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: 2,827,800.00$ 5.6% 2,986,205.82$ 40.3% 3,967,477.00$ 25.3% 3,544,335.00$ Project No: UT FLAP 2496(1)

Project Name: Ephraim Canyon Road CQ = "Contract Quantity"

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

15101-0000 Line A0020 ALL LPSM 252,505.00$ 252,505.00$ 300,000.00$ 460,000.00$ 200,000.00$

15201-0000 Line A0040 ALL LPSM 85,000.00$ 85,000.00$ 70,000.00$ 87,000.00$ 20,000.00$

15301-0000 Line A0060 ALL LPSM 125,000.00$ 125,000.00$ 51,000.00$ 285,000.00$ 125,000.00$

15401-0000 Line A0080 ALL LPSM 75,000.00$ 75,000.00$ 68,000.00$ 325,000.00$ 100,000.00$

15501-0000 Line A0100 ALL LPSM 10,000.00$ 10,000.00$ 10,500.00$ 5,000.00$ 5,000.00$

15705-1400 Line A0120 1,820 LNFT 2.50$ 4,550.00$ 7,280.00$ 14,560.00$ 18,200.00$

15706-1600 Line A0140 1 EACH 2,000.00$ 2,000.00$ 3,000.00$ 4,700.00$ 5,000.00$

20101-0000 Line A0160 2.6 ACRE 2,200.00$ 5,720.00$ 31,200.00$ 16,900.00$ 17,680.00$

20220-1000 Line A0180 11 EACH 500.00$ 5,500.00$ 16,500.00$ 7,920.00$ 8,800.00$

20301-0700 Line A0200 50 EACH 40.00$ 2,000.00$ 825.00$ 2,000.00$ 2,250.00$

20301-2400 Line A0220 21 EACH 150.00$ 3,150.00$ 2,835.00$ 1,155.00$ 1,155.00$

20302-1200 Line A0240 175 LNFT 5.00$ 875.00$ 700.00$ 700.00$ 875.00$

20310-1000 Line A0260 1 EACH 2,000.00$ 2,000.00$ 1,100.00$ 1,500.00$ 1,500.00$

20402-0000 Line A0280 2,000 CUYD 30.00$ 60,000.00$ 76,000.00$ 58,000.00$ 62,000.00$

20420-0000 Line A0300 1,200 CUYD 25.00$ 30,000.00$ 42,000.00$ 58,800.00$ 62,400.00$

25101-2100 Line A0320 500 CUYD 62.00$ 31,000.00$ 31,000.00$ 55,000.00$ 57,500.00$

25101-2200 Line A0340 75 CUYD 80.00$ 6,000.00$ 5,100.00$ 8,250.00$ 8,625.00$

25120-2100 Line A0360 3,100 LNFT 80.00$ 248,000.00$ 52,700.00$ 62,000.00$ 65,100.00$

25126-0000 Line A0380 40 EACH 100.00$ 4,000.00$ 18,000.00$ 4,800.00$ 5,000.00$

30202-2000 Line A0400 7,500 TON 22.00$ 165,000.00$ 217,500.00$ 243,750.00$ 262,500.00$

30301-6000 Line A0420 3.800 MILE 25,000.00$ 95,000.00$ 38,000.00$ 304,000.00$ 304,000.00$

30302-1000 Line A0440 2,000 LNFT 2.00$ 4,000.00$ 9,200.00$ 36,000.00$ 40,000.00$

40101-5600 Line A0460 14,500 TON 80.00$ 1,160,000.00$ 1,479,000.00$ 1,174,500.00$ 1,522,500.00$

CONTRACTOR TESTING

68,000.00$ 325,000.00$ 100,000.00$

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

CONTRACTOR QUALITY CONTROL

PLACED RIPRAP, METHOD B, CLASS 1(TYPE II RIPRAP DITCH)

PLACED RIPRAP, METHOD B, CLASS 2(TYPE II RIPRAP DITCH)

RIPRAP DITCH, METHOD B, CLASS 1(TYPE I RIPRAP DITCH)

SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

CLEARING AND GRUBBING

REMOVAL, INDIVIDUAL TREE

REMOVAL OF DELINEATOR

REMOVAL OF SIGN

REMOVAL OF GUARDRAIL

REMOVE AND RESET BOULDER

ROADWAY AGGREGATE, METHOD 2

ROADWAY RECONDITIONING

DITCH RECONDITIONING

ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, FIBER ROLL

PLUG, EXISTING PIPE

SUBEXCAVATION

EMBANKMENT CONSTRUCTION

460,000.00$ 200,000.00$

Staker Parsons DBA Hales Sand & Grave Geneva Rock Products GC Works, Inc.

70,000.00$

300,000.00$

10,500.00$ 5,000.00$ 5,000.00$

87,000.00$ 20,000.00$

51,000.00$ 285,000.00$ 125,000.00$

12,000.00$ 6,500.00$ 6,800.00$

3,000.00$ 4,700.00$ 5,000.00$

4.00$ 8.00$ 10.00$

16.50$ 40.00$ 45.00$

1,500.00$ 720.00$ 800.00$

4.00$ 4.00$ 5.00$

135.00$ 55.00$ 55.00$

38.00$ 29.00$ 31.00$

1,100.00$ 1,500.00$ 1,500.00$

62.00$ 110.00$ 115.00$

35.00$ 49.00$ 52.00$

17.00$ 20.00$ 21.00$

68.00$ 110.00$ 115.00$

29.00$ 32.50$ 35.00$

450.00$ 120.00$ 125.00$

4.60$ 18.00$ 20.00$

10,000.00$ 80,000.00$ 80,000.00$

102.00$ 81.00$ 105.00$

Engineer's Estimate

5/8/2018 Page 1 of 3

Schedule A Total of Bid Items: 2,827,800.00$ 5.6% 2,986,205.82$ 40.3% 3,967,477.00$ 25.3% 3,544,335.00$ Project No: UT FLAP 2496(1)

Project Name: Ephraim Canyon Road CQ = "Contract Quantity"

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

Staker Parsons DBA Hales Sand & Grave Geneva Rock Products GC Works, Inc.Engineer's Estimate

40105-3000 Line A0480 145 TON 300.00$ 43,500.00$ 47,125.00$ 14,500.00$ 14,500.00$

40601-0000 Line A0500 30 TON 500.00$ 15,000.00$ 12,600.00$ 15,000.00$ 15,000.00$

41102-1000 Line A0520 67,500 SQYD 0.50$ 33,750.00$ 50,625.00$ 67,500.00$ 67,500.00$

41105-0000 Line A0540 1 TON 50.00$ 50.00$ 950.00$ 2,300.00$ 2,500.00$

41201-0000 Line A0560 30 TON 435.00$ 13,050.00$ 22,500.00$ 7,500.00$ 7,500.00$

60201-0800 Line A0580 95 LNFT 125.00$ 11,875.00$ 14,250.00$ 13,490.00$ 16,625.00$

60210-0800 Line A0600 4 EACH 800.00$ 3,200.00$ 3,160.00$ 3,200.00$ 3,200.00$

60501-0000 Line A0620 685 LNFT 50.00$ 34,250.00$ 30,825.00$ 92,475.00$ 99,325.00$

60704-0000 Line A0640 20 EACH 2,500.00$ 50,000.00$ 19,000.00$ 40,000.00$ 50,000.00$

60901-0400 Line A0660 425 LNFT 25.00$ 10,625.00$ 11,900.00$ 23,375.00$ 25,500.00$

61701-4500 Line A0680 200 LNFT 25.00$ 5,000.00$ 6,600.00$ 9,600.00$ 10,200.00$

61702-0000 Line A0700 2 EACH 2,500.00$ 5,000.00$ 3,960.00$ 5,000.00$ 6,000.00$

61902-1400 Line A0720 1 EACH 2,500.00$ 2,500.00$ 3,850.00$ 16,000.00$ 17,000.00$

61903-1100 Line A0740 1 EACH 20,000.00$ 20,000.00$ 42,000.00$ 50,000.00$ 52,000.00$

61920-3000 Line A0760 1 EACH 1,500.00$ 1,500.00$ 14,000.00$ 35,000.00$ 36,000.00$

62201-0200 Line A0780 32 HOUR 110.00$ 3,520.00$ 3,040.00$ 4,640.00$ 5,120.00$

62201-0550 Line A0800 32 HOUR 100.00$ 3,200.00$ 3,520.00$ 3,360.00$ 3,680.00$

62201-0950 Line A0820 32 HOUR 125.00$ 4,000.00$ 3,520.00$ 4,160.00$ 4,640.00$

62201-2750 Line A0840 32 HOUR 155.00$ 4,960.00$ 4,000.00$ 5,120.00$ 5,600.00$

62201-3000 Line A0860 32 HOUR 350.00$ 11,200.00$ 4,320.00$ 4,800.00$ 5,280.00$

62301-0000 Line A0880 160 HOUR 35.00$ 5,600.00$ 4,000.00$ 9,600.00$ 10,400.00$

62302-1000 Line A0900 40 HOUR 110.00$ 4,400.00$ 3,800.00$ 2,880.00$ 3,080.00$

62302-1100 Line A0920 40 HOUR 200.00$ 8,000.00$ 5,000.00$ 8,400.00$ 3,200.00$

END SECTION FOR 24-INCH PIPE CULVERT

CATTLE GUARD, 32 FEET

REMOVE AND RESET CATTLE GUARD

DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

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

WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

MOTOR GRADER

STANDARD UNDERDRAIN SYSTEM

CLEANING CULVERT IN PLACE

CURB, CONCRETE, 6-INCH DEPTH

GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS(UDOT MGS GUARDRAIL)

TERMINAL SECTION(UDOT TYPE II ANCHOR)

GATE, METAL, 16 FEET WIDTH

FOG SEAL

PRIME COAT, METHOD 1

BLOTTER

TACK COAT

24-INCH PIPE CULVERT

ANTISTRIP ADDITIVE, TYPE 3

HYDRAULIC EXCAVATOR

GENERAL LABOR

SPECIAL LABOR, HIRED TECHNICAL SERVICES

SPECIAL LABOR, HIRED SURVEY SERVICES

325.00$ 100.00$ 100.00$

0.75$ 1.00$ 1.00$

420.00$ 500.00$ 500.00$

750.00$ 250.00$ 250.00$

950.00$ 2,300.00$ 2,500.00$

790.00$ 800.00$ 800.00$

150.00$ 142.00$ 175.00$

950.00$ 2,000.00$ 2,500.00$

45.00$ 135.00$ 145.00$

33.00$ 48.00$ 51.00$

28.00$ 55.00$ 60.00$

3,850.00$ 16,000.00$ 17,000.00$

1,980.00$ 2,500.00$ 3,000.00$

14,000.00$ 35,000.00$ 36,000.00$

42,000.00$ 50,000.00$ 52,000.00$

110.00$ 105.00$ 115.00$

95.00$ 145.00$ 160.00$

125.00$ 160.00$ 175.00$

110.00$ 130.00$ 145.00$

25.00$ 60.00$ 65.00$

135.00$ 150.00$ 165.00$

125.00$ 210.00$ 80.00$

95.00$ 72.00$ 77.00$

5/8/2018 Page 2 of 3

Schedule A Total of Bid Items: 2,827,800.00$ 5.6% 2,986,205.82$ 40.3% 3,967,477.00$ 25.3% 3,544,335.00$ Project No: UT FLAP 2496(1)

Project Name: Ephraim Canyon Road CQ = "Contract Quantity"

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

Staker Parsons DBA Hales Sand & Grave Geneva Rock Products GC Works, Inc.Engineer's Estimate

62510-2000 Line A0940 2.7 ACRE 1,000.00$ 2,700.00$ 1,822.50$ 4,860.00$ 5,400.00$

62515-3000 Line A0960 2.7 ACRE 1,000.00$ 2,700.00$ 3,078.00$ 19,710.00$ 20,250.00$

63301-0000 Line A0980 13 EACH 600.00$ 7,800.00$ 7,865.00$ 5,200.00$ 5,850.00$

63309-0900 Line A1000 140 EACH 47.00$ 6,580.00$ 10,626.00$ 10,080.00$ 11,200.00$

63316-1000 Line A1020 5 EACH 400.00$ 2,000.00$ 1,540.00$ 600.00$ 650.00$

63402-0300 Line A1040 31.0 MILE 790.00$ 24,490.00$ 16,204.32$ 37,200.00$ 40,300.00$

63405-0050 Line A1060 7 EACH 150.00$ 1,050.00$ 1,085.00$ 392.00$ 1,750.00$

63501-0000 Line A1080 ALL LPSM 110,000.00$ 110,000.00$ 98,000.00$ 235,000.00$ 100,000.00$

SIGN SYSTEM

DELINEATOR, TYPE FLEXIBLE

REMOVE AND RESET SIGN

PAVEMENT MARKINGS, TYPE B, SOLID

PAVEMENT MARKINGS, SYMBOLS

TEMPORARY TRAFFIC CONTROL

SEEDING, HYDRAULIC METHOD

MULCHING, HYDRAULIC METHOD, BONDED FIBER MATRIX

1,140.00$ 7,300.00$ 7,500.00$

675.00$ 1,800.00$ 2,000.00$

75.90$ 72.00$ 80.00$

605.00$ 400.00$ 450.00$

522.72$ 1,200.00$ 1,300.00$

308.00$ 120.00$ 130.00$

98,000.00$ 235,000.00$ 100,000.00$

155.00$ 56.00$ 250.00$

5/8/2018 Page 3 of 3

Option X Total of Bid Items: 696,600.00$ 15.8% 806,511.68$ 66.9% 1,162,810.00$ 49.2% 1,039,270.00$ Project No: UT FLAP 2496(1)

Project Name: Ephraim Canyon Road CQ = "Contract Quantity"

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

15101-0000 Line X0020 ALL LPSM 26,510.00$ 26,510.00$ 14,000.00$ 180,000.00$ 75,000.00$

15201-0000 Line X0040 ALL LPSM 21,500.00$ 21,500.00$ 22,000.00$ 30,000.00$ 15,000.00$

15301-0000 Line X0060 ALL LPSM 50,000.00$ 50,000.00$ 17,500.00$ 115,000.00$ 50,000.00$

15401-0000 Line X0080 ALL LPSM 25,000.00$ 25,000.00$ 17,500.00$ 120,000.00$ 50,000.00$

15705-1400 Line X0100 490 LNFT 2.50$ 1,225.00$ 1,960.00$ 6,860.00$ 7,105.00$

20101-0000 Line X0120 1.3 ACRE 5,000.00$ 6,500.00$ 9,100.00$ 8,450.00$ 8,840.00$

20220-1000 Line X0140 10 EACH 500.00$ 5,000.00$ 14,000.00$ 7,200.00$ 8,000.00$

20301-0700 Line X0160 30 EACH 40.00$ 1,200.00$ 495.00$ 1,200.00$ 1,350.00$

20301-2400 Line X0180 4 EACH 150.00$ 600.00$ 528.00$ 220.00$ 220.00$

20302-1200 Line X0200 840 LNFT 5.00$ 4,200.00$ 3,007.20$ 3,360.00$ 4,200.00$

20420-0000 Line X0220 350 CUYD 25.00$ 8,750.00$ 26,600.00$ 17,150.00$ 18,200.00$

25101-2100 Line X0240 15 CUYD 62.00$ 930.00$ 1,020.00$ 1,650.00$ 1,725.00$

25120-2100 Line X0260 65 LNFT 80.00$ 5,200.00$ 1,885.00$ 7,150.00$ 7,475.00$

25126-0000 Line X0280 5 EACH 100.00$ 500.00$ 2,250.00$ 600.00$ 625.00$

30202-2000 Line X0300 2,500 TON 22.00$ 55,000.00$ 97,500.00$ 81,250.00$ 87,500.00$

30301-6000 Line X0320 1.200 MILE 25,000.00$ 30,000.00$ 8,640.00$ 96,000.00$ 108,000.00$

40101-5600 Line X0340 4,500 TON 80.00$ 360,000.00$ 472,500.00$ 364,500.00$ 472,500.00$

40105-3000 Line X0360 45 TON 300.00$ 13,500.00$ 14,625.00$ 4,500.00$ 4,500.00$

40601-0000 Line X0380 10 TON 500.00$ 5,000.00$ 4,200.00$ 5,000.00$ 5,000.00$

41102-1000 Line X0400 20,250 SQYD 0.50$ 10,125.00$ 17,212.50$ 20,250.00$ 20,250.00$

41105-0000 Line X0420 1 TON 50.00$ 50.00$ 950.00$ 2,300.00$ 2,500.00$

41201-0000 Line X0440 10 TON 435.00$ 4,350.00$ 8,800.00$ 2,500.00$ 2,500.00$

60704-0000 Line X0460 8 EACH 2,500.00$ 20,000.00$ 7,480.00$ 16,000.00$ 12,000.00$

Engineer's Estimate

935.00$ 2,000.00$ 1,500.00$

880.00$ 250.00$ 250.00$

950.00$ 2,300.00$ 2,500.00$

0.85$ 1.00$ 1.00$

420.00$ 500.00$ 500.00$

325.00$ 100.00$ 100.00$

105.00$ 81.00$ 105.00$

7,200.00$ 80,000.00$ 90,000.00$

39.00$ 32.50$ 35.00$

450.00$ 120.00$ 125.00$

29.00$ 110.00$ 115.00$

68.00$ 110.00$ 115.00$

76.00$ 49.00$ 52.00$

3.58$ 4.00$ 5.00$

132.00$ 55.00$ 55.00$

16.50$ 40.00$ 45.00$

1,400.00$ 720.00$ 800.00$

7,000.00$ 6,500.00$ 6,800.00$

4.00$ 14.00$ 14.50$

30,000.00$ 15,000.00$

17,500.00$ 115,000.00$ 50,000.00$ taker Parsons DBA Hales Sand & Grav Geneva Rock Products GC Works, Inc.

22,000.00$

14,000.00$ 180,000.00$ 75,000.00$

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

CONTRACTOR QUALITY CONTROL

ROADWAY RECONDITIONING

ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

ANTISTRIP ADDITIVE, TYPE 3

REMOVAL, INDIVIDUAL TREE

REMOVAL OF DELINEATOR

REMOVAL OF SIGN

REMOVAL OF GUARDRAIL

EMBANKMENT CONSTRUCTION

PLACED RIPRAP, METHOD B, CLASS 1(TYPE II RIPRAP DITCH)

FOG SEAL

PRIME COAT, METHOD 1

BLOTTER

TACK COAT

CLEANING CULVERT IN PLACE

SOIL EROSION CONTROL, FIBER ROLL

CLEARING AND GRUBBING

RIPRAP DITCH, METHOD B, CLASS 1(TYPE I RIPRAP DITCH)

REMOVE AND RESET BOULDER

ROADWAY AGGREGATE, METHOD 2

CONTRACTOR TESTING

17,500.00$ 120,000.00$ 50,000.00$

5/8/2018 Page 1 of 2

Option X Total of Bid Items: 696,600.00$ 15.8% 806,511.68$ 66.9% 1,162,810.00$ 49.2% 1,039,270.00$ Project No: UT FLAP 2496(1)

Project Name: Ephraim Canyon Road CQ = "Contract Quantity"

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

Engineer's Estimate taker Parsons DBA Hales Sand & Grav Geneva Rock Products GC Works, Inc.

61701-4500 Line X0480 800 LNFT 25.00$ 20,000.00$ 26,400.00$ 38,400.00$ 40,800.00$

61702-0000 Line X0500 2 EACH 3,500.00$ 7,000.00$ 3,080.00$ 5,000.00$ 6,000.00$

62510-2000 Line X0520 1.3 ACRE 1,000.00$ 1,300.00$ 877.50$ 2,470.00$ 2,730.00$

62515-3000 Line X0540 1.3 ACRE 1,000.00$ 1,300.00$ 1,482.00$ 9,750.00$ 9,750.00$

63301-0000 Line X0560 4 EACH 600.00$ 2,400.00$ 2,420.00$ 1,600.00$ 1,800.00$

63309-0900 Line X0580 50 EACH 47.00$ 2,350.00$ 3,795.00$ 3,650.00$ 4,000.00$

63402-0300 Line X0600 9.0 MILE 790.00$ 7,110.00$ 4,704.48$ 10,800.00$ 11,700.00$ 522.72$ 1,200.00$ 1,300.00$

75.90$ 73.00$ 80.00$

605.00$ 400.00$ 450.00$

1,140.00$ 7,500.00$ 7,500.00$

675.00$ 1,900.00$ 2,100.00$

1,540.00$ 2,500.00$ 3,000.00$

33.00$ 48.00$ 51.00$

TERMINAL SECTION(UDOT TYPE I ANCHOR)

SEEDING, HYDRAULIC METHOD

MULCHING, HYDRAULIC METHOD, BONDED FIBER MATRIX

SIGN SYSTEM

DELINEATOR, TYPE FLEXIBLE

GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS(UDOT MGS GUARDRAIL)

PAVEMENT MARKINGS, TYPE B, SOLID

5/8/2018 Page 2 of 2