Bid_Tabs_NV_FTNP_Lake_114(1)_Sch_A.pdf
PDF 102 KB Posted
- Attached to
- NV FTNP LAKE 114(1), Katherine Lake
- Solicitation number
- DTFH6815B00021
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Bid Tabs Schedule A
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Other files
| File | Type | Posted |
|---|---|---|
| Bid_Tabs_NV_FTNP_Lake_114(1)_Opt_X.pdf | ||
| NV_FTNP_LAKE_114(1)_Bid_Summary_11_19_15.xlsx | XLSX spreadsheet | |
| A001.pdf | ||
| NV_FTNP_PRA-LAKE_114(1)_Final_Geotech_Report_(100__Final).pdf | ||
| Hydraulics_Memo_LAKE114_1__Overall.pdf | ||
| Q-A_11_4_15.pdf | ||
| IFB_DTFH6815B00021.pdf | ||
| Plans.pdf | ||
| Cross_Section.pdf |
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T A B U L A T I O N O F B I D S Schedule A Total of Bid Items: 13,003,713.58$ -23.5% 9,946,236.00$ Project No: NV FTNP LAKE 114(1)
Project Name: Katherine Access Road CQ = "Contract Quantity"
Item No. Quantity Unit Unit Price Amount Unit Price Amount
15101-0000 Line A0020 ALL LPSM 1,211,401.58$ 1,211,401.58$ 997,000.00$
15206-0000 Line A0040 201.000 STA 110.00$ 22,110.00$ 15,075.00$
15210-3000 Line A0060 182.500 STA 120.00$ 21,900.00$ 9,125.00$
15214-2000 Line A0080 ALL LPSM 8,000.00$ 8,000.00$ 2,400.00$
15215-3000 Line A0100 30 EACH 980.00$ 29,400.00$ 12,000.00$
15215-6000 Line A0120 60 EACH 600.00$ 36,000.00$ 4,200.00$
15215-7000 Line A0140 15 EACH 4,500.00$ 67,500.00$ 36,000.00$
15216-2000 Line A0160 201.000 STA 160.00$ 32,160.00$ 13,065.00$
15301-0000 Line A0180 ALL LPSM 250,000.00$ 250,000.00$ 110,000.00$
15401-0000 Line A0200 ALL LPSM 100,000.00$ 100,000.00$ 195,000.00$
15501-0000 Line A0220 ALL LPSM 50,000.00$ 50,000.00$ 15,000.00$
15705-0100 Line A0240 14,000 LNFT 5.00$ 70,000.00$ 56,000.00$
15705-1400 Line A0260 7,700 LNFT 11.00$ 84,700.00$ 30,800.00$
SURVEY AND STAKING, RETAINING WALL
2,400.00$
MOBILIZATION
SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE
CENTERLINE, VERIFICATION AND STAKING
SURVEY AND STAKING, PARKING AREA
SURVEY AND STAKING, GRADE FINISHING STAKES
CONTRACTOR QUALITY CONTROL
CONTRACTOR TESTING
CONSTRUCTION SCHEDULE
SOIL EROSION CONTROL, SILT FENCE
SURVEY AND STAKING, DRAINAGE STRUCTURE
SURVEY AND STAKING, ROADWAY CROSS-SECTIONS
SOIL EROSION CONTROL, SEDIMENT LOG
SWP
75.00$
997,000.00$
400.00$
50.00$
65.00$
2,400.00$
70.00$
195,000.00$
110,000.00$
4.00$
15,000.00$
4.00$
Engineer's Estimate
12/2/2015 Page 1 of 44
Project No: NV FTNP LAKE 114(1)
Project Name: Katherine Access Road CQ = "Contract Quantity"
Item No. Quantity Unit Unit Price Amount Unit Price Amount
SWPEngineer's Estimate
15705-1500 Line A0280 10,000 LNFT 5.50$ 55,000.00$ 20,000.00$
15706-0200 Line A0300 22 EACH 340.00$ 7,480.00$ 3,960.00$
15706-0400 Line A0320 5 EACH 3,000.00$ 15,000.00$ 6,000.00$
15706-1600 Line A0340 2 EACH 2,200.00$ 4,400.00$ 7,600.00$
15802-0000 Line A0360 ALL LPSM 45,000.00$ 45,000.00$ 50,000.00$
20103-0000 Line A0380 92,000 SQYD 2.00$ 184,000.00$ 64,400.00$
20301-0700 Line A0400 65 EACH 38.00$ 2,470.00$ 1,430.00$
20301-0900 Line A0420 1 EACH 2,100.00$ 2,100.00$ 750.00$
20301-1200 Line A0440 20 EACH 2,400.00$ 48,000.00$ 17,000.00$
20301-1500 Line A0460 1 EACH 500.00$ 500.00$ 1,300.00$
20301-1900 Line A0480 4 EACH 2,200.00$ 8,800.00$ 6,400.00$
20301-2400 Line A0500 65 EACH 200.00$ 13,000.00$ 4,550.00$
20301-2700 Line A0520 1 EACH 5,500.00$ 5,500.00$ 1,100.00$
SOIL EROSION CONTROL, SEDIMENT TRAP
SOIL EROSION CONTROL, STABILIZED CONSTRUCTION ENTRANCE
WATERING FOR DUST CONTROL
REMOVAL OF SIGN
REMOVAL OF STRUCTURE
CLEARING AND GRUBBING
REMOVAL OF DELINEATOR
REMOVAL OF FIRE HYDRANT
REMOVAL OF HEADWALL
REMOVAL OF LIGHT POLE
REMOVAL OF PIPE CULVERT
SOIL EROSION CONTROL, SEDIMENT WATTLE
SOIL EROSION CONTROL, CHECK DAM
2.00$
1,200.00$
180.00$
50,000.00$
3,800.00$
22.00$
0.70$
850.00$
750.00$
1,600.00$
1,300.00$
1,100.00$
70.00$
12/2/2015 Page 2 of 44
Project No: NV FTNP LAKE 114(1)
Project Name: Katherine Access Road CQ = "Contract Quantity"
Item No. Quantity Unit Unit Price Amount Unit Price Amount
SWPEngineer's Estimate
20301-3400 Line A0540 15 EACH 63.00$ 945.00$ 555.00$
20302-0400 Line A0560 9,300 LNFT 4.00$ 37,200.00$ 18,600.00$
20302-0500 Line A0580 11,000 LNFT 6.50$ 71,500.00$ 33,000.00$
20302-1200 Line A0600 1,500 LNFT (CQ) 5.90$ 8,850.00$ 7,500.00$
20303-0300 Line A0620 60 SQYD 56.00$ 3,360.00$ 960.00$
20303-1500 Line A0640 320 SQYD 20.00$ 6,400.00$ 7,040.00$
20303-3200 Line A0660 220 SQYD 25.00$ 5,500.00$ 3,080.00$
20304-8000 Line A0680 ALL LPSM 4,500.00$ 4,500.00$ 5,000.00$
20402-0000 Line A0700 3,300 CUYD 22.00$ 72,600.00$ 9,900.00$
20420-0000 Line A0720 35,900 CUYD 20.00$ 718,000.00$ 305,150.00$
20421-0000 Line A0740 17,000 CUYD 45.00$ 765,000.00$ 110,500.00$
20425-1000 Line A0760 140 LNFT 20.00$ 2,800.00$ 2,240.00$
20442-0000 Line A0780 2,000 CUYD 110.00$ 220,000.00$ 25,000.00$
REMOVAL OF GUARDRAIL
ROCK EXCAVATION
DITCH, EXCAVATION
SLOPE SCALING
REMOVAL OF CONCRETE
REMOVAL OF PAVED WATERWAY, STONE
REMOVAL OF SIDEWALK, CONCRETE
REMOVAL OF WINGWALL CONCRETE
SUBEXCAVATION
EMBANKMENT CONSTRUCTION
REMOVAL OF WHEELSTOP
REMOVAL OF CURB, ASPHALT
REMOVAL OF CURB, CONCRETE
2.00$
37.00$
5.00$
3.00$
22.00$
16.00$
5,000.00$
14.00$
8.50$
3.00$
16.00$
6.50$
12.50$
12/2/2015 Page 3 of 44
Project No: NV FTNP LAKE 114(1)
Project Name: Katherine Access Road CQ = "Contract Quantity"
Item No. Quantity Unit Unit Price Amount Unit Price Amount
SWPEngineer's Estimate
20502-0000 Line A0800 6,575 SQFT 150.00$ 986,250.00$ 78,900.00$
20804-0000 Line A0820 400 TON 20.00$ 8,000.00$ 16,400.00$
21101-2000 Line A0840 930 SQYD 7.00$ 6,510.00$ 1,302.00$
25101-3000 Line A0860 2,260 CUYD 90.00$ 203,400.00$ 339,000.00$
25101-4000 Line A0880 200 CUYD 150.00$ 30,000.00$ 30,000.00$
25101-6000 Line A0900 550 CUYD 124.00$ 68,200.00$ 82,500.00$
25110-3000 Line A0920 25 CUYD 380.00$ 9,500.00$ 4,750.00$
25125-0000 Line A0940 50 EACH 330.00$ 16,500.00$ 12,000.00$
25301-1000 Line A0960 1,300 SQFT 53.00$ 68,900.00$ 35,100.00$
25501-1000 Line A0980 4,700 SQFT 80.00$ 376,000.00$ 202,100.00$
30303-3000 Line A1000 71,000 SQYD 2.00$ 142,000.00$ 102,950.00$
30306-1500 Line A1020 75,500 SQYD 3.75$ 283,125.00$ 264,250.00$
30306-3000 Line A1040 84,000 SQYD 2.75$ 231,000.00$ 315,000.00$
CONTROLLED BLASTING
STRUCTURAL BACKFILL
ROADWAY OBLITERATION, METHOD 2
MECHANICALLY STABILIZED EARTH WALL, WELDED WIRE FACE
ROADWAY RECONDITIONING
PULVERIZING, 3-INCH DEPTH
PULVERIZING, 6-INCH DEPTH
PLACED RIPRAP, CLASS 3
PLACED RIPRAP, CLASS 4
PLACED RIPRAP, CLASS 6
GROUTED RIPRAP, CLASS 3
BOULDER
GABIONS, GALVANIZED OR ALUMINIZED COATED
12.00$
1.40$
41.00$
150.00$
150.00$
190.00$
150.00$
27.00$
240.00$
1.45$
43.00$
3.75$
3.50$
12/2/2015 Page 4 of 44
Project No: NV FTNP LAKE 114(1)
Project Name: Katherine Access Road CQ = "Contract Quantity"
Item No. Quantity Unit Unit Price Amount Unit Price Amount
SWPEngineer's Estimate
30801-2000 Line A1060 7,300 CUYD 15.00$ 109,500.00$ 273,750.00$
40201-4700 Line A1080 26,700 TON 90.00$ 2,403,000.00$ 2,269,500.00$
40205-3000 Line A1100 265 TON 141.00$ 37,365.00$ 46,375.00$
40501-0000 Line A1120 7,700 TON 104.00$ 800,800.00$ 739,200.00$
40505-3000 Line A1140 80 TON 185.00$ 14,800.00$ 11,600.00$
40961-0000 Line A1160 32,500 SQYD 1.00$ 32,500.00$ 19,500.00$
41103-0000 Line A1180 168,500 SQYD 0.75$ 126,375.00$ 185,350.00$
41201-1000 Line A1200 73 TON 540.00$ 39,420.00$ 41,245.00$
50101-1200 Line A1220 4,700 SQYD 100.00$ 470,000.00$ 587,500.00$
60101-0000 Line A1240 180 CUYD 790.00$ 142,200.00$ 144,000.00$
60201-0600 Line A1260 62 LNFT 149.00$ 9,238.00$ 5,270.00$
60201-0800 Line A1280 540 LNFT 120.00$ 64,800.00$ 51,300.00$
60201-0900 Line A1300 20 LNFT 145.00$ 2,900.00$ 2,500.00$ 125.00$
95.00$
85.00$
800.00$
ROADWAY AGGREGATE, METHOD 2
HOT ASPHALT CONCRETE PAVEMENT, HVEEM TEST, CLASS B, GRADING C OR E
REINFORCED RIGID PAVEMENT, 9-INCH DEPTH, TYPE C SMOOTHNESS/ROUGHNESS
CONCRETE
18-INCH PIPE CULVERT
24-INCH PIPE CULVERT
30-INCH PIPE CULVERT
ANTISTRIP ADDITIVE, TYPE 3
OPEN-GRADED ASPHALT FRICTION COURSE
ANTISTRIP ADDITIVE, TYPE 3
BLOTTER
PRIME COAT
TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H
85.00$
37.50$
96.00$
175.00$
0.60$
145.00$
125.00$
565.00$
1.10$
12/2/2015 Page 5 of 44
Project No: NV FTNP LAKE 114(1)
Project Name: Katherine Access Road CQ = "Contract Quantity"
Item No. Quantity Unit Unit Price Amount Unit Price Amount
SWPEngineer's Estimate
60201-1000 Line A1320 420 LNFT 164.00$ 68,880.00$ 48,300.00$
60201-1600 Line A1340 150 LNFT 290.00$ 43,500.00$ 29,250.00$
60202-0500 Line A1360 130 LNFT 110.00$ 14,300.00$ 9,750.00$
60202-0800 Line A1380 350 LNFT 200.00$ 70,000.00$ 45,500.00$
60210-0600 Line A1400 2 EACH 520.00$ 1,040.00$ 1,600.00$
60210-0800 Line A1420 10 EACH 730.00$ 7,300.00$ 8,500.00$
60210-1600 Line A1440 4 EACH 3,200.00$ 12,800.00$ 12,800.00$
60212-0600 Line A1460 2 EACH 310.00$ 620.00$ 1,500.00$
60212-0800 Line A1480 4 EACH 430.00$ 1,720.00$ 3,200.00$
60212-1000 Line A1500 2 EACH 490.00$ 980.00$ 1,930.00$
60220-1800 Line A1520 124 LNFT 1,800.00$ 223,200.00$ 238,700.00$
60221-3250 Line A1540 60 LNFT 1,650.00$ 99,000.00$ 90,000.00$
60230-0000 Line A1560 1 EACH 3,500.00$ 3,500.00$ 7,500.00$ 7,500.00$
1,500.00$
1,925.00$
965.00$
800.00$
750.00$
3,200.00$
850.00$
800.00$
130.00$
75.00$
195.00$
115.00$
36-INCH PIPE CULVERT
ELBOW, 18-INCH
ELBOW, 24-INCH
ELBOW, 36-INCH
8 FEET SPAN, 4 FEET RISE PRECAST REINFORCED CONCRETE BOX CULVERT
10 FEET SPAN, 10 FEET RISE REINFORCED CONCRETE BOX CULVERT, SINGLE BARREL
DEBRIS RACK
72-INCH PIPE CULVERT
30-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL 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 72-INCH PIPE CULVERT
12/2/2015 Page 6 of 44
Project No: NV FTNP LAKE 114(1)
Project Name: Katherine Access Road CQ = "Contract Quantity"
Item No. Quantity Unit Unit Price Amount Unit Price Amount
SWPEngineer's Estimate
60403-2200 Line A1580 1 EACH 4,900.00$ 4,900.00$ 5,350.00$
60404-2000 Line A1600 3 EACH 2,500.00$ 7,500.00$ 16,050.00$
60405-0000 Line A1620 4 EACH 1,000.00$ 4,000.00$ 4,300.00$
60526-0000 Line A1640 36 LNFT 260.00$ 9,360.00$ 5,760.00$
60704-0000 Line A1660 25 EACH 1,400.00$ 35,000.00$ 26,875.00$
60901-1300 Line A1680 1,750 LNFT 23.00$ 40,250.00$ 41,125.00$
60902-1000 Line A1700 8,000 LNFT 20.00$ 160,000.00$ 188,000.00$
60915-1000 Line A1720 44 EACH 116.00$ 5,104.00$ 7,040.00$
61102-3200 Line A1740 70 LNFT 50.00$ 3,500.00$ 11,200.00$
61103-1480 Line A1760 45 LNFT 150.00$ 6,750.00$ 5,625.00$
61106-0000 Line A1780 1 EACH 4,200.00$ 4,200.00$ 7,500.00$
61108-1000 Line A1800 20 EACH 590.00$ 11,800.00$ 12,900.00$
61501-0100 Line A1820 1,000 SQYD 50.00$ 50,000.00$ 64,000.00$ 64.00$
645.00$
7,500.00$
125.00$
160.00$
160.00$
23.50$
23.50$
1,075.00$
160.00$
1,075.00$
5,350.00$
5,350.00$
CURB AND GUTTER, CONCRETE, 12-INCH DEPTH
WHEELSTOP, CONCRETE
8-INCH WATERLINE, POLYVINYL CHLORIDE (PVC)
20-INCH ENCASEMENT PIPE, STEEL
FIRE HYDRANT
ADJUST WATER VALVE
INLET, TYPE 7A
CATCH BASIN, TYPE 2
MANHOLE ADJUSTMENT
DRAINAGE CHASE
CLEANING CULVERT IN PLACE
CURB, CONCRETE, 15-INCH DEPTH
SIDEWALK, CONCRETE
12/2/2015 Page 7 of 44
Project No: NV FTNP LAKE 114(1)
Project Name: Katherine Access Road CQ = "Contract Quantity"
Item No. Quantity Unit Unit Price Amount Unit Price Amount
SWPEngineer's Estimate
61505-1000 Line A1840 23 EACH 2,000.00$ 46,000.00$ 46,805.00$
61701-1800 Line A1860 3,100 LNFT 30.00$ 93,000.00$ 66,650.00$
61702-0800 Line A1880 14 EACH 2,700.00$ 37,800.00$ 52,500.00$
61703-2000 Line A1900 2 EACH 210.00$ 420.00$ 2,680.00$
61901-2250 Line A1920 420 LNFT 70.00$ 29,400.00$ 14,280.00$
61902-0900 Line A1940 3 EACH 2,500.00$ 7,500.00$ 27,300.00$
61904-0000 Line A1960 6 EACH 710.00$ 4,260.00$ 5,130.00$
62201-0200 Line A1980 20 HOUR 110.00$ 2,200.00$ 1,920.00$
62201-0550 Line A2000 20 HOUR 120.00$ 2,400.00$ 1,400.00$
62201-0900 Line A2020 20 HOUR 130.00$ 2,600.00$ 2,000.00$
62201-1150 Line A2040 20 HOUR 120.00$ 2,400.00$ 3,500.00$
62201-1300 Line A2060 20 HOUR 160.00$ 3,200.00$ 3,800.00$
62201-2750 Line A2080 20 HOUR 175.00$ 3,500.00$ 2,560.00$ 128.00$
190.00$
175.00$
100.00$
70.00$
96.00$
855.00$
9,100.00$
34.00$
1,340.00$
3,750.00$
21.50$
2,035.00$
GATE, METAL
BOLLARD POST
DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY
BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 24-INCH WIDTH
WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY
BULLDOZER, 70HP MINIMUM FLYWHEEL POWER
ACCESSIBILITY RAMP, CONCRETE
GUARDRAIL SYSTEM G4, TYPE 4, CLASS A STEEL POSTS
TERMINAL SECTION TYPE TANGENT
TERMINAL END, TYPE ROUND END SECTION
FENCE, RAIL
BULLDOZER, 160HP MINIMUM FLYWHEEL POWER
MOTOR GRADER
12/2/2015 Page 8 of 44
Project No: NV FTNP LAKE 114(1)
Project Name: Katherine Access Road CQ = "Contract Quantity"
Item No. Quantity Unit Unit Price Amount Unit Price Amount
SWPEngineer's Estimate
62201-3350 Line A2100 20 HOUR 190.00$ 3,800.00$ 2,560.00$
62202-1000 Line A2120 ALL LPSM 25,000.00$ 25,000.00$ 80,000.00$
62301-0000 Line A2140 40 HOUR 50.00$ 2,000.00$ 740.00$
62302-1000 Line A2160 40 HOUR 135.00$ 5,400.00$ 5,800.00$
62302-1100 Line A2180 40 HOUR 165.00$ 6,600.00$ 16,000.00$
63301-0000 Line A2200 90 EACH 500.00$ 45,000.00$ 48,150.00$
63308-3000 Line A2220 30 EACH 175.00$ 5,250.00$ 4,800.00$
63309-0100 Line A2240 70 EACH 27.00$ 1,890.00$ 3,010.00$
63313-0000 Line A2260 15,000 LNFT 1.00$ 15,000.00$ 3,150.00$
63316-1000 Line A2280 60 EACH 300.00$ 18,000.00$ 32,100.00$
63403-0400 Line A2300 1,700 SQFT 5.00$ 8,500.00$ 7,480.00$
63404-0400 Line A2320 650 GAL 84.00$ 54,600.00$ 41,600.00$
63405-0050 Line A2340 110 EACH 130.00$ 14,300.00$ 10,560.00$ 96.00$
64.00$
4.40$
535.00$
0.21$
43.00$
160.00$
535.00$
400.00$
145.00$
18.50$
80,000.00$
128.00$
SPECIAL LABOR, HIRED SURVEY SERVICES
SIGN SYSTEM
OBJECT MARKER, TYPE 3
DELINEATOR, TYPE 1
RUMBLE STRIP
REMOVE AND RESET SIGN
HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY
MATERIALS TRANSFER VEHICLE
GENERAL LABOR
SPECIAL LABOR, HIRED TECHNICAL SERVICES
PAVEMENT MARKINGS, TYPE D
PAVEMENT MARKINGS, TYPE D
PAVEMENT MARKINGS, SYMBOLS
12/2/2015 Page 9 of 44
Project No: NV FTNP LAKE 114(1)
Project Name: Katherine Access Road CQ = "Contract Quantity"
Item No. Quantity Unit Unit Price Amount Unit Price Amount
SWPEngineer's Estimate
63501-1000 Line A2360 ALL LPSM 75,000.00$ 75,000.00$ 107,000.00$
63501-2000 Line A2380 ALL LPSM 50,000.00$ 50,000.00$ 16,000.00$
63502-0700 Line A2400 655 EACH 27.00$ 17,685.00$ 16,375.00$
63502-1300 Line A2420 815 EACH 118.00$ 96,170.00$ 35,045.00$
63502-1700 Line A2440 50 EACH 68.00$ 3,400.00$ 4,000.00$
63503-0300 Line A2460 100 LNFT 64.00$ 6,400.00$ 8,000.00$
63503-0400 Line A2480 400 LNFT 32.00$ 12,800.00$ 15,000.00$
63503-0500 Line A2500 400 LNFT 27.00$ 10,800.00$ 7,600.00$
63504-1000 Line A2520 783 SQFT 25.00$ 19,575.00$ 10,179.00$
63505-1000 Line A2540 9.0 MILE 1,600.00$ 14,400.00$ 12,060.00$
63506-0500 Line A2560 5,000 HOUR 52.00$ 260,000.00$ 150,000.00$
63506-0600 Line A2580 1,400 HOUR 75.00$ 105,000.00$ 77,000.00$
63621-1000 Line A2600 16 EACH 1,700.00$ 27,200.00$ 30,800.00$ 1,925.00$
55.00$
30.00$
1,340.00$
13.00$
19.00$
37.50$
80.00$
80.00$
43.00$
25.00$
16,000.00$
107,000.00$
TEMPORARY TRAFFIC CONTROL, DRUM
TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C
TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3
TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER
TEMPORARY TRAFFIC CONTROL, MOVING CONCRETE BARRIER
TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN
TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR
TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM
TEMPORARY TRAFFIC CONTROL, CONE
TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS
TEMPORARY TRAFFIC CONTROL, FLAGGER
TEMPORARY TRAFFIC CONTROL, PILOT CAR
UTILITY BOX, PULLBOX
12/2/2015 Page 10 of 44
Project No: NV FTNP LAKE 114(1)
Project Name: Katherine Access Road CQ = "Contract Quantity"
Item No. Quantity Unit Unit Price Amount Unit Price Amount
SWPEngineer's Estimate
64620-0500 Line A2620 1 EACH 2,700.00$ 2,700.00$ 6,425.00$ 6,425.00$
REMOVE AND RESET FLAG POLE
12/2/2015 Page 11 of 44
Schedule A Total of Bid Items:
Project No: NV FTNP LAKE 114(1)
Project Name: Katherine Access Road CQ = "Contract Quantity"
Item No. Quantity Unit
15101-0000 Line A0020 ALL LPSM
15206-0000 Line A0040 201.000 STA
15210-3000 Line A0060 182.500 STA
15214-2000 Line A0080 ALL LPSM
15215-3000 Line A0100 30 EACH
15215-6000 Line A0120 60 EACH
15215-7000 Line A0140 15 EACH
15216-2000 Line A0160 201.000 STA
15301-0000 Line A0180 ALL LPSM
15401-0000 Line A0200 ALL LPSM
15501-0000 Line A0220 ALL LPSM
15705-0100 Line A0240 14,000 LNFT
15705-1400 Line A0260 7,700 LNFT
SURVEY AND STAKING, RETAINING WALL
MOBILIZATION
SLOPE, REFERENCE, AND CLEARING AND GRUBB
CENTERLINE, VERIFICATION AND STAKING
SURVEY AND STAKING, PARKING AREA
SURVEY AND STAKING, GRADE FINISHING STAK
CONTRACTOR QUALITY CONTROL
CONTRACTOR TESTING
CONSTRUCTION SCHEDULE
SOIL EROSION CONTROL, SILT FENCE
SURVEY AND STAKING, DRAINAGE STRUCTURE
SURVEY AND STAKING, ROADWAY CROSS-SECT
SOIL EROSION CONTROL, SEDIMENT LOG
-22.7% 10,047,724.00$ -18.3% 10,621,731.25$
Unit Price Amount Unit Price Amount
935,000.00$ 1,573,000.00$
14,070.00$ 13,065.00$
8,030.00$ 7,300.00$
2,200.00$ 2,000.00$
11,250.00$ 10,260.00$
3,900.00$ 3,480.00$
30,000.00$ 27,600.00$
12,060.00$ 11,256.00$
252,000.00$ 82,000.00$
82,000.00$ 120,000.00$
10,000.00$ 8,500.00$
53,200.00$ 42,000.00$
26,026.00$ 36,575.00$
2,200.00$ 2,000.00$
935,000.00$ 1,573,000.00$
Fann Contracting, Inc. Interstate Rock Products
375.00$ 342.00$
70.00$ 65.00$
44.00$ 40.00$
60.00$ 56.00$
2,000.00$ 1,840.00$
65.00$ 58.00$
82,000.00$ 120,000.00$
252,000.00$ 82,000.00$
3.80$ 3.00$
10,000.00$ 8,500.00$
3.38$ 4.75$
12/2/2015 Page 12 of 44
Project No: NV FTNP LAKE 114(1)
Project Name: Katherine Access Road CQ = "Contract Quantity"
Item No. Quantity Unit
15705-1500 Line A0280 10,000 LNFT
15706-0200 Line A0300 22 EACH
15706-0400 Line A0320 5 EACH
15706-1600 Line A0340 2 EACH
15802-0000 Line A0360 ALL LPSM
20103-0000 Line A0380 92,000 SQYD
20301-0700 Line A0400 65 EACH
20301-0900 Line A0420 1 EACH
20301-1200 Line A0440 20 EACH
20301-1500 Line A0460 1 EACH
20301-1900 Line A0480 4 EACH
20301-2400 Line A0500 65 EACH
20301-2700 Line A0520 1 EACH
SOIL EROSION CONTROL, SEDIMENT TRAP
SOIL EROSION CONTROL, STABILIZED CONSTR
WATERING FOR DUST CONTROL
REMOVAL OF SIGN
REMOVAL OF STRUCTURE
CLEARING AND GRUBBING
REMOVAL OF DELINEATOR
REMOVAL OF FIRE HYDRANT
REMOVAL OF HEADWALL
REMOVAL OF LIGHT POLE
REMOVAL OF PIPE CULVERT
SOIL EROSION CONTROL, SEDIMENT WATTLE
SOIL EROSION CONTROL, CHECK DAM
-22.7% 10,047,724.00$ -18.3% 10,621,731.25$
Unit Price Amount Unit Price Amount
Fann Contracting, Inc. Interstate Rock Products
18,000.00$ 44,000.00$
5,940.00$ 880.00$
29,000.00$ 8,200.00$
7,000.00$ 4,460.00$
32,000.00$ 198,000.00$
18,400.00$ 55,200.00$
1,170.00$ 1,820.00$
2,200.00$ 1,180.00$
10,000.00$ 34,000.00$
1,750.00$ 400.00$
8,400.00$ 7,940.00$
3,900.00$ 6,500.00$
2,500.00$ 2,700.00$
1.80$ 4.40$
5,800.00$ 1,640.00$
270.00$ 40.00$
32,000.00$ 198,000.00$
3,500.00$ 2,230.00$
18.00$ 28.00$
0.20$ 0.60$
500.00$ 1,700.00$
2,200.00$ 1,180.00$
2,100.00$ 1,985.00$
1,750.00$ 400.00$
2,500.00$ 2,700.00$
60.00$ 100.00$
12/2/2015 Page 13 of 44
Project No: NV FTNP LAKE 114(1)
Project Name: Katherine Access Road CQ = "Contract Quantity"
Item No. Quantity Unit
20301-3400 Line A0540 15 EACH
20302-0400 Line A0560 9,300 LNFT
20302-0500 Line A0580 11,000 LNFT
20302-1200 Line A0600 1,500 LNFT (CQ)
20303-0300 Line A0620 60 SQYD
20303-1500 Line A0640 320 SQYD
20303-3200 Line A0660 220 SQYD
20304-8000 Line A0680 ALL LPSM
20402-0000 Line A0700 3,300 CUYD
20420-0000 Line A0720 35,900 CUYD
20421-0000 Line A0740 17,000 CUYD
20425-1000 Line A0760 140 LNFT
20442-0000 Line A0780 2,000 CUYD
REMOVAL OF GUARDRAIL
ROCK EXCAVATION
DITCH, EXCAVATION
SLOPE SCALING
REMOVAL OF CONCRETE
REMOVAL OF PAVED WATERWAY, STONE
REMOVAL OF SIDEWALK, CONCRETE
REMOVAL OF WINGWALL CONCRETE
SUBEXCAVATION
EMBANKMENT CONSTRUCTION
REMOVAL OF WHEELSTOP
REMOVAL OF CURB, ASPHALT
REMOVAL OF CURB, CONCRETE
-22.7% 10,047,724.00$ -18.3% 10,621,731.25$
Unit Price Amount Unit Price Amount
Fann Contracting, Inc. Interstate Rock Products
450.00$ 1,350.00$
4,650.00$ 27,900.00$
11,000.00$ 57,200.00$
10,500.00$ 6,000.00$
960.00$ 384.00$
2,560.00$ 1,024.00$
1,320.00$ 704.00$
5,000.00$ 6,600.00$
132,000.00$ 52,800.00$
682,100.00$ 416,440.00$
272,000.00$ 226,100.00$
2,100.00$ 1,302.00$
26,000.00$ 27,200.00$
0.50$ 3.00$
30.00$ 90.00$
7.00$ 4.00$
1.00$ 5.20$
8.00$ 3.20$
16.00$ 6.40$
5,000.00$ 6,600.00$
6.00$ 3.20$
19.00$ 11.60$
40.00$ 16.00$
15.00$ 9.30$
16.00$ 13.30$
13.00$ 13.60$
12/2/2015 Page 14 of 44
Project No: NV FTNP LAKE 114(1)
Project Name: Katherine Access Road CQ = "Contract Quantity"
Item No. Quantity Unit
20502-0000 Line A0800 6,575 SQFT
20804-0000 Line A0820 400 TON
21101-2000 Line A0840 930 SQYD
25101-3000 Line A0860 2,260 CUYD
25101-4000 Line A0880 200 CUYD
25101-6000 Line A0900 550 CUYD
25110-3000 Line A0920 25 CUYD
25125-0000 Line A0940 50 EACH
25301-1000 Line A0960 1,300 SQFT
25501-1000 Line A0980 4,700 SQFT
30303-3000 Line A1000 71,000 SQYD
30306-1500 Line A1020 75,500 SQYD
30306-3000 Line A1040 84,000 SQYD
CONTROLLED BLASTING
STRUCTURAL BACKFILL
ROADWAY OBLITERATION, METHOD 2
MECHANICALLY STABILIZED EARTH WALL, WELD
ROADWAY RECONDITIONING
PULVERIZING, 3-INCH DEPTH
PULVERIZING, 6-INCH DEPTH
PLACED RIPRAP, CLASS 3
PLACED RIPRAP, CLASS 4
PLACED RIPRAP, CLASS 6
GROUTED RIPRAP, CLASS 3
BOULDER
GABIONS, GALVANIZED OR ALUMINIZED COATE
-22.7% 10,047,724.00$ -18.3% 10,621,731.25$
Unit Price Amount Unit Price Amount
Fann Contracting, Inc. Interstate Rock Products
78,900.00$ 31,231.25$
12,800.00$ 12,400.00$
4,650.00$ 5,394.00$
214,700.00$ 203,400.00$
21,000.00$ 25,000.00$
55,000.00$ 42,350.00$
4,250.00$ 3,250.00$
6,750.00$ 19,000.00$
22,100.00$ 31,200.00$
202,100.00$ 211,500.00$
106,500.00$ 120,700.00$
188,750.00$ 113,250.00$
441,000.00$ 189,000.00$
12.00$ 4.75$
5.00$ 5.80$
32.00$ 31.00$
105.00$ 125.00$
95.00$ 90.00$
170.00$ 130.00$
100.00$ 77.00$
17.00$ 24.00$
135.00$ 380.00$
1.50$ 1.70$
43.00$ 45.00$
5.25$ 2.25$
2.50$ 1.50$
12/2/2015 Page 15 of 44
Project No: NV FTNP LAKE 114(1)
Project Name: Katherine Access Road CQ = "Contract Quantity"
Item No. Quantity Unit
30801-2000 Line A1060 7,300 CUYD
40201-4700 Line A1080 26,700 TON
40205-3000 Line A1100 265 TON
40501-0000 Line A1120 7,700 TON
40505-3000 Line A1140 80 TON
40961-0000 Line A1160 32,500 SQYD
41103-0000 Line A1180 168,500 SQYD
41201-1000 Line A1200 73 TON
50101-1200 Line A1220 4,700 SQYD
60101-0000 Line A1240 180 CUYD
60201-0600 Line A1260 62 LNFT
60201-0800 Line A1280 540 LNFT
60201-0900 Line A1300 20 LNFT
ROADWAY AGGREGATE, METHOD 2
HOT ASPHALT CONCRETE PAVEMENT, HVEEM TE
REINFORCED RIGID PAVEMENT, 9-INCH DEPTH,
CONCRETE
18-INCH PIPE CULVERT
24-INCH PIPE CULVERT
30-INCH PIPE CULVERT
ANTISTRIP ADDITIVE, TYPE 3
OPEN-GRADED ASPHALT FRICTION COURSE
ANTISTRIP ADDITIVE, TYPE 3
BLOTTER
PRIME COAT
TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR S
-22.7% 10,047,724.00$ -18.3% 10,621,731.25$
Unit Price Amount Unit Price Amount
Fann Contracting, Inc. Interstate Rock Products
306,600.00$ 189,800.00$
2,189,400.00$ 2,296,200.00$
47,700.00$ 50,085.00$
808,500.00$ 847,000.00$
14,400.00$ 15,120.00$
11,375.00$ 32,500.00$
151,650.00$ 278,025.00$
71,540.00$ 73,000.00$
399,500.00$ 611,000.00$
111,600.00$ 189,000.00$
3,968.00$ 5,456.00$
45,360.00$ 50,760.00$
2,080.00$ 2,200.00$ 104.00$ 110.00$
84.00$ 94.00$
64.00$ 88.00$
620.00$ 1,050.00$
82.00$ 86.00$
42.00$ 26.00$
105.00$ 110.00$
180.00$ 189.00$
0.35$ 1.00$
180.00$ 189.00$
85.00$ 130.00$
980.00$ 1,000.00$
0.90$ 1.65$
12/2/2015 Page 16 of 44
Project No: NV FTNP LAKE 114(1)
Project Name: Katherine Access Road CQ = "Contract Quantity"
Item No. Quantity Unit
60201-1000 Line A1320 420 LNFT
60201-1600 Line A1340 150 LNFT
60202-0500 Line A1360 130 LNFT
60202-0800 Line A1380 350 LNFT
60210-0600 Line A1400 2 EACH
60210-0800 Line A1420 10 EACH
60210-1600 Line A1440 4 EACH
60212-0600 Line A1460 2 EACH
60212-0800 Line A1480 4 EACH
60212-1000 Line A1500 2 EACH
60220-1800 Line A1520 124 LNFT
60221-3250 Line A1540 60 LNFT
60230-0000 Line A1560 1 EACH
36-INCH PIPE CULVERT
ELBOW, 18-INCH
ELBOW, 24-INCH
ELBOW, 36-INCH
8 FEET SPAN, 4 FEET RISE PRECAST REINFORCE
10 FEET SPAN, 10 FEET RISE REINFORCED CON
DEBRIS RACK
72-INCH PIPE CULVERT
30-INCH EQUIVALENT DIAMETER ARCH OR ELLI
48-INCH EQUIVALENT DIAMETER ARCH OR ELLI
END SECTION FOR 18-INCH PIPE CULVERT
END SECTION FOR 24-INCH PIPE CULVERT
END SECTION FOR 72-INCH PIPE CULVERT
-22.7% 10,047,724.00$ -18.3% 10,621,731.25$
Unit Price Amount Unit Price Amount
Fann Contracting, Inc. Interstate Rock Products
52,080.00$ 60,900.00$
36,600.00$ 45,000.00$
13,520.00$ 16,250.00$
60,900.00$ 52,500.00$
1,060.00$ 1,200.00$
6,000.00$ 7,000.00$
10,400.00$ 13,200.00$
390.00$ 1,200.00$
880.00$ 2,640.00$
640.00$ 1,320.00$
167,400.00$ 241,800.00$
82,800.00$ 126,000.00$
5,500.00$ 12,400.00$ 5,500.00$ 12,400.00$
1,380.00$ 2,100.00$
1,350.00$ 1,950.00$
320.00$ 660.00$
220.00$ 660.00$
195.00$ 600.00$
2,600.00$ 3,300.00$
600.00$ 700.00$
530.00$ 600.00$
174.00$ 150.00$
104.00$ 125.00$
244.00$ 300.00$
124.00$ 145.00$
12/2/2015 Page 17 of 44
Project No: NV FTNP LAKE 114(1)
Project Name: Katherine Access Road CQ = "Contract Quantity"
Item No. Quantity Unit
60403-2200 Line A1580 1 EACH
60404-2000 Line A1600 3 EACH
60405-0000 Line A1620 4 EACH
60526-0000 Line A1640 36 LNFT
60704-0000 Line A1660 25 EACH
60901-1300 Line A1680 1,750 LNFT
60902-1000 Line A1700 8,000 LNFT
60915-1000 Line A1720 44 EACH
61102-3200 Line A1740 70 LNFT
61103-1480 Line A1760 45 LNFT
61106-0000 Line A1780 1 EACH
61108-1000 Line A1800 20 EACH
61501-0100 Line A1820 1,000 SQYD
CURB AND GUTTER, CONCRETE, 12-INCH DEPTH
WHEELSTOP, CONCRETE
8-INCH WATERLINE, POLYVINYL CHLORIDE (PVC
20-INCH ENCASEMENT PIPE, STEEL
FIRE HYDRANT
ADJUST WATER VALVE
INLET, TYPE 7A
CATCH BASIN, TYPE 2
MANHOLE ADJUSTMENT
DRAINAGE CHASE
CLEANING CULVERT IN PLACE
CURB, CONCRETE, 15-INCH DEPTH
SIDEWALK, CONCRETE
-22.7% 10,047,724.00$ -18.3% 10,621,731.25$
Unit Price Amount Unit Price Amount
Fann Contracting, Inc. Interstate Rock Products
5,300.00$ 1,200.00$
14,100.00$ 11,400.00$
3,400.00$ 3,800.00$
9,000.00$ 9,360.00$
15,375.00$ 15,000.00$
49,000.00$ 70,000.00$
200,000.00$ 200,000.00$
2,640.00$ 2,640.00$
8,400.00$ 7,000.00$
12,375.00$ 11,250.00$
7,500.00$ 5,000.00$
6,900.00$ 10,000.00$
97,000.00$ 32,000.00$ 97.00$ 32.00$
345.00$ 500.00$
7,500.00$ 5,000.00$
275.00$ 250.00$
120.00$ 100.00$
60.00$ 60.00$
25.00$ 25.00$
28.00$ 40.00$
615.00$ 600.00$
250.00$ 260.00$
850.00$ 950.00$
4,700.00$ 3,800.00$
5,300.00$ 1,200.00$
12/2/2015 Page 18 of 44
Project No: NV FTNP LAKE 114(1)
Project Name: Katherine Access Road CQ = "Contract Quantity"
Item No. Quantity Unit
61505-1000 Line A1840 23 EACH
61701-1800 Line A1860 3,100 LNFT
61702-0800 Line A1880 14 EACH
61703-2000 Line A1900 2 EACH
61901-2250 Line A1920 420 LNFT
61902-0900 Line A1940 3 EACH
61904-0000 Line A1960 6 EACH
62201-0200 Line A1980 20 HOUR
62201-0550 Line A2000 20 HOUR
62201-0900 Line A2020 20 HOUR
62201-1150 Line A2040 20 HOUR
62201-1300 Line A2060 20 HOUR
62201-2750 Line A2080 20 HOUR
GATE, METAL
BOLLARD POST
DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACIT
BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RA
WHEEL LOADER, 2 CUBIC YARD MINIMUM RATE
BULLDOZER, 70HP MINIMUM FLYWHEEL POWER
ACCESSIBILITY RAMP, CONCRETE
GUARDRAIL SYSTEM G4, TYPE 4, CLASS A STEE
TERMINAL SECTION TYPE TANGENT
TERMINAL END, TYPE ROUND END SECTION
FENCE, RAIL
BULLDOZER, 160HP MINIMUM FLYWHEEL POWE
MOTOR GRADER
-22.7% 10,047,724.00$ -18.3% 10,621,731.25$
Unit Price Amount Unit Price Amount
Fann Contracting, Inc. Interstate Rock Products
47,610.00$ 41,400.00$
68,200.00$ 62,000.00$
46,200.00$ 43,400.00$
2,400.00$ 2,300.00$
32,760.00$ 34,020.00$
18,900.00$ 14,400.00$
2,760.00$ 12,900.00$
1,900.00$ 1,000.00$
1,700.00$ 1,000.00$
1,900.00$ 1,600.00$
1,600.00$ 2,600.00$
2,300.00$ 3,000.00$
2,400.00$ 1,600.00$ 120.00$ 80.00$
115.00$ 150.00$
80.00$ 130.00$
95.00$ 80.00$
85.00$ 50.00$
95.00$ 50.00$
460.00$ 2,150.00$
6,300.00$ 4,800.00$
78.00$ 81.00$
1,200.00$ 1,150.00$
3,300.00$ 3,100.00$
22.00$ 20.00$
2,070.00$ 1,800.00$
12/2/2015 Page 19 of 44
Project No: NV FTNP LAKE 114(1)
Project Name: Katherine Access Road CQ = "Contract Quantity"
Item No. Quantity Unit
62201-3350 Line A2100 20 HOUR
62202-1000 Line A2120 ALL LPSM
62301-0000 Line A2140 40 HOUR
62302-1000 Line A2160 40 HOUR
62302-1100 Line A2180 40 HOUR
63301-0000 Line A2200 90 EACH
63308-3000 Line A2220 30 EACH
63309-0100 Line A2240 70 EACH
63313-0000 Line A2260 15,000 LNFT
63316-1000 Line A2280 60 EACH
63403-0400 Line A2300 1,700 SQFT
63404-0400 Line A2320 650 GAL
63405-0050 Line A2340 110 EACH
SPECIAL LABOR, HIRED SURVEY SERVICES
SIGN SYSTEM
OBJECT MARKER, TYPE 3
DELINEATOR, TYPE 1
RUMBLE STRIP
REMOVE AND RESET SIGN
HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMU
MATERIALS TRANSFER VEHICLE
GENERAL LABOR
SPECIAL LABOR, HIRED TECHNICAL SERVICES
PAVEMENT MARKINGS, TYPE D
PAVEMENT MARKINGS, TYPE D
PAVEMENT MARKINGS, SYMBOLS
-22.7% 10,047,724.00$ -18.3% 10,621,731.25$
Unit Price Amount Unit Price Amount
Fann Contracting, Inc. Interstate Rock Products
2,500.00$ 2,000.00$
35,000.00$ 36,750.00$
1,280.00$ 1,400.00$
2,600.00$ 4,000.00$
5,600.00$ 4,800.00$
45,000.00$ 43,200.00$
4,500.00$ 4,320.00$
2,940.00$ 3,850.00$
3,750.00$ 3,750.00$
30,000.00$ 28,800.00$
6,800.00$ 6,800.00$
39,000.00$ 39,000.00$
10,780.00$ 9,900.00$ 98.00$ 90.00$
60.00$ 60.00$
4.00$ 4.00$
500.00$ 480.00$
0.25$ 0.25$
42.00$ 55.00$
150.00$ 144.00$
500.00$ 480.00$
140.00$ 120.00$
65.00$ 100.00$
32.00$ 35.00$
35,000.00$ 36,750.00$
125.00$ 100.00$
12/2/2015 Page 20 of 44
Project No: NV FTNP LAKE 114(1)
Project Name: Katherine Access Road CQ = "Contract Quantity"
Item No. Quantity Unit
63501-1000 Line A2360 ALL LPSM
63501-2000 Line A2380 ALL LPSM
63502-0700 Line A2400 655 EACH
63502-1300 Line A2420 815 EACH
63502-1700 Line A2440 50 EACH
63503-0300 Line A2460 100 LNFT
63503-0400 Line A2480 400 LNFT
63503-0500 Line A2500 400 LNFT
63504-1000 Line A2520 783 SQFT
63505-1000 Line A2540 9.0 MILE
63506-0500 Line A2560 5,000 HOUR
63506-0600 Line A2580 1,400 HOUR
63621-1000 Line A2600 16 EACH
TEMPORARY TRAFFIC CONTROL, DRUM
TEMPORARY TRAFFIC CONTROL, WARNING LIGH
TEMPORARY TRAFFIC CONTROL, BARRICADE TY
TEMPORARY TRAFFIC CONTROL, CONCRETE BAR
TEMPORARY TRAFFIC CONTROL, MOVING CONC
TEMPORARY TRAFFIC CONTROL, CONSTRUCTIO
TEMPORARY TRAFFIC CONTROL, TRAFFIC AND S
TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNA
TEMPORARY TRAFFIC CONTROL, CONE
TEMPORARY TRAFFIC CONTROL, PAVEMENT MAR
TEMPORARY TRAFFIC CONTROL, FLAGGER
TEMPORARY TRAFFIC CONTROL, PILOT CAR
UTILITY BOX, PULLBOX
-22.7% 10,047,724.00$ -18.3% 10,621,731.25$
Unit Price Amount Unit Price Amount
Fann Contracting, Inc. Interstate Rock Products
32,000.00$ 50,400.00$
45,000.00$ 50,000.00$
15,065.00$ 19,650.00$
81,500.00$ 44,825.00$
2,850.00$ 8,000.00$
82,500.00$ 30,000.00$
9,200.00$ 20,000.00$
6,800.00$ 4,000.00$
15,660.00$ 19,575.00$
10,800.00$ 10,440.00$
135,000.00$ 150,000.00$
56,000.00$ 56,000.00$
8,000.00$ 12,000.00$ 500.00$ 750.00$
40.00$ 40.00$
27.00$ 30.00$
1,200.00$ 1,160.00$
20.00$ 25.00$
17.00$ 10.00$
23.00$ 50.00$
825.00$ 300.00$
57.00$ 160.00$
100.00$ 55.00$
23.00$ 30.00$
45,000.00$ 50,000.00$
32,000.00$ 50,400.00$
12/2/2015 Page 21 of 44
Project No: NV FTNP LAKE 114(1)
Project Name: Katherine Access Road CQ = "Contract Quantity"
Item No. Quantity Unit
64620-0500 Line A2620 1 EACH
REMOVE AND RESET FLAG POLE
-22.7% 10,047,724.00$ -18.3% 10,621,731.25$
Unit Price Amount Unit Price Amount
Fann Contracting, Inc. Interstate Rock Products
5,000.00$ 1,850.00$ 5,000.00$ 1,850.00$
12/2/2015 Page 22 of 44
Project No: NV FTNP LAKE 114(1)
Project Name: Katherine Access Road CQ = "Contract Quantity"
Item No. Quantity Unit
15101-0000 Line A0020 ALL LPSM
15206-0000 Line A0040 201.000 STA
15210-3000 Line A0060 182.500 STA
15214-2000 Line A0080 ALL LPSM
15215-3000 Line A0100 30 EACH
15215-6000 Line A0120 60 EACH
15215-7000 Line A0140 15 EACH
15216-2000 Line A0160 201.000 STA
15301-0000 Line A0180 ALL LPSM
15401-0000 Line A0200 ALL LPSM
15501-0000 Line A0220 ALL LPSM
15705-0100 Line A0240 14,000 LNFT
15705-1400 Line A0260 7,700 LNFT
SURVEY AND STAKING, RETAINING WALL
MOBILIZATION
SLOPE, REFERENCE, AND CLEARING AND GRUBB
CENTERLINE, VERIFICATION AND STAKING
SURVEY AND STAKING, PARKING AREA
SURVEY AND STAKING, GRADE FINISHING STAK
CONTRACTOR QUALITY CONTROL
CONTRACTOR TESTING
CONSTRUCTION SCHEDULE
SOIL EROSION CONTROL, SILT FENCE
SURVEY AND STAKING, DRAINAGE STRUCTURE
SURVEY AND STAKING, ROADWAY CROSS-SECT
SOIL EROSION CONTROL, SEDIMENT LOG
-8.9% 11,850,377.12$ 0.6% 13,075,547.50$
Unit Price Amount Unit Price Amount
753,673.49$ 1,600,000.00$
3,360.72$ 50,250.00$
16,353.83$ 7,300.00$
1,635.30$ 10,000.00$
6,541.20$ 30,000.00$
21,804.00$ 36,000.00$
24,529.50$ 90,000.00$
21,804.48$ 40,200.00$
141,726.00$ 200,000.00$
74,645.56$ 200,000.00$
13,605.70$ 50,000.00$
61,040.00$ 56,000.00$
25,179.00$ 30,800.00$
1,635.30$ 10,000.00$
753,673.49$
Pace Contracting RBK Construction, Inc.
218.04$ 1,000.00$
1,600,000.00$
16.72$ 250.00$
89.61$ 40.00$
108.48$ 200.00$
1,635.30$ 6,000.00$
363.40$ 600.00$
74,645.56$ 200,000.00$
141,726.00$ 200,000.00$
4.36$ 4.00$
13,605.70$ 50,000.00$
3.27$ 4.00$
12/2/2015 Page 23 of 44
Project No: NV FTNP LAKE 114(1)
Project Name: Katherine Access Road CQ = "Contract Quantity"
Item No. Quantity Unit
15705-1500 Line A0280 10,000 LNFT
15706-0200 Line A0300 22 EACH
15706-0400 Line A0320 5 EACH
15706-1600 Line A0340 2 EACH
15802-0000 Line A0360 ALL LPSM
20103-0000 Line A0380 92,000 SQYD
20301-0700 Line A0400 65 EACH
20301-0900 Line A0420 1 EACH
20301-1200 Line A0440 20 EACH
20301-1500 Line A0460 1 EACH
20301-1900 Line A0480 4 EACH
20301-2400 Line A0500 65 EACH
20301-2700 Line A0520 1 EACH
SOIL EROSION CONTROL, SEDIMENT TRAP
SOIL EROSION CONTROL, STABILIZED CONSTR
WATERING FOR DUST CONTROL
REMOVAL OF SIGN
REMOVAL OF STRUCTURE
CLEARING AND GRUBBING
REMOVAL OF DELINEATOR
REMOVAL OF FIRE HYDRANT
REMOVAL OF HEADWALL
REMOVAL OF LIGHT POLE
REMOVAL OF PIPE CULVERT
SOIL EROSION CONTROL, SEDIMENT WATTLE
SOIL EROSION CONTROL, CHECK DAM
-8.9% 11,850,377.12$ 0.6% 13,075,547.50$
Unit Price Amount Unit Price Amount
Pace Contracting RBK Construction, Inc.
27,300.00$ 50,000.00$
10,792.98$ 2,200.00$
2,725.50$ 7,500.00$
4,360.80$ 4,000.00$
50,149.20$ 25,000.00$
14,720.00$ 46,000.00$
1,062.75$ 650.00$
981.18$ 1,500.00$
65,412.00$ 10,000.00$
545.10$ 2,000.00$
2,180.40$ 12,000.00$
3,543.15$ 4,550.00$
5,451.00$ 15,000.00$
2.73$ 5.00$
545.10$ 1,500.00$
490.59$ 100.00$
50,149.20$ 25,000.00$
2,180.40$ 2,000.00$
16.35$ 10.00$
0.16$ 0.50$
3,270.60$ 500.00$
981.18$ 1,500.00$
545.10$ 3,000.00$
545.10$ 2,000.00$
5,451.00$ 15,000.00$
54.51$ 70.00$
12/2/2015 Page 24 of 44
Project No: NV FTNP LAKE 114(1)
Project Name: Katherine Access Road CQ = "Contract Quantity"
Item No. Quantity Unit
20301-3400 Line A0540 15 EACH
20302-0400 Line A0560 9,300 LNFT
20302-0500 Line A0580 11,000 LNFT
20302-1200 Line A0600 1,500 LNFT (CQ)
20303-0300 Line A0620 60 SQYD
20303-1500 Line A0640 320 SQYD
20303-3200 Line A0660 220 SQYD
20304-8000 Line A0680 ALL LPSM
20402-0000 Line A0700 3,300 CUYD
20420-0000 Line A0720 35,900 CUYD
20421-0000 Line A0740 17,000 CUYD
20425-1000 Line A0760 140 LNFT
20442-0000 Line A0780 2,000 CUYD
REMOVAL OF GUARDRAIL
ROCK EXCAVATION
DITCH, EXCAVATION
SLOPE SCALING
REMOVAL OF CONCRETE
REMOVAL OF PAVED WATERWAY, STONE
REMOVAL OF SIDEWALK, CONCRETE
REMOVAL OF WINGWALL CONCRETE
SUBEXCAVATION
EMBANKMENT CONSTRUCTION
REMOVAL OF WHEELSTOP
REMOVAL OF CURB, ASPHALT
REMOVAL OF CURB, CONCRETE
-8.9% 11,850,377.12$ 0.6% 13,075,547.50$
Unit Price Amount Unit Price Amount
Pace Contracting RBK Construction, Inc.
1,362.75$ 1,500.00$
30,411.00$ 55,800.00$
71,940.00$ 88,000.00$
32,700.00$ 4,500.00$
2,060.40$ 4,200.00$
7,849.60$ 20,800.00$
6,476.80$ 14,300.00$
6,541.20$ 32,000.00$
53,955.00$ 165,000.00$
508,703.00$ 1,220,600.00$
834,020.00$ 17,000.00$
3,392.20$ 4,200.00$
130,820.00$ 40,000.00$
3.27$ 6.00$
90.85$ 100.00$
21.80$ 3.00$
6.54$ 8.00$
24.53$ 65.00$
34.34$ 70.00$
6,541.20$ 32,000.00$
29.44$ 65.00$
14.17$ 34.00$
16.35$ 50.00$
24.23$ 30.00$
49.06$ 1.00$
65.41$ 20.00$
12/2/2015 Page 25 of 44
Project No: NV FTNP LAKE 114(1)
Project Name: Katherine Access Road CQ = "Contract Quantity"
Item No. Quantity Unit
20502-0000 Line A0800 6,575 SQFT
20804-0000 Line A0820 400 TON
21101-2000 Line A0840 930 SQYD
25101-3000 Line A0860 2,260 CUYD
25101-4000 Line A0880 200 CUYD
25101-6000 Line A0900 550 CUYD
25110-3000 Line A0920 25 CUYD
25125-0000 Line A0940 50 EACH
25301-1000 Line A0960 1,300 SQFT
25501-1000 Line A0980 4,700 SQFT
30303-3000 Line A1000 71,000 SQYD
30306-1500 Line A1020 75,500 SQYD
30306-3000 Line A1040 84,000 SQYD
CONTROLLED BLASTING
STRUCTURAL BACKFILL
ROADWAY OBLITERATION, METHOD 2
MECHANICALLY STABILIZED EARTH WALL, WELD
ROADWAY RECONDITIONING
PULVERIZING, 3-INCH DEPTH
PULVERIZING, 6-INCH DEPTH
PLACED RIPRAP, CLASS 3
PLACED RIPRAP, CLASS 4
PLACED RIPRAP, CLASS 6
GROUTED RIPRAP, CLASS 3
BOULDER
GABIONS, GALVANIZED OR ALUMINIZED COATE
-8.9% 11,850,377.12$ 0.6% 13,075,547.50$
Unit Price Amount Unit Price Amount
Pace Contracting RBK Construction, Inc.
54,441.00$ 9,862.50$
15,264.00$ 20,000.00$
25,351.80$ 2,790.00$
216,621.00$ 214,700.00$
34,014.00$ 19,200.00$
73,859.50$ 53,350.00$
7,847.25$ 6,250.00$
13,627.50$ 25,000.00$
38,584.00$ 39,000.00$
269,686.00$ 446,500.00$
670,240.00$ 426,000.00$
84,560.00$ 7,550.00$
94,080.00$ 630,000.00$
8.28$ 1.50$
27.26$ 3.00$
38.16$ 50.00$
170.07$ 96.00$
95.85$ 95.00$
313.89$ 250.00$
134.29$ 97.00$
29.68$ 30.00$
272.55$ 500.00$
9.44$ 6.00$
57.38$ 95.00$
1.12$ 7.50$
1.12$ 0.10$
12/2/2015 Page 26 of 44
Project No: NV FTNP LAKE 114(1)
Project Name: Katherine Access Road CQ = "Contract Quantity"
Item No. Quantity Unit
30801-2000 Line A1060 7,300 CUYD
40201-4700 Line A1080 26,700 TON
40205-3000 Line A1100 265 TON
40501-0000 Line A1120 7,700 TON
40505-3000 Line A1140 80 TON
40961-0000 Line A1160 32,500 SQYD
41103-0000 Line A1180 168,500 SQYD
41201-1000 Line A1200 73 TON
50101-1200 Line A1220 4,700 SQYD
60101-0000 Line A1240 180 CUYD
60201-0600 Line A1260 62 LNFT
60201-0800 Line A1280 540 LNFT
60201-0900 Line A1300 20 LNFT
ROADWAY AGGREGATE, METHOD 2
HOT ASPHALT CONCRETE PAVEMENT, HVEEM TE
REINFORCED RIGID PAVEMENT, 9-INCH DEPTH,
CONCRETE
18-INCH PIPE CULVERT
24-INCH PIPE CULVERT
30-INCH PIPE CULVERT
ANTISTRIP ADDITIVE, TYPE 3
OPEN-GRADED ASPHALT FRICTION COURSE
ANTISTRIP ADDITIVE, TYPE 3
BLOTTER
PRIME COAT
TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR S
-8.9% 11,850,377.12$ 0.6% 13,075,547.50$
Unit Price Amount Unit Price Amount
Pace Contracting RBK Construction, Inc.
190,968.00$ 146,000.00$
2,328,774.00$ 2,963,700.00$
41,891.20$ 49,025.00$
917,532.00$ 908,600.00$
12,646.40$ 14,800.00$
3,900.00$ 3,250.00$
53,920.00$ 101,100.00$
43,771.53$ 51,100.00$
302,868.00$ 554,600.00$
117,741.60$ 153,000.00$
6,231.62$ 6,510.00$
60,134.40$ 59,400.00$
2,365.80$ 2,300.00$ 118.29$ 115.00$
111.36$ 110.00$
100.51$ 105.00$
654.12$ 850.00$
87.22$ 111.00$
26.16$ 20.00$
119.16$ 118.00$
158.08$ 185.00$
0.12$ 0.10$
158.08$ 185.00$
64.44$ 118.00$
599.61$ 700.00$
0.32$ 0.60$
12/2/2015 Page 27 of 44
Project No: NV FTNP LAKE 114(1)
Project Name: Katherine Access Road CQ = "Contract Quantity"
Item No. Quantity Unit
60201-1000 Line A1320 420 LNFT
60201-1600 Line A1340 150 LNFT
60202-0500 Line A1360 130 LNFT
60202-0800 Line A1380 350 LNFT
60210-0600 Line A1400 2 EACH
60210-0800 Line A1420 10 EACH
60210-1600 Line A1440 4 EACH
60212-0600 Line A1460 2 EACH
60212-0800 Line A1480 4 EACH
60212-1000 Line A1500 2 EACH
60220-1800 Line A1520 124 LNFT
60221-3250 Line A1540 60 LNFT
60230-0000 Line A1560 1 EACH
36-INCH PIPE CULVERT
ELBOW, 18-INCH
ELBOW, 24-INCH
ELBOW, 36-INCH
8 FEET SPAN, 4 FEET RISE PRECAST REINFORCE
10 FEET SPAN, 10 FEET RISE REINFORCED CON
DEBRIS RACK
72-INCH PIPE CULVERT
30-INCH EQUIVALENT DIAMETER ARCH OR ELLI
48-INCH EQUIVALENT DIAMETER ARCH OR ELLI
END SECTION FOR 18-INCH PIPE CULVERT
END SECTION FOR 24-INCH PIPE CULVERT
END SECTION FOR 72-INCH PIPE CULVERT
-8.9% 11,850,377.12$ 0.6% 13,075,547.50$
Unit Price Amount Unit Price Amount
Pace Contracting RBK Construction, Inc.
54,259.80$ 51,240.00$
36,385.50$ 26,250.00$
18,141.50$ 15,600.00$
72,135.00$ 54,250.00$
2,027.78$ 1,300.00$
8,067.50$ 5,000.00$
15,480.84$ 10,000.00$
1,460.86$ 1,300.00$
3,008.96$ 3,000.00$
1,700.72$ 1,600.00$
195,416.56$ 136,400.00$
143,906.40$ 102,000.00$
6,541.20$ 18,000.00$ 6,541.20$ 18,000.00$
2,398.44$ 1,700.00$
1,575.94$ 1,100.00$
850.36$ 800.00$
752.24$ 750.00$
730.43$ 650.00$
3,870.21$ 2,500.00$
806.75$ 500.00$
1,013.89$ 650.00$
206.10$ 155.00$
139.55$ 120.00$
242.57$ 175.00$
129.19$ 122.00$
12/2/2015 Page 28 of 44
Project No: NV FTNP LAKE 114(1)
Project Name: Katherine Access Road CQ = "Contract Quantity"
Item No. Quantity Unit
60403-2200 Line A1580 1 EACH
60404-2000 Line A1600 3 EACH
60405-0000 Line A1620 4 EACH
60526-0000 Line A1640 36 LNFT
60704-0000 Line A1660 25 EACH
60901-1300 Line A1680 1,750 LNFT
60902-1000 Line A1700 8,000 LNFT
60915-1000 Line A1720 44 EACH
61102-3200 Line A1740 70 LNFT
61103-1480 Line A1760 45 LNFT
61106-0000 Line A1780 1 EACH
61108-1000 Line A1800 20 EACH
61501-0100 Line A1820 1,000 SQYD
CURB AND GUTTER, CONCRETE, 12-INCH DEPTH
WHEELSTOP, CONCRETE
8-INCH WATERLINE, POLYVINYL CHLORIDE (PVC
20-INCH ENCASEMENT PIPE, STEEL
FIRE HYDRANT
ADJUST WATER VALVE
INLET, TYPE 7A
CATCH BASIN, TYPE 2
MANHOLE ADJUSTMENT
DRAINAGE CHASE
CLEANING CULVERT IN PLACE
CURB, CONCRETE, 15-INCH DEPTH
SIDEWALK, CONCRETE
-8.9% 11,850,377.12$ 0.6% 13,075,547.50$
Unit Price Amount Unit Price Amount
Pace Contracting RBK Construction, Inc.
9,811.80$ 6,000.00$
39,244.20$ 19,500.00$
2,616.44$ 4,000.00$
7,064.64$ 21,600.00$
9,539.25$ 50,000.00$
41,965.00$ 43,750.00$
174,400.00$ 216,000.00$
7,195.32$ 22,000.00$
12,210.10$ 8,050.00$
7,358.85$ 22,500.00$
2,616.48$ 5,000.00$
11,792.20$ 10,000.00$
53,960.00$ 50,000.00$ 53.96$ 50.00$
589.61$ 500.00$
2,616.48$ 5,000.00$
163.53$ 500.00$
174.43$ 115.00$
163.53$ 500.00$
21.80$ 27.00$
23.98$ 25.00$
381.57$ 2,000.00$
196.24$ 600.00$
654.11$ 1,000.00$
13,081.40$ 6,500.00$
9,811.80$ 6,000.00$
12/2/2015 Page 29 of 44
Project No: NV FTNP LAKE 114(1)
Project Name: Katherine Access Road CQ = "Contract Quantity"
Item No. Quantity Unit
61505-1000 Line A1840 23 EACH
61701-1800 Line A1860 3,100 LNFT
61702-0800 Line A1880 14 EACH
61703-2000 Line A1900 2 EACH
61901-2250 Line A1920 420 LNFT
61902-0900 Line A1940 3 EACH
61904-0000 Line A1960 6 EACH
62201-0200 Line A1980 20 HOUR
62201-0550 Line A2000 20 HOUR
62201-0900 Line A2020 20 HOUR
62201-1150 Line A2040 20 HOUR
62201-1300 Line A2060 20 HOUR
62201-2750 Line A2080 20 HOUR
GATE, METAL
BOLLARD POST
DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACIT
BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RA
WHEEL LOADER, 2 CUBIC YARD MINIMUM RATE
BULLDOZER, 70HP MINIMUM FLYWHEEL POWER
ACCESSIBILITY RAMP, CONCRETE
GUARDRAIL SYSTEM G4, TYPE 4, CLASS A STEE
TERMINAL SECTION TYPE TANGENT
TERMINAL END, TYPE ROUND END SECTION
FENCE, RAIL
BULLDOZER, 160HP MINIMUM FLYWHEEL POWE
MOTOR GRADER
-8.9% 11,850,377.12$ 0.6% 13,075,547.50$
Unit Price Amount Unit Price Amount
Pace Contracting RBK Construction, Inc.
75,223.80$ 23,000.00$
129,425.00$ 62,000.00$
73,032.54$ 35,000.00$
10,433.22$ 4,600.00$
54,944.40$ 48,300.00$
7,195.32$ 6,000.00$
5,232.96$ 3,000.00$
2,834.60$ 2,200.00$
2,398.40$ 2,100.00$
5,015.00$ 3,000.00$
5,287.40$ 3,600.00$
7,140.80$ 5,500.00$
6,541.20$ 3,000.00$ 327.06$ 150.00$
357.04$ 275.00$
264.37$ 180.00$
250.75$ 150.00$
119.92$ 105.00$
141.73$ 110.00$
872.16$ 500.00$
2,398.44$ 2,000.00$
130.82$ 115.00$
5,216.61$ 2,300.00$
5,216.61$ 2,500.00$
41.75$ 20.00$
3,270.60$ 1,000.00$
12/2/2015 Page 30 of 44
Project No: NV FTNP LAKE 114(1)
Project Name: Katherine Access Road CQ = "Contract Quantity"
Item No. Quantity Unit
62201-3350 Line A2100 20 HOUR
62202-1000 Line A2120 ALL LPSM
62301-0000 Line A2140 40 HOUR
62302-1000 Line A2160 40 HOUR
62302-1100 Line A2180 40 HOUR
63301-0000 Line A2200 90 EACH
63308-3000 Line A2220 30 EACH
63309-0100 Line A2240 70 EACH
63313-0000 Line A2260 15,000 LNFT
63316-1000 Line A2280 60 EACH
63403-0400 Line A2300 1,700 SQFT
63404-0400 Line A2320 650 GAL
63405-0050 Line A2340 110 EACH
SPECIAL LABOR, HIRED SURVEY SERVICES
SIGN SYSTEM
OBJECT MARKER, TYPE 3
DELINEATOR, TYPE 1
RUMBLE STRIP
REMOVE AND RESET SIGN
HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMU
MATERIALS TRANSFER VEHICLE
GENERAL LABOR
SPECIAL LABOR, HIRED TECHNICAL SERVICES
PAVEMENT MARKINGS, TYPE D
PAVEMENT MARKINGS, TYPE D
PAVEMENT MARKINGS, SYMBOLS
-8.9% 11,850,377.12$ 0.6% 13,075,547.50$
Unit Price Amount Unit Price Amount
Pace Contracting RBK Construction, Inc.
6,332.20$ 3,800.00$
65,412.00$ 75,000.00$
4,012.00$ 2,000.00$
5,232.80$ 7,000.00$
7,849.60$ 7,000.00$
180,046.80$ 47,250.00$
7,576.80$ 9,600.00$
9,921.10$ 2,800.00$
5,250.00$ 3,000.00$
81,765.00$ 21,000.00$
44,948.00$ 8,075.00$
226,759.00$ 42,250.00$
56,963.50$ 11,000.00$ 517.85$ 100.00$
348.86$ 65.00$
26.44$ 4.75$
1,362.75$ 350.00$
0.35$ 0.20$
141.73$ 40.00$
252.56$ 320.00$
2,000.52$ 525.00$
196.24$ 175.00$
130.82$ 175.00$
100.30$ 50.00$
65,412.00$ 75,000.00$
316.61$ 190.00$
12/2/2015 Page 31 of 44
Project No: NV FTNP LAKE 114(1)
Project Name: Katherine Access Road CQ = "Contract Quantity"
Item No. Quantity Unit
63501-1000 Line A2360 ALL LPSM
63501-2000 Line A2380 ALL LPSM
63502-0700 Line A2400 655 EACH
63502-1300 Line A2420 815 EACH
63502-1700 Line A2440 50 EACH
63503-0300 Line A2460 100 LNFT
63503-0400 Line A2480 400 LNFT
63503-0500 Line A2500 400 LNFT
63504-1000 Line A2520 783 SQFT
63505-1000 Line A2540 9.0 MILE
63506-0500 Line A2560 5,000 HOUR
63506-0600 Line A2580 1,400 HOUR
63621-1000 Line A2600 16 EACH
TEMPORARY TRAFFIC CONTROL, DRUM
TEMPORARY TRAFFIC CONTROL, WARNING LIGH
TEMPORARY TRAFFIC CONTROL, BARRICADE TY
TEMPORARY TRAFFIC CONTROL, CONCRETE BAR
TEMPORARY TRAFFIC CONTROL, MOVING CONC
TEMPORARY TRAFFIC CONTROL, CONSTRUCTIO
TEMPORARY TRAFFIC CONTROL, TRAFFIC AND S
TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNA
TEMPORARY TRAFFIC CONTROL, CONE
TEMPORARY TRAFFIC CONTROL, PAVEMENT MAR
TEMPORARY TRAFFIC CONTROL, FLAGGER
TEMPORARY TRAFFIC CONTROL, PILOT CAR
UTILITY BOX, PULLBOX
-8.9% 11,850,377.12$ 0.6% 13,075,547.50$
Unit Price Amount Unit Price Amount
Pace Contracting RBK Construction, Inc.
135,952.30$ 165,000.00$
141,944.04$ 21,000.00$
37,066.45$ 5,240.00$
92,665.50$ 44,825.00$
1,908.00$ 20,000.00$
32,706.00$ 3,000.00$
16,352.00$ 20,000.00$
26,164.00$ 4,800.00$
13,357.98$ 7,830.00$
14,717.70$ 36,000.00$
376,100.00$ 125,000.00$
196,896.00$ 70,000.00$
10,465.92$ 40,000.00$ 654.12$ 2,500.00$
140.64$ 50.00$
75.22$ 25.00$
1,635.30$ 4,000.00$
17.06$ 10.00$
65.41$ 12.00$
40.88$ 50.00$
327.06$ 30.00$
38.16$ 400.00$
113.70$ 55.00$
56.59$ 8.00$
141,944.04$ 21,000.00$
135,952.30$ 165,000.00$
12/2/2015 Page 32 of 44
Project No: NV FTNP LAKE 114(1)
Project Name: Katherine Access Road CQ = "Contract Quantity"
Item No. Quantity Unit
64620-0500 Line A2620 1 EACH
REMOVE AND RESET FLAG POLE
-8.9% 11,850,377.12$ 0.6% 13,075,547.50$
Unit Price Amount Unit Price Amount
Pace Contracting RBK Construction, Inc.
2,725.50$ 5,000.00$ 2,725.50$ 5,000.00$
12/2/2015 Page 33 of 44
Project No: NV FTNP LAKE 114(1)
Project Name: Katherine Access Road CQ = "Contract Quantity"
Item No. Quantity Unit
15101-0000 Line A0020 ALL LPSM
15206-0000 Line A0040 201.000 STA
15210-3000 Line A0060 182.500 STA
15214-2000 Line A0080 ALL LPSM
15215-3000 Line A0100 30 EACH
15215-6000 Line A0120 60 EACH
15215-7000 Line A0140 15 EACH
15216-2000 Line A0160 201.000 STA
15301-0000 Line A0180 ALL LPSM
15401-0000 Line A0200 ALL LPSM
15501-0000 Line A0220 ALL LPSM
15705-0100 Line A0240 14,000 LNFT
15705-1400 Line A0260 7,700 LNFT
SURVEY AND STAKING, RETAINING WALL
MOBILIZATION
SLOPE, REFERENCE, AND CLEARING AND GRUBB
CENTERLINE, VERIFICATION AND STAKING
SURVEY AND STAKING, PARKING AREA
SURVEY AND STAKING, GRADE FINISHING STAK
CONTRACTOR QUALITY CONTROL
CONTRACTOR TESTING
CONSTRUCTION SCHEDULE
SOIL EROSION CONTROL, SILT FENCE
SURVEY AND STAKING, DRAINAGE STRUCTURE
SURVEY AND STAKING, ROADWAY CROSS-SECT
SOIL EROSION CONTROL, SEDIMENT LOG
-4.3% 12,443,552.50$ 7.6% 13,996,612.00$
Unit Price Amount Unit Price Amount
1,340,000.00$ 1,399,300.00$
13,467.00$ 25,125.00$
7,482.50$ 12,775.00$
2,000.00$ 3,500.00$
10,500.00$ 18,000.00$
3,540.00$ 6,000.00$
28,500.00$ 45,000.00$
11,457.00$ 20,100.00$
200,000.00$ 120,000.00$
250,000.00$ 232,000.00$
20,000.00$ 10,000.00$
49,000.00$ 98,000.00$
61,600.00$ 69,300.00$
2,000.00$ 3,500.00$
70.00$
Hooker Creek, Inc. Meadow Valley Contractors dba ACC
350.00$ 600.00$
1,340,000.00$ 1,399,300.00$
67.00$ 125.00$
41.00$
57.00$ 100.00$
1,900.00$ 3,000.00$
59.00$ 100.00$
250,000.00$ 232,000.00$
200,000.00$ 120,000.00$
3.50$ 7.00$
20,000.00$ 10,000.00$
8.00$ 9.00$
12/2/2015 Page 34 of 44
Project No: NV FTNP LAKE 114(1)
Project Name: Katherine Access Road CQ = "Contract Quantity"
Item No. Quantity Unit
15705-1500 Line A0280 10,000 LNFT
15706-0200 Line A0300 22 EACH
15706-0400 Line A0320 5 EACH
15706-1600 Line A0340 2 EACH
15802-0000 Line A0360 ALL LPSM
20103-0000 Line A0380 92,000 SQYD
20301-0700 Line A0400 65 EACH
20301-0900 Line A0420 1 EACH
20301-1200 Line A0440 20 EACH
20301-1500 Line A0460 1 EACH
20301-1900 Line A0480 4 EACH
20301-2400 Line A0500 65 EACH
20301-2700 Line A0520 1 EACH
SOIL EROSION CONTROL, SEDIMENT TRAP
SOIL EROSION CONTROL, STABILIZED CONSTR
WATERING FOR DUST CONTROL
REMOVAL OF SIGN
REMOVAL OF STRUCTURE
CLEARING AND GRUBBING
REMOVAL OF DELINEATOR
REMOVAL OF FIRE HYDRANT
REMOVAL OF HEADWALL
REMOVAL OF LIGHT POLE
REMOVAL OF PIPE CULVERT
SOIL EROSION CONTROL, SEDIMENT WATTLE
SOIL EROSION CONTROL, CHECK DAM
-4.3% 12,443,552.50$ 7.6% 13,996,612.00$
Unit Price Amount Unit Price Amount
Hooker Creek, Inc. Meadow Valley Contractors dba ACC
65,000.00$ 60,000.00$
3,300.00$ 15,950.00$
9,000.00$ 12,000.00$
3,200.00$ 5,000.00$
156,000.00$ 200,000.00$
32,200.00$ 92,000.00$
1,170.00$ 5,850.00$
900.00$ 2,500.00$
4,600.00$ 44,000.00$
1,400.00$ 1,000.00$
8,000.00$ 9,600.00$
4,745.00$ 4,225.00$
820.00$ 35,000.00$
6.50$ 6.00$
1,800.00$ 2,400.00$
150.00$ 725.00$
156,000.00$ 200,000.00$
1,600.00$ 2,500.00$
18.00$ 90.00$
0.35$ 1.00$
230.00$ 2,200.00$
900.00$ 2,500.00$
2,000.00$ 2,400.00$
1,400.00$ 1,000.00$
820.00$ 35,000.00$
73.00$ 65.00$
12/2/2015 Page 35 of 44
Project No: NV FTNP LAKE 114(1)
Project Name: Katherine Access Road CQ = "Contract Quantity"
Item No. Quantity Unit
20301-3400 Line A0540 15 EACH
20302-0400 Line A0560 9,300 LNFT
20302-0500 Line A0580 11,000 LNFT
20302-1200 Line A0600 1,500 LNFT (CQ)
20303-0300 Line A0620 60 SQYD
20303-1500 Line A0640 320 SQYD
20303-3200 Line A0660 220 SQYD
20304-8000 Line A0680 ALL LPSM
20402-0000 Line A0700 3,300 CUYD
20420-0000 Line A0720 35,900 CUYD
20421-0000 Line A0740 17,000 CUYD
20425-1000 Line A0760 140 LNFT
20442-0000 Line A0780 2,000 CUYD
REMOVAL OF GUARDRAIL
ROCK EXCAVATION
DITCH, EXCAVATION
SLOPE SCALING
REMOVAL OF CONCRETE
REMOVAL OF PAVED WATERWAY, STONE
REMOVAL OF SIDEWALK, CONCRETE
REMOVAL OF WINGWALL CONCRETE
SUBEXCAVATION
EMBANKMENT CONSTRUCTION
REMOVAL OF WHEELSTOP
REMOVAL OF CURB, ASPHALT
REMOVAL OF CURB, CONCRETE
-4.3% 12,443,552.50$ 7.6% 13,996,612.00$
Unit Price Amount Unit Price Amount
Hooker Creek, Inc. Meadow Valley Contractors dba ACC
300.00$ 750.00$
13,950.00$ 37,200.00$
44,000.00$ 55,000.00$
10,500.00$ 9,000.00$
3,840.00$ 2,100.00$
9,600.00$ 7,680.00$
7,920.00$ 7,920.00$
8,100.00$ 20,000.00$
184,800.00$ 125,400.00$
394,900.00$ 1,148,800.00$
289,000.00$ 595,000.00$
1,400.00$ 3,920.00$
24,000.00$ 66,000.00$
1.50$ 4.00$
20.00$ 50.00$
7.00$ 6.00$
4.00$ 5.00$
30.00$ 24.00$
64.00$ 35.00$
8,100.00$ 20,000.00$
36.00$ 36.00$
11.00$ 32.00$
56.00$ 38.00$
10.00$ 28.00$
17.00$ 35.00$
12.00$ 33.00$
12/2/2015 Page 36 of 44
Project No: NV FTNP LAKE 114(1)
Project Name: Katherine Access Road CQ = "Contract Quantity"
Item No. Quantity Unit
20502-0000 Line A0800 6,575 SQFT
20804-0000 Line A0820 400 TON
21101-2000 Line A0840 930 SQYD
25101-3000 Line A0860 2,260 CUYD
25101-4000 Line A0880 200 CUYD
25101-6000 Line A0900 550 CUYD
25110-3000 Line A0920 25 CUYD
25125-0000 Line A0940 50 EACH
25301-1000 Line A0960 1,300 SQFT
25501-1000 Line A0980 4,700 SQFT
30303-3000 Line A1000 71,000 SQYD
30306-1500 Line A1020 75,500 SQYD
30306-3000 Line A1040 84,000 SQYD
CONTROLLED BLASTING
STRUCTURAL BACKFILL
ROADWAY OBLITERATION, METHOD 2
MECHANICALLY STABILIZED EARTH WALL, WELD
ROADWAY RECONDITIONING
PULVERIZING, 3-INCH DEPTH
PULVERIZING, 6-INCH DEPTH
PLACED RIPRAP, CLASS 3
PLACED RIPRAP, CLASS 4
PLACED RIPRAP, CLASS 6
GROUTED RIPRAP, CLASS 3
BOULDER
GABIONS, GALVANIZED OR ALUMINIZED COATE
-4.3% 12,443,552.50$ 7.6% 13,996,612.00$
Unit Price Amount Unit Price Amount
Hooker Creek, Inc. Meadow Valley Contractors dba ACC
78,900.00$ 52,600.00$
17,200.00$ 8,000.00$
1,395.00$ 13,020.00$
429,400.00$ 259,900.00$
36,00…
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