MINNESOTA DEPARTMENT OF TRANSPORTATION

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MINNESOTA DEPARTMENT OF TRANSPORTATION ESTIMATED PRODUCTION RATES FOR COMPUTING CONTRACT TIME

SET-UP AND MOBILIZATION

UNIT

RANGE

MOBILIZATION

LS

1 - 3 Days

CONTRACTOR SURVEY

LS

1 - 3 Days

REMOVALS

UNIT

RANGE Unit/8 HourWork Day

CONCRETE PAVEMENT

SQ YD

1000-4000

BITUMINOUS SURFACE

SQ YD

8000-12000

CLEAR AND GRUBBING

ACRE/DAY

2-4

CLEAR AND GRUBBING

TREE/DAY

15-30

LF

1000-2000

CURB AND GUTTER BRIDGE (OVER LAND)

SPAN/DAY

BRIDGE (OVER WATER)

SPAN/DAY 5-8 DAYS PER HOUSE

HOUSE (5-8 DAYS PER HOUSE)

EARTHWORK

UNIT

RANGE Unit/8 HourWork Day

COMMON & BORROW EXCAVATION** * PLASTIC (truck)

CU YD

2000-6000

* PLASTIC (scraper)

CU YD

6000-8000

* GRANULAR (truck)

CU YD

3000-8000

* GRANULAR (scraper)

CU YD

6000-10000

* RECONSTRUCTION

CU YD

2,500

* NEW CONSTRUCTION

CU YD

4000-6000

* RECONSTRUCTION

CU YD

2000-3000

MUCK EXCAVATION

CU YD

3500-5000

ROCK EXCAVATION (BLASTING)

CU YD

1500-2500

SUBGRADE EXCAVATION

** Crew Size = 9 (includes operators, trucking)

BASE MATERIALS (includes blue-tops)

UNIT

RANGE Unit/8 HourWork Day

RURAL BASE COURSE

CU YD

1000-2000

URBAN BASE COURSE

CU YD

500-1000

SHOULDERING

CU YD

500-1000

OPEN GRADED BASE

CU YD

1000-2000 Date: 7/2005

TABLE 2 (1 OF 4)

MINNESOTA DEPARTMENT OF TRANSPORTATION ESTIMATED PRODUCTION RATES FOR COMPUTING CONTRACT TIME

CONCRETE PAVEMENT

RANGE

UNIT

Unit/8 HourWork Day

SLIPFORM PAVING (24' WIDE)

MILE

0.75 - 1.50

SLIPFORM PAVING (24' WIDE)

SQ YD

10000-20000

HAND POUR

SQ YD

2000-2500 3 DAYS

CURE TIME (HIGH EARLY)

7 DAYS

CURE TIME (STANDARD MIX) CLEAN AND SEAL JOINTS

MILE/DAY

PIPE UNDERDRAIN & OUTLETS

LF

7500-9000

TYPE A

LF

2000-2500

TYPE B

LF

500-600

TYPE C

LF

200-450

TYPE D

SY

250

REPAIRS

DIAMOND GRINDING DRIVEWAYS

SY

2000

SY

100-200

Concrete Pavement Crew size is 18 (includes operators, laborers, and trucking, but not plant)

BITUMINOUS PAVEMENT

RANGE

UNIT

Unit/8 HourWork Day

SMALL PRODUCTION OR URBAN JOBS MILL BIT SURFACE

SQ YD IN

10000-15000

NON-WEARING COURSE

TONS

2000-3000

NON-WEARING COURSE

SQ YD IN

35000-55000

WEARING COURSE

TONS

2000-2500

WEARING COURSE

SQ YD IN

35000-45000

MICRO-SURFACING

TON

450

SQ YD IN

25000-35000

LARGE PRODUCTION OR RURAL JOBS MILL BIT SURFACE NON-WEARING COURSE

TONS

3000-4000

NON-WEARING COURSE

SQ YD IN

55000-70000

WEARING COURSE

TONS

2500-3500

WEARING COURSE

SQ YD IN

45000-60000

MICRO-SURFACING

TON

600

2 LANE MILES PER DAY

COLD INPLACE RECYCLING

1 LANE MILE PER DAY PER MILL

RECLAMATION (8' MILL)

2 LANE MILES PER HOUR

CHIP SEALING

1000 LBS / HOUR

ROUTE AND SEAL

DRAINAGE

UNIT

RANGE Unit/8 HourWork Day

STORM SEWER & CULVERTS <=24" STORM SEWER& CULVERTS >24"

LF

200-400

LF

75-200

RIP-RAP

SQ YD

100-200

BOX CULVERTS

POUR

5

JACKED IN PLACE PIPE

LF

20-40 3-8 PER DAY

INLET AND CATCH BASINS MANHOLES

3-5 PER DAY

JACKING PIT

3-6 DAYS PER SET-UP

Date: 7/2005

TABLE 2 (2 OF 4)

MINNESOTA DEPARTMENT OF TRANSPORTATION ESTIMATED PRODUCTION RATES FOR COMPUTING CONTRACT TIME

BRIDGE

UNIT

RANGE Unit/8 HourWork Day

NEW CONSTRUCTION 2 SPAN OVER LAND (includes all work)

90-120 DAYS

3 SPAN OVER LAND (includes all work)

120-150 DAYS

4 SPAN OVER LAND (includes all work)

120-150 DAYS 1-2 DAYS PER SUBSTRUCTURE

SUBSTRUCTURE EXCAVATION PILE DRIVING (per hammer)

LF

200-800

TEST PILE

1-2 TEST PILE PER DAY

FOOTING (with forming and cure)

2-4 DAYS PER FOOTING 3-5 DAYS EACH

COLUMNS, CAPS, ABUTMENTS (with form & cure)

6-12 BEAMS PER DAY

BEAM ERECTION SUPERSTRUCTURE (form, pour and cure)

SQ YD 9-12 DAYS PER SPAN

SPAN (form, pour and cure) PARAPET BARRIER

LF

FINISHING & PAINTING

SY

LOW SLUMP OVERLAY DECK PREPARATION

SPAN

2-3

LOW SLUMP POUR

SF

8000

TEMPORARY SHEET PILING

SF

300-800

COFFERDAM EXCAVATION

CY

75-150 2-5 DAYS EACH

COFFERDAM REHABILITATION MILL DECK (1/4")

SF

8000

MILL DECK (TYPE 1A)

SF

2000

TYPE 1 & 3 REPAIRS

SF

250

EXPANSION JOINT REPLACEMENT (w/cure)

LF

5-10

REMOVE BRIDGE DECK

SF

2000

REPLACE/WIDEN BRIDGE DECK

SF

200

RAILING RECONSTRUCTION APPROACH PANELS

LANSCAPING & FINISHING

LF

30

SQ YD

50-100

UNIT

RANGE Unit/8 HourWork Day

SEEDING AND MULCHING

ACRES

8-12

SODDING

SQ YD

2500-3000 20-40 PER DAY

TREES

Date: 7/2005

TABLE 2 (3 OF 4)

MINNESOTA DEPARTMENT OF TRANSPORTATION ESTIMATED PRODUCTION RATES FOR COMPUTING CONTRACT TIME

NOISE & RETAINING WALLS

UNIT

RANGE Unit/8 HourWork Day

CAST-IN-PLACE (PANEL ONLY)

PANEL

MSE WALL (BLOCK PLACEMENT)

SQ FT

PRE-CAST POST AND PANEL

PANEL

AESTHETIC PAINTING

PANEL

MISCELLANEOUS

UNIT

0.5-1

0.5-1

RANGE Unit/8 HourWork Day

CURB AND GUTTER

LF

1500-2000

SIDEWALK (5')

LF

2000-3000

CHAIN LINK FENCE

LF

1000-1500 1200-1700

WOVEN WIRE FENCE

LF

GUARDRAIL (PLATE BEAM)

LF

500-750

CRACK SEALING

LF

15000-20000

SET TEMPORARY BARRIER

LF

1500-2500

CAST-IN-PLACE MEDIAN BARRIER

LF

1000-1500

WATERMAIN (6-8' DEEP)

LF

500

DAY

3-5

Testing and Chlorination SANITARY SEWER (8-12")

LF

350

STRIPING (TRUCK)

LF

10000-20000

SIGNING (TYPE A)

SF

SIGNING (TYPE C & D)

SF

OVERHEAD SIGNS (w/ footing, mast, & install)

ELECTRICAL

XX DAYS PER LOCATION UNIT

CONDUIT (TRENCH)

RANGE Unit/8 HourWork Day

LF

CONDUIT (PUSHED)

LF

400

RUN ELECTRICAL WIRE IN CONDUIT

LF

500-750

TRENCH ELECTRICAL WIRE

LF

1000-1500

15 DAYS PER INTERSECTION

TRAFFIC SIGNALS BASES (FORMED)

4 - 6 PER DAY

HANDHOLES/JCT BOXES

3 - 6 PER DAY

DETECTOR LOOPS

2 - 5 PER DAY

SET POLE/LUMINAIRE

6-10 PER DAY

RELOCATE POLES

2-4 PER DAY 5-10 DAYS PER SYSTEM

INSTALL TEMPORARY SYSTEM

5 -10 PER DAY

INSTALL SIGNAL HEADS

Date: 7/2005

TABLE 2 (4 OF 4)

MINNESOTA DEPARTMENT OF TRANSPORTATION PROBABLE WORKING DAY EFFICIENCY BASED ON WEATHER

MONTH

Estimated Days

January

15

February

15

March

18

April

18

May

18

June

18

July

20

August

20

September

17

October

17

November

15

December

15

Note: The days may change slightly based on the yearly calendar. Use discretion. Date: 7/2005

TABLE 3

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MINNESOTA DEPARTMENT OF TRANSPORTATION

MINNESOTA DEPARTMENT OF TRANSPORTATION ESTIMATED PRODUCTION RATES FOR COMPUTING CONTRACT TIME SET-UP AND MOBILIZATION UNIT RANGE MOBILIZATION LS ...

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