Bid_Tabs_ND_FTFW_CLSA_12(3)13(1)10(1)_Schedule_A.pdf

T A B U L A T I O N O F B I D S Schedule A Total of Bid Items: 819,325.00$ 61.5% 1,323,579.00$ Project No: ND ND FTFW CLSA 12(3)13(1)10(1)

Project Name: Route 012 (Stevens Ranch) BridgeRoute 010 Entrance RoadRoute 013 Grassland T

CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount Unit Price Amount

15101-0000

Line A0020 ALL LPSM 90,000.00$ 90,000.00$ 246,000.00$

15210-3000

Line A0040 0.667 MILE 7,000.00$ 4,669.00$ 34,684.00$

15214-1000

Line A0060 ALL LPSM 8,000.00$ 8,000.00$ 22,000.00$

15301-0000

Line A0080 ALL LPSM 30,000.00$ 30,000.00$ 75,000.00$

15401-0000

Line A0100 ALL LPSM 10,000.00$ 10,000.00$ 12,500.00$

15501-0000

Line A0120 ALL LPSM 5,000.00$ 5,000.00$ 4,000.00$

15705-0100

Line A0140 200 LNFT 5.00$ 1,000.00$ 1,800.00$

15705-1400

Line A0160 750 LNFT 5.00$ 3,750.00$ 6,750.00$

15705-2000

Line A0180 600 LNFT 20.00$ 12,000.00$ 16,800.00$

15802-0000

Line A0200 ALL LPSM 5,000.00$ 5,000.00$ 5,000.00$

20101-0000

Line A0220 2.2 ACRE 3,000.00$ 6,600.00$ 24,200.00$

20304-1000

Engineer's Estimate

11,000.00$

5,000.00$

28.00$

9.00$

9.00$

4,000.00$

12,500.00$

22,000.00$

Swingen Construction Company

52,000.00$

246,000.00$

MOBILIZATION

CENTERLINE, VERIFICATION AND STAKING

SURVEY AND STAKING, BRIDGE

SOIL EROSION CONTROL, SILT FENCE

SOIL EROSION CONTROL, FIBER ROLL

SOIL EROSION CONTROL, FLOATING TURBIDITY CURTAIN

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

REMOVAL OF STRUCTURES AND OBSTRUCTIONS

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

CONTRACTOR QUALITY CONTROL

75,000.00$

6/16/2016 Page 1 of 4

Project No: ND ND FTFW CLSA 12(3)13(1)10(1)

Project Name: Route 012 (Stevens Ranch) BridgeRoute 010 Entrance RoadRoute 013 Grassland T

CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount Unit Price Amount

Engineer's Estimate Swingen Construction Company

Line A0240 ALL LPSM 25,000.00$ 25,000.00$ 30,000.00$

20402-0000

Line A0260 90 CUYD 80.00$ 7,200.00$ 4,950.00$

20420-0000

Line A0280 500 CUYD 35.00$ 17,500.00$ 11,250.00$

20801-0000

Line A0300 85 CUYD (CQ) 60.00$ 5,100.00$ 72,250.00$

20803-0000

Line A0320 25 CUYD (CQ) 150.00$ 3,750.00$ 2,500.00$

21101-2000

Line A0340 1,900 SQYD 8.00$ 15,200.00$ 17,100.00$

21201-0000

Line A0360 0.290 MILE 30,000.00$ 8,700.00$ 12,760.00$

25101-0300

Line A0380 70 CUYD 200.00$ 14,000.00$ 7,700.00$

30202-2000

Line A0400 2,000 TON 40.00$ 80,000.00$ 88,000.00$

30301-4000

Line A0420 0.385 MILE 15,000.00$ 5,775.00$ 16,940.00$

40301-0000

Line A0440 700 TON 140.00$ 98,000.00$ 185,500.00$

40601-0000

Line A0460 2 TON 1,000.00$ 2,000.00$ 11,000.00$ 5,500.00$

265.00$

44,000.00$

44.00$

110.00$

44,000.00$

9.00$

100.00$

850.00$

22.50$

55.00$

30,000.00$

STRUCTURAL BACKFILL

ROADWAY OBLITERATION, METHOD 2

LINEAR GRADING

PLACED RIPRAP, METHOD A, CLASS 3

ROADWAY AGGREGATE, METHOD 2

ROADBED RECONDITIONING

ASPHALT CONCRETE PAVEMENT

FOG SEAL

SUBEXCAVATION

EMBANKMENT CONSTRUCTION

STRUCTURE EXCAVATION

6/16/2016 Page 2 of 4

Project No: ND ND FTFW CLSA 12(3)13(1)10(1)

Project Name: Route 012 (Stevens Ranch) BridgeRoute 010 Entrance RoadRoute 013 Grassland T

CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount Unit Price Amount

Engineer's Estimate Swingen Construction Company

41101-1000

Line A0480 5 TON 1,500.00$ 7,500.00$ 27,500.00$

55101-1400

Line A0500 536 LNFT (CQ) 130.00$ 69,680.00$ 29,480.00$

55104-1000

Line A0520 2 EACH (CQ) 5,000.00$ 10,000.00$ 10,000.00$

55201-0200

Line A0540 26 CUYD (CQ) 1,800.00$ 46,800.00$ 52,000.00$

55302-3400

Line A0560 280 LNFT (CQ) 480.00$ 134,400.00$ 140,000.00$

55401-2000

Line A0580 3,547 LB (CQ) 3.00$ 10,641.00$ 17,735.00$

55601-0900

Line A0600 75 LNFT (CQ) 300.00$ 22,500.00$ 60,000.00$

55901-0000

Line A0620 149 SQYD (CQ) 40.00$ 5,960.00$ 2,980.00$

61702-0800

Line A0640 4 EACH 4,000.00$ 16,000.00$ 18,000.00$

61707-0000

Line A0660 50 LNFT (CQ) 100.00$ 5,000.00$ 5,000.00$

62201-0250

Line A0680 20 HOUR 125.00$ 2,500.00$ 2,100.00$

62201-0400

105.00$

100.00$

4,500.00$

20.00$

800.00$

5.00$

500.00$

2,000.00$

5,000.00$

55.00$

5,500.00$

STEEL H-PILE, 12 X 53, IN PLACE

DYNAMIC PILE LOAD TEST

STRUCTURAL CONCRETE, CLASS A (AE)

PRECAST, PRESTRESSED CONCRETE BOX BEAM

REINFORCING STEEL, EPOXY COATED

PRIME COAT, METHOD 1

BRIDGE RAILING, STEEL

MEMBRANE WATERPROOFING

TERMINAL SECTION TYPE TANGENT

STRUCTURE TRANSITION RAILING

DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

BACKHOE LOADER, 2 CUBIC F00T MINIMUM RATED CAPACITY BUCKET, 12-INCH WIDTH

6/16/2016 Page 3 of 4

Project No: ND ND FTFW CLSA 12(3)13(1)10(1)

Project Name: Route 012 (Stevens Ranch) BridgeRoute 010 Entrance RoadRoute 013 Grassland T

CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount Unit Price Amount

Engineer's Estimate Swingen Construction Company

Line A0700 20 HOUR 120.00$ 2,400.00$ 3,000.00$

62201-0950

Line A0720 20 HOUR 125.00$ 2,500.00$ 3,000.00$

62201-2800

Line A0740 20 HOUR 125.00$ 2,500.00$ 4,000.00$

62301-0000

Line A0760 20 HOUR 50.00$ 1,000.00$ 1,300.00$

62302-1000

Line A0780 20 HOUR 100.00$ 2,000.00$ 4,500.00$

62302-1100

Line A0800 20 HOUR 180.00$ 3,600.00$ 7,000.00$

62405-0300

Line A0820 600 SQYD 3.50$ 2,100.00$ 6,600.00$

62510-1000

Line A0840 1.5 ACRE 2,000.00$ 3,000.00$ 5,850.00$

62515-1000

Line A0860 1.5 ACRE 4,000.00$ 6,000.00$ 5,850.00$

63501-0000

Line A0880 ALL LPSM 5,000.00$ 5,000.00$ 9,000.00$ 9,000.00$

3,900.00$

3,900.00$

11.00$

350.00$

225.00$

65.00$

200.00$

150.00$

150.00$

MULCHING, DRY METHOD

TEMPORARY TRAFFIC CONTROL

MOTOR GRADER, 8 FOOT MINIMUM BLADE

GENERAL LABOR

SPECIAL LABOR, HIRED TECHNICAL SERVICES

SPECIAL LABOR, HIRED SURVEY SERVICES

PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

SEEDING, DRY METHOD

WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

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