

TEMPORARY TRAFFIC CONTROL, PORTABLE CHA

TEMPORARY TRAFFIC CONTROL, WATER-FILLED

PAVEMENT MARKINGS, TYPE B, "STOP" WORD M

TEMPORARY TRAFFIC CONTROL (For existing Sa

TEMPORARY TRAFFIC CONTROL, TRAFFIC AND S

TEMPORARY TRAFFIC CONTROL, BARRICADE TY

TEMPORARY TRAFFIC CONTROL, BARRICADE TY

TEMPORARY TRAFFIC CONTROL, TUBULAR MARK

38.8% 60,007,890.00$

Unit Price Amount

Jas W. Glover, Ltd.

306.00$

511,000.00$

292,500.00$

2,000.00$

18,000.00$

20,000.00$

3,800.00$

1,875.00$

480.00$

6,250.00$

126,000.00$

1,380,000.00$

53,475.00$

511,000.00$

153.00$

200.00$

292,500.00$

50.00$

900.00$

125.00$

190.00$

125.00$

120.00$

345.00$

42,000.00$

1.15$

12/14/2015 Page 23 of 24

Project No: HI SR 200(3)

Project Name: Saddle Road East Side CQ = "Contract Quantity"

Item No. Quantity Unit

63503-0800 Line A1840 46,500 LNFT

63503-1000 Line A1860 6,000 LNFT

63504-1000 Line A1880 1,140 SQFT

63506-0400 Line A1900 2,500 HOUR

63506-0500 Line A1920 5,000 HOUR

63506-0600 Line A1940 1,600 HOUR

63508-1000 Line A1960 50 TON

TEMPORARY TRAFFIC CONTROL, PAVEMENT MAR

TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

TEMPORARY TRAFFIC CONTROL, CONSTRUCTIO

TEMPORARY TRAFFIC CONTROL, POLICE OFFICE

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, PILOT CAR

TEMPORARY TRAFFIC CONTROL, MAINTENANCE

38.8% 60,007,890.00$

Unit Price Amount

Jas W. Glover, Ltd.

39,525.00$

56,400.00$

45,600.00$

145,000.00$

350,000.00$

136,000.00$

39,250.00$

0.85$

40.00$

9.40$

70.00$

58.00$

785.00$

85.00$

12/14/2015 Page 24 of 24