Copy_of_CO_FLAP_CR_77(5)_Sched_A_Estimate-03_-_NEW_FORMAT.pdf

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

Schedule A Total of Bid Items: 5,410,457.50$ 13.3% 6,131,456.55$ 34.4% 7,274,007.00$ Project No: CO FLAP CR77(5)

Project Name: Tarryall Creek Road

CQ = "Contract Quantity"

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

15101-0000

Line A0020 ALL LPSM 532,239.00$ 532,239.00$ 705,000.00$ 710,000.00$

15206-0000

Line A0040 241.070 STA 175.00$ 42,187.25$ 20,490.95$ 60,267.50$

15215-1000

Line A0060 17 EACH 725.00$ 12,325.00$ 10,200.00$ 14,450.00$

15215-3000

Line A0080 32 EACH 600.00$ 19,200.00$ 22,400.00$ 14,720.00$

15216-2000

Line A0100 482.140 STA 125.00$ 60,267.50$ 43,392.60$ 96,428.00$

15301-0000

Line A0120 ALL LPSM 75,000.00$ 75,000.00$ 70,000.00$ 95,000.00$

15401-0000

Line A0140 ALL LPSM 90,000.00$ 90,000.00$ 210,000.00$ 160,000.00$

15501-0000

Line A0160 ALL LPSM 10,000.00$ 10,000.00$ 22,000.00$ 35,000.00$

15705-0100

Line A0180 11,200 LNFT 2.00$ 22,400.00$ 22,400.00$ 42,224.00$

15705-1400

Line A0200 11,800 LNFT 5.50$ 64,900.00$ 35,400.00$ 47,200.00$

15706-0200

Line A0220 57 EACH 275.00$ 15,675.00$ 2,508.00$ 28,500.00$

15706-1600

Line A0240 3 EACH 2,400.00$ 7,200.00$ 4,500.00$ 6,000.00$

15802-0000

Line A0260 ALL LPSM 65,000.00$ 65,000.00$ 54,000.00$ 85,000.00$

20101-0000

Line A0280 35.0 ACRE 2,500.00$ 87,500.00$ 70,000.00$ 63,000.00$

20301-1900

Line A0300 27 EACH 1,000.00$ 27,000.00$ 40,500.00$ 10,800.00$

20304-1000

Line A0320 ALL LPSM 50,000.00$ 50,000.00$ 30,000.00$ 25,000.00$

20401-0000

Line A0340 38,000 CUYD 18.00$ 684,000.00$ 836,000.00$ 1,140,000.00$

20402-0000

Line A0360 1,000 CUYD 20.00$ 20,000.00$ 33,000.00$ 20,000.00$

20425-1000

Line A0380 120 LNFT 15.00$ 1,800.00$ 3,600.00$ 1,800.00$

21101-2000

Line A0400 135 SQYD 4.50$ 607.50$ 1,215.00$ 540.00$

25101-2000

Line A0420 90 CUYD 57.00$ 5,130.00$ 13,500.00$ 4,950.00$

25101-3000

Line A0440 40 CUYD 90.00$ 3,600.00$ 6,400.00$ 2,200.00$

Engineer's Estimate

160.00$ 55.00$

150.00$ 55.00$

9.00$ 4.00$

30.00$ 15.00$

33.00$ 20.00$

22.00$ 30.00$

30,000.00$ 25,000.00$

1,500.00$ 400.00$

2,000.00$ 1,800.00$

54,000.00$ 85,000.00$

1,500.00$ 2,000.00$

44.00$ 500.00$

3.00$ 4.00$

2.00$ 3.77$

22,000.00$ 35,000.00$

210,000.00$ 160,000.00$

70,000.00$ 95,000.00$

90.00$ 200.00$

250.00$

600.00$ 850.00$

A&S Construction Co. American Civil Constructors, Inc.

85.00$

705,000.00$ 710,000.00$

MOBILIZATION

SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

SURVEY AND STAKING, APPROACH ROAD

REMOVAL OF STRUCTURES AND OBSTRUCTIONS

ROADWAY EXCAVATION

SUBEXCAVATION

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, SILT FENCE

SOIL EROSION CONTROL, SEDIMENT LOG

SOIL EROSION CONTROL, CHECK DAM

SOIL EROSION CONTROL, STABILIZED CONSTRUCTION ENTRANCE

DITCH, EXCAVATION

ROADWAY OBLITERATION, METHOD 2

PLACED RIPRAP, CLASS 2

PLACED RIPRAP, CLASS 3

SURVEY AND STAKING, GRADE FINISHING STAKES

CONTRACTOR QUALITY CONTROL

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

REMOVAL OF PIPE CULVERT

SURVEY AND STAKING, DRAINAGE STRUCTURE

700.00$ 460.00$

12/11/2015 Page 1 of 4

Project No: CO FLAP CR77(5)

Project Name: Tarryall Creek Road

CQ = "Contract Quantity"

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

Engineer's Estimate A&S Construction Co. American Civil Constructors, Inc.

25101-4000

Line A0460 135 CUYD 100.00$ 13,500.00$ 22,950.00$ 7,425.00$

25101-5000

Line A0480 77 CUYD 120.00$ 9,240.00$ 15,400.00$ 4,235.00$

25125-0000

Line A0500 4 EACH 230.00$ 920.00$ 880.00$ 1,100.00$

30103-0000

Line A0520 18,800 CUYD 50.00$ 940,000.00$ 977,600.00$ 1,312,240.00$

40101-5600

Line A0540 11,625 TON 95.00$ 1,104,375.00$ 883,500.00$ 1,621,687.50$

40105-3000

Line A0560 116 TON 175.00$ 20,300.00$ 24,360.00$ 24,360.00$

40920-1000

Line A0580 30 TON 780.00$ 23,400.00$ 27,000.00$ 21,750.00$

41103-0000

Line A0600 70,750 SQYD 0.90$ 63,675.00$ 84,900.00$ 70,750.00$

41105-0000

Line A0620 105 TON 60.00$ 6,300.00$ 9,450.00$ 10,500.00$

41201-1000

Line A0640 30 TON 850.00$ 25,500.00$ 30,000.00$ 23,370.00$

60103-0000

Line A0660 2 EACH 7,400.00$ 14,800.00$ 11,000.00$ 30,000.00$

60103-0700

Line A0680 2 EACH 9,000.00$ 18,000.00$ 22,000.00$ 40,000.00$

60201-0600

Line A0700 85 LNFT 100.00$ 8,500.00$ 11,900.00$ 8,415.00$

60201-0800

Line A0720 1,170 LNFT 110.00$ 128,700.00$ 187,200.00$ 193,050.00$

60201-1000

Line A0740 70 LNFT 150.00$ 10,500.00$ 16,100.00$ 12,250.00$

60201-1100

Line A0760 54 LNFT 190.00$ 10,260.00$ 17,820.00$ 10,260.00$

60202-0800

Line A0780 110 LNFT 200.00$ 22,000.00$ 52,800.00$ 24,750.00$

60210-0600

Line A0800 6 EACH 300.00$ 1,800.00$ 2,700.00$ 1,890.00$

60210-0800

Line A0820 46 EACH 350.00$ 16,100.00$ 25,300.00$ 16,560.00$

60210-1000

Line A0840 2 EACH 680.00$ 1,360.00$ 1,800.00$ 1,500.00$

60210-1100

Line A0860 2 EACH 1,200.00$ 2,400.00$ 2,800.00$ 2,490.00$

60220-0600

Line A0880 55 LNFT 850.00$ 46,750.00$ 93,500.00$ 54,725.00$ 1,700.00$ 995.00$

1,400.00$ 1,245.00$

900.00$ 750.00$

550.00$ 360.00$

450.00$ 315.00$

480.00$ 225.00$

330.00$ 190.00$

230.00$ 175.00$

160.00$ 165.00$

140.00$ 99.00$

11,000.00$ 20,000.00$

5,500.00$ 15,000.00$

1,000.00$ 779.00$

90.00$ 100.00$

1.20$ 1.00$

900.00$ 725.00$

210.00$ 210.00$

76.00$ 139.50$

52.00$ 69.80$

220.00$ 275.00$

200.00$ 55.00$

170.00$ 55.00$

END SECTION FOR 42-INCH PIPE CULVERT

5 FEET SPAN, 4 FEET RISE PRECAST REINFORCED CONCRETE BOX CULVERT

BOULDER

AGGREGATE BASE

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

ANTISTRIP ADDITIVE, TYPE 3

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

PLACED RIPRAP, CLASS 4

PLACED RIPRAP, CLASS 5

PRIME COAT

36-INCH PIPE CULVERT

42-INCH PIPE CULVERT

48-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

END SECTION FOR 18-INCH PIPE CULVERT

END SECTION FOR 24-INCH PIPE CULVERT

END SECTION FOR 36-INCH PIPE CULVERT

BLOTTER

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

CONCRETE, HEADWALL

CONCRETE, HEADWALL FOR DOUBLE 48-INCH PIPE CULVERT (ARCH EQUIVALENT)

18-INCH PIPE CULVERT

24-INCH PIPE CULVERT

12/11/2015 Page 2 of 4

Project No: CO FLAP CR77(5)

Project Name: Tarryall Creek Road

CQ = "Contract Quantity"

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

Engineer's Estimate A&S Construction Co. American Civil Constructors, Inc.

60506-0000

Line A0900 500 LNFT 75.00$ 37,500.00$ 67,500.00$ 30,000.00$

60905-1000

Line A0920 22 LNFT 100.00$ 2,200.00$ 2,200.00$ 5,500.00$

61106-1000

Line A0940 1 EACH 6,000.00$ 6,000.00$ 13,000.00$ 10,000.00$

61701-1950

Line A0960 200 LNFT 21.00$ 4,200.00$ 6,800.00$ 8,600.00$

61702-0600

Line A0980 1 EACH 2,400.00$ 2,400.00$ 3,000.00$ 2,590.00$

61702-0800

Line A1000 1 EACH 2,500.00$ 2,500.00$ 3,000.00$ 3,120.00$

61901-0900

Line A1020 7,265 LNFT 3.25$ 23,611.25$ 36,325.00$ 29,060.00$

61902-1400

Line A1040 1 EACH 850.00$ 850.00$ 1,400.00$ 1,225.00$

61902-2500

Line A1060 4 EACH 500.00$ 2,000.00$ 4,400.00$ 4,200.00$

61903-0900

Line A1080 2 EACH 23,000.00$ 46,000.00$ 56,000.00$ 80,000.00$

61920-2000

Line A1100 5 EACH 450.00$ 2,250.00$ 5,000.00$ 5,500.00$

61921-1000

Line A1120 625 LNFT 25.00$ 15,625.00$ 7,500.00$ 7,500.00$

62201-0100

Line A1140 140 HOUR 115.00$ 16,100.00$ 15,400.00$ 12,600.00$

62201-0350

Line A1160 140 HOUR 120.00$ 16,800.00$ 19,600.00$ 12,600.00$

62201-0750

Line A1180 140 HOUR 160.00$ 22,400.00$ 26,600.00$ 11,200.00$

62201-1450

Line A1200 110 HOUR 150.00$ 16,500.00$ 26,400.00$ 27,500.00$

62201-2050

Line A1220 160 HOUR 110.00$ 17,600.00$ 17,600.00$ 14,400.00$

62201-2850

Line A1240 160 HOUR 130.00$ 20,800.00$ 24,000.00$ 22,400.00$

62201-3100

Line A1260 110 HOUR 160.00$ 17,600.00$ 23,100.00$ 22,000.00$

62202-1000

Line A1280 ALL LPSM 40,000.00$ 40,000.00$ 74,000.00$ 20,000.00$

62301-0000

Line A1300 160 HOUR 50.00$ 8,000.00$ 8,800.00$ 6,400.00$

62302-1000

Line A1320 110 HOUR 130.00$ 14,300.00$ 25,300.00$ 13,200.00$

110.00$ 90.00$

240.00$ 250.00$

190.00$ 80.00$

140.00$ 90.00$

110.00$ 90.00$

12.00$ 12.00$

1,000.00$ 1,100.00$

28,000.00$ 40,000.00$

1,100.00$ 1,050.00$

1,400.00$ 1,225.00$

5.00$ 4.00$

3,000.00$ 3,120.00$

3,000.00$ 2,590.00$

34.00$ 43.00$

13,000.00$ 10,000.00$

100.00$ 250.00$

135.00$ 60.00$

SPECIAL LABOR, HIRED TECHNICAL SERVICES

REMOVE AND RESET GATE

REMOVE AND RESET FENCE

DUMP TRUCK, 6 CUBIC YARD MINIMUM CAPACITY

BACKHOE

WHEEL LOADER, 0.4 CUBIC YARD MINIMUM RATED CAPACITY

BULLDOZER, 350HP MINIMUM FLYWHEEL POWER

TERMINAL SECTION, TYPE FLARED

TERMINAL SECTION TYPE TANGENT

FENCE, BARBED WIRE, 4 STRAND

GATE, METAL, 16 FEET WIDTH

GATE, BARBED WIRE, 4-STRAND

CATTLE GUARD, 28 FEET

UNDERDRAIN SYSTEM

GUTTER, CONCRETE

FIRE HYDRANT, DRY

GUARDRAIL SYSTEM G4, TYPE 4, CLASS B STEEL POSTS

ROLLER

MOTOR GRADER, 12 FOOT MINIMUM BLADE

HYDRAULIC EXCAVATOR, 3.0 CUBIC YARD MINIMUM CAPACITY, 165HP MINIMUM FLYWHEEL POWER

MATERIALS TRANSFER VEHICLE

GENERAL LABOR

150.00$ 140.00$

74,000.00$ 20,000.00$

210.00$ 200.00$

230.00$ 120.00$

55.00$ 40.00$

12/11/2015 Page 3 of 4

Project No: CO FLAP CR77(5)

Project Name: Tarryall Creek Road

CQ = "Contract Quantity"

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

Engineer's Estimate A&S Construction Co. American Civil Constructors, Inc.

62302-1100

Line A1340 110 HOUR 170.00$ 18,700.00$ 19,800.00$ 22,000.00$

62405-0200

Line A1360 106,700 SQYD 0.85$ 90,695.00$ 256,080.00$ 90,695.00$

62510-2000

Line A1380 21.1 ACRE 1,400.00$ 29,540.00$ 46,420.00$ 16,880.00$

62515-2000

Line A1400 21.1 ACRE 1,200.00$ 25,320.00$ 25,320.00$ 21,100.00$

62901-0600

Line A1420 2,300 SQYD 2.00$ 4,600.00$ 9,200.00$ 5,175.00$

63301-0000

Line A1440 32 EACH 750.00$ 24,000.00$ 17,600.00$ 19,200.00$

63308-2000

Line A1460 55 EACH 65.00$ 3,575.00$ 3,300.00$ 3,300.00$

63309-0100

Line A1480 380 EACH 25.00$ 9,500.00$ 7,600.00$ 8,360.00$

63316-1000

Line A1500 2 EACH 450.00$ 900.00$ 1,200.00$ 1,100.00$

63404-0200

Line A1520 450 GAL 70.00$ 31,500.00$ 27,000.00$ 17,100.00$

63501-1000

Line A1540 ALL LPSM 60,000.00$ 60,000.00$ 80,000.00$ 125,000.00$

63501-2000

Line A1560 ALL LPSM 40,000.00$ 40,000.00$ 22,000.00$ 30,000.00$

63502-0600

Line A1580 4 EACH 400.00$ 1,600.00$ 120.00$ 1,200.00$

63502-0900

Line A1600 2,000 EACH 12.00$ 24,000.00$ 22,000.00$ 60,000.00$

63502-1300

Line A1620 300 EACH 25.00$ 7,500.00$ 10,200.00$ 27,000.00$

63502-2000

Line A1640 2 EACH 13,000.00$ 26,000.00$ 24,000.00$ 6,200.00$

63503-0400

Line A1660 150 LNFT 65.00$ 9,750.00$ 9,000.00$ 3,300.00$

63504-1000

Line A1680 895 SQFT 15.00$ 13,425.00$ 13,425.00$ 15,215.00$

63505-1000

Line A1700 9.5 MILE 1,850.00$ 17,575.00$ 36,100.00$ 26,600.00$

63506-0500

Line A1720 6,000 HOUR 26.00$ 156,000.00$ 156,000.00$ 168,000.00$

63506-0600

Line A1740 2,000 HOUR 48.00$ 96,000.00$ 100,000.00$ 100,000.00$

64620-0400

Line A1760 1 EACH 630.00$ 630.00$ 700.00$ 600.00$

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, PILOT CAR

REMOVE AND RESET MAILBOX

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

TEMPORARY TRAFFIC CONTROL, CONE, TYPE 28-INCH

TEMPORARY TRAFFIC CONTROL, DRUM

TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

OBJECT MARKER, TYPE 2

DELINEATOR, TYPE 1

REMOVE AND RESET SIGN

PAVEMENT MARKINGS, TYPE B

TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

SPECIAL LABOR, HIRED SURVEY SERVICES

PLACING CONSERVED TOPSOIL, 3-INCH DEPTH

SEEDING, HYDRAULIC METHOD

MULCHING, HYDRAULIC METHOD

ROLLED EROSION CONTROL PRODUCT, TYPE 2.B

SIGN SYSTEM

2.40$ 0.85$

180.00$ 200.00$

1,200.00$ 1,000.00$

2,200.00$ 800.00$

550.00$ 600.00$

4.00$ 2.25$

20.00$ 22.00$

60.00$ 60.00$

60.00$ 38.00$

600.00$ 550.00$

22,000.00$ 30,000.00$

80,000.00$ 125,000.00$

11.00$ 30.00$

30.00$ 300.00$

12,000.00$ 3,100.00$

34.00$ 90.00$

15.00$ 17.00$

60.00$ 22.00$

26.00$ 28.00$

3,800.00$ 2,800.00$

700.00$ 600.00$

50.00$ 50.00$

12/11/2015 Page 4 of 4