Amendment_A008_SF30_1_23_2018.pdf

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text

B I D S C H E D U L E Schedule A Account: ALL

Project No: Hawaii HI STP SR11(1) AND HI STP SR11(

Name: NINOLE STREAM BRIDGE AND HILEA STREAM BRIDGE CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000

Line A0020 ALL LPSM $

15201-0000

Line A0040 ALL LPSM $

15301-0000

Line A0060 ALL LPSM $

15401-0000

Line A0080 ALL LPSM $

15501-0000

Line A0100 ALL LPSM $

15705-0100

Line A0120 550 LNFT $ $

15706-0200

Line A0140 22 EACH $ $

15706-1600

Line A0160 2 EACH $ $

15802-0000

Line A0180 ALL LPSM $

20304-1000

Line A0200 ALL LPSM $

20401-0000

Line A0220 6,700 CUYD $ $

20435-2000

Line A0240 1,680 CUYD $ $

20720-0300

Line A0260 7,300 SQYD $ $

20801-0000

Line A0280 3,550 CUYD (CQ) $ $

20803-0000

Line A0300 10 CUYD $ $

20803-0000

Line A0320 185 CUYD (CQ) $ $

25101-2100

Line A0340 12 CUYD $ $

25101-2200

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, SILT FENCE

REINFORCEMENT GEOSYNTHETIC, TYPE 3

STRUCTURE EXCAVATION

STRUCTURAL BACKFILL(SLOPE PAVING, CLASS A CONCRETE)

SOIL EROSION CONTROL, CHECK DAM

SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

WATERING FOR DUST CONTROL

REMOVAL OF STRUCTURES AND OBSTRUCTIONS

ROADWAY EXCAVATION

BACKFILL, GRANULAR

STRUCTURAL BACKFILL(CLASS A CONCRETE)

PLACED RIPRAP, METHOD B, CLASS 1

PLACED RIPRAP, METHOD B, CLASS 2

Schedule Total: _________________________

Submitted by: ___________________________

Amendment A008 1/23/2018

A-8

Project No: Hawaii HI STP SR11(1) AND HI STP SR11(

Name: NINOLE STREAM BRIDGE AND HILEA STREAM BRIDGE CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: _________________________

Submitted by: ___________________________

Line A0360 65 CUYD $ $

25120-2100

Line A0380 530 LNFT $ $

26101-0000

Line A0400 1,580 SQFT $ $

30202-2000

Line A0420 1,400 TON $ $

40301-0000

Line A0440 800 TON $ $

55201-1500

Line A0460 800 CUYD (CQ) $ $

55201-1500

Line A0480 450 CUYD (CQ) $ $

55302-3200

Line A0500 728 LNFT (CQ) $ $

55302-3500

Line A0520 635 LNFT (CQ) $ $

55401-1000

Line A0540 409,615 LB (CQ) $ $

55401-2000

Line A0560 1,000 LB (CQ) $ $

55601-0600

Line A0580 507 LNFT (CQ) $ $

58401-0000

Line A0600 215 LB (CQ) $ $

61701-1500

Line A0620 650 LNFT $ $

61702-0800

Line A0640 8 EACH $ $

61707-0000

Line A0660 200 LNFT (CQ) $ $

62201-0200

Line A0680 100 HOUR $ $

62201-0900

Line A0700 100 HOUR $ $

GUARDRAIL SYSTEM G4, TYPE 3, CLASS A STEEL POSTS

TERMINAL SECTION TYPE TANGENT

STRUCTURE TRANSITION RAILING

RIPRAP DITCH, METHOD B, CLASS 1

REINFORCED SOIL SLOPE(ROCK FACED)

ROADWAY AGGREGATE, METHOD 2

PRECAST, PRESTRESSED CONCRETE GIRDER(WASHINGTON WF36G)

PRECAST, PRESTRESSED CONCRETE SLAB(48" (19" SOLID))

REINFORCING STEEL

REINFORCING STEEL, EPOXY COATED

BRIDGE RAILING, CONCRETE, BEAM RAIL(WITH PEDESTRIAN HANDRAIL)

GLASS FIBER REINFORCED POLYMER (GFRP) REINFORCING BARS

ASPHALT CONCRETE PAVEMENT

STRUCTURAL CONCRETE, CLASS STATEDOT(CLASS D)

STRUCTURAL CONCRETE, CLASS STATEDOT(CLASS E)

DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY

Amendment A008

A-9

Project No: Hawaii HI STP SR11(1) AND HI STP SR11(

Name: NINOLE STREAM BRIDGE AND HILEA STREAM BRIDGE CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: _________________________

Submitted by: ___________________________

62201-2850

Line A0720 100 HOUR $ $

62201-3000

Line A0740 100 HOUR $ $

62301-0000

Line A0760 180 HOUR $ $

62302-1000

Line A0780 140 HOUR $ $

62302-1100

Line A0800 100 HOUR $ $

62510-1000

Line A0820 1.4 ACRE $ $

62515-1000

Line A0840 1.4 ACRE $ $

62902-1100

Line A0860 1.4 ACRE $ $

63301-0000

Line A0880 26 EACH $ $

63401-1500

Line A0900 2,900 LNFT $ $

63406-0000

Line A0920 150 EACH $ $

63501-0000

Line A0940 ALL LPSM $

63701-0000

Line A0960 1 EACH $ $

65001-1000

Line A0980 ALL LPSM $

HYDRAULIC EXCAVATOR

GENERAL LABOR

SPECIAL LABOR, HIRED TECHNICAL SERVICES

SPECIAL LABOR, HIRED SURVEY SERVICES

SEEDING, DRY METHOD

MULCHING, DRY METHOD

MOTOR GRADER, 12 FOOT MINIMUM BLADE

CONSTRUCT AND MAINTAIN DIVERSION(ROADWAY BYPASS)

ROLLED EROSION CONTROL PRODUCT, TYPE 4

SIGN SYSTEM

PAVEMENT MARKINGS, TYPE H, SOLID

RAISED PAVEMENT MARKER

TEMPORARY TRAFFIC CONTROL

FIELD OFFICE

Amendment A008

A-10

BID SCHEDULE

Schedule A Project: HI STP SR11(1) & SR11(2) Project Name: Hilea & Ninole Stream Bridge

Schedule A (A + B Equation)

Part A Part A Total (Construction Cost)

Schedule A – Construction Cost (from Bid schedule) = Part B

# of Calendar Days * (Min

– Max )

Road User/Administrative Cost $5,200.00 per day

Part B Total (Days * Road User Cost)

(A+B) Total for Schedule A= (Total of Part A and B above)

*The number of calendar days used shall include all weekends, holidays, periods of inclement weather, winter shutdown periods, and all other days during which work may or may not be performed.

Amendment A008

REVISED Hilea Ninole Rev Sheets

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION: SHERI MUEHL

1:

Remove BID SCHEDULE pages A-8 through A-11 and replace with new BID SCHEDULE pages A-8 through A-11 dated 1/23/2018:

*FAILURE TO ACKNOWLEDGE THIS AMENDMENT IN BLOCK 19 OF THE SF 1442 BY THE DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION MAY RESULT IN REJECTION OF YOUR BID (REFER TO ITEM 11.)