Amendment_A003_WeberStreet.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

N/A

PAGE

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE NO. 5. PROJECT NO. (If applicable)

A003 1/10/14 N/A AK IRR WRAN 2012(1)

WEBER STREET

RECONSTRUCTION

6. ISSUED BY CODE N/A 7. ADMINISTERED BY (If other than Item 6) CODE N/A

Department of Transportation Federal Highway Administration 610 East Fifth Street Vancouver WA 98661-3801

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and Zip Code) 9A. AMENDMENT OF SOLICITATION NO.

X

DTFH70-14-B-00002

9B. DATED (SEE ITEM 11)

11/25/2013

10A. MODIFICATION OF CONTRACT/ORDER NO.

N/A

10B. DATED (SEE ITEM 13)

CODE: N/A FACILITY CODE: N/A N/A

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

| X | The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers (__ ) is extended, ( x ) is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

N/A

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A THIS CHANGE ORDER IS ISSUED PURSUANT TO (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO. IN

ITEM 10A.

N/A

B THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (Such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

N/A

C THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

N/A

D OTHER (Specify type of modification and authority) N/A

E. IMPORTANT: Contractor n/a is not, n/a is required to sign this document and return n/a copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

AK IRR WRAN 2012(1), WEBER STREET RECONSTRUCTION

SEE PAGE 2 FOR REVISIONS

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15a. NAME AND TITLE OF SIGNER (Type or print) 15a. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

N/A

15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

BY_________________________________________ BY N/A___________________________ N/A (Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070

PREVIOUS EDITION NOT USABLE

30-105 STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

Amendment No. A003, dated 01-10-14 AK IRR WRAN 2012(1) Solicitation No. DTFH70-14-B-00002 Weber Street Reconstruction

REVISIONS ARE AS FOLLOWS:

BID SCHEDULE

Page A-9. Deletes pay item 60402-0000 Manhole (48” Stormdrain) and adds pay item 60401-0000 Manhole (48” Stormdrain)

CONTRACT CLAUSES

MINIMUM WAGE SCHEDULE

Page D-1 through D-8. Replaces Davis-Bacon General Wage Decision #AK7 with Decision #AK6 effective January 3, 2014.

SPECIAL CONTRACT REQUIREMENTS

Page Section/Table Revision F-21 625 – Turf Establishment Revises beginning application date from June 1st to May 15th.

PLANS

Plan sheet B.1 Deletes pay item 60402-0000 Manhole (48” Stormdrain) and adds pay item 60401-0000 Manhole (48” Stormdrain)

Plan sheet F.1 Deletes pay item 60402-0000 Manhole (48” Stormdrain) and adds pay item 60401-0000 Manhole (48” Stormdrain)

Plan sheet F.2 Deletes pay item 60402-0000 Manhole (48” Stormdrain) and adds pay item 60401-0000 Manhole (48” Stormdrain)

ENCLOSURES

Pages:

A-7 through A-11 D-1 through D-10 F-21

Plan Sheets:

B.1 F.1 through F.2

Notice to Bidders: Please submit revised pages A-7 through A-11 with your bid.

A - 7

Bidders please note: Before preparing the bid, carefully read the Solicitation Provisions.

Insert a unit bid price, in figures, for each pay item for which a quantity appears in the bid schedule. Multiply the unit bid price by the quantity for each pay item and show the amount bid. Should any mathematical check made by the Government show a mistake in the amount bid, the Amount Bid for the item will be based on the Unit Bid Price.

When a "LPSM" (Lump Sum) appears as a unit bid price, insert an amount for each lump sum pay item.

When a sum based on a fixed rate appears for any pay item in the amount bid column, include the Government inserted amount bid for the item in the total bid amount.

Total the amounts bid for all pay items and insert the total bid amount.

Bid Schedule

Project No:AK IRR WRAN 2012(1)

Project Name:Weber Street Reconstruction

A - 8

Amendment Item No. Pay Item No. Description Quantity Unit Unit Price Amount

A0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE

ALL LPSM $___LPSM_____ $____________

A0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0100 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0120 15705-0100 SOIL EROSION CONTROL, SILT FENCE

1,100 LNFT $____________ $____________

A0140 15705-1500 SOIL EROSION CONTROL, SEDIMENT WATTLE

600 LNFT $____________ $____________

A0160 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

13 EACH $____________ $____________

A0180 20101-0000 CLEARING AND GRUBBING

0.1 ACRE $____________ $____________

A0200 20220-1000 REMOVAL, INDIVIDUAL TREE

2 EACH $____________ $____________

A0220 20301-2400 REMOVAL OF SIGN

3 EACH $____________ $____________

A0240 20302-0500 REMOVAL OF CURB, CONCRETE

53 LNFT $____________ $____________

A0260 20401-0000 ROADWAY EXCAVATION

800 CUYD $____________ $____________

A0280 20410-0000 SELECT BORROW

396 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 9

A0300 30801-2000 ROADWAY AGGREGATE, METHOD 2

120 CUYD $____________ $____________

A0320 50102-0300 PLAIN RIGID PAVEMENT, 6-INCH DEPTH, TYPE C SMOOTHNESS/ROUGHNESS

(FIBER-REINFORCED)

810 SQYD $____________ $____________

A0340 60401-0000 MANHOLE (STORMDRAIN MANHOLE FRAME AND GRATE DETAILS)

5 EACH $____________ $____________

A003 A0350 60401-0000 MANHOLE (48 " STORMDRAIN)

5 EACH $____________ $____________

A003 A0360 60402-0000 MANHOLE (48 " STORMDRAIN)

5 LNFT $____________ $____________

A0380 60403-0000 INLET (TYPE A INLET BOX)

7 EACH $____________ $____________

A0400 60405-0000 MANHOLE ADJUSTMENT

1 EACH $____________ $____________

A0420 60409-0000 INLET TOP, METAL GRATE (CURB INLET BOX FRAME AND GRATE)

7 EACH $____________ $____________

A0440 60417-0000 CLEANOUT (ADJUST SEWER CLEANOUT)

6 EACH $____________ $____________

A0460 60510-1100 12-INCH COLLECTOR PIPE (CORRUGATED POLYETHYENE)

326 LNFT $____________ $____________

A0480 60902-0500 CURB AND GUTTER, CONCRETE, 7-INCH DEPTH

726 LNFT $____________ $____________

A0500 61108-1000 ADJUST WATER VALVE

11 EACH $____________ $____________

A0520 61501-0100 SIDEWALK, CONCRETE (FIBER-REINFORCED, 6-INCH DEPTH)

50 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 10

A0540 61509-0000 DETECTABLE WARNING PANELS

2 SQYD $____________ $____________

A0560 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

16 HOUR $____________ $____________

A0580 62201-2050 ROLLER

8 HOUR $____________ $____________

A0600 62201-2750 MOTOR GRADER

16 HOUR $____________ $____________

A0620 62201-3500 LOADER, WHEEL, SKID STEER, 40HP MINIMUM

20 HOUR $____________ $____________

A0640 62301-0000 GENERAL LABOR

40 HOUR $____________ $____________

A0660 62401-0400 FURNISHING AND PLACING TOPSOIL, 6-INCH DEPTH

450 SQYD $____________ $____________

A0680 62502-0000 TURF ESTABLISHMENT

450 SQYD $____________ $____________

A0700 62516-4000 MULCHING, HAND METHOD

450 SQYD $____________ $____________

A0720 63302-0000 SIGN SYSTEM

65 SQFT $____________ $____________

A0740 63403-0900 PAVEMENT MARKINGS, TYPE I

320 SQFT $____________ $____________

A0760 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

7 EACH $____________ $____________

A0780 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

40 EACH $____________ $____________

A0800 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

3 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 11

A0820 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

206 SQFT $____________ $____________

A002 A0840 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER

30 FXHR $77.00 $2,310.00

A0860 63704-0000 VEHICLE (PICKUP TRUCK)

1 EACH $____________ $____________

A0880 64603-1800 FIXTURE, ROOF DRAIN CONNECTION

6 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

D-1

Wage Determination Revised by Amendment A003

AK IRR WRAN 2012(1), WEBER STREET RECONSTRUCTION

General Decision Number: AK140006 01/03/2014 AK6

Superseded General Decision Number: AK20130007

State: Alaska

Construction Type: Highway

Counties: Alaska Statewide.

HIGHWAY CONSTRUCTION PROJECTS

Modification Number Publication Date 0 01/03/2014

SUAK2013-002 09/01/2013

Rates Fringes

Line construction:

Line Installer-Repairman....$ 45.28 26.04 Powderman...................$ 46.77 27.08 Power Journeyman Lineman (Including Equipment Operator)...................$ 48.77 27.14 Tree Trimmer................$ 34.12 20.50

CARPENTER........................$ 36.59 22.59

CEMENT MASON/CONCRETE FINISHER

North of N 63 Latitude Including Yakutat and areas East and South........$ 34.69 19.56 South of N 63 Latitude......$ 34.44 19.56

ELECTRICIAN......................$ 38.12 24.07

IRONWORKER

Guardrail Installer and Fence Barrier...............$ 30.05 25.28 Guardrail Layout Man........$ 30.79 25.28 Signalman, Stage Rigger, Structural, Ornamental, and Reinforcing.............$ 33.55 25.53

LABORER (North of N 63 Latitude Including Yakutat

D-2 and areas East and South) Group 1.....................$ 29.25 22.32 Group 2.....................$ 30.25 22.32 Group 3.....................$ 31.15 22.32 Group 3A....................$ 34.43 22.32 Group 3B....................$ 35.26 22.32

LABORERS CLASSIFICATIONS

GROUP 1: Asphalt Workers (shovelman, plant crew); Brush Cutters; Camp Maintenance Laborer; Carpenter Tenders; Choke Setters, Hook Tender, Rigger, Signalman; Concrete Laborer(curb and gutter, chute handler, grouting, curing, screeding);

Crusher Plant Laborer; Demolition Laborer; Ditch Diggers; Dump Man; Environmental Laborer, hazardous and toxic waste, oil spill); Fence Installer; Fire Watch Laborer; Flagman; Form Strippers; General Laborer; Guardrail Laborer, Bridge Rail Installers; Hydro-Seeder Nozzleman; Landscape or Planter;

Laying of Mortarless Decorative Block (retaining walls, flowered decorative block 4 feet and below); Material Handlers; Pneumatic or Power Tools; Portable or Chemical Toilet Serviceman; Pump Man or Mixer Man; Railroad Track Laborer; Sandblast, Pot Tender; Saw Tenders; Slurry Work;

Stake Hopper; Steam Point or Water Jet Operator; Utiliwalk, Utilidor Laborer.

GROUP 2: Burning and Cutting Torch; Cement or Lime Dumper or Handler (sack or bulk); Choker Splicer; Chucktender (wagon, airtrack and hydraulic drills); Concrete Laborers (power buggy, concrete saws, pumpcrete nozzleman, vibratorman);

Culvert Pipe Laborer; Cured in place Pipelayer; Environmental Laborer (marine work); Foam Gun or Foam Machine Operator;

Gunnite Operator; Hod Carriers; Jackhammer or Pavement Breakers (more than 45 pounds);Laying of Decorative Block (retaining walls, flowered Mortarless decorative block above 4 feet); Laser instrument operator; Mason Tender and Mud Mixer (sewer work); Pilot Car; Plasterer, Bricklayer and Cement Finisher Tenders; Power Saw Operator; Railroad Switch Layout Laborer; Sandblaster; Sewer Caulkers; Sewer Plant Maintenance Man; Thermal Plastic Applicator; Timber Faller, chain saw operator, filer; Timberman

GROUP 3: Bit Grinder; Guardrail Machine Operator; High Rigger and tree topper; High Scaler; Multiplate; Slurry Seal Squeegee Man; camera/tool/video operator, plastic welding.

GROUP 3A: Asphalt Raker, Asphalt Belly dump lay down; Drill Doctor (in the field); Drillers (including, but not limited

D-3 to, wagon drills, air track drills; hydraulic drills);

Powderman; Pioneer Drilling and Drilling Off Tugger (all type drills); Pipelayers.

GROUP 3B: Grade checker.

LABORER (South of N 63 Latitude Excluding Yakutat and areas East and South) Group 1.....................$ 29.25 22.32 Group 2.....................$ 30.25 22.32 Group 3.....................$ 31.15 22.32 Group 3A....................$ 34.43 22.32 Group 3B....................$ 35.26 22.32

LABORERS CLASSIFICATIONS

GROUP 1: Asphalt Workers (shovelman, plant crew); Brush Cutters; Camp Maintenance Laborer; Carpenter Tenders; Choke Setters, Hook Tender, Rigger, Signalman; Concrete Laborer(curb and gutter, chute handler, grouting, curing, screeding);

Crusher Plant Laborer; Demolition Laborer; Ditch Diggers; Dump Man; Environment al Laborer, hazardous and toxic waste, oil spill); Fence Installer; Fire Watch Laborer; Flagman; Form Strippers; General Laborer; Guardrail Laborer, Bridge Rail Installers; Hydro-Seeder Nozzleman; Landscape or Planter;

Laying of Mortarless Decorative Block (retaining walls, flowered decorative block 4 feet and below); Material Handlers; Pneumatic or Power Tools; Portable or Chemical Toilet Serviceman; Pump Man or Mixer Man; Railroad Track Laborer; Sandblast, Pot Tender; Saw Tenders; Slurry Work;

Stake Hopper; Steam Point or Water Jet Operator; Utiliwalk, Utilidor Laborer.

GROUP 2: Burning and Cutting Torch; Cement or Lime Dumper or Handler (sack or bulk); Choker Splicer; Chucktender (wagon, airtrack and hydraulic drills); Concrete Laborers (power buggy, concrete saws, pumpcrete nozzleman, vibratorman);

Culvert Pipe Laborer; Cured in place Pipelayer; Environmental Laborer (marine work); Foam Gun or Foam Machine Operator;

Gunnite Operator; Hod Carriers; Jackhammer or Pavement Breakers (more than 45 pounds);Laying of Decorative Block (retaining walls, flowered Mortarless decorative block above 4 feet); Laser instrument operator; Mason Tender and Mud Mixer (sewer work); Pilot Car; Plasterer, Bricklayer and Cement Finisher Tenders; Power Saw Operator; Railroad Switch Layout Laborer; Sandblaster; Sewer Caulkers; Sewer Plant Maintenance Man; Thermal Plastic Applicator; Timber Faller, chain saw

D-4 operator, filer; Timberman

GROUP 3: Bit Grinder; Guardrail Machine Operator; High Rigger and tree topper; High Scaler; Multiplate; Slurry Seal Squeegee Man; camera/tool/video operator, plastic welding.

GROUP 3A: Asphalt Raker, Asphalt Belly dump lay down; Drill Doctor (in the field); Drillers (including, but not limited to, wagon drills, air track drills; hydraulic drills);

Powderman; Pioneer Drilling and Drilling Off Tugger (all type drills); Pipelayers.

GROUP 3B: Grade checker.

PAINTER (North of N 63 Latitude Including Yakutat and areas East and South) Brush and Roller............$ 29.85 19.48 Sandblast, Spray, and Structural..................$ 30.37 19.48

PAINTER (South of N 63 Latitude) Brush, Roll and Spray.......$ 28.09 19.23 Sandblast and Structural....$ 29.44 19.23

Piledriver Piledriver, Sheet Stabber...$ 36.59 22.59 Piledriver-Welder...........$ 37.59 22.59

PLUMBER/PIPEFITTER (First Judicial District)...............$ 36.02 25.62

PLUMBER/PIPEFITTER (North of N 63 Latitude Including Yakutat and areas East and South)...........................$ 39.96 20.70

PLUMBER/PIPEFITTER (South of N 63 Latitude)...................$ 38.46 20.74

POWER EQUIPMENT OPERATOR:

Group 1.....................$ 38.28 19.85 Group 1A....................$ 40.04 19.85 Group 2.....................$ 37.51 19.85 Group 3.....................$ 36.79 19.85 Group 4.....................$ 30.58 19.85

D-5

POWER EQUIPMENT OPERATOR CLASSIFICATIONS

GROUP 1: Asphalt Roller; Back Filler; Barrier Machine (Zipper).; Beltcrete with power pack and similar conveyors;

Bending Machine; Boat Coxwains; Bulldozers; Cableways, Highlines and Cablecars; Cleaning Machine; Coating Machine;

Concrete Hydro Blaster; Cranes-45 tons and under or 150 foot boom and under (including jib and attachments): (a) Hydralifts or Transporters, all track or truck type,(b) Derricks;

Crushers; Deck Winches-Double Drum; Ditching or Trenching Machine (16 inch or over); Drilling Machines, core, cable, rotary and exploration; Finishing Machine Operator, concrete paving, Laser Screed, sidewalk, curb and gutter machine;

Helicopters; Hover Craft, Flex Craft, Loadmaster, Air Cushion, All Terrain Vehicle, Rollagon, Bargecable, Nodwell Sno Cat;

Hydro Ax: Feller Buncher and similar; Loaders: Forklifts with power boom and swing attachment, Overhead and front end, 2 1/2 yards through 5 yards, Loaders with forks or pipe clamps, Loaders, elevating belt type, Euclid and similar types;

Mechanics, Bodyman; Micro Tunneling Machine; Mixers: Mobile type w/hoist combination; Motor Patrol Grader; Mucking Machines: Mole, Tunnel Drill, Horizontal/Directional Drill Operator, and/or Shield; Operator on Dredges; Piledriver Engineers, L. B. Foster, Puller or similar Paving Breaker;

Plant Operator (Asphalt & Concrete), Power Plant, Turbine Operator, 200 k.w. and over (power plants or combination of power units over 300 k.w.); Scrapers-through 40 yards; Service Oiler/Service Engineer; Sidebooms-under 45 tons; Shot Blast Machine; Shovels, Backhoes, Excavators with all attachments, and Gradalls (3 yards and under); Spreaders, Blaw Knox, Cedarapids, Barber Greene, Slurry Machine; Sub-grader (Gurries, Reclaimer and similar types); Tack tractor; Truck mounted Concrete Pumps, Conveyor, Creter; Water Kote Machine;

Unlicensed off road hauler

GROUP 1A: Cranes-over 45 tons or 150 foot (including jib and attachments): (a) Clamshells & Draglines (over 3 yards), (b) Tower cranes; Loaders over 5 yds.;Certified Welder, Mechanic (over 10,000 hours); Motor Patrol Grader, Dozer, Grade Tractor (finish: when finishing to final grade and/or to hubs, or for asphalt); Power Plants: 1000 k.w. and over; Quad; Screed;

Shovels, Backhoes, Excavators with all attachments (over 3 yards); Sidebooms over 45 tons; Slip Form Paver C.M.I. and similar types; Scrapers over 40 yards; Camera/Tool/Video Operator (Slipline).

GROUP 2: Batch and Mixer 200 yds. per hour and under; Boiler-

D-6 fireman; Cement Hog and Concrete Pump Operator; Conveyors (except as listed in group 1); Hoist on steel erection;

Towermobiles and Air Tuggers; Horizontal/Directional Drill Locator;Grade Technician; Loaders, Elevating Grader, Dumor and similar; Locomotives: rod and geared engines; Mixers;

Screening, Washing Plant; Sideboom (cradling rock drill regardless of size); Skidder; Trencing Machine under 16 inches.

GROUP 3: "A" Frame Trucks, Deck Winches; Bombardier (tack or tow rig); Boring Machine; Brooms-power; Bump Cutter;

Compressor; Farm tractor; Forklift, industrial type; Gin Truck or Winch Truck with poles when used for hoisting; Grade Checker and Stake Hopper; Hoist, Air Tuggers, Elevators;

Loaders: (a) Elevating-Athey, Barber Green and similar types

(b) Forklifts or Lumber Carrier (on construction job site)

(c) Forklifts with Tower (d) Overhead and Front-end, under 2 1/2 yds. Locomotives:Dinkey (air, steam, gas and electric) Speeders; Mechanics (light duty); Oil, Blower Distribution;

Post Hole Diggers, mechanical; Pot Fireman (power agitated);

Power Plant, Turbine Operator, under 200 k.w.; Pumps-water;

Roller-other than Asphalt; Saws, Concrete; Skid Hustler; Skid Steer with all attachments; Straightening Machine; Tow Tractor

GROUP 4: Crane Assistant Engineer/Rig Oiler; Drill Tender;

Parts & Equipment Coordinator; Spotter; Steam Cleaner; Swamper (on trenching machines or shovel type equipment)

TRUCK DRIVER

Group 1.....................$ 38.89 18.57 Group 1A....................$ 40.16 18.57 Group 2.....................$ 37.63 18.57 Group 3.....................$ 36.81 18.57 Group 4.....................$ 36.23 18.57 Group 5.....................$ 35.47 18.57 GROUP 1: Semi with Double Box Mixer; Dump Trucks (including rockbuggy and trucks with pups) over 40 yards up to and including 60 yards; Deltas, Commanders, Rollogans and similar equipment when pulling sleds, trailers or similar equipment;

Lowboys including attached trailers and jeeps, up to and including 12 axles; Ready-mix over 12 yards up to and including 15 yards); Water Wagon (250 Bbls and above);

Tireman, Heavy Duty/Fueler

GROUP 1A: Dump Trucks (including Rockbuggy and Trucks with pups) over 60 yards up to and including 100 yards; Jeeps (driver under load)

D-7

GROUP 2: Turn-O-Wagon or DW-10 not self-loading; All Deltas, Commanders, Rollogans, and similar equipment; Mechanics; Dump Trucks (including Rockbuggy and Trucks with pups) over 20 yards up to and including 40 yards; Lowboys including attached trailers and jeeps up to and including 8 axles; Super vac truck/cacasco truck/heat stress truck; Ready-mix over 7 yards up to and including 12 yards; Stringing truck; Partsman

GROUP 3: Dump Trucks (including Rockbuggy and Trucks with pups) over 10 yards up to and including 20 yards; batch trucks 8 yards and up; Oil Distributor Drivers; Trucks/Jeeps (push or pull); Traffic Control Technian; Geaser-shop; thermal, plastic lay out tech.

GROUP 4: Buggymobile; Semi or Truck and trailer; Dumpster;

Tireman (light duty); Dump Trucks (including Rockbuggy and Truck with pups) up to and including 10 yards; Track Truck Equipment; Grease Truck; Flat Beds, dual rear axle; Hyster Operators (handling bulk aggregate); Lumber Carrier; Water Wagon, semi; Water Truck, dual axle; Gin Pole Truck, Winch Truck, Wrecker, Truck Mounted "A" Frame manufactured rating over 5 tons; Bull Lifts and Fork Lifts with Power Boom and Swing attachments, over 5 tons; Front End Loader with Forks;

Bus Operator over 30 passengers; All Terrain Vehicles; Boom Truck/Knuckle Truck over 5 tons; Foam Distributor Truck/dual axle; Hydro-seeders, dual axle; Vacuum Trucks, Truck Vacuum Sweepers; Loadmaster (air and water); Air Cushion or similar type vehicle; Fire Truck/Ambulance Driver; Combination Truck-fuel and grease; Compactor (when pulled by rubber tired equipment); Ready Mix, up to and including 7 yards;

GROUP 5: Gravel Spreader Box Operator on Truck; Flat Beds, single rear axle; Boom Truck/Knuckle Truck up to and including 5 tons; Pickups (Pilot Cars and all light duty vehicles);

Water Truck (Below 250 Bbls); Gin Pole Truck, Winch Truck, Wrecker, Truck Mounted "A" Frame, manufactured rating 5 tons and under; Bull Lifts and Fork Lifts (fork lifts with power broom and swing attachments up to and including 5 tons);

Buffer Truck; Tack Truck; Farm type Rubber Tired Tractor (when material handling or pulling wagons on a construction project); Foam Distributor, single axle; Hydro-Seeders, single axle; Fuel Handler (station/bulk attendant); Batch Truck, up to and including 7 yards; Gear/Supply Truck; Bus Operator, Up to 30 Passengers; Rigger/Swamper

D-8

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is union or non-union.

Union Identifiers

An identifier enclosed in dotted lines beginning with characters other than "SU" denotes that the union classification and rate have found to be prevailing for that classification. Example: PLUM0198-005 07/01/2011. The first four letters , PLUM, indicate the international union and the four-digit number, 0198, that follows indicates the local union number or district council number where applicable , i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination.

The date, 07/01/2011, following these characters is the effective date of the most current negotiated rate/collective bargaining agreement which would be July 1, 2011 in the above example.

Union prevailing wage rates will be updated to reflect any changes in the collective bargaining agreements governing the rates.

0000/9999: weighted union wage rates will be published annually each January.

D-9

Non-Union Identifiers

Classifications listed under an "SU" identifier were derived from survey data by computing average rates and are not union rates; however, the data used in computing these rates may include both union and non-union data. Example: SULA2004-007 5/13/2010. SU indicates the rates are not union majority rates, LA indicates the State of Louisiana; 2004 is the year of the survey; and 007 is an internal number used in producing the wage determination. A 1993 or later date, 5/13/2010, indicates the classifications and rates under that identifier were issued as a General Wage Determination on that date.

Survey wage rates will remain in effect and will not change until a new survey is conducted.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

D-10

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

F-21

Special Contract Requirements Project: AK IRR WRAN 2012(1), Weber Street Reconstruction

03USC01/01/04

Section 625. — TURF ESTABLISHMENT

Construction Requirements

625.03 General. Delete the text of this Subsection and substitute the following:

Apply turf establishment to finished slopes between May 15th and August 15th. Apply the seed at the rate of 1 pound live seed per 25 yd2. Do not apply turf establishment during windy weather or when the ground is excessively wet, frozen, snow covered, extremely dry, cloddy, hard pan, or not friable.

625.06 Fertilizing. Delete this Subsection.

625.07 Seeding. Delete the text of this Subsection and substitute the following:

Rake the area before sowing seed, spread grass seed by hand or with a spreader. If spreader is use, only use half of seed in one direction then spread the other half of the seed at 90 degree from original direction. Rake soil lightly to cover seeds.

625.08 Mulching. Delete the text of this Subsection and substitute the following:

Apply mulch within 48 hours after seeding by the following method:

Apply peat moss or mature compost by hand. The application technique shall create a uniform depth of 0.5 inch. The mulch shall be applied uniformly through which 100 percent of the original ground is covered by mulch.

03USC01/28/13

Section 633. — PERMANENT TRAFFIC CONTROL

Construction Requirements

633.04 Supports. Add the following:

Fabricate sign supports from galvanized steel, or corrosion resistant steel or combination thereof.

633.05 Panels. Add the following:

Fabricate sign panels from aluminum.

Revised by Amendment A003

Sheet and Description

SECTION C SECTION D Section E Section F Section G Section H - - - - - -

TYPICAL

SECTIONS

PLAN &

PROFILE

EROSION

CONTROL

DRAINAGE

TEMP

TRAFFIC

CONTROL

PERM

TRAFFIC

CONTROL

ALLOWANC

E

Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM All ALL

A0060 15301-0010 CONTRACTOR QUALITY CONTROL

AND ASSURANCE LPSM All ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM All ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM All ALL

A0120 15705-0100 SOIL EROSION CONTROL, SILT

FENCE LNFT 1,000 100 1,100

A0140 15705-1500 SOIL EROSION CONTROL,

SEDIMENT WATTLE LNFT 540 60 600

A0160 15706-1000 SOIL EROSION CONTROL, INLET

PROTECTION EACH 13 13

A0180 20101-0000 CLEARING AND GRUBBING ACRE 0.1 0.1

A0200 20220-1000 REMOVAL, INDIVIDUAL TREE EACH 2 2

A0220 20301-2400 REMOVAL OF SIGN EACH 3 3

A0240 20302-0500 REMOVAL OF CURB, CONCRETE LNFT 53 53

A0260 20401-0000 ROADWAY EXCAVATION CUYD 729 71 800

A0280 20410-0000 SELECT BORROW CUYD 396 396

A0300 30801-2000 ROADWAY AGGREGATE, METHOD 2 CUYD 98 22 120

A0320 50102-0300 PLAIN RIGID PAVEMENT, 6-INCH

DEPTH, TYPE C

SMOOTHNESS/ROUGHNESS

(FIBER-REINFORCED) SQYD 756 54 810

A0340 60401-0000 MANHOLE (STORMDRAIN MANHOLE

FRAME AND GRATE DETAILS) EACH 5 5

A003 A0350 60401-0000 MANHOLE (48 " STORMDRAIN) EACH 5 5

A003 A0360 60402-0000 MANHOLE (48 " STORMDRAIN) LNFT 5 5

A0380 60403-0000 INLET (TYPE A INLET BOX) EACH 7 7

A0400 60405-0000 MANHOLE ADJUSTMENT EACH 1 1

A0420 60409-0000 INLET TOP, METAL GRATE (CURB

INLET BOX FRAME AND GRATE) EACH 7 7

A0440 60417-0000 CLEANOUT (ADJUST SEWER

CLEANOUT) EACH 6 6

A0460 60510-1100 12-INCH COLLECTOR PIPE

(CORRUGATED POLYETHYENE) LNFT 326 326

A0480 60902-0500 CURB AND GUTTER, CONCRETE,

7-INCH DEPTH LNFT 697 29 726

A0500 61108-1000 ADJUST WATER VALVE EACH 11 11

MileStone: Amendment A003 Amendment Review Date: In Progress Report Date: 01/10/14

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A -J a n -2

:1 A

M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

C

U se rs \t o d d .b ro ck m a n n \D es kt o p su m m a ry

-w fl .x ls m

]S h ee t

STATE PROJECT

IRR WRAN 2012(1) B.1 AK

NUMBER

SHEET

10.4 x 16

60401 60401 60403 60405 60409 60510 61108 61108 64603 -0000 -0000 -0000 -0000 -0000 -1100 -1000 -4000 -1800

SIDE SIDE

RIM

ELEVATION

INVERT

ELEVATION

(IN)

INVERT

ELEVATION

(OUT)

Manhole (Stormdrain

Manhole Frame and

Grate Details)

(EACH)

Manhole (48"Stormd rain)

(EACH)

Inlet (Type A Inlet Box)

(EACH)

Manhole Adjustment

(EACH)

Inlet Top, Metal Grate (Curb Inlet Box Frame and Grate)

(EACH)

12-Inch Collector Pipe (Corrugated

Polyethylene)

Adjust Water Valve

(EACH)

Adjust Valve Box

(Sewer)

(EACH)

Fixture, Roof Drain Connection

(EACH)

S-1 10+30.71 -8.21 LT 63.76 61.00 61.00 1 1 See Note 2, 4, and 7 P-1 10+41.32 -5.36 LT 10+30.71 -8.21 LT 62.01 61.00 10 S-2 to S-1 S-2 10+41.32 -5.36 LT 64.51 62.01 62.01 1 1 See Note 2 and 4 P-2 10+49.80 0.00 RT 10+41.32 -5.36 LT 62.22 62.01 10 S-3 to S-4 S-3 10+49.80 0.00 RT 65.42 62.32 62.22 1 1 See Note 1 and 3.

P-3 11+91.00 0.00 RT 10+49.80 0.00 RT 75.06 62.32 141 S-4 to S-3 S-4 11+91.00 0.00 RT 78.26 75.16 75.06 1 1 See Note 1 and 3.

P-4 11+95.21 9.32 RT 11+91.00 0.00 RT 75.50 75.16 10 S-5 to S-4 S-5 11+95.21 9.32 RT 78.00 75.50 1 1 See Note 2 and 4 P-5 11+95.21 -5.36 LT 11+91.00 0.00 RT 76.06 75.16 6 S-6 to S-4 S-6 11+95.21 -5.36 LT 78.56 76.06 1 1 See Note 2 and 4 S-7 20+20.55 -2.50 LT 98.90 95.70 95.70 1 1 See Note 1 and 3 and 6.

P-6 20+26.05 -6.36 LT 20+20.55 -2.50 LT 96.75 95.80 6 S-8 to S-7, See Note 5 S-8 20+26.05 -6.36 LT 99.25 96.75 1 1 See Note 2, 4 and 5.

P-7 20+26.05 9.50 RT 20+20.55 -2.00 LT 97.38 97.38 5 Extend existing 6" pvc pipe/12" CPE to S-9 S-9 20+26.05 9.50 RT 99.17 97.38 Relocate exist Inlet/grate, connect to exist 6" and 12" pipe P-8 20+83.55 -2.50 LT 20+20.55 -3.50 LT 104.54 95.80 62 S-10 to S-7

S-10 20+83.55 -2.50 LT 107.74 104.64 104.54 1 1 See Note 1 and 3 P-9 21+43.34 -2.50 LT 20+83.55 -2.50 LT 115.00 104.64 58 S-11 to S-10

S-11 21+43.34 -2.50 LT 118.19 115.10 115.00 1 1 See Note 2, 4, and 7 P-10 21+48.64 -6.36 RT 21+43.34 -2.50 LT 116.50 115.10 12 S-12 to S-11 S-12 21+48.64 -6.36 RT 118.90 116.50 1 1 See Note 2 and 4 P-11 21+48.64 9.36 RT 21+43.34 -2.50 LT 116.35 115.10 6 S-13 to S-11 S-13 21+48.64 9.36 RT 118.85 116.35 1 1 See Note 2 and 4

11+97 4.00 RT 1

11+62.00 -4.32 LT 1

12+20.00 -5 LT 1

12+90.00 5 RT 1

12+91.00 -5 LT 1

13+32.00 7.5 RT 1

20+35.00 -9 LT 1

20+78.00 7.5 RT 1

CUMULATIVE TOTAL 5 5 7 1 7 326 7 0 0

NOTE:

1. Use Alaska DOT&PF Standard Drawings Manual D-22.01 (Stormdrain Manhole Frame & Grate Details) Aluminum

2. Use Alaska DOT&PF Standard Drawings Manual D-24.00 (Inlet Frame and Grates) Revised by Amendment 0003 Aluminized steel

3. Use Alaska DOT&PF Standard Drawings Manual D-35.00 (Manholes, Frame and Cover) Concrete

4. Use Alaska DOT&PF Standard Drawings Manual D-26.02 (Type "A" Inlet Boxes) Galvanized steel

5. Install 45 degree elbow Plastic

6. Connect to existing 12" CPE Any appropriate material

7. Connect to existing 18" CPE Any appropriate material except __

REMARKSSTRUCTURE

NUMBER

STATION OFFSET STATION OFFSET

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

Note: The quantities shown hereon are approximate and are subject to field adjustments.

STATE PROJECT

F.1 c:

\m yf ile s\ p w p ro d u ct io n \d w ra n m a.

xl s] U

S C u st om ar y -J an -2

:5 P

M R

M ea do w s 4/

J.

N ei gh ho rn

4/

D es ig n ed b y:

C h ec ke d b y:

NUMBER

SHEET

IRR WRAN 2012(1)AK

10.4 x 16

60401 60401 60403 60405 60409 60510 60417 61108 64603 -0000 -0000 -0000 -0000 -0000 -1100 -0000 -4000 -1800

SIDE SIDE

RIM

ELEVATION

INVERT

ELEVATION

(IN)

INVERT

ELEVATION

(OUT)

Manhole (Stormdrain

Manhole Frame and

Grate Details)

(EACH)

Manhole (48"Stormd rain)

(EACH)

Inlet (Type A Inlet Box)

(EACH)

Manhole Adjustment

(EACH)

Inlet Top, Metal Grate (Curb Inlet Box Frame and Grate)

(EACH)

12-Inch Collector Pipe (Corrugated

Polyethylene)

Cleanout (adjust sewer cleanout)

Adjust Valve Box

(Sewer)

(EACH)

Fixture, Roof Drain Connection

(EACH)

0 0 0 0 5 5 7 1 7 326 7 0 0

21+22.00 8.90 RT 1

21+39.00 -9.00 LT 1

21+52.00 7.40 RT 1

21+86.00 -8.70 LT 1

20+27.00 -9.00 LT 1

20+64.00 8.90 RT 1

21+18.00 9.00 RT 1

21+20.00 -9.00 LT 1

21+56.00 9.30 RT 1

21+86.00 4.40 RT 1

12+01.00 -9.50 LT 1 Connect to inlet S-6, approx. length 12' 11+52.00 5.50 RT 1 Connect to 12"collector pipe, approx length 13' 11+52.00 -9.50 LT 1 Connect to 12"collector pipe, approx length 10' 20+81.00 9.75 RT 1 Connect to 12"collector pipe, approx length 10' 21+16.00 -9.75 LT 1 Connect to 12"collector pipe, approx length 14' 21+71.00 9.75 RT 1 Connect to inlet S-12, approx. length 24'

PROJECT TOTAL 5 5 7 1 7 326 11 6 6

Aluminum Aluminized steel Concrete

Revised by Amendment 0003 Galvanized steel Plastic Any appropriate material Any appropriate material except __

SUBTOTAL FROM SHEET F.1

PAY ITEM NUMBER

REMARKSSTRUCTURE

NUMBER

STATION OFFSET STATION OFFSET

TABULATION OF DRAINAGE QUANTITIES

Note: The quantities shown hereon are approximate and are subject to field adjustments.

STATE PROJECT

F.2 c:

\m yf ile s\ p w p ro d u ct io n \d w ra n m a.

xl s] U

S C u st om ar y (2

-J an -2

:0 P

M R

M ea do w s 4/

J.

N ei gh ho rn

4/

D es ig n ed b y:

C h ec ke d b y:

NUMBER

SHEET

IRR WRAN 2012(1)AK