HI_SR_200(3)_Bid_Tabs_Option_X.pdf

PDF 25 KB Posted Dec 15, 2015

Attached to: DTFH6815B00006, HI SR 200(3), Daniel K. Inouye Highway
Solicitation number: DTFH6815B00006
Issued by: Department of Transportation Federal Highway Administration

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Bid Tabs for Option X.

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Other files

File	Type	Posted
HI_SR_200(3)_Bid_Tabs_Schedule_A.pdf	PDF	Dec 15, 2015
Bid_Opening_Summary_Saddle_Road_East_Side.xlsx	XLSX spreadsheet	Dec 9, 2015
Amendment_A004.pdf	PDF	Dec 3, 2015
Q-A_11_25_15.pdf	PDF	Nov 25, 2015
Q-A_11_24_15.pdf	PDF	Nov 24, 2015
Amendment_A003.pdf	PDF	Nov 20, 2015
Amendment_A002.pdf	PDF	Nov 20, 2015
Amendment_A001.pdf	PDF	Nov 20, 2015
Q-A_11_20_15_(2).pdf	PDF	Nov 20, 2015
QA_11_19_15.pdf	PDF	Nov 19, 2015
Saddle_Road_East_Side.Draft_Geotechnical_Data_Report_(1).pdf	PDF	Nov 18, 2015
HI_SR_200(3)_Saddle_Road_P M_Tech_Memo.pdf	PDF	Nov 10, 2015
Saddle_Road_East_Side.Geotech_Design_Tech_Memo.pdf	PDF	Nov 10, 2015
HI_SR_200(3)_FINAL_HYDRAULIC_DESIGN_REPORT.pdf	PDF	Nov 10, 2015
DTFH6815B00006_HI_SR_200(3)_IFB.pdf	PDF	Nov 5, 2015
Plans.pdf	PDF	Nov 5, 2015
Appendix.pdf	PDF	Nov 5, 2015

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

Project No : HI SR 200(3)

Project Name : Saddle Road East Side Solcitation No:

State : HI County : Hawaii Federal Location : Hawaii County, HI

Opened at: FHWA HI Office Opened by: Clifford Chew Date: 12/14/2015

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 5,890,570.60$

Road & Highway Builde 6,102,777.00$

Kiewit Infrastructure W 5,084,582.00$

Goodfellow Bros., Inc. 7,280,141.00$

Jas W. Glover, Ltd. 5,629,187.00$

DTFH6816C00008

X=90 days

X= 140 days

X=90 days

X= 90 days

DTFH6815B00006

Jeremiah Rogers

Road & Highway Builders, LLC.

Contract Specialist

12/14/2015 FHWA Confidential Page 1 of 1

Schedule X Total of Bid Items: 5,890,570.60$ 3.6% 6,102,777.00$ 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 X0020 ALL LPSM 401,706.60$ 401,706.60$ 659,939.80$

15301-0000 Line X0040 ALL LPSM 300,000.00$ 300,000.00$ 600,000.00$

15401-0000 Line X0060 ALL LPSM 30,000.00$ 30,000.00$ 650,000.00$

30301-2000 Line X0080 331.000 STA 300.00$ 99,300.00$ 662,000.00$

40101-0500 Line X0100 23,800 TON 165.00$ 3,927,000.00$ 2,856,000.00$

40105-3000 Line X0120 238 TON 1,300.00$ 309,400.00$ 190,400.00$

41201-1000 Line X0140 86 TON 2,520.00$ 216,720.00$ 68,800.00$

62201-0300 Line X0160 5 HOUR 205.00$ 1,025.00$ 700.00$

62201-0550 Line X0180 5 HOUR 151.00$ 755.00$ 750.00$

62201-1000 Line X0200 5 HOUR 244.00$ 1,220.00$ 750.00$

62201-1400 Line X0220 5 HOUR 354.00$ 1,770.00$ 850.00$

62201-2850 Line X0240 5 HOUR 235.00$ 1,175.00$ 750.00$

62201-3350 Line X0260 5 HOUR 237.00$ 1,185.00$ 750.00$

SHOULDER RECONDITIONING

2,000.00$

MOBILIZATION

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

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

DUMP TRUCK, 12 CUBIC YARD MINIMUM CAPACITY

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

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

ANTISTRIP ADDITIVE, TYPE 3

HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

Road & Highway Builders, LLC.

600,000.00$

659,939.80$

120.00$

650,000.00$

140.00$

800.00$

150.00$

170.00$

150.00$

Engineer's Estimate

12/14/2015 Page 1 of 6

Schedule X Total of Bid Items: 5,890,570.60$ 3.6% 6,102,777.00$ 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

Road & Highway Builders, LLC.Engineer's Estimate

62202-1000 Line X0280 ALL LPSM 60,000.00$ 60,000.00$ 120,000.00$

62301-0000 Line X0300 20 HOUR 65.00$ 1,300.00$ 1,100.00$

63313-0000 Line X0320 240,872 LNFT 0.75$ 180,654.00$ 24,087.20$

63313-1000 Line X0340 28,400 LNFT 0.75$ 21,300.00$ 28,400.00$

63401-1700 Line X0360 147,600 LNFT 1.50$ 221,400.00$ 147,600.00$

63401-1800 Line X0380 2,500 LNFT 1.50$ 3,750.00$ 2,500.00$

63405-0050 Line X0400 20 EACH 50.00$ 1,000.00$ 10,000.00$

63405-3300 Line X0420 20 EACH 180.00$ 3,600.00$ 10,000.00$

63405-3350 Line X0440 70 EACH 180.00$ 12,600.00$ 14,000.00$

63405-3500 Line X0460 2 EACH 180.00$ 360.00$ 3,000.00$

63406-0000 Line X0480 9,800 EACH 7.00$ 68,600.00$ 29,400.00$

63502-2000 Line X0500 3 EACH 5,000.00$ 15,000.00$ 6,000.00$

63506-0500 Line X0520 150 HOUR 65.00$ 9,750.00$ 15,000.00$

RUMBLE STRIP (CENTERLINE)

RUMBLE STRIP, SHOULDER

PAVEMENT MARKINGS, TYPE I, SOLID

TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

TEMPORARY TRAFFIC CONTROL, FLAGGER

PAVEMENT MARKINGS, TYPE I, BROKEN

PAVEMENT MARKINGS, SYMBOLS (YIELD LINE MARKINGS)

PAVEMENT MARKINGS, TYPE I, TURN ARROW

PAVEMENT MARKINGS, TYPE I, STRAIGHT ARROW

PAVEMENT MARKINGS, TYPE I, "STOP" WORD MESSAGE

RAISED PAVEMENT MARKER

MATERIALS TRANSFER VEHICLE

GENERAL LABOR

120,000.00$

0.10$

55.00$

1.00$

500.00$

1.00$

200.00$

500.00$

3.00$

1,500.00$

100.00$

2,000.00$

12/14/2015 Page 2 of 6

Schedule X 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 X0020 ALL LPSM

15301-0000 Line X0040 ALL LPSM

15401-0000 Line X0060 ALL LPSM

30301-2000 Line X0080 331.000 STA

40101-0500 Line X0100 23,800 TON

40105-3000 Line X0120 238 TON

41201-1000 Line X0140 86 TON

62201-0300 Line X0160 5 HOUR

62201-0550 Line X0180 5 HOUR

62201-1000 Line X0200 5 HOUR

62201-1400 Line X0220 5 HOUR

62201-2850 Line X0240 5 HOUR

62201-3350 Line X0260 5 HOUR

SHOULDER RECONDITIONING

MOBILIZATION

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

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

DUMP TRUCK, 12 CUBIC YARD MINIMUM CAPAC

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

SUPERPAVE PAVEMENT, 1/2-INCH NOMINAL MAX

ANTISTRIP ADDITIVE, TYPE 3

HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMU

-13.7% 5,084,582.00$ 23.6% 7,280,141.00$

Unit Price Amount Unit Price Amount

1.00$ 900,000.00$

150,000.00$ 680,000.00$

45,000.00$ 600,000.00$

72,820.00$ 132,400.00$

3,831,800.00$ 4,069,800.00$

182,070.00$ 209,440.00$

153,510.00$ 75,680.00$

625.00$ 820.00$

900.00$ 690.00$

1,110.00$ 920.00$

1,625.00$ 1,515.00$

1,215.00$ 1,000.00$

850.00$ 1,330.00$

220.00$ 400.00$

1.00$ 900,000.00$

Kiewit Infrastructure West Co. Goodfellow Bros., Inc.

161.00$ 171.00$

150,000.00$ 680,000.00$

45,000.00$ 600,000.00$

125.00$ 164.00$

1,785.00$ 880.00$

765.00$ 880.00$

222.00$ 184.00$

180.00$ 138.00$

243.00$ 200.00$

325.00$ 303.00$

170.00$ 266.00$

12/14/2015 Page 3 of 6

Project No: HI SR 200(3)

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

Item No. Quantity Unit

62202-1000 Line X0280 ALL LPSM

62301-0000 Line X0300 20 HOUR

63313-0000 Line X0320 240,872 LNFT

63313-1000 Line X0340 28,400 LNFT

63401-1700 Line X0360 147,600 LNFT

63401-1800 Line X0380 2,500 LNFT

63405-0050 Line X0400 20 EACH

63405-3300 Line X0420 20 EACH

63405-3350 Line X0440 70 EACH

63405-3500 Line X0460 2 EACH

63406-0000 Line X0480 9,800 EACH

63502-2000 Line X0500 3 EACH

63506-0500 Line X0520 150 HOUR

RUMBLE STRIP (CENTERLINE)

RUMBLE STRIP, SHOULDER

PAVEMENT MARKINGS, TYPE I, SOLID

TEMPORARY TRAFFIC CONTROL, PORTABLE CHA

TEMPORARY TRAFFIC CONTROL, FLAGGER

PAVEMENT MARKINGS, TYPE I, BROKEN

PAVEMENT MARKINGS, SYMBOLS (YIELD LINE M

PAVEMENT MARKINGS, TYPE I, TURN ARROW

PAVEMENT MARKINGS, TYPE I, STRAIGHT ARRO

PAVEMENT MARKINGS, TYPE I, "STOP" WORD M

RAISED PAVEMENT MARKER

MATERIALS TRANSFER VEHICLE

GENERAL LABOR

-13.7% 5,084,582.00$ 23.6% 7,280,141.00$

Unit Price Amount Unit Price Amount

Kiewit Infrastructure West Co. Goodfellow Bros., Inc.

127,000.00$ 110,000.00$

1,400.00$ 1,380.00$

120,436.00$ 120,436.00$

19,880.00$ 14,200.00$

191,880.00$ 221,400.00$

7,500.00$ 10,000.00$

1,520.00$ 1,800.00$

3,840.00$ 4,500.00$

15,540.00$ 18,200.00$

1,010.00$ 1,180.00$

53,900.00$ 63,700.00$

90,000.00$ 30,000.00$

9,150.00$ 9,750.00$

127,000.00$ 110,000.00$

0.50$ 0.50$

70.00$ 69.00$

1.30$ 1.50$

0.70$ 0.50$

76.00$ 90.00$

3.00$ 4.00$

222.00$ 260.00$

192.00$ 225.00$

5.50$ 6.50$

505.00$ 590.00$

61.00$ 65.00$

30,000.00$ 10,000.00$

12/14/2015 Page 4 of 6

Project No: HI SR 200(3)

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

Item No. Quantity Unit

15101-0000 Line X0020 ALL LPSM

15301-0000 Line X0040 ALL LPSM

15401-0000 Line X0060 ALL LPSM

30301-2000 Line X0080 331.000 STA

40101-0500 Line X0100 23,800 TON

40105-3000 Line X0120 238 TON

41201-1000 Line X0140 86 TON

62201-0300 Line X0160 5 HOUR

62201-0550 Line X0180 5 HOUR

62201-1000 Line X0200 5 HOUR

62201-1400 Line X0220 5 HOUR

62201-2850 Line X0240 5 HOUR

62201-3350 Line X0260 5 HOUR

SHOULDER RECONDITIONING

MOBILIZATION

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

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

DUMP TRUCK, 12 CUBIC YARD MINIMUM CAPAC

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

SUPERPAVE PAVEMENT, 1/2-INCH NOMINAL MAX

ANTISTRIP ADDITIVE, TYPE 3

HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMU

-4.4% 5,629,187.00$

Unit Price Amount

100,800.00$

228,000.00$

150,000.00$

244,940.00$

3,760,400.00$

178,500.00$

150,500.00$

1,100.00$

725.00$

1,750.00$

1,080.00$

1,750.00$

740.00$

100,800.00$

Jas W. Glover, Ltd.

158.00$

228,000.00$

150,000.00$

220.00$

1,750.00$

750.00$

350.00$

145.00$

216.00$

350.00$

12/14/2015 Page 5 of 6

Project No: HI SR 200(3)

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

Item No. Quantity Unit

62202-1000 Line X0280 ALL LPSM

62301-0000 Line X0300 20 HOUR

63313-0000 Line X0320 240,872 LNFT

63313-1000 Line X0340 28,400 LNFT

63401-1700 Line X0360 147,600 LNFT

63401-1800 Line X0380 2,500 LNFT

63405-0050 Line X0400 20 EACH

63405-3300 Line X0420 20 EACH

63405-3350 Line X0440 70 EACH

63405-3500 Line X0460 2 EACH

63406-0000 Line X0480 9,800 EACH

63502-2000 Line X0500 3 EACH

63506-0500 Line X0520 150 HOUR

RUMBLE STRIP (CENTERLINE)

RUMBLE STRIP, SHOULDER

PAVEMENT MARKINGS, TYPE I, SOLID

TEMPORARY TRAFFIC CONTROL, PORTABLE CHA

TEMPORARY TRAFFIC CONTROL, FLAGGER

PAVEMENT MARKINGS, TYPE I, BROKEN

PAVEMENT MARKINGS, SYMBOLS (YIELD LINE M

PAVEMENT MARKINGS, TYPE I, TURN ARROW

PAVEMENT MARKINGS, TYPE I, STRAIGHT ARRO

PAVEMENT MARKINGS, TYPE I, "STOP" WORD M

RAISED PAVEMENT MARKER

MATERIALS TRANSFER VEHICLE

GENERAL LABOR

-4.4% 5,629,187.00$

Unit Price Amount

Jas W. Glover, Ltd.

125,000.00$

1,640.00$

240,872.00$

44,020.00$

214,020.00$

8,500.00$

1,680.00$

4,260.00$

17,220.00$

1,120.00$

60,760.00$

78,000.00$

10,800.00$

125,000.00$

1.00$

82.00$

1.45$

1.55$

84.00$

3.40$

246.00$

213.00$

6.20$

560.00$

72.00$

26,000.00$

12/14/2015 Page 6 of 6

File details come from the government source that posted it. Updated Nov 14, 2017.