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: 5,304,665.00$ -53.9% 2,445,184.20$ Project No: NM FLAP 11299(1)

Project Name: Dripping Springs and Baylor Canyon Roads CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount Unit Price Amount

15101-0000 Line A0020 ALL LPSM 550,000.00$ 550,000.00$ 135,000.00$

15206-0000 Line A0040 256.000 STA 125.00$ 32,000.00$ 24,576.00$

15215-3000 Line A0060 3 EACH 1,500.00$ 4,500.00$ 5,400.00$

15216-2000 Line A0080 512.000 STA 80.00$ 40,960.00$ 70,656.00$

15301-0000 Line A0100 ALL LPSM 150,000.00$ 150,000.00$ 62,000.00$

15401-0000 Line A0120 ALL LPSM 50,000.00$ 50,000.00$ 56,000.00$

15501-0000 Line A0140 ALL LPSM 4,000.00$ 4,000.00$ 1,600.00$

15705-0100 Line A0160 6,800 LNFT 5.00$ 34,000.00$ 8,296.00$

15705-1400 Line A0180 3,210 LNFT 10.00$ 32,100.00$ 15,729.00$

15705-1500 Line A0200 1,050 LNFT 7.50$ 7,875.00$ 2,887.50$

15706-0200 Line A0220 70 EACH 150.00$ 10,500.00$ 9,730.00$

15706-1600 Line A0240 2 EACH 3,000.00$ 6,000.00$ 3,200.00$

15802-0000 Line A0260 ALL LPSM 20,000.00$ 20,000.00$ 20,000.00$

SURVEY AND STAKING, GRADE FINISHING STAKES

138.00$

MOBILIZATION

SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

SURVEY AND STAKING, DRAINAGE STRUCTURE

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, SILT FENCE

SOIL EROSION CONTROL, SEDIMENT LOG

SOIL EROSION CONTROL, SEDIMENT WATTLE

SOIL EROSION CONTROL, CHECK DAM

SOIL EROSION CONTROL, STABILIZED CONSTRUCTION ENTRANCE

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

WATERING FOR DUST CONTROL

Mountain States Constructors

96.00$

135,000.00$

62,000.00$

1,800.00$

1.22$

1,600.00$

56,000.00$

2.75$

4.90$

1,600.00$

139.00$

20,000.00$

Engineer's Estimate

12/10/2015 Page 1 of 36

Project No: NM FLAP 11299(1)

Project Name: Dripping Springs and Baylor Canyon Roads CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount Unit Price Amount

Mountain States ConstructorsEngineer's Estimate

20101-0000 Line A0280 24.0 ACRE 3,000.00$ 72,000.00$ 31,200.00$

20301-0600 Line A0300 3 EACH 2,000.00$ 6,000.00$ 12,150.00$

20301-1900 Line A0320 6 EACH 2,000.00$ 12,000.00$ 4,800.00$

20301-2400 Line A0340 7 EACH 200.00$ 1,400.00$ 385.00$

20302-0700 Line A0360 4,985 LNFT 2.00$ 9,970.00$ 2,492.50$

20420-0000 Line A0380 65,200 CUYD 23.50$ 1,532,200.00$ 570,500.00$

21101-1000 Line A0400 4,600 SQYD 5.00$ 23,000.00$ 4,922.00$

25101-2000 Line A0420 5 CUYD 150.00$ 750.00$ 800.00$

25101-3000 Line A0440 15 CUYD 200.00$ 3,000.00$ 1,920.00$

25101-4000 Line A0460 40 CUYD 300.00$ 12,000.00$ 4,280.00$

25302-1000 Line A0480 130 CUYD 300.00$ 39,000.00$ 23,400.00$

25305-1000 Line A0500 1,780 SQYD 250.00$ 445,000.00$ 142,400.00$

30101-0000 Line A0520 13,500 TON $- $- 183,600.00$

REMOVAL OF PIPE CULVERT

REMOVAL OF SIGN

REMOVAL OF FENCE

REVET MATTRESS, GALVANIZED OR ALUMINIZED COATED

AGGREGATE BASE

EMBANKMENT CONSTRUCTION

ROADWAY OBLITERATION, METHOD 1

PLACED RIPRAP, CLASS 2

PLACED RIPRAP, CLASS 3

PLACED RIPRAP, CLASS 4

GABIONS, GALVANIZED OR ALUMINIZED COATED

CLEARING AND GRUBBING

REMOVAL OF CATTLE GUARD

1,300.00$

800.00$

4,050.00$

0.50$

55.00$

1.07$

8.75$

128.00$

160.00$

180.00$

107.00$

13.60$

80.00$

12/10/2015 Page 2 of 36

Project No: NM FLAP 11299(1)

Project Name: Dripping Springs and Baylor Canyon Roads CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount Unit Price Amount

Mountain States ConstructorsEngineer's Estimate

30110-0000 Line A0540 17,600 TON 60.00$ 1,056,000.00$ 239,360.00$

30602-0000 Line A0560 47,630 SQYD 4.00$ 190,520.00$ 204,809.00$

40101-0500 Line A0580 1,220 TON 135.00$ 164,700.00$ 91,500.00$

40105-3000 Line A0600 15 TON 275.00$ 4,125.00$ 1,755.00$

40920-1000 Line A0620 5 TON 750.00$ 3,750.00$ 3,000.00$

41103-0000 Line A0640 7,200 SQYD 1.50$ 10,800.00$ 5,040.00$

41201-1000 Line A0660 5 TON 800.00$ 4,000.00$ 3,000.00$

60201-0800 Line A0680 20 LNFT 200.00$ 4,000.00$ 1,180.00$

60201-1000 Line A0700 110 LNFT 300.00$ 33,000.00$ 8,690.00$

60201-1200 Line A0720 80 LNFT 400.00$ 32,000.00$ 9,280.00$

60210-0800 Line A0740 1 EACH 1,000.00$ 1,000.00$ 300.00$

60210-1000 Line A0760 2 EACH 1,200.00$ 2,400.00$ 1,280.00$

60210-1200 Line A0780 2 EACH 1,700.00$ 3,400.00$ 2,400.00$

ANTISTRIP ADDITIVE, TYPE 3

END SECTION FOR 24-INCH PIPE CULVERT

END SECTION FOR 36-INCH PIPE CULVERT

END SECTION FOR 48-INCH PIPE CULVERT

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

PRIME COAT

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

24-INCH PIPE CULVERT

36-INCH PIPE CULVERT

48-INCH PIPE CULVERT

AGGREGATE SURFACE COURSE

DUST PALLIATIVE APPLICATION

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

4.30$

13.60$

117.00$

75.00$

0.70$

600.00$

59.00$

600.00$

116.00$

79.00$

640.00$

300.00$

1,200.00$

12/10/2015 Page 3 of 36

Project No: NM FLAP 11299(1)

Project Name: Dripping Springs and Baylor Canyon Roads CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount Unit Price Amount

Mountain States ConstructorsEngineer's Estimate

61102-1200 Line A0800 110 LNFT 20.00$ 2,200.00$ 1,210.00$

61801-0000 Line A0820 2,470 LNFT 40.00$ 98,800.00$ 52,611.00$

61901-0900 Line A0840 4,850 LNFT 5.00$ 24,250.00$ 14,550.00$

61902-2500 Line A0860 3 EACH 550.00$ 1,650.00$ 990.00$

61903-1500 Line A0880 3 EACH 40,000.00$ 120,000.00$ 73,500.00$

62201-0250 Line A0900 20 HOUR 110.00$ 2,200.00$ 1,820.00$

62201-0950 Line A0920 20 HOUR 110.00$ 2,200.00$ 3,200.00$

62201-2800 Line A0940 20 HOUR 180.00$ 3,600.00$ 3,200.00$

62201-3350 Line A0960 20 HOUR 240.00$ 4,800.00$ 3,800.00$

62301-0000 Line A0980 60 HOUR 50.00$ 3,000.00$ 2,880.00$

62302-1000 Line A1000 40 HOUR 130.00$ 5,200.00$ 7,600.00$

62302-1100 Line A1020 40 HOUR 130.00$ 5,200.00$ 6,405.20$

62510-2000 Line A1040 22.0 ACRE 1,600.00$ 35,200.00$ 25,850.00$

1 1/2-INCH WATERLINE, POLYVINYL CHLORIDE (PVC)

CONCRETE BARRIER

FENCE, BARBED WIRE, 4 STRAND

GENERAL LABOR

SPECIAL LABOR, HIRED TECHNICAL SERVICES

SPECIAL LABOR, HIRED SURVEY SERVICES

SEEDING, HYDRAULIC METHOD

GATE, BARBED WIRE, 4-STRAND

CATTLE GUARD, 40 FEET

DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

MOTOR GRADER, 8 FOOT MINIMUM BLADE

HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

11.00$

3.00$

21.30$

24,500.00$

330.00$

160.00$

91.00$

190.00$

160.00$

190.00$

48.00$

1,175.00$

160.13$

12/10/2015 Page 4 of 36

Project No: NM FLAP 11299(1)

Project Name: Dripping Springs and Baylor Canyon Roads CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount Unit Price Amount

Mountain States ConstructorsEngineer's Estimate

62515-2000 Line A1060 22.0 ACRE 2,400.00$ 52,800.00$ 12,540.00$

63301-0000 Line A1080 37 EACH 200.00$ 7,400.00$ 12,210.00$

63308-3000 Line A1100 46 EACH 120.00$ 5,520.00$ 2,944.00$

63309-0900 Line A1120 260 EACH 96.00$ 24,960.00$ 9,620.00$

63502-0700 Line A1140 40 EACH 50.00$ 2,000.00$ 1,280.00$

63502-1300 Line A1160 100 EACH 75.00$ 7,500.00$ 4,800.00$

63502-2000 Line A1180 2 EACH 7,500.00$ 15,000.00$ 4,400.00$

63503-0300 Line A1200 24 LNFT 100.00$ 2,400.00$ 5,760.00$

63503-1000 Line A1220 2,380 LNFT 7.00$ 16,660.00$ 3,808.00$

63504-1000 Line A1240 343 SQFT 25.00$ 8,575.00$ 5,488.00$

63506-0500 Line A1260 3,600 HOUR 45.00$ 162,000.00$ 115,200.00$

63506-0600 Line A1280 1,200 HOUR 50.00$ 60,000.00$ 64,800.00$

63610-3010 Line A1300 90 LNFT 40.00$ 3,600.00$ 2,430.00$ 27.00$

54.00$

32.00$

16.00$

MULCHING, HYDRAULIC METHOD

SIGN SYSTEM

TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, PILOT CAR

CONDUIT, 4-INCH, HDPE

OBJECT MARKER, TYPE 3

DELINEATOR, TYPE FLEXIBLE

TEMPORARY TRAFFIC CONTROL, CONE

TEMPORARY TRAFFIC CONTROL, DRUM

TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

330.00$

570.00$

37.00$

64.00$

48.00$

32.00$

1.60$

240.00$

2,200.00$

12/10/2015 Page 5 of 36

Project No: NM FLAP 11299(1)

Project Name: Dripping Springs and Baylor Canyon Roads CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount Unit Price Amount

Mountain States ConstructorsEngineer's Estimate

63702-0000 Line A1320 1 EACH 15,000.00$ 15,000.00$ 28,500.00$

64603-1200 Line A1340 2 EACH 2,500.00$ 5,000.00$ 4,270.00$ 2,135.00$

28,500.00$

FIELD LABORATORY

FIXTURE, WAYSIDE EXHIBIT

12/10/2015 Page 6 of 36

Schedule A Total of Bid Items:

Project No: NM FLAP 11299(1)

Project Name: Dripping Springs and Baylor Canyon Road CQ = "Contract Quantity"

Item No. Quantity Unit

15101-0000 Line A0020 ALL LPSM

15206-0000 Line A0040 256.000 STA

15215-3000 Line A0060 3 EACH

15216-2000 Line A0080 512.000 STA

15301-0000 Line A0100 ALL LPSM

15401-0000 Line A0120 ALL LPSM

15501-0000 Line A0140 ALL LPSM

15705-0100 Line A0160 6,800 LNFT

15705-1400 Line A0180 3,210 LNFT

15705-1500 Line A0200 1,050 LNFT

15706-0200 Line A0220 70 EACH

15706-1600 Line A0240 2 EACH

15802-0000 Line A0260 ALL LPSM

SURVEY AND STAKING, GRADE FINISHING STAK

MOBILIZATION

SLOPE, REFERENCE, AND CLEARING AND GRUBB

SURVEY AND STAKING, DRAINAGE STRUCTURE

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, SILT FENCE

SOIL EROSION CONTROL, SEDIMENT LOG

SOIL EROSION CONTROL, SEDIMENT WATTLE

SOIL EROSION CONTROL, CHECK DAM

SOIL EROSION CONTROL, STABILIZED CONSTR

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

WATERING FOR DUST CONTROL

-46.5% 2,838,072.71$ -22.6% 4,104,650.00$

Unit Price Amount Unit Price Amount

242,171.63$ 588,000.00$

14,924.80$ 76,800.00$

2,238.66$ 9,000.00$

14,924.80$ 76,800.00$

45,172.00$ 100,000.00$

84,206.50$ 100,000.00$

765.96$ 10,000.00$

13,804.00$ 68,000.00$

9,244.80$ 38,520.00$

3,024.00$ 15,750.00$

11,127.90$ 35,000.00$

3,587.14$ 6,000.00$

107,921.80$ 50,000.00$

29.15$ 150.00$

242,171.63$ 588,000.00$

Mesa Verde Enterprises, Inc. RBK Construction, Inc.

45,172.00$ 100,000.00$

58.30$ 300.00$

746.22$ 3,000.00$

2.03$ 10.00$

765.96$ 10,000.00$

84,206.50$ 100,000.00$

2.88$ 15.00$

2.88$ 12.00$

1,793.57$ 3,000.00$

158.97$ 500.00$

107,921.80$ 50,000.00$

12/10/2015 Page 7 of 36

Project No: NM FLAP 11299(1)

Project Name: Dripping Springs and Baylor Canyon Road CQ = "Contract Quantity"

Item No. Quantity Unit

20101-0000 Line A0280 24.0 ACRE

20301-0600 Line A0300 3 EACH

20301-1900 Line A0320 6 EACH

20301-2400 Line A0340 7 EACH

20302-0700 Line A0360 4,985 LNFT

20420-0000 Line A0380 65,200 CUYD

21101-1000 Line A0400 4,600 SQYD

25101-2000 Line A0420 5 CUYD

25101-3000 Line A0440 15 CUYD

25101-4000 Line A0460 40 CUYD

25302-1000 Line A0480 130 CUYD

25305-1000 Line A0500 1,780 SQYD

30101-0000 Line A0520 13,500 TON

REMOVAL OF PIPE CULVERT

REMOVAL OF SIGN

REMOVAL OF FENCE

REVET MATTRESS, GALVANIZED OR ALUMINIZE

AGGREGATE BASE

EMBANKMENT CONSTRUCTION

ROADWAY OBLITERATION, METHOD 1

PLACED RIPRAP, CLASS 2

PLACED RIPRAP, CLASS 3

PLACED RIPRAP, CLASS 4

GABIONS, GALVANIZED OR ALUMINIZED COATE

CLEARING AND GRUBBING

REMOVAL OF CATTLE GUARD

-46.5% 2,838,072.71$ -22.6% 4,104,650.00$

Unit Price Amount Unit Price Amount

Mesa Verde Enterprises, Inc. RBK Construction, Inc.

55,503.84$ 120,000.00$

7,770.36$ 6,000.00$

14,883.36$ 3,000.00$

293.79$ 1,400.00$

2,442.65$ 24,925.00$

808,480.00$ 782,400.00$

9,246.00$ 9,200.00$

481.30$ 1,000.00$

1,289.70$ 3,750.00$

3,299.20$ 10,800.00$

16,282.50$ 32,500.00$

79,708.40$ 117,480.00$

205,335.00$ 324,000.00$

2,312.66$ 5,000.00$

2,480.56$ 500.00$

2,590.12$ 2,000.00$

0.49$ 5.00$

41.97$ 200.00$

2.01$ 2.00$

12.40$ 12.00$

85.98$ 250.00$

96.26$ 200.00$

125.25$ 250.00$

82.48$ 270.00$

15.21$ 24.00$

44.78$ 66.00$

12/10/2015 Page 8 of 36

Project No: NM FLAP 11299(1)

Project Name: Dripping Springs and Baylor Canyon Road CQ = "Contract Quantity"

Item No. Quantity Unit

30110-0000 Line A0540 17,600 TON

30602-0000 Line A0560 47,630 SQYD

40101-0500 Line A0580 1,220 TON

40105-3000 Line A0600 15 TON

40920-1000 Line A0620 5 TON

41103-0000 Line A0640 7,200 SQYD

41201-1000 Line A0660 5 TON

60201-0800 Line A0680 20 LNFT

60201-1000 Line A0700 110 LNFT

60201-1200 Line A0720 80 LNFT

60210-0800 Line A0740 1 EACH

60210-1000 Line A0760 2 EACH

60210-1200 Line A0780 2 EACH

ANTISTRIP ADDITIVE, TYPE 3

END SECTION FOR 24-INCH PIPE CULVERT

END SECTION FOR 36-INCH PIPE CULVERT

END SECTION FOR 48-INCH PIPE CULVERT

FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1

PRIME COAT

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

24-INCH PIPE CULVERT

36-INCH PIPE CULVERT

48-INCH PIPE CULVERT

AGGREGATE SURFACE COURSE

DUST PALLIATIVE APPLICATION

SUPERPAVE PAVEMENT, 1/2-INCH NOMINAL MAX

-46.5% 2,838,072.71$ -22.6% 4,104,650.00$

Unit Price Amount Unit Price Amount

Mesa Verde Enterprises, Inc. RBK Construction, Inc.

273,328.00$ 457,600.00$

85,734.00$ 23,815.00$

141,141.80$ 244,000.00$

2,761.95$ 10,500.00$

4,123.30$ 3,500.00$

6,192.00$ 7,200.00$

4,123.30$ 3,500.00$

1,230.00$ 3,000.00$

7,144.50$ 27,500.00$

7,968.80$ 32,000.00$

449.50$ 500.00$

1,368.96$ 1,200.00$

2,452.82$ 1,600.00$

1.80$ 0.50$

15.53$ 26.00$

184.13$ 700.00$

115.69$ 200.00$

0.86$ 1.00$

824.66$ 700.00$

61.50$ 150.00$

824.66$ 700.00$

99.61$ 400.00$

64.95$ 250.00$

684.48$ 600.00$

449.50$ 500.00$

1,226.41$ 800.00$

12/10/2015 Page 9 of 36

Project No: NM FLAP 11299(1)

Project Name: Dripping Springs and Baylor Canyon Road CQ = "Contract Quantity"

Item No. Quantity Unit

61102-1200 Line A0800 110 LNFT

61801-0000 Line A0820 2,470 LNFT

61901-0900 Line A0840 4,850 LNFT

61902-2500 Line A0860 3 EACH

61903-1500 Line A0880 3 EACH

62201-0250 Line A0900 20 HOUR

62201-0950 Line A0920 20 HOUR

62201-2800 Line A0940 20 HOUR

62201-3350 Line A0960 20 HOUR

62301-0000 Line A0980 60 HOUR

62302-1000 Line A1000 40 HOUR

62302-1100 Line A1020 40 HOUR

62510-2000 Line A1040 22.0 ACRE

1 1/2-INCH WATERLINE, POLYVINYL CHLORIDE

CONCRETE BARRIER

FENCE, BARBED WIRE, 4 STRAND

GENERAL LABOR

SPECIAL LABOR, HIRED TECHNICAL SERVICES

SPECIAL LABOR, HIRED SURVEY SERVICES

SEEDING, HYDRAULIC METHOD

GATE, BARBED WIRE, 4-STRAND

CATTLE GUARD, 40 FEET

DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPAC

WHEEL LOADER, 3 CUBIC YARD MINIMUM RATE

MOTOR GRADER, 8 FOOT MINIMUM BLADE

HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMU

-46.5% 2,838,072.71$ -22.6% 4,104,650.00$

Unit Price Amount Unit Price Amount

Mesa Verde Enterprises, Inc. RBK Construction, Inc.

1,117.60$ 2,200.00$

174,703.10$ 247,000.00$

16,393.00$ 48,500.00$

3,314.25$ 3,000.00$

68,527.80$ 90,000.00$

2,062.20$ 2,000.00$

1,964.00$ 2,400.00$

2,209.60$ 3,000.00$

3,977.20$ 3,000.00$

1,178.40$ 3,000.00$

1,227.60$ 8,000.00$

1,571.20$ 8,000.00$

15,933.06$ 24,200.00$

10.16$ 20.00$

3.38$ 10.00$

70.73$ 100.00$

22,842.60$ 30,000.00$

1,104.75$ 1,000.00$

98.20$ 120.00$

103.11$ 100.00$

198.86$ 150.00$

110.48$ 150.00$

30.69$ 200.00$

19.64$ 50.00$

724.23$ 1,100.00$

39.28$ 200.00$

12/10/2015 Page 10 of 36

Project No: NM FLAP 11299(1)

Project Name: Dripping Springs and Baylor Canyon Road CQ = "Contract Quantity"

Item No. Quantity Unit

62515-2000 Line A1060 22.0 ACRE

63301-0000 Line A1080 37 EACH

63308-3000 Line A1100 46 EACH

63309-0900 Line A1120 260 EACH

63502-0700 Line A1140 40 EACH

63502-1300 Line A1160 100 EACH

63502-2000 Line A1180 2 EACH

63503-0300 Line A1200 24 LNFT

63503-1000 Line A1220 2,380 LNFT

63504-1000 Line A1240 343 SQFT

63506-0500 Line A1260 3,600 HOUR

63506-0600 Line A1280 1,200 HOUR

63610-3010 Line A1300 90 LNFT

MULCHING, HYDRAULIC METHOD

SIGN SYSTEM

TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

TEMPORARY TRAFFIC CONTROL, CONSTRUCTIO

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, PILOT CAR

CONDUIT, 4-INCH, HDPE

OBJECT MARKER, TYPE 3

DELINEATOR, TYPE FLEXIBLE

TEMPORARY TRAFFIC CONTROL, CONE

TEMPORARY TRAFFIC CONTROL, DRUM

TEMPORARY TRAFFIC CONTROL, PORTABLE CHA

TEMPORARY TRAFFIC CONTROL, BARRICADE TY

-46.5% 2,838,072.71$ -22.6% 4,104,650.00$

Unit Price Amount Unit Price Amount

Mesa Verde Enterprises, Inc. RBK Construction, Inc.

18,390.46$ 19,800.00$

15,834.89$ 18,500.00$

3,049.34$ 4,600.00$

10,532.60$ 19,500.00$

982.00$ 4,000.00$

6,138.00$ 15,000.00$

39,280.00$ 2,000.00$

920.64$ 9,600.00$

3,855.60$ 14,280.00$

3,790.15$ 3,430.00$

70,704.00$ 57,600.00$

40,512.00$ 24,000.00$

2,331.00$ 1,800.00$ 25.90$ 20.00$

33.76$ 20.00$

19.64$ 16.00$

11.05$ 10.00$

427.97$ 500.00$

835.93$ 900.00$

40.51$ 75.00$

66.29$ 100.00$

61.38$ 150.00$

24.55$ 100.00$

1.62$ 6.00$

38.36$ 400.00$

19,640.00$ 1,000.00$

12/10/2015 Page 11 of 36

Project No: NM FLAP 11299(1)

Project Name: Dripping Springs and Baylor Canyon Road CQ = "Contract Quantity"

Item No. Quantity Unit

63702-0000 Line A1320 1 EACH

64603-1200 Line A1340 2 EACH

FIELD LABORATORY

FIXTURE, WAYSIDE EXHIBIT

-46.5% 2,838,072.71$ -22.6% 4,104,650.00$

Unit Price Amount Unit Price Amount

Mesa Verde Enterprises, Inc. RBK Construction, Inc.

25,286.50$ 20,000.00$

6,137.50$ 20,000.00$ 3,068.75$ 10,000.00$

25,286.50$ 20,000.00$

12/10/2015 Page 12 of 36

Project No: NM FLAP 11299(1)

Project Name: Dripping Springs and Baylor Canyon Road CQ = "Contract Quantity"

Item No. Quantity Unit

15101-0000 Line A0020 ALL LPSM

15206-0000 Line A0040 256.000 STA

15215-3000 Line A0060 3 EACH

15216-2000 Line A0080 512.000 STA

15301-0000 Line A0100 ALL LPSM

15401-0000 Line A0120 ALL LPSM

15501-0000 Line A0140 ALL LPSM

15705-0100 Line A0160 6,800 LNFT

15705-1400 Line A0180 3,210 LNFT

15705-1500 Line A0200 1,050 LNFT

15706-0200 Line A0220 70 EACH

15706-1600 Line A0240 2 EACH

15802-0000 Line A0260 ALL LPSM

SURVEY AND STAKING, GRADE FINISHING STAK

MOBILIZATION

SLOPE, REFERENCE, AND CLEARING AND GRUBB

SURVEY AND STAKING, DRAINAGE STRUCTURE

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, SILT FENCE

SOIL EROSION CONTROL, SEDIMENT LOG

SOIL EROSION CONTROL, SEDIMENT WATTLE

SOIL EROSION CONTROL, CHECK DAM

SOIL EROSION CONTROL, STABILIZED CONSTR

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

WATERING FOR DUST CONTROL

-31.4% 3,636,560.87$ -36.1% 3,388,312.16$

Unit Price Amount Unit Price Amount

358,000.00$ 294,234.26$

78,080.00$ 49,804.80$

3,600.00$ 5,480.13$

94,208.00$ 77,992.96$

26,308.00$ 24,356.13$

68,452.00$ 64,576.44$

5,000.00$ 2,018.71$

16,320.00$ 19,516.00$

11,556.00$ 11,716.50$

3,780.00$ 3,832.50$

25,760.00$ 19,527.20$

2,848.00$ 3,746.58$

28,351.00$ 50,207.41$

184.00$ 152.33$

358,000.00$

Sedona Contracting, Inc. Smith & Aguire Construction Co., Inc.

26,308.00$ 24,356.13$

294,234.26$

305.00$ 194.55$

1,200.00$ 1,826.71$

2.40$ 2.87$

5,000.00$ 2,018.71$

68,452.00$ 64,576.44$

3.60$ 3.65$

3.60$ 3.65$

1,424.00$ 1,873.29$

368.00$ 278.96$

28,351.00$ 50,207.41$

12/10/2015 Page 13 of 36

Project No: NM FLAP 11299(1)

Project Name: Dripping Springs and Baylor Canyon Road CQ = "Contract Quantity"

Item No. Quantity Unit

20101-0000 Line A0280 24.0 ACRE

20301-0600 Line A0300 3 EACH

20301-1900 Line A0320 6 EACH

20301-2400 Line A0340 7 EACH

20302-0700 Line A0360 4,985 LNFT

20420-0000 Line A0380 65,200 CUYD

21101-1000 Line A0400 4,600 SQYD

25101-2000 Line A0420 5 CUYD

25101-3000 Line A0440 15 CUYD

25101-4000 Line A0460 40 CUYD

25302-1000 Line A0480 130 CUYD

25305-1000 Line A0500 1,780 SQYD

30101-0000 Line A0520 13,500 TON

REMOVAL OF PIPE CULVERT

REMOVAL OF SIGN

REMOVAL OF FENCE

REVET MATTRESS, GALVANIZED OR ALUMINIZE

AGGREGATE BASE

EMBANKMENT CONSTRUCTION

ROADWAY OBLITERATION, METHOD 1

PLACED RIPRAP, CLASS 2

PLACED RIPRAP, CLASS 3

PLACED RIPRAP, CLASS 4

GABIONS, GALVANIZED OR ALUMINIZED COATE

CLEARING AND GRUBBING

REMOVAL OF CATTLE GUARD

-31.4% 3,636,560.87$ -36.1% 3,388,312.16$

Unit Price Amount Unit Price Amount

Sedona Contracting, Inc. Smith & Aguire Construction Co., Inc.

137,280.00$ 121,933.68$

5,604.00$ 9,264.00$

3,894.00$ 2,831.28$

1,141.00$ 1,413.09$

26,619.90$ 30,308.80$

692,424.00$ 650,696.00$

18,308.00$ 16,652.00$

1,535.00$ 1,466.65$

4,605.00$ 4,399.95$

7,240.00$ 6,680.80$

23,530.00$ 21,712.60$

144,536.00$ 135,475.80$

310,770.00$ 288,225.00$

5,720.00$ 5,080.57$

649.00$ 471.88$

1,868.00$ 3,088.00$

5.34$ 6.08$

163.00$ 201.87$

3.98$ 3.62$

10.62$ 9.98$

307.00$ 293.33$

307.00$ 293.33$

181.00$ 167.02$

181.00$ 167.02$

23.02$ 21.35$

81.20$ 76.11$

12/10/2015 Page 14 of 36

Project No: NM FLAP 11299(1)

Project Name: Dripping Springs and Baylor Canyon Road CQ = "Contract Quantity"

Item No. Quantity Unit

30110-0000 Line A0540 17,600 TON

30602-0000 Line A0560 47,630 SQYD

40101-0500 Line A0580 1,220 TON

40105-3000 Line A0600 15 TON

40920-1000 Line A0620 5 TON

41103-0000 Line A0640 7,200 SQYD

41201-1000 Line A0660 5 TON

60201-0800 Line A0680 20 LNFT

60201-1000 Line A0700 110 LNFT

60201-1200 Line A0720 80 LNFT

60210-0800 Line A0740 1 EACH

60210-1000 Line A0760 2 EACH

60210-1200 Line A0780 2 EACH

ANTISTRIP ADDITIVE, TYPE 3

END SECTION FOR 24-INCH PIPE CULVERT

END SECTION FOR 36-INCH PIPE CULVERT

END SECTION FOR 48-INCH PIPE CULVERT

FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1

PRIME COAT

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

24-INCH PIPE CULVERT

36-INCH PIPE CULVERT

48-INCH PIPE CULVERT

AGGREGATE SURFACE COURSE

DUST PALLIATIVE APPLICATION

SUPERPAVE PAVEMENT, 1/2-INCH NOMINAL MAX

-31.4% 3,636,560.87$ -36.1% 3,388,312.16$

Unit Price Amount Unit Price Amount

Sedona Contracting, Inc. Smith & Aguire Construction Co., Inc.

428,736.00$ 413,424.00$

72,397.60$ 70,016.10$

123,500.60$ 104,700.40$

1,936.65$ 1,880.25$

6,128.60$ 5,892.85$

7,200.00$ 5,544.00$

3,980.00$ 4,006.35$

856.20$ 878.80$

7,018.00$ 6,506.50$

5,866.40$ 3,950.40$

580.00$ 555.37$

600.00$ 572.42$

2,620.00$ 2,416.18$

1.52$ 1.47$

24.36$ 23.49$

129.11$ 125.35$

101.23$ 85.82$

1.00$ 0.77$

1,225.72$ 1,178.57$

42.81$ 43.94$

796.00$ 801.27$

73.33$ 49.38$

63.80$ 59.15$

300.00$ 286.21$

580.00$ 555.37$

1,310.00$ 1,208.09$

12/10/2015 Page 15 of 36

Project No: NM FLAP 11299(1)

Project Name: Dripping Springs and Baylor Canyon Road CQ = "Contract Quantity"

Item No. Quantity Unit

61102-1200 Line A0800 110 LNFT

61801-0000 Line A0820 2,470 LNFT

61901-0900 Line A0840 4,850 LNFT

61902-2500 Line A0860 3 EACH

61903-1500 Line A0880 3 EACH

62201-0250 Line A0900 20 HOUR

62201-0950 Line A0920 20 HOUR

62201-2800 Line A0940 20 HOUR

62201-3350 Line A0960 20 HOUR

62301-0000 Line A0980 60 HOUR

62302-1000 Line A1000 40 HOUR

62302-1100 Line A1020 40 HOUR

62510-2000 Line A1040 22.0 ACRE

1 1/2-INCH WATERLINE, POLYVINYL CHLORIDE

CONCRETE BARRIER

FENCE, BARBED WIRE, 4 STRAND

GENERAL LABOR

SPECIAL LABOR, HIRED TECHNICAL SERVICES

SPECIAL LABOR, HIRED SURVEY SERVICES

SEEDING, HYDRAULIC METHOD

GATE, BARBED WIRE, 4-STRAND

CATTLE GUARD, 40 FEET

DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPAC

WHEEL LOADER, 3 CUBIC YARD MINIMUM RATE

MOTOR GRADER, 8 FOOT MINIMUM BLADE

HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMU

-31.4% 3,636,560.87$ -36.1% 3,388,312.16$

Unit Price Amount Unit Price Amount

Sedona Contracting, Inc. Smith & Aguire Construction Co., Inc.

2,890.80$ 1,862.30$

119,054.00$ 110,853.60$

56,163.00$ 59,073.00$

4,386.00$ 4,566.78$

108,747.00$ 115,829.37$

1,900.00$ 1,652.40$

2,100.00$ 1,849.00$

2,500.00$ 2,312.40$

2,560.00$ 2,033.80$

1,995.00$ 1,856.40$

2,184.80$ 2,139.60$

2,184.80$ 5,921.60$

130,020.00$ 120,562.86$

26.28$ 16.93$

11.58$ 12.18$

48.20$ 44.88$

36,249.00$ 38,609.79$

1,462.00$ 1,522.26$

105.00$ 92.45$

95.00$ 82.62$

128.00$ 101.69$

125.00$ 115.62$

54.62$ 53.49$

33.25$ 30.94$

5,910.00$ 5,480.13$

54.62$ 148.04$

12/10/2015 Page 16 of 36

Project No: NM FLAP 11299(1)

Project Name: Dripping Springs and Baylor Canyon Road CQ = "Contract Quantity"

Item No. Quantity Unit

62515-2000 Line A1060 22.0 ACRE

63301-0000 Line A1080 37 EACH

63308-3000 Line A1100 46 EACH

63309-0900 Line A1120 260 EACH

63502-0700 Line A1140 40 EACH

63502-1300 Line A1160 100 EACH

63502-2000 Line A1180 2 EACH

63503-0300 Line A1200 24 LNFT

63503-1000 Line A1220 2,380 LNFT

63504-1000 Line A1240 343 SQFT

63506-0500 Line A1260 3,600 HOUR

63506-0600 Line A1280 1,200 HOUR

63610-3010 Line A1300 90 LNFT

MULCHING, HYDRAULIC METHOD

SIGN SYSTEM

TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

TEMPORARY TRAFFIC CONTROL, CONSTRUCTIO

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, PILOT CAR

CONDUIT, 4-INCH, HDPE

OBJECT MARKER, TYPE 3

DELINEATOR, TYPE FLEXIBLE

TEMPORARY TRAFFIC CONTROL, CONE

TEMPORARY TRAFFIC CONTROL, DRUM

TEMPORARY TRAFFIC CONTROL, PORTABLE CHA

TEMPORARY TRAFFIC CONTROL, BARRICADE TY

-31.4% 3,636,560.87$ -36.1% 3,388,312.16$

Unit Price Amount Unit Price Amount

Sedona Contracting, Inc. Smith & Aguire Construction Co., Inc.

144,672.00$ 133,958.88$

11,248.00$ 10,608.64$

8,602.00$ 8,938.26$

21,418.80$ 23,462.40$

1,395.20$ 1,218.00$

6,952.00$ 6,515.00$

49,948.00$ 43,475.70$

3,089.52$ 3,215.04$

9,996.00$ 9,686.60$

12,828.20$ 12,111.33$

83,952.00$ 81,072.00$

53,100.00$ 51,156.00$

1,657.80$ 2,072.70$ 18.42$ 23.03$

44.25$ 42.63$

23.32$ 22.52$

37.40$ 35.31$

304.00$ 286.72$

6,576.00$ 6,089.04$

82.38$ 90.24$

187.00$ 194.31$

69.52$ 65.15$

34.88$ 30.45$

4.20$ 4.07$

128.73$ 133.96$

24,974.00$ 21,737.85$

12/10/2015 Page 17 of 36

Project No: NM FLAP 11299(1)

Project Name: Dripping Springs and Baylor Canyon Road CQ = "Contract Quantity"

Item No. Quantity Unit

63702-0000 Line A1320 1 EACH

64603-1200 Line A1340 2 EACH

FIELD LABORATORY

FIXTURE, WAYSIDE EXHIBIT

-31.4% 3,636,560.87$ -36.1% 3,388,312.16$

Unit Price Amount Unit Price Amount

Sedona Contracting, Inc. Smith & Aguire Construction Co., Inc.

17,000.00$ 15,745.93$

12,846.00$ 16,149.68$ 6,423.00$ 8,074.84$

17,000.00$ 15,745.93$

12/10/2015 Page 18 of 36

Project No: NM FLAP 11299(1)

Project Name: Dripping Springs and Baylor Canyon Road CQ = "Contract Quantity"

Item No. Quantity Unit

15101-0000 Line A0020 ALL LPSM

15206-0000 Line A0040 256.000 STA

15215-3000 Line A0060 3 EACH

15216-2000 Line A0080 512.000 STA

15301-0000 Line A0100 ALL LPSM

15401-0000 Line A0120 ALL LPSM

15501-0000 Line A0140 ALL LPSM

15705-0100 Line A0160 6,800 LNFT

15705-1400 Line A0180 3,210 LNFT

15705-1500 Line A0200 1,050 LNFT

15706-0200 Line A0220 70 EACH

15706-1600 Line A0240 2 EACH

15802-0000 Line A0260 ALL LPSM

SURVEY AND STAKING, GRADE FINISHING STAK

MOBILIZATION

SLOPE, REFERENCE, AND CLEARING AND GRUBB

SURVEY AND STAKING, DRAINAGE STRUCTURE

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, SILT FENCE

SOIL EROSION CONTROL, SEDIMENT LOG

SOIL EROSION CONTROL, SEDIMENT WATTLE

SOIL EROSION CONTROL, CHECK DAM

SOIL EROSION CONTROL, STABILIZED CONSTR

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

WATERING FOR DUST CONTROL

-0.6% 5,275,175.00$ -14.5% 4,537,845.00$

Unit Price Amount Unit Price Amount

710,000.00$ 452,992.00$

28,160.00$ 51,200.00$

4,950.00$ 3,675.00$

23,040.00$ 18,432.00$

46,000.00$ 120,000.00$

230,000.00$ 77,500.00$

12,650.00$ 1,700.00$

40,800.00$ 27,200.00$

25,680.00$ 12,037.50$

8,400.00$ 2,835.00$

12,250.00$ 21,000.00$

4,400.00$ 4,300.00$

115,000.00$ 56,000.00$

45.00$ 36.00$

1,225.00$

Steve Manning Construction, Inc. J. Star Enterprises, Inc.

46,000.00$ 120,000.00$

710,000.00$ 452,992.00$

110.00$ 200.00$

1,650.00$

6.00$ 4.00$

12,650.00$ 1,700.00$

230,000.00$ 77,500.00$

8.00$ 2.70$

8.00$ 3.75$

2,200.00$ 2,150.00$

175.00$ 300.00$

115,000.00$ 56,000.00$

12/10/2015 Page 19 of 36

Project No: NM FLAP 11299(1)

Project Name: Dripping Springs and Baylor Canyon Road CQ = "Contract Quantity"

Item No. Quantity Unit

20101-0000 Line A0280 24.0 ACRE

20301-0600 Line A0300 3 EACH

20301-1900 Line A0320 6 EACH

20301-2400 Line A0340 7 EACH

20302-0700 Line A0360 4,985 LNFT

20420-0000 Line A0380 65,200 CUYD

21101-1000 Line A0400 4,600 SQYD

25101-2000 Line A0420 5 CUYD

25101-3000 Line A0440 15 CUYD

25101-4000 Line A0460 40 CUYD

25302-1000 Line A0480 130 CUYD

25305-1000 Line A0500 1,780 SQYD

30101-0000 Line A0520 13,500 TON

REMOVAL OF PIPE CULVERT

REMOVAL OF SIGN

REMOVAL OF FENCE

REVET MATTRESS, GALVANIZED OR ALUMINIZE

AGGREGATE BASE

EMBANKMENT CONSTRUCTION

ROADWAY OBLITERATION, METHOD 1

PLACED RIPRAP, CLASS 2

PLACED RIPRAP, CLASS 3

PLACED RIPRAP, CLASS 4

GABIONS, GALVANIZED OR ALUMINIZED COATE

CLEARING AND GRUBBING

REMOVAL OF CATTLE GUARD

-0.6% 5,275,175.00$ -14.5% 4,537,845.00$

Unit Price Amount Unit Price Amount

Steve Manning Construction, Inc. J. Star Enterprises, Inc.

142,560.00$ 72,000.00$

7,500.00$ 12,000.00$

9,000.00$ 9,000.00$

1,050.00$ 700.00$

6,979.00$ 24,925.00$

1,369,200.00$ 1,304,000.00$

9,200.00$ 10,350.00$

2,500.00$ 650.00$

7,500.00$ 1,650.00$

8,400.00$ 4,800.00$

45,500.00$ 29,250.00$

192,240.00$ 133,500.00$

405,000.00$ 425,250.00$

5,940.00$ 3,000.00$

1,500.00$ 1,500.00$

2,500.00$ 4,000.00$

1.40$ 5.00$

150.00$ 100.00$

2.00$ 2.25$

21.00$ 20.00$

500.00$ 110.00$

500.00$ 130.00$

350.00$ 225.00$

210.00$ 120.00$

30.00$ 31.50$

108.00$ 75.00$

12/10/2015 Page 20 of 36

Project No: NM FLAP 11299(1)

Project Name: Dripping Springs and Baylor Canyon Road CQ = "Contract Quantity"

Item No. Quantity Unit

30110-0000 Line A0540 17,600 TON

30602-0000 Line A0560 47,630 SQYD

40101-0500 Line A0580 1,220 TON

40105-3000 Line A0600 15 TON

40920-1000 Line A0620 5 TON

41103-0000 Line A0640 7,200 SQYD

41201-1000 Line A0660 5 TON

60201-0800 Line A0680 20 LNFT

60201-1000 Line A0700 110 LNFT

60201-1200 Line A0720 80 LNFT

60210-0800 Line A0740 1 EACH

60210-1000 Line A0760 2 EACH

60210-1200 Line A0780 2 EACH

ANTISTRIP ADDITIVE, TYPE 3

END SECTION FOR 24-INCH PIPE CULVERT

END SECTION FOR 36-INCH PIPE CULVERT

END SECTION FOR 48-INCH PIPE CULVERT

FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1

PRIME COAT

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

24-INCH PIPE CULVERT

36-INCH PIPE CULVERT

48-INCH PIPE CULVERT

AGGREGATE SURFACE COURSE

DUST PALLIATIVE APPLICATION

SUPERPAVE PAVEMENT, 1/2-INCH NOMINAL MAX

-0.6% 5,275,175.00$ -14.5% 4,537,845.00$

Unit Price Amount Unit Price Amount

Steve Manning Construction, Inc. J. Star Enterprises, Inc.

519,200.00$ 572,000.00$

142,890.00$ 166,705.00$

195,200.00$ 172,020.00$

7,200.00$ 2,625.00$

4,500.00$ 3,625.00$

10,800.00$ 7,920.00$

4,500.00$ 4,350.00$

5,000.00$ 2,000.00$

33,000.00$ 7,150.00$

32,000.00$ 6,800.00$

300.00$ 1,300.00$

800.00$ 7,000.00$

1,000.00$ 8,000.00$

3.00$ 3.50$

29.50$ 32.50$

480.00$ 175.00$

160.00$ 141.00$

1.50$ 1.10$

900.00$ 725.00$

250.00$ 100.00$

900.00$ 870.00$

400.00$ 85.00$

300.00$ 65.00$

400.00$ 3,500.00$

300.00$ 1,300.00$

500.00$ 4,000.00$

12/10/2015 Page 21 of 36

Project No: NM FLAP 11299(1)

Project Name: Dripping Springs and Baylor Canyon Road CQ = "Contract Quantity"

Item No. Quantity Unit

61102-1200 Line A0800 110 LNFT

61801-0000 Line A0820 2,470 LNFT

61901-0900 Line A0840 4,850 LNFT

61902-2500 Line A0860 3 EACH

61903-1500 Line A0880 3 EACH

62201-0250 Line A0900 20 HOUR

62201-0950 Line A0920 20 HOUR

62201-2800 Line A0940 20 HOUR

62201-3350 Line A0960 20 HOUR

62301-0000 Line A0980 60 HOUR

62302-1000 Line A1000 40 HOUR

62302-1100 Line A1020 40 HOUR

62510-2000 Line A1040 22.0 ACRE

1 1/2-INCH WATERLINE, POLYVINYL CHLORIDE

CONCRETE BARRIER

FENCE, BARBED WIRE, 4 STRAND

GENERAL LABOR

SPECIAL LABOR, HIRED TECHNICAL SERVICES

SPECIAL LABOR, HIRED SURVEY SERVICES

SEEDING, HYDRAULIC METHOD

GATE, BARBED WIRE, 4-STRAND

CATTLE GUARD, 40 FEET

DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPAC

WHEEL LOADER, 3 CUBIC YARD MINIMUM RATE

MOTOR GRADER, 8 FOOT MINIMUM BLADE

HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMU

-0.6% 5,275,175.00$ -14.5% 4,537,845.00$

Unit Price Amount Unit Price Amount

Steve Manning Construction, Inc. J. Star Enterprises, Inc.

2,200.00$ 1,705.00$

348,270.00$ 185,250.00$

24,250.00$ 17,702.50$

900.00$ 2,175.00$

75,000.00$ 92,250.00$

2,300.00$ 2,500.00$

3,000.00$ 2,600.00$

4,200.00$ 3,600.00$

3,800.00$ 2,500.00$

3,000.00$ 2,100.00$

7,200.00$ 4,400.00$

7,200.00$ 10,000.00$

28,600.00$ 28,600.00$

20.00$ 15.50$

5.00$ 3.65$

141.00$ 75.00$

25,000.00$ 30,750.00$

300.00$ 725.00$

150.00$ 130.00$

115.00$ 125.00$

190.00$ 125.00$

210.00$ 180.00$

180.00$ 110.00$

50.00$ 35.00$

1,300.00$ 1,300.00$

180.00$ 250.00$

12/10/2015 Page 22 of 36

Project No: NM FLAP 11299(1)

Project Name: Dripping Springs and Baylor Canyon Road CQ = "Contract Quantity"

Item No. Quantity Unit

62515-2000 Line A1060 22.0 ACRE

63301-0000 Line A1080 37 EACH

63308-3000 Line A1100 46 EACH

63309-0900 Line A1120 260 EACH

63502-0700 Line A1140 40 EACH

63502-1300 Line A1160 100 EACH

63502-2000 Line A1180 2 EACH

63503-0300 Line A1200 24 LNFT

63503-1000 Line A1220 2,380 LNFT

63504-1000 Line A1240 343 SQFT

63506-0500 Line A1260 3,600 HOUR

63506-0600 Line A1280 1,200 HOUR

63610-3010 Line A1300 90 LNFT

MULCHING, HYDRAULIC METHOD

SIGN SYSTEM

TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

TEMPORARY TRAFFIC CONTROL, CONSTRUCTIO

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, PILOT CAR

CONDUIT, 4-INCH, HDPE

OBJECT MARKER, TYPE 3

DELINEATOR, TYPE FLEXIBLE

TEMPORARY TRAFFIC CONTROL, CONE

TEMPORARY TRAFFIC CONTROL, DRUM

TEMPORARY TRAFFIC CONTROL, PORTABLE CHA

TEMPORARY TRAFFIC CONTROL, BARRICADE TY

-0.6% 5,275,175.00$ -14.5% 4,537,845.00$

Unit Price Amount Unit Price Amount

Steve Manning Construction, Inc. J. Star Enterprises, Inc.

13,750.00$ 38,500.00$

18,500.00$ 10,730.00$

2,760.00$ 6,670.00$

13,000.00$ 20,280.00$

1,280.00$ 1,600.00$

5,000.00$ 5,500.00$

17,000.00$ 56,300.00$

1,200.00$ 3,840.00$

4,760.00$ 7,140.00$

14,406.00$ 7,546.00$

162,000.00$ 115,200.00$

60,000.00$ 54,000.00$

2,250.00$ 2,565.00$ 25.00$ 28.50$

50.00$ 45.00$

45.00$ 32.00$

42.00$ 22.00$

500.00$ 290.00$

625.00$ 1,750.00$

50.00$ 78.00$

60.00$ 145.00$

50.00$ 55.00$

32.00$ 40.00$

2.00$ 3.00$

50.00$ 160.00$

8,500.00$ 28,150.00$

12/10/2015 Page 23 of 36

Project No: NM FLAP 11299(1)

Project Name: Dripping Springs and Baylor Canyon Road CQ = "Contract Quantity"

Item No. Quantity Unit

63702-0000 Line A1320 1 EACH

64603-1200 Line A1340 2 EACH

FIELD LABORATORY

FIXTURE, WAYSIDE EXHIBIT

-0.6% 5,275,175.00$ -14.5% 4,537,845.00$

Unit Price Amount Unit Price Amount

Steve Manning Construction, Inc. J. Star Enterprises, Inc.

20,000.00$ 3,150.00$

5,000.00$ 11,000.00$ 2,500.00$ 5,500.00$

20,000.00$ 3,150.00$

12/10/2015 Page 24 of 36

Project No: NM FLAP 11299(1)

Project Name: Dripping Springs and Baylor Canyon Road CQ = "Contract Quantity"

Item No. Quantity Unit

15101-0000 Line A0020 ALL LPSM

15206-0000 Line A0040 256.000 STA

15215-3000 Line A0060 3 EACH

15216-2000 Line A0080 512.000 STA

15301-0000 Line A0100 ALL LPSM

15401-0000 Line A0120 ALL LPSM

15501-0000 Line A0140 ALL LPSM

15705-0100 Line A0160 6,800 LNFT

15705-1400 Line A0180 3,210 LNFT

15705-1500 Line A0200 1,050 LNFT

15706-0200 Line A0220 70 EACH

15706-1600 Line A0240 2 EACH

15802-0000 Line A0260 ALL LPSM

SURVEY AND STAKING, GRADE FINISHING STAK

MOBILIZATION

SLOPE, REFERENCE, AND CLEARING AND GRUBB

SURVEY AND STAKING, DRAINAGE STRUCTURE

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, SILT FENCE

SOIL EROSION CONTROL, SEDIMENT LOG

SOIL EROSION CONTROL, SEDIMENT WATTLE

SOIL EROSION CONTROL, CHECK DAM

SOIL EROSION CONTROL, STABILIZED CONSTR

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

WATERING FOR DUST CONTROL

-16.7% 4,418,756.13$ -16.1% 4,449,469.60$

Unit Price Amount Unit Price Amount

36,637.50$ 421,200.00$

30,914.56$ 37,376.00$

842.07$ 4,260.00$

59,422.72$ 189,440.00$

111,455.55$ 88,473.60$

100,488.76$ 86,544.72$

30,398.40$ 46,400.00$

30,056.00$ 22,032.00$

47,700.60$ 12,133.80$

23,530.50$ 3,969.00$

27,857.20$ 14,000.00$

6,375.82$ 3,888.00$

87,385.82$ 91,200.00$

116.06$

280.69$ 1,420.00$

IDEALS, Inc. Ultimate Concrete LLC

111,455.55$ 88,473.60$

36,637.50$ 421,200.00$

120.76$ 146.00$

370.00$

4.42$ 3.24$

30,398.40$ 46,400.00$

100,488.76$ 86,544.72$

22.41$ 3.78$

14.86$ 3.78$

3,187.91$ 1,944.00$

397.96$ 200.00$

87,385.82$ 91,200.00$

12/10/2015 Page 25 of 36

Project No: NM FLAP 11299(1)

Project Name: Dripping Springs and Baylor Canyon Road CQ = "Contract Quantity"

Item No. Quantity Unit

20101-0000 Line A0280 24.0 ACRE

20301-0600 Line A0300 3 EACH

20301-1900 Line A0320 6 EACH

20301-2400 Line A0340 7 EACH

20302-0700 Line A0360 4,985 LNFT

20420-0000 Line A0380 65,200 CUYD

21101-1000 Line A0400 4,600 SQYD

25101-2000 Line A0420 5 CUYD

25101-3000 Line A0440 15 CUYD

25101-4000 Line A0460 40 CUYD

25302-1000 Line A0480 130 CUYD

25305-1000 Line A0500 1,780 SQYD

30101-0000 Line A0520 13,500 TON

REMOVAL OF PIPE CULVERT

REMOVAL OF SIGN

REMOVAL OF FENCE

REVET MATTRESS, GALVANIZED OR ALUMINIZE

AGGREGATE BASE

EMBANKMENT CONSTRUCTION

ROADWAY OBLITERATION, METHOD 1

PLACED RIPRAP, CLASS 2

PLACED RIPRAP, CLASS 3

PLACED RIPRAP, CLASS 4

GABIONS, GALVANIZED OR ALUMINIZED COATE

CLEARING AND GRUBBING

REMOVAL OF CATTLE GUARD

-16.7% 4,418,756.13$ -16.1% 4,449,469.60$

Unit Price Amount Unit Price Amount

IDEALS, Inc. Ultimate Concrete LLC

47,549.76$ 38,556.00$

5,254.11$ 1,620.00$

3,565.32$ 648.00$

754.95$ 75.60$

26,270.95$ 26,919.00$

1,127,308.00$ 1,302,696.00$

29,532.00$ 208,656.00$

1,570.20$ 477.90$

3,531.75$ 1,498.50$

10,787.60$ 4,168.80$

37,958.70$ 21,130.20$

168,121.00$ 151,300.00$

397,845.00$ 338,580.00$

1,981.24$ 1,606.50$

594.22$ 108.00$

1,751.37$ 540.00$

5.27$ 5.40$

107.85$ 10.80$

6.42$ 45.36$

17.29$ 19.98$

235.45$ 99.90$

314.04$ 95.58$

291.99$ 162.54$

269.69$ 104.22$

29.47$ 25.08$

94.45$ 85.00$

12/10/2015 Page 26 of 36

Project No: NM FLAP 11299(1)

Project Name: Dripping Springs and Baylor Canyon Road CQ = "Contract Quantity"

Item No. Quantity Unit

30110-0000 Line A0540 17,600 TON

30602-0000 Line A0560 47,630 SQYD

40101-0500 Line A0580 1,220 TON

40105-3000 Line A0600 15 TON

40920-1000 Line A0620 5 TON

41103-0000 Line A0640 7,200 SQYD

41201-1000 Line A0660 5 TON

60201-0800 Line A0680 20 LNFT

60201-1000 Line A0700 110 LNFT

60201-1200 Line A0720 80 LNFT

60210-0800 Line A0740 1 EACH

60210-1000 Line A0760 2 EACH

60210-1200 Line A0780 2 EACH

ANTISTRIP ADDITIVE, TYPE 3

END SECTION FOR 24-INCH PIPE CULVERT

END SECTION FOR 36-INCH PIPE CULVERT

END SECTION FOR 48-INCH PIPE CULVERT

FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1

PRIME COAT

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

24-INCH PIPE CULVERT

36-INCH PIPE CULVERT

48-INCH PIPE CULVERT

AGGREGATE SURFACE COURSE

DUST PALLIATIVE APPLICATION

SUPERPAVE PAVEMENT, 1/2-INCH NOMINAL MAX

-16.7% 4,418,756.13$ -16.1% 4,449,469.60$

Unit Price Amount Unit Price Amount

IDEALS, Inc. Ultimate Concrete LLC

517,616.00$ 401,984.00$

144,795.20$ 50,011.50$

212,341.00$ 136,139.80$

13,621.35$ 2,187.00$

6,297.75$ 4,455.00$

23,976.00$ 6,696.00$

6,297.75$ 4,455.00$

3,542.00$ 972.00$

11,137.50$ 6,949.80$

15,379.20$ 7,369.60$

1,883.21$ 776.52$

3,016.44$ 2,516.40$

3,720.10$ 4,857.84$

3.04$ 1.05$

29.41$ 22.84$

908.09$ 145.80$

174.05$ 111.59$

3.33$ 0.93$

1,259.55$ 891.00$

177.10$ 48.60$

1,259.55$ 891.00$

192.24$ 92.12$

101.25$ 63.18$

1,508.22$ 1,258.20$

1,883.21$ 776.52$

1,860.05$ 2,428.92$

12/10/2015 Page 27 of 36

Project No: NM FLAP 11299(1)

Project Name: Dripping Springs and Baylor Canyon Road CQ = "Contract Quantity"

Item No. Quantity Unit

61102-1200 Line A0800 110 LNFT

61801-0000 Line A0820 2,470 LNFT

61901-0900 Line A0840 4,850 LNFT

61902-2500 Line A0860 3 EACH

61903-1500 Line A0880 3 EACH

62201-0250 Line A0900 20 HOUR

62201-0950 Line A0920 20 HOUR

62201-2800 Line A0940 20 HOUR

62201-3350 Line A0960 20 HOUR

62301-0000 Line A0980 60 HOUR

62302-1000 Line A1000 40 HOUR

62302-1100 Line A1020 40 HOUR

62510-2000 Line A1040 22.0 ACRE

1 1/2-INCH WATERLINE, POLYVINYL CHLORIDE

CONCRETE BARRIER

FENCE, BARBED WIRE, 4 STRAND

GENERAL LABOR

SPECIAL LABOR, HIRED TECHNICAL SERVICES

SPECIAL LABOR, HIRED SURVEY SERVICES

SEEDING, HYDRAULIC METHOD

GATE, BARBED WIRE, 4-STRAND

CATTLE GUARD, 40 FEET

DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPAC

WHEEL LOADER, 3 CUBIC YARD MINIMUM RATE

MOTOR GRADER, 8 FOOT MINIMUM BLADE

HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMU

-16.7% 4,418,756.13$ -16.1% 4,449,469.60$

Unit Price Amount Unit Price Amount

IDEALS, Inc. Ultimate Concrete LLC

7,067.50$ 653.40$

233,909.00$ 174,999.50$

90,016.00$ 148,216.00$

10,715.76$ 2,592.00$

53,775.93$ 61,620.00$

1,402.20$ 1,786.40$

1,461.40$ 1,916.00$

1,852.20$ 1,849.40$

1,806.40$ 1,325.20$

2,512.20$ 1,492.80$

12,632.40$ 5,400.00$

12,632.40$ 5,400.00$

79,871.44$ 40,172.00$

64.25$ 5.94$

18.56$ 30.56$

94.70$ 70.85$

17,925.31$ 20,540.00$

3,571.92$ 864.00$

73.07$ 95.80$

70.11$ 89.32$

90.32$ 66.26$

92.61$ 92.47$

315.81$ 135.00$

41.87$ 24.88$

3,630.52$ 1,826.00$

315.81$ 135.00$

12/10/2015 Page 28 of 36

Project No: NM FLAP 11299(1)

Project Name: Dripping Springs and Baylor Canyon Road CQ = "Contract Quantity"

Item No. Quantity Unit

62515-2000 Line A1060 22.0 ACRE

63301-0000 Line A1080 37 EACH

63308-3000 Line A1100 46 EACH

63309-0900 Line A1120 260 EACH

63502-0700 Line A1140 40 EACH

63502-1300 Line A1160 100 EACH

63502-2000 Line A1180 2 EACH

63503-0300 Line A1200 24 LNFT

63503-1000 Line A1220 2,380 LNFT

63504-1000 Line A1240 343 SQFT

63506-0500 Line A1260 3,600 HOUR

63506-0600 Line A1280 1,200 HOUR

63610-3010 Line A1300 90 LNFT

MULCHING, HYDRAULIC METHOD

SIGN SYSTEM

TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

TEMPORARY TRAFFIC CONTROL, CONSTRUCTIO

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, PILOT CAR

CONDUIT, 4-INCH, HDPE

OBJECT MARKER, TYPE 3

DELINEATOR, TYPE FLEXIBLE

TEMPORARY TRAFFIC CONTROL, CONE

TEMPORARY TRAFFIC CONTROL, DRUM

TEMPORARY TRAFFIC CONTROL, PORTABLE CHA

TEMPORARY TRAFFIC CONTROL, BARRICADE TY

-16.7% 4,418,756.13$ -16.1% 4,449,469.60$

Unit Price Amount Unit Price Amount

IDEALS, Inc. Ultimate Concrete LLC

79,943.60$ 49,896.00$

17,453.64$ 15,984.00$

14,915.96$ 1,689.12$

37,047.40$ 5,616.00$

5,277.20$ 7,200.00$

28,337.00$ 18,000.00$

73,025.70$ 18,144.00$

6,192.24$ 1,382.40$

16,065.00$ 10,281.60$

19,753.37$ 3,704.40$

110,520.00$ 72,000.00$

45,336.00$ 36,000.00$

10,513.80$ 2,575.80$ 116.82$ 28.62$

37.78$ 30.00$

30.70$ 20.00$

57.59$ 10.80$

471.72$ 432.00$

3,633.80$ 2,268.00$

142.49$ 21.60$

324.26$ 36.72$

283.37$ 180.00$

131.93$ 180.00$

6.75$ 4.32$

258.01$ 57.60$

36,512.85$ 9,072.00$

12/10/2015 Page 29 of 36

Project No: NM FLAP 11299(1)

Project Name: Dripping Springs and Baylor Canyon Road CQ = "Contract Quantity"

Item No. Quantity Unit

63702-0000 Line A1320 1 EACH

64603-1200 Line A1340 2 EACH

FIELD LABORATORY

FIXTURE, WAYSIDE EXHIBIT

-16.7% 4,418,756.13$ -16.1% 4,449,469.60$

Unit Price Amount Unit Price Amount

IDEALS, Inc. Ultimate Concrete LLC

8,313.85$ 6,480.00$

19,668.20$ 6,480.00$ 9,834.10$ 3,240.00$

8,313.85$ 6,480.00$

12/10/2015 Page 30 of 36

Project No: NM FLAP 11299(1)

Project Name: Dripping Springs and Baylor Canyon Road CQ = "Contract Quantity"

Item No. Quantity Unit

15101-0000 Line A0020 ALL LPSM

15206-0000 Line A0040 256.000 STA

15215-3000 Line A0060 3 EACH

15216-2000 Line A0080 512.000 STA

15301-0000 Line A0100 ALL LPSM

15401-0000 Line A0120 ALL LPSM

15501-0000 Line A0140 ALL LPSM

15705-0100 Line A0160 6,800 LNFT

15705-1400 Line A0180 3,210 LNFT

15705-1500 Line A0200 1,050 LNFT

15706-0200 Line A0220 70 EACH

15706-1600 Line A0240 2 EACH

15802-0000 Line A0260 ALL LPSM

SURVEY AND STAKING, GRADE FINISHING STAK

MOBILIZATION

SLOPE, REFERENCE, AND CLEARING AND GRUBB

SURVEY AND STAKING, DRAINAGE STRUCTURE

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, SILT FENCE

SOIL EROSION CONTROL, SEDIMENT LOG

SOIL EROSION CONTROL, SEDIMENT WATTLE

SOIL EROSION CONTROL, CHECK DAM

SOIL EROSION CONTROL, STABILIZED CONSTR

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

WATERING FOR DUST CONTROL

-45.5% 2,888,577.00$ -4.5% 5,065,320.69$

Unit Price Amount Unit Price Amount

50,719.00$ 370,637.88$

49,152.00$ 43,128.32$

3,465.00$ 4,915.68$

48,640.00$ 218,598.40$

88,750.00$ 102,091.12$

109,200.00$ 99,865.35$

3,917.00$ 99,698.36$

13,600.00$ 25,432.00$

6,420.00$ 13,995.60$

2,100.00$ 4,578.00$

19,320.00$ 16,154.60$

4,080.00$ 4,486.42$

125,854.00$ 105,237.16$

Morrow Enterprises, Inc. Milcon Construction, Inc.

370,637.88$

168.47$

1,638.56$

426.95$

102,091.12$

99,865.35$

99,698.36$

3.74$

4.36$

4.36$

230.78$

2,243.21$

105,237.16$

50,719.00$

192.00$

1,155.00$

95.00$

88,750.00$

109,200.00$

3,917.00$

2.00$

2.00$

2.00$

276.00$

2,040.00$

125,854.00$

12/10/2015 Page 31 of 36

Project No: NM FLAP 11299(1)

Project Name: Dripping Springs and Baylor Canyon Road CQ = "Contract Quantity"

Item No. Quantity Unit

20101-0000 Line A0280 24.0 ACRE

20301-0600 Line A0300 3 EACH

20301-1900 Line A0320 6 EACH

20301-2400 Line A0340 7 EACH

20302-0700 Line A0360 4,985 LNFT

20420-0000 Line A0380 65,200 CUYD

21101-1000 Line A0400 4,600 SQYD

25101-2000 Line A0420 5 CUYD

25101-3000 Line A0440 15 CUYD

25101-4000 Line A0460 40 CUYD

25302-1000 Line A0480 130 CUYD

25305-1000 Line A0500 1,780 SQYD

30101-0000 Line A0520 13,500 TON

REMOVAL OF PIPE CULVERT

REMOVAL OF SIGN

REMOVAL OF FENCE

REVET MATTRESS, GALVANIZED OR ALUMINIZE

AGGREGATE BASE

EMBANKMENT CONSTRUCTION

ROADWAY OBLITERATION, METHOD 1

PLACED RIPRAP, CLASS 2

PLACED RIPRAP, CLASS 3

PLACED RIPRAP, CLASS 4

GABIONS, GALVANIZED OR ALUMINIZED COATE

CLEARING AND GRUBBING

REMOVAL OF CATTLE GUARD

-45.5% 2,888,577.00$ -4.5% 5,065,320.69$

Unit Price Amount Unit Price Amount

Morrow Enterprises, Inc. Milcon Construction, Inc.

15,864.00$ 44,490.48$

12,654.00$ 1,869.33$

20,730.00$ 747.72$

910.00$ 87.22$

9,970.00$ 31,056.55$

586,800.00$ 1,503,512.00$

4,600.00$ 240,764.00$

500.00$ 551.45$

1,710.00$ 1,729.20$

4,400.00$ 4,810.40$

15,730.00$ 24,382.80$

153,080.00$ 174,582.40$

243,000.00$ 390,690.00$

1,853.77$

623.11$

124.62$

12.46$

661.00$

4,218.00$

3,455.00$

130.00$

2.00$ 6.23$

9.00$

1.00$

23.06$

52.34$

100.00$

114.00$

110.29$

115.28$

110.00$

121.00$

120.26$

187.56$

86.00$

18.00$

98.08$

28.94$

12/10/2015 Page 32 of 36

Project No: NM FLAP 11299(1)

Project Name: Dripping Springs and Baylor Canyon Road CQ = "Contract Quantity"

Item No. Quantity Unit

30110-0000 Line A0540 17,600 TON

30602-0000 Line A0560 47,630 SQYD

40101-0500 Line A0580 1,220 TON

40105-3000 Line A0600 15 TON

40920-1000 Line A0620 5 TON

41103-0000 Line A0640 7,200 SQYD

41201-1000 Line A0660 5 TON

60201-0800 Line A0680 20 LNFT

60201-1000 Line A0700 110 LNFT

60201-1200 Line A0720 80 LNFT

60210-0800 Line A0740 1 EACH

60210-1000 Line A0760 2 EACH

60210-1200 Line A0780 2 EACH

ANTISTRIP ADDITIVE, TYPE 3

END SECTION FOR 24-INCH PIPE CULVERT

END SECTION FOR 36-INCH PIPE CULVERT

END SECTION FOR 48-INCH PIPE CULVERT

FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1

PRIME COAT

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

24-INCH PIPE CULVERT

36-INCH PIPE CULVERT

48-INCH PIPE CULVERT

AGGREGATE SURFACE COURSE

DUST PALLIATIVE APPLICATION

SUPERPAVE PAVEMENT, 1/2-INCH NOMINAL MAX

-45.5% 2,888,577.00$ -4.5% 5,065,320.69$

Unit Price Amount Unit Price Amount

Morrow Enterprises, Inc. Milcon Construction, Inc.

387,200.00$ 463,936.00$

95,260.00$ 57,632.30$

145,180.00$ 157,099.40$

1,965.00$ 2,523.60$

5,325.00$ 5,140.70$

14,400.00$ 7,704.00$

10,225.00$ 5,140.70$

1,040.00$ 1,121.60$

7,810.00$ 8,019.00$

10,880.00$ 8,504.00$

2,663.00$ 896.04$

5,886.00$ 2,903.72$

6,988.00$ 5,605.54$

22.00$

2.00$

26.36$

1.21$

119.00$

131.00$

128.77$

168.24$

1,065.00$

2.00$

1,028.14$

1.07$

2,045.00$

52.00$

1,028.14$

56.08$

71.00$

136.00$

72.90$

106.30$

2,663.00$

2,943.00$

896.04$

1,451.86$

3,494.00$ 2,802.77$

12/10/2015 Page 33 of 36

Project No: NM FLAP 11299(1)

Project Name: Dripping Springs and Baylor Canyon Road CQ = "Contract Quantity"

Item No. Quantity Unit

61102-1200 Line A0800 110 LNFT

61801-0000 Line A0820 2,470 LNFT

61901-0900 Line A0840 4,850 LNFT

61902-2500 Line A0860 3 EACH

61903-1500 Line A0880 3 EACH

62201-0250 Line A0900 20 HOUR

62201-0950 Line A0920 20 HOUR

62201-2800 Line A0940 20 HOUR

62201-3350 Line A0960 20 HOUR

62301-0000 Line A0980 60 HOUR

62302-1000 Line A1000 40 HOUR

62302-1100 Line A1020 40 HOUR

62510-2000 Line A1040 22.0 ACRE

1 1/2-INCH WATERLINE, POLYVINYL CHLORIDE

CONCRETE BARRIER

FENCE, BARBED WIRE, 4 STRAND

GENERAL LABOR

SPECIAL LABOR, HIRED TECHNICAL SERVICES

SPECIAL LABOR, HIRED SURVEY SERVICES

SEEDING, HYDRAULIC METHOD

GATE, BARBED WIRE, 4-STRAND

CATTLE GUARD, 40 FEET

DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPAC

WHEEL LOADER, 3 CUBIC YARD MINIMUM RATE

MOTOR GRADER, 8 FOOT MINIMUM BLADE

HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMU

-45.5% 2,888,577.00$ -4.5% 5,065,320.69$

Unit Price Amount Unit Price Amount

Morrow Enterprises, Inc. Milcon Construction, Inc.

1,540.00$ 753.50$

197,600.00$ 201,922.50$

29,100.00$ 171,011.00$

2,268.00$ 2,990.94$

75,291.00$ 71,104.32$

1,760.00$ 2,061.40$

1,480.00$ 2,211.00$

3,140.00$ 2,134.00$

1,680.00$ 1,529.20$

1,500.00$ 1,722.60$

3,520.00$ 6,231.20$

6,720.00$ 6,231.20$

13,398.00$ 46,355.10$

14.00$ 6.85$

80.00$

6.00$

81.75$

35.26$

756.00$

25,097.00$

996.98$

23,701.44$

88.00$

74.00$

103.07$

110.55$

157.00$

84.00$

106.70$

76.46$

25.00$

88.00$

28.71$

155.78$

168.00$

609.00$

155.78$

2,107.05$

12/10/2015 Page 34 of 36

Project No: NM FLAP 11299(1)

Project Name: Dripping Springs and Baylor Canyon Road CQ = "Contract Quantity"

Item No. Quantity Unit

62515-2000 Line A1060 22.0 ACRE

63301-0000 Line A1080 37 EACH

63308-3000 Line A1100 46 EACH

63309-0900 Line A1120 260 EACH

63502-0700 Line A1140 40 EACH

63502-1300 Line A1160 100 EACH

63502-2000 Line A1180 2 EACH

63503-0300 Line A1200 24 LNFT

63503-1000 Line A1220 2,380 LNFT

63504-1000 Line A1240 343 SQFT

63506-0500 Line A1260 3,600 HOUR

63506-0600 Line A1280 1,200 HOUR

63610-3010 Line A1300 90 LNFT

MULCHING, HYDRAULIC METHOD

SIGN SYSTEM

TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

TEMPORARY TRAFFIC CONTROL, CONSTRUCTIO

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, PILOT CAR

CONDUIT, 4-INCH, HDPE

OBJECT MARKER, TYPE 3

DELINEATOR, TYPE FLEXIBLE

TEMPORARY TRAFFIC CONTROL, CONE

TEMPORARY TRAFFIC CONTROL, DRUM

TEMPORARY TRAFFIC CONTROL, PORTABLE CHA

TEMPORARY TRAFFIC CONTROL, BARRICADE TY

-45.5% 2,888,577.00$ -4.5% 5,065,320.69$

Unit Price Amount Unit Price Amount

Morrow Enterprises, Inc. Milcon Construction, Inc.

15,730.00$ 57,575.76$

18,685.00$ 18,444.13$

2,622.00$ 1,949.02$

9,100.00$ 6,479.20$

1,080.00$ 8,308.00$

5,600.00$ 20,770.00$

19,110.00$ 20,936.66$

816.00$ 1,595.28$

2,380.00$ 11,852.40$

3,430.00$ 4,273.78$

82,800.00$ 83,088.00$

45,600.00$ 41,544.00$

2,610.00$ 2,972.70$

10,468.33$

66.47$

4.98$

12.46$

23.08$

34.62$

33.03$

9,555.00$

34.00$

1.00$

10.00$

23.00$

38.00$

29.00$

715.00$

505.00$

2,617.08$

498.49$

57.00$

35.00$

42.37$

24.92$

27.00$

56.00$

207.70$

207.70$

12/10/2015 Page 35 of 36

Project No: NM FLAP 11299(1)

Project Name: Dripping Springs and Baylor Canyon Road CQ = "Contract Quantity"

Item No. Quantity Unit

63702-0000 Line A1320 1 EACH

64603-1200 Line A1340 2 EACH

FIELD LABORATORY

FIXTURE, WAYSIDE EXHIBIT

-45.5% 2,888,577.00$ -4.5% 5,065,320.69$

Unit Price Amount Unit Price Amount

Morrow Enterprises, Inc. Milcon Construction, Inc.

48,300.00$ 7,477.38$

1,730.00$ 7,477.38$

7,477.38$

3,738.69$

48,300.00$

865.00$

12/10/2015 Page 36 of 36

Option X Total of Bid Items: 1,497,850.00$ -58.1% 627,215.00$

Project No: NM FLAP 11299(1)

Project Name: Dripping Springs Rd & Baylor Cyn Rd CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount Unit Price Amount

15101-0000 Line X0020 ALL LPSM 150,000.00$ 150,000.00$ 10,500.00$

15301-0000 Line X0040 ALL LPSM 50,000.00$ 50,000.00$ 10,500.00$

15401-0000 Line X0060 ALL LPSM 30,000.00$ 30,000.00$ 17,000.00$

15501-0000 Line X0080 ALL LPSM 1,000.00$ 1,000.00$ 530.00$

40101-0500 Line X0100 7,970 TON 135.00$ 1,075,950.00$ 510,080.00$

40105-3000 Line X0120 80 TON 275.00$ 22,000.00$ 9,360.00$

40920-1000 Line X0140 20 TON 750.00$ 15,000.00$ 12,000.00$

41103-0000 Line X0160 45,100 SQYD 1.50$ 67,650.00$ 31,570.00$

41201-1000 Line X0180 20 TON 800.00$ 16,000.00$ 12,000.00$

62202-1000 Line X0200 ALL LPSM 50,000.00$ 50,000.00$ 7,600.00$

63401-0300 Line X0220 40,500 LNFT 0.50$ 20,250.00$ 6,075.00$

CONSTRUCTION SCHEDULE

530.00$

MOBILIZATION

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

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

PRIME COAT

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

MATERIALS TRANSFER VEHICLE

PAVEMENT MARKINGS, TYPE B, SOLID

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

ANTISTRIP ADDITIVE, TYPE 3

Mountain States Constructors, Inc.

10,500.00$

10,500.00$

64.00$

17,000.00$

0.70$

600.00$

117.00$

7,600.00$

600.00$

0.15$

Engineer's Estimate

12/10/2015 Page 1 of 6

Option X Total of Bid Items:

Project No: NM FLAP 11299(1)

Project Name: Dripping Springs Rd & Baylor Cyn Rd 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

15501-0000 Line X0080 ALL LPSM

40101-0500 Line X0100 7,970 TON

40105-3000 Line X0120 80 TON

40920-1000 Line X0140 20 TON

41103-0000 Line X0160 45,100 SQYD

41201-1000 Line X0180 20 TON

62202-1000 Line X0200 ALL LPSM

63401-0300 Line X0220 40,500 LNFT

CONSTRUCTION SCHEDULE

MOBILIZATION

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1

PRIME COAT

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

MATERIALS TRANSFER VEHICLE

PAVEMENT MARKINGS, TYPE B, SOLID

SUPERPAVE PAVEMENT, 1/2-INCH NOMINAL MAX

ANTISTRIP ADDITIVE, TYPE 3

-40.0% 898,297.82$ -46.3% 803,925.00$

Unit Price Amount Unit Price Amount

16,378.40$ 10,000.00$

5,428.00$ 20,000.00$

12,891.50$…