Schedule_A_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: 8,823,230.00$ 14.1% 10,067,722.08$ -15.4% 7,460,457.70$ -18.7% 7,172,914.90$ 0.6% 8,871,809.00$ 14.4% 10,095,329.07$ Project No: UT UT FLAP 73(1)

UT La Sal Mountain Loop Road Project Name: La Sal Mountain Loop Road

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

15101-0000 Line A0020 ALL LPSM 903,840.00$ 903,840.00$ 940,000.00$ 720,000.00$ 931,000.00$ 1,150,000.00$ 824,000.00$

15214-2000 Line A0040 ALL LPSM 35,000.00$ 35,000.00$ 3,010.00$ 4,500.00$ 5,175.00$ 12,000.00$ 3,024.00$

15215-1000 Line A0060 20 EACH 700.00$ 14,000.00$ 29,600.00$ 8,600.00$ 6,900.00$ 30,000.00$ 29,760.00$

15215-3000 Line A0080 69 EACH 400.00$ 27,600.00$ 56,511.00$ 24,150.00$ 29,756.25$ 124,200.00$ 56,718.00$

15215-7000 Line A0100 3 EACH 1,800.00$ 5,400.00$ 8,970.00$ 3,210.00$ 2,587.50$ 9,000.00$ 9,000.00$

15225-0000 Line A0120 7.617 MILE 5,000.00$ 38,085.00$ 25,821.63$ 27,421.20$ 26,576.47$ 79,978.50$ 69,924.06$

15236-2000 Line A0140 15.235 MILE 5,000.00$ 76,175.00$ 26,965.95$ 47,228.50$ 13,140.19$ 7,617.50$ 120,844.02$

15301-0000 Line A0160 ALL LPSM 86,400.00$ 86,400.00$ 255,500.00$ 250,000.00$ 189,117.28$ 475,000.00$ 281,916.69$

15401-0000 Line A0180 ALL LPSM 259,200.00$ 259,200.00$ 68,100.00$ 250,000.00$ 146,000.00$ 125,000.00$ 296,665.00$

15501-0000 Line A0200 ALL LPSM 7,000.00$ 7,000.00$ 15,800.00$ 5,000.00$ 5,988.54$ 20,000.00$ 21,600.00$

15705-0100 Line A0220 12,800 LNFT 4.00$ 51,200.00$ 24,320.00$ 40,960.00$ 35,072.00$ 217,600.00$ 67,840.00$

15705-1400 Line A0240 2,200 LNFT 5.00$ 11,000.00$ 7,700.00$ 11,000.00$ 9,988.00$ 22,000.00$ 34,760.00$

15706-0200 Line A0260 230 EACH 140.00$ 32,200.00$ 23,690.00$ 52,900.00$ 34,534.50$ 41,400.00$ 90,850.00$

15706-1600 Line A0280 2 EACH 2,500.00$ 5,000.00$ 3,940.00$ 4,800.00$ 3,392.88$ 1,000.00$ 7,890.00$

15802-0000 Line A0300 ALL LPSM 35,000.00$ 35,000.00$ 434,000.00$ 200,000.00$ 117,491.51$ 758,600.00$ 100,940.00$

20101-0000 Line A0320 54.0 ACRE 2,000.00$ 108,000.00$ 137,160.00$ 205,200.00$ 188,373.60$ 108,000.00$ 254,880.00$

20301-0600 Line A0340 5 EACH 1,500.00$ 7,500.00$ 5,300.00$ 3,500.00$ 6,287.45$ 10,000.00$ 25,000.00$

20301-1100 Line A0360 5 EACH 500.00$ 2,500.00$ 1,090.00$ 675.00$ 840.05$ 500.00$ 1,635.00$

20301-1900 Line A0380 65 EACH 500.00$ 32,500.00$ 44,980.00$ 44,200.00$ 46,120.10$ 6,500.00$ 118,950.00$

20301-2400 Line A0400 8 EACH 200.00$ 1,600.00$ 1,168.00$ 1,280.00$ 1,792.16$ 400.00$ 1,440.00$

20302-0700 Line A0420 225 LNFT 10.00$ 2,250.00$ 810.00$ 1,215.00$ 1,260.00$ 450.00$ 1,192.50$

20401-0000 Line A0440 40,000 CUYD 13.00$ 520,000.00$ 560,000.00$ 720,000.00$ 292,400.00$ 360,000.00$ 852,000.00$

20402-0000 Line A0460 500 CUYD 50.00$ 25,000.00$ 7,750.00$ 28,000.00$ 7,065.00$ 12,500.00$ 25,500.00$

20403-0000 Line A0480 10,400 CUYD 15.00$ 156,000.00$ 530,400.00$ 135,200.00$ 298,064.00$ 41,600.00$ 176,800.00$

20425-1000 Line A0500 90 LNFT 25.00$ 2,250.00$ 1,395.00$ 3,600.00$ 678.60$ 1,800.00$ 2,250.00$

20811-0000 Line A0520 13,500 SQFT 35.00$ 472,500.00$ 567,000.00$ 13,500.00$ 135.00$ 3,375.00$ 53,325.00$

25101-2200 Line A0540 460 CUYD 70.00$ 32,200.00$ 37,950.00$ 39,100.00$ 23,073.60$ 69,000.00$ 91,080.00$

25101-2300 Line A0560 43 CUYD 180.00$ 7,740.00$ 4,300.00$ 3,354.00$ 3,209.09$ 6,450.00$ 10,320.00$

25101-2400 Line A0580 55 CUYD 115.00$ 6,325.00$ 4,427.50$ 4,290.00$ 4,116.20$ 8,250.00$ 13,200.00$

25201-1000 Line A0600 200 CUYD 400.00$ 80,000.00$ 21,200.00$ 16,400.00$ 15,508.00$ 30,000.00$ 10,200.00$

25501-1000 Line A0620 18,600 SQFT 65.00$ 1,209,000.00$ 1,143,900.00$ 837,000.00$ 1,131,624.00$ 1,058,340.00$ 1,060,200.00$

30101-0000 Line A0640 39,300 TON 35.00$ 1,375,500.00$ 1,513,050.00$ 943,200.00$ 819,798.00$ 822,156.00$ 1,336,200.00$

40101-5600 Line A0660 17,820 TON 100.00$ 1,782,000.00$ 1,924,560.00$ 1,158,300.00$ 1,454,468.40$ 1,782,000.00$ 1,978,020.00$

SURVEY AND STAKING, DRAINAGE STRUCTURE

819.00$ 350.00$ 431.25$ 1,800.00$ 822.00$

SPECIAL ROCK EMBANKMENT, MECHANICALLY-PLACED

MECHANICALLY STABILIZED EARTH WALL, WELDED WIRE FACE

AGGREGATE BASE

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

MOBILIZATION

SURVEY AND STAKING, RETAINING WALL

SURVEY AND STAKING, APPROACH ROAD

CLEARING AND GRUBBING

REMOVAL OF CATTLE GUARD

REMOVAL OF GATE

SURVEY CONTROL, GRADE FINISHING

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, SILT FENCE

SOIL EROSION CONTROL, FIBER ROLL

DITCH, EXCAVATION

SHORING AND BRACING

PLACED RIPRAP, METHOD B, CLASS 2

PLACED RIPRAP, METHOD B, CLASS 3

PLACED RIPRAP, METHOD B, CLASS 4

REMOVAL OF PIPE CULVERT

REMOVAL OF SIGN

REMOVAL OF FENCE

ROADWAY EXCAVATION

SUBEXCAVATION

UNCLASSIFIED BORROW

SURVEY AND STAKING, PARKING AREA

SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL

SOIL EROSION CONTROL, CHECK DAM

SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

WATERING FOR DUST CONTROL

720,000.00$ 931,000.00$ 1,150,000.00$ w Valley Contractors Inc. DBA ACC Sou W.W. Clyde & Co. on Company DBA Nielson Constructionown Brothers Construction Company, I A&S Construction Co.

3,010.00$

940,000.00$

2,990.00$ 1,070.00$ 862.50$ 3,000.00$ 3,000.00$

824,000.00$

4,500.00$ 5,175.00$ 12,000.00$ 3,024.00$

1,480.00$ 430.00$ 345.00$ 1,500.00$ 1,488.00$

255,500.00$ 250,000.00$ 189,117.28$ 475,000.00$ 281,916.69$

1,770.00$ 3,100.00$ 862.50$ 500.00$ 7,932.00$

3,390.00$ 3,600.00$ 3,489.10$ 10,500.00$ 9,180.00$

15,800.00$ 5,000.00$ 5,988.54$ 20,000.00$ 21,600.00$

68,100.00$ 250,000.00$ 146,000.00$ 125,000.00$ 296,665.00$

3.50$ 5.00$ 4.54$ 10.00$ 15.80$

1.90$ 3.20$ 2.74$ 17.00$ 5.30$

1,970.00$ 2,400.00$ 1,696.44$ 500.00$ 3,945.00$

103.00$ 230.00$ 150.15$ 180.00$ 395.00$

2,540.00$ 3,800.00$ 3,488.40$ 2,000.00$ 4,720.00$

434,000.00$ 200,000.00$ 117,491.51$ 758,600.00$ 100,940.00$

218.00$ 135.00$ 168.01$ 100.00$ 327.00$

1,060.00$ 700.00$ 1,257.49$ 2,000.00$ 5,000.00$

146.00$ 160.00$ 224.02$ 50.00$ 180.00$

692.00$ 680.00$ 709.54$ 100.00$ 1,830.00$

14.00$ 18.00$ 7.31$ 9.00$ 21.30$

3.60$ 5.40$ 5.60$ 2.00$ 5.30$

51.00$ 13.00$ 28.66$ 4.00$ 17.00$

15.50$ 56.00$ 14.13$ 25.00$ 51.00$

42.00$ 1.00$ 0.01$ 0.25$ 3.95$

15.50$ 40.00$ 7.54$ 20.00$ 25.00$

100.00$ 78.00$ 74.63$ 150.00$ 240.00$

82.50$ 85.00$ 50.16$ 150.00$ 198.00$

106.00$ 82.00$ 77.54$ 150.00$ 51.00$

80.50$ 78.00$ 74.84$ 150.00$ 240.00$

38.50$ 24.00$ 20.86$ 20.92$ 34.00$

61.50$ 45.00$ 60.84$ 56.90$ 57.00$

108.00$ 65.00$ 81.62$ 100.00$ 111.00$

Engineer's Estimate

Schedule A Total of Bid Items: 8,823,230.00$ 14.1% 10,067,722.08$ -15.4% 7,460,457.70$ -18.7% 7,172,914.90$ 0.6% 8,871,809.00$ 14.4% 10,095,329.07$ Project No: UT UT FLAP 73(1)

UT La Sal Mountain Loop Road Project Name: La Sal Mountain Loop Road

Item No. Quantity Unit Unit Price Amount Unit Price Amount Unit Price Amount Unit Price Amount Unit Price Amount Unit Price Amount w Valley Contractors Inc. DBA ACC Sou W.W. Clyde & Co. on Company DBA Nielson Constructionown Brothers Construction Company, I A&S Construction Co.Engineer's Estimate

40105-3000 Line A0680 178 TON 240.00$ 42,720.00$ 66,928.00$ 50,730.00$ 52,371.16$ 62,300.00$ 49,128.00$

40601-0000 Line A0700 45 TON 480.00$ 21,600.00$ 23,670.00$ 13,950.00$ 18,490.50$ 22,500.00$ 62,730.00$

41102-1000 Line A0720 109,000 SQYD 1.25$ 136,250.00$ 118,810.00$ 30,520.00$ 92,650.00$ 109,000.00$ 102,460.00$

41105-0000 Line A0740 140 TON 30.00$ 4,200.00$ 6,510.00$ 8,540.00$ 5,108.60$ 7,000.00$ 16,590.00$

41201-0000 Line A0760 47 TON 600.00$ 28,200.00$ 20,210.00$ 12,549.00$ 15,793.41$ 18,800.00$ 62,698.00$

41801-1000 Line A0780 50 SQYD 150.00$ 7,500.00$ 5,400.00$ 6,750.00$ 4,213.00$ 7,500.00$ 13,425.00$

60103-0220 Line A0800 2 EACH 10,000.00$ 20,000.00$ 25,400.00$ 40,000.00$ 26,760.46$ 60,000.00$ 31,560.00$

60201-0600 Line A0820 230 LNFT 75.00$ 17,250.00$ 17,825.00$ 21,390.00$ 19,062.40$ 14,030.00$ 30,705.00$

60201-0800 Line A0840 2,850 LNFT 90.00$ 256,500.00$ 203,775.00$ 236,550.00$ 270,151.50$ 210,900.00$ 490,200.00$

60201-0900 Line A0860 330 LNFT 120.00$ 39,600.00$ 34,320.00$ 36,960.00$ 32,046.30$ 30,030.00$ 72,930.00$

60201-1200 Line A0880 80 LNFT 160.00$ 12,800.00$ 9,760.00$ 17,120.00$ 12,050.40$ 11,120.00$ 21,760.00$

60210-0600 Line A0900 12 EACH 420.00$ 5,040.00$ 7,524.00$ 4,872.00$ 2,841.48$ 4,800.00$ 7,752.00$

60210-0800 Line A0920 118 EACH 350.00$ 41,300.00$ 84,370.00$ 57,230.00$ 37,039.02$ 70,800.00$ 106,200.00$

60210-0900 Line A0940 7 EACH 550.00$ 3,850.00$ 7,350.00$ 5,516.00$ 4,305.84$ 9,625.00$ 10,157.00$

60212-0800 Line A0960 3 EACH 500.00$ 1,500.00$ 1,539.00$ 1,833.00$ 1,584.09$ 750.00$ 3,337.50$

60212-0900 Line A0980 1 EACH 900.00$ 900.00$ 648.00$ 652.00$ 566.57$ 275.00$ 1,563.00$

60501-0000 Line A1000 500 LNFT 35.00$ 17,500.00$ 23,750.00$ 24,000.00$ 11,895.00$ 25,000.00$ 49,500.00$

60704-0000 Line A1020 1 EACH 2,500.00$ 2,500.00$ 884.00$ 2,750.00$ 1,760.40$ 5,000.00$ 6,575.00$

61701-1500 Line A1040 1,413 LNFT 35.00$ 49,455.00$ 32,499.00$ 33,912.00$ 36,088.02$ 46,629.00$ 50,161.50$

61702-0800 Line A1060 2 EACH 3,500.00$ 7,000.00$ 5,680.00$ 5,000.00$ 5,320.46$ 5,000.00$ 6,840.00$

61901-0000 Line A1080 155 LNFT 10.00$ 1,550.00$ 10,540.00$ 5,890.00$ 2,039.80$ 3,100.00$ 1,023.00$

61902-0000 Line A1100 5 EACH 2,500.00$ 12,500.00$ 9,950.00$ 13,500.00$ 5,600.50$ 4,000.00$ 10,000.00$

61903-0800 Line A1120 5 EACH 15,000.00$ 75,000.00$ 101,500.00$ 145,000.00$ 90,166.05$ 140,000.00$ 85,000.00$

62201-0200 Line A1140 40 HOUR 120.00$ 4,800.00$ 5,040.00$ 4,720.00$ 3,808.40$ 800.00$ 5,080.00$

62201-0550 Line A1160 40 HOUR 150.00$ 6,000.00$ 4,520.00$ 4,320.00$ 3,470.40$ 4,000.00$ 6,080.00$

62201-0950 Line A1180 40 HOUR 130.00$ 5,200.00$ 5,720.00$ 5,280.00$ 4,472.00$ 5,000.00$ 9,880.00$

62201-2850 Line A1200 40 HOUR 160.00$ 6,400.00$ 6,400.00$ 6,200.00$ 5,515.20$ 5,000.00$ 7,280.00$

62201-3350 Line A1220 40 HOUR 200.00$ 8,000.00$ 4,520.00$ 6,680.00$ 3,679.20$ 7,000.00$ 11,280.00$

62301-0000 Line A1240 160 HOUR 40.00$ 6,400.00$ 4,160.00$ 7,200.00$ 5,139.20$ 8,800.00$ 9,600.00$

62302-0100 Line A1260 40 HOUR 350.00$ 14,000.00$ 21,520.00$ 1,920.00$ 1,664.00$ 6,000.00$ 6,312.00$

62302-1000 Line A1280 40 HOUR 150.00$ 6,000.00$ 19,120.00$ 5,120.00$ 4,480.40$ 7,000.00$ 6,312.00$

62302-1100 Line A1300 40 HOUR 150.00$ 6,000.00$ 11,960.00$ 5,120.00$ 6,048.40$ 12,000.00$ 8,420.00$

62406-0300 Line A1320 23.0 ACRE 5,000.00$ 115,000.00$ 36,340.00$ 110,400.00$ 63,159.61$ 23,000.00$ 162,357.00$ 1,580.00$ 4,800.00$ 2,746.07$ 1,000.00$ 7,059.00$

299.00$ 128.00$ 151.21$ 300.00$ 210.50$

478.00$ 128.00$ 112.01$ 175.00$ 157.80$

538.00$ 48.00$ 41.60$ 150.00$ 157.80$

26.00$ 45.00$ 32.12$ 55.00$ 60.00$

BLOTTER

TACK COAT

ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1

CONCRETE, HEADWALL FOR 48-INCH PIPE CULVERT

18-INCH PIPE CULVERT

24-INCH PIPE CULVERT

ANTISTRIP ADDITIVE, TYPE 3

FOG SEAL

PRIME COAT, METHOD 1

ELBOW, 30-INCH

STANDARD UNDERDRAIN SYSTEM

CLEANING CULVERT IN PLACE

GUARDRAIL SYSTEM G4, TYPE 3, CLASS A STEEL POSTS

TERMINAL SECTION TYPE TANGENT

FENCE

30-INCH PIPE CULVERT

48-INCH PIPE CULVERT

END SECTION FOR 18-INCH PIPE CULVERT

END SECTION FOR 24-INCH PIPE CULVERT

END SECTION FOR 30-INCH PIPE CULVERT

ELBOW, 24-INCH

HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

GENERAL LABOR

SPECIAL LABOR, SLOPE SCALING

SPECIAL LABOR, HIRED TECHNICAL SERVICES

SPECIAL LABOR, HIRED SURVEY SERVICES

PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

GATE

CATTLE GUARD, 26 FEET

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, 12 FOOT MINIMUM BLADE

376.00$ 285.00$ 294.22$ 350.00$ 276.00$

1.09$ 0.28$ 0.85$ 1.00$ 0.94$

526.00$ 310.00$ 410.90$ 500.00$ 1,394.00$

430.00$ 267.00$ 336.03$ 400.00$ 1,334.00$

46.50$ 61.00$ 36.49$ 50.00$ 118.50$

12,700.00$ 20,000.00$ 13,380.23$ 30,000.00$ 15,780.00$

108.00$ 135.00$ 84.26$ 150.00$ 268.50$

71.50$ 83.00$ 94.79$ 74.00$ 172.00$

77.50$ 93.00$ 82.88$ 61.00$ 133.50$

122.00$ 214.00$ 150.63$ 139.00$ 272.00$

104.00$ 112.00$ 97.11$ 91.00$ 221.00$

715.00$ 485.00$ 313.89$ 600.00$ 900.00$

627.00$ 406.00$ 236.79$ 400.00$ 646.00$

513.00$ 611.00$ 528.03$ 250.00$ 1,112.50$

1,050.00$ 788.00$ 615.12$ 1,375.00$ 1,451.00$

47.50$ 48.00$ 23.79$ 50.00$ 99.00$

648.00$ 652.00$ 566.57$ 275.00$ 1,563.00$

23.00$ 24.00$ 25.54$ 33.00$ 35.50$

884.00$ 2,750.00$ 1,760.40$ 5,000.00$ 6,575.00$

68.00$ 38.00$ 13.16$ 20.00$ 6.60$

2,840.00$ 2,500.00$ 2,660.23$ 2,500.00$ 3,420.00$

20,300.00$ 29,000.00$ 18,033.21$ 28,000.00$ 17,000.00$

1,990.00$ 2,700.00$ 1,120.10$ 800.00$ 2,000.00$

113.00$ 108.00$ 86.76$ 100.00$ 152.00$

126.00$ 118.00$ 95.21$ 20.00$ 127.00$

113.00$ 167.00$ 91.98$ 175.00$ 282.00$

160.00$ 155.00$ 137.88$ 125.00$ 182.00$

143.00$ 132.00$ 111.80$ 125.00$ 247.00$

Schedule A Total of Bid Items: 8,823,230.00$ 14.1% 10,067,722.08$ -15.4% 7,460,457.70$ -18.7% 7,172,914.90$ 0.6% 8,871,809.00$ 14.4% 10,095,329.07$ Project No: UT UT FLAP 73(1)

UT La Sal Mountain Loop Road Project Name: La Sal Mountain Loop Road

CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount Unit Price Amount Unit Price Amount Unit Price Amount Unit Price Amount Unit Price Amount w Valley Contractors Inc. DBA ACC Sou W.W. Clyde & Co. on Company DBA Nielson Constructionown Brothers Construction Company, I A&S Construction Co.Engineer's Estimate

62510-2000 Line A1340 23.0 ACRE 1,000.00$ 23,000.00$ 12,788.00$ 11,454.00$ 29,368.93$ 23,000.00$ 33,120.00$

62515-3000 Line A1360 23.0 ACRE 1,300.00$ 29,900.00$ 78,660.00$ 70,380.00$ 88,751.02$ 115,000.00$ 109,020.00$

62901-1100 Line A1380 2,000 SQYD 12.00$ 24,000.00$ 11,400.00$ 10,800.00$ 8,060.00$ 20,000.00$ 9,600.00$

63301-0000 Line A1400 30 EACH 350.00$ 10,500.00$ 15,180.00$ 18,450.00$ 12,601.20$ 16,200.00$ 15,300.00$

63308-2000 Line A1420 134 EACH 50.00$ 6,700.00$ 8,576.00$ 6,432.00$ 7,504.00$ 12,328.00$ 11,256.00$

63308-3000 Line A1440 20 EACH 50.00$ 1,000.00$ 4,020.00$ 960.00$ 1,120.00$ 3,500.00$ 1,800.00$

63309-0000 Line A1460 275 EACH 60.00$ 16,500.00$ 20,900.00$ 11,550.00$ 14,784.00$ 17,600.00$ 8,580.00$

63316-1000 Line A1480 10 EACH 400.00$ 4,000.00$ 1,970.00$ 2,140.00$ 2,240.20$ 1,500.00$ 4,800.00$

63402-0300 Line A1500 71.0 MILE 530.00$ 37,630.00$ 44,943.00$ 122,475.00$ 53,680.97$ 47,215.00$ 45,156.00$

63402-0400 Line A1520 4.0 MILE 530.00$ 2,120.00$ 764.00$ 1,456.00$ 784.08$ 800.00$ 768.00$

63501-1000 Line A1540 ALL LPSM 75,000.00$ 75,000.00$ 139,800.00$ 283,000.00$ 79,802.61$ 80,000.00$ 123,120.00$

63502-0600 Line A1560 6 EACH 300.00$ 1,800.00$ 2,154.00$ 1,020.00$ 1,830.42$ 6,000.00$ 1,800.00$

63502-0700 Line A1580 500 EACH 25.00$ 12,500.00$ 44,750.00$ 9,500.00$ 9,155.00$ 3,500.00$ 9,000.00$

63502-1300 Line A1600 1,000 EACH 60.00$ 60,000.00$ 120,000.00$ 32,000.00$ 57,450.00$ 18,000.00$ 24,000.00$

63503-0400 Line A1620 160 LNFT 70.00$ 11,200.00$ 7,280.00$ 6,720.00$ 11,080.00$ 8,000.00$ 11,840.00$

63503-1000 Line A1640 500 LNFT 6.00$ 3,000.00$ 2,100.00$ 1,600.00$ 395.00$ 500.00$ 3,000.00$

63504-1000 Line A1660 600 SQFT 15.00$ 9,000.00$ 14,400.00$ 23,400.00$ 13,038.00$ 30,000.00$ 10,800.00$

63505-1000 Line A1680 18.2 MILE 1,500.00$ 27,300.00$ 46,046.00$ 24,843.00$ 8,154.33$ 48,230.00$ 46,300.80$

63506-0500 Line A1700 1,120 HOUR 35.00$ 39,200.00$ 80,080.00$ 45,920.00$ 40,454.40$ 42,560.00$ 43,008.00$

63506-0600 Line A1720 560 HOUR 65.00$ 36,400.00$ 43,400.00$ 36,400.00$ 31,785.60$ 36,400.00$ 30,240.00$ 77.50$ 65.00$ 56.76$ 65.00$ 54.00$

71.50$ 41.00$ 36.12$ 38.00$ 38.40$

2,530.00$ 1,365.00$ 448.04$ 2,650.00$ 2,544.00$

24.00$ 39.00$ 21.73$ 50.00$ 18.00$

4.20$ 3.20$ 0.79$ 1.00$ 6.00$

45.50$ 42.00$ 69.25$ 50.00$ 74.00$

120.00$ 32.00$ 57.45$ 18.00$ 24.00$

89.50$ 19.00$ 18.31$ 7.00$ 18.00$

359.00$ 170.00$ 305.07$ 1,000.00$ 300.00$

139,800.00$ 283,000.00$ 79,802.61$ 80,000.00$ 123,120.00$

191.00$ 364.00$ 196.02$ 200.00$ 192.00$

633.00$ 1,725.00$ 756.07$ 665.00$ 636.00$

197.00$ 214.00$ 224.02$ 150.00$ 480.00$

76.00$ 42.00$ 53.76$ 64.00$ 31.20$

201.00$ 48.00$ 56.00$ 175.00$ 90.00$

64.00$ 48.00$ 56.00$ 92.00$ 84.00$

506.00$ 615.00$ 420.04$ 540.00$ 510.00$

5.70$ 5.40$ 4.03$ 10.00$ 4.80$

3,420.00$ 3,060.00$ 3,858.74$ 5,000.00$ 4,740.00$

556.00$ 498.00$ 1,276.91$ 1,000.00$ 1,440.00$

DELINEATOR

REMOVE AND RESET SIGN

PAVEMENT MARKINGS, TYPE B, SOLID

PAVEMENT MARKINGS, TYPE B, BROKEN

TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

SEEDING, HYDRAULIC METHOD

MULCHING, HYDRAULIC METHOD, BONDED FIBER MATRIX

ROLLED EROSION CONTROL PRODUCT, TYPE 4

SIGN SYSTEM

OBJECT MARKER, TYPE 2

OBJECT MARKER, TYPE 3

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, PILOT CAR

TEMPORARY TRAFFIC CONTROL, CONE

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TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS