TRANSPORTATION PROJECT SCHEDULING WORKSHEET PRODUCTION RATES - ENGLISH PRODUCTION RATES ARE AVERAGE VALUES. RATE MODIFICATIONS MAY BE NECESSARY TO MEET SPECIFIC PROJECT CONDITIONS. USER ASSUMES ALL RESPOSIBILITY FROM USE AND/OR MODIFICATION OF THESE RATES.
Work Item
Quantity (User input)
Unit
Production Days Rate (Calculated)
MOBILIZATION AND TRAFFIC CONTROL Barrier, Temporary
Lin. Ft.
3,001
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CY 20 Lin. Ft. 8 SY 6,209 Lin. Ft. 2,001 Lin. Ft. 754 CY 1,144 CY 650 CY 2,198 CY 2,353 CY 3,600 CY 99 CY 1,120 CY 1,503 SF 8,070 CY 2,777 CY 1,667 CY 63 SY 172 Lin. Ft. 121 Category Total:
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CY 157 CY 21 Lin. Ft. 148 Lin. Ft. 148 Lin. Ft. 98 Lin. Ft. 69 Lin. Ft. 49 Lin. Ft. 200 Each 2 Each 2 Each 2 Each 5 Category Total:
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ROADWORK Removal, Concrete Removal, Concrete Curb & Gutter Pavement Removal Pavement Cutting (AC) Pavement Cutting (PCC) Foundation Excavation Excavation, Channel Embankment Excavation (Highway Trucks) Excavation (Scrapers) Excavation, Rock Granular Embankment, Special Stone Embankment Subgrade Stabilization (1'-8" Average Depth) Cement Treated Base (Max) Cement Treated Base (Min) Riprap Riprap, Concrete Pipe Removal
DRAINAGE AND SEWERS -Trench and Backfill -Trench and Backfill - low production -Storm Sewer (1' - 2' dia) Pipe under pavement -Storm Sewer (2' + dia) -Storm Sewer in Rock (Max) -Storm Sewer in Rock (Min) -Storm Sewers drywells, New Inlets, New Manholes, New Inlets, Adjust
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TRANSPORTATION PROJECT SCHEDULING WORKSHEET BRIDGES AND STRUCTURES Holes Drilled, Concrete 4" dia Piles, Driving Concrete Piles, Driving Steel Piles, Driving Timber Reinforcement (Substructure) Reinforcement (Superstructure) Structural Concrete, Lightweight Class 1 Deck Preparation Structure Steel, Erecting Handrail, Erecting Handrail, Metal Handrail, Aluminum Rail, Type F - Pour Concrete Membrane Waterproofing Wall, MSE (Max) Wall, MSE (Min) Walls, Bin (Add 1/2 Day for Backfill) Walls, Sound - Block Masonry Walls, Sound - Block Masonry Footing(Exc.,Form, Pour) Walls, Sound - Post & Panel (8' x 8' Max) Walls, Sound - Post & Panel(8' x 8' Min) Microsilica Overlay( 3" Deep)
Each 150 Lin. Ft. 249 Lin. Ft. 351 Lin. Ft. 298 Lbs 2,500 Lbs 5,001 CY 10 SF 4,304 Lbs 25,005 Lin. Ft. 79 Lin. Ft. 79 Lin. Ft. 79 Lin. Ft. 295 SF 495 SF 1,076 SF 215 Lin. Ft. 26 SF 1,614 Lin. Ft. 492 Lin. Ft. 800 Lin. Ft. 492 SF 6,994 Category Total:
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SF 126,538 SF 72,307 CY 2,778 CY 2,778 TONS 1,485 CY 399 CY 481 CY 399 CY 3,472 CY 2,083 Category Total:
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SF SF TONS TONS Days Lin. Ft. SF Lin. Ft. SF SF
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BASES Cold Plane Pavement Removal (Max) Cold Plane Pavement Removal (Min) Aggregate Base Aggregate Shoulder Chip Seal (Add 1 Day to Broom) Rock Production (1/2"-3/8") Rock Production (3/4"-0) Rock Production (3/8"-#10) Rock Production (Max) Rock Production (Min)
WEARING SURFACES Recycling, Cold In Place Recycling, Hot In Place A.C. Paving (Max.) A.C. Paving (Min.) Mix Design (AC) Paved Ditch Concrete Pavement, Continuously Reinforced PCC Reinf. PCC Pavement, Unreinf. 6" (Max) PCC Pavement, Unreinf. 6" MM (Min)
317,420 166,780 1,980 1,320 28 298 2,195 1,476 56,490 32,280
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TRANSPORTATION PROJECT SCHEDULING WORKSHEET Curb & Gutter, Concrete Curb, Concrete (3 Day Minimum, Cure 1 Week) Sidewalks, Concrete Pavers, Unit (Max.) See Means Data
Lin. Ft. 298 Lin. Ft. 1,000 SF 1,076 SF 247 Category Total:
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PERMANENT TRAFFIC CONTROL AND GUIDANCE DEVICES Guard Rail (3 Day Minimum) Barrier, Permanent Delineators Pavement Marking Symbol, Thermoplastic Pavement Marking, Thermoplastic Pavement Marking, Permanent Painted
Lin. Ft. 1,000 Lin. Ft. 1,000 Each 500 SF 43 Lin. Ft. 14,996 Lin. Ft. 20,008 Category Total:
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PERMANENT TRAFFIC CONTROL AND ILLUMINTATION SYSTEMS Signs Illuminaire Poles (Manufacture & Test) Signal Conduit, Laying Signal Construction (1 Signal) Signal Construction (2 Signals) Signal Construction (3 Signals) Signal Construction (4 Signals) Signal Construction (5 Signals) Signal Poles (Manufacture & Testing) Traffic Signal Head Alterations Traffic Signal Posts Traffic Signal Posts, Relocate Existing
SF 355 Days 120 Lin. Ft. 374 Days 45 Days 70 Days 90 Days 110 Days 130 Days 120 Each 4 Each 4 Each 4 Category Total:
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CY 350 SF 904 Each 22 Each 2,000 Each 17 Each 300 Lin. Ft 200 Lin. Ft 492 Each 10 Category Total:
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TONS TONS SF TONS GAL Lbs
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RIGHT-OF-WAY DEVELOPMENT AND CONTROL Top Soil Sodding Trees, Evergreens Trees, Seedling Trees, Shade Shrubs Fence, Chain Link Fence, Woven Wire Mail Boxes (3 Day Minimum)
OTHER Bituminous Base (Max) Bituminous Base (Min) Bituminous Concrete Base Course Widening 9" Bituminous Concrete Binder & Surface Course, Sub 1-11 Bituminous Materials Pumped Cleaning and Painting
1,980 792 1,098 524 500 10,309
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TRANSPORTATION PROJECT SCHEDULING WORKSHEET Electric Cable Excavation, Cofferdams Grading (Broken) Grading (Max) Grading (Small) Granular Backfill Gravel or Crushed Stone Base Course Gravel or Crushed Stone Shoulders Gravel or Crushed Stone Surface Course Gutter, Concrete Median Surface (Concrete) Mix Design (CTB) Mix Design (PCC) Patching, Cold 2" Pavement Marking, Durastripe Non-Profile Inlaid Pavement Marking, Durastripe Non-Profile Overlay Pavement Removal and Replacement PCC Base Course PCC Base course Widening PCC Driveway PCC Stringline Pipe Underdrains Qualify Pit Rail Demolition (Std. Dwg. BR280) Rail Retrofit - Drill holes & place steel (Std. Dwg. BR280) Rail, Type F, Tie Steel Cages (Std. Dwg. BR280) Right of Way Markers, Erecting
Lin. Ft. 2,499 CY 74 CY 601 CY 1,961 CY 784 CY 299 CY 1,120 CY 1,120 CY 1,120 Lin. Ft. 499 SF 3,002 Days 21 Days 35 SF 3,002 Lin. Ft. 2,640 Lin. Ft. 10,562 SF 75 SF 2,195 SF 1,194 SF 97 Lin. Ft. 8,178 Lin. Ft. 499 Days 25 Lin. Ft. 33 Lin. Ft. 16 Lin. Ft. 98 Each 30 Category Total:
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TRANSPORTATION PROJECT SCHEDULING WORKSHEET PRODUCTION RATES - METRIC PRODUCTION RATES ARE AVERAGE VALUES. RATE MODIFICATIONS MAY BE NECESSARY TO MEET SPECIFIC PROJECT CONDITIONS. USER ASSUMES ALL RESPOSIBILITY FROM USE AND/OR MODIFICATION OF THESE RATES.
Work Item
Quantity (User input)
Unit
Production Days Rate (Calculated)
MOBILIZATION AND TRAFFIC CONTROL Barrier, Temporary
M
915
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M3 M M2 M M M3 M3 M3 M3 M3 M3 MG M3 M2 MG MG M3 M2 M
15 244 577 610 230 875 497 1,682 1,800 3,600 76 726 1,150 750 1,800 1,080 48 16 37 Category Total:
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M3 M3 M M M M M M Each Each Each Each
120 16 45 45 30 21 15 61 2 2 2 5 Category Total:
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ROADWORK Removal, Concrete Removal, Concrete Curb & Gutter Pavement Removal Pavement Cutting (AC) Pavement Cutting (PCC) Foundation Excavation Excavation, Channel Embankment Excavation (Highway Trucks) Excavation (Scrapers) Excavation, Rock Granular Embankment, Special Stone Embankment Subgrade Stabilization (500 MM Average Depth) Cement Treated Base (Max) Cement Treated Base (Min) Riprap - 1.375 Mg/M3 Riprap, Concrete Pipe Removal
DRAINAGE AND SEWERS -Trench and Backfill -Trench and Backfill - low production -Storm Sewer (300MM-600MM) Pipe under pavement -Storm Sewer (660MM +) -Storm Sewer in Rock (Max) -Storm Sewer in Rock (Min) -Storm Sewers drywells, New Inlets, New Manholes, New Inlets, Adjust
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TRANSPORTATION PROJECT SCHEDULING WORKSHEET BRIDGES AND STRUCTURES Holes Drilled, Concrete 100 MM Piles, Driving Concrete Piles, Driving Steel Piles, Driving Timber Reinforcement (Substructure) Reinforcement (Superstructure) Structural Concrete, Lightweight Class 1 Deck Preparation Structure Steel, Erecting Handrail, Erecting Handrail, Metal Handrail, Aluminum Rail, Type F - Pour Concrete Membrane Waterproofing Wall, MSE (Max) Wall, MSE (Min) Walls, Bin (Add 1/2 Day for Backfill) Walls, Sound - Block Masonry (Quote from Art's Masonry) Walls, Sound - Block Masonry Footing(Exc.,Form, Pour) Walls, Sound - Post & Panel (2.4M x 2.4M)(Max) Walls, Sound - Post & Panel(2.4M x 2.4M)(Min) Microsilica Overlay(75 MM Deep)
Each M M M Kg Kg M3 M2 Kg M M M M M2 M2 M2 M M2 M M M M2
150 76 107 91 1,134 2,268 8 400 11,340 24 24 24 90 46 100 20 8 150 150 244 150 650 Category Total:
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M2 M2 MG MG MG M3 M3 M3 MG MG
11,760 6,720 1,800 1,800 1,350 305 368 305 2,250 1,350 Category Total:
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M2 M2 MG MG Days M M2 M M2 M2
29,500 15,500 1,800 1,200 28 91 204 450 5,250 3,000
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BASES Cold Plane Pavement Removal (Max) Cold Plane Pavement Removal (Min) Aggregate Base Aggregate Shoulder Chip Seal (Add 1 Day to Broom) Rock Production (9mm - 12.5mm) Rock Production (19mm-0) Rock Production (9mm-#10) Rock Production (Max) Rock Production (Min)
WEARING SURFACES Recycling, Cold In Place Recycling, Hot In Place A.C. Paving (Max.) A.C. Paving (Min.) Mix Design (AC) Paved Ditch Concrete Pavement, Continuously Reinforced PCC Reinf. PCC Pavement, Unreinf. 150 MM (Max) PCC Pavement, Unreinf. 150 MM (Min)
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TRANSPORTATION PROJECT SCHEDULING WORKSHEET Curb & Gutter, Concrete Curb, Concrete (3 Day Minimum, Cure 1 Week) Sidewalks, Concrete Pavers, Unit (Max.) See Means Data
M M M2 M2
91 305 100 23 Category Total:
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PERMANENT TRAFFIC CONTROL AND GUIDANCE DEVICES Guard Rail (3 Day Minimum) Barrier, Permanent Delineators Pavement Marking Symbol, Thermoplastic Pavement Marking, Thermoplastic Pavement Marking, Permanent Painted
M M Each M2 M M
305 305 500 4 4,572 6,100 Category Total:
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PERMANENT TRAFFIC CONTROL AND ILLUMINTATION SYSTEMS Signs Illuminaire Poles (Manufacture & Test) Signal Conduit, Laying Signal Construction (1 Signal) Signal Construction (2 Signals) Signal Construction (3 Signals) Signal Construction (4 Signals) Signal Construction (5 Signals) Signal Poles (Manufacture & Testing) Traffic Signal Head Alterations Traffic Signal Posts Traffic Signal Posts, Relocate Existing
M2 Days M Days Days Days Days Days Days Each Each Each
33 120 114 45 70 90 110 130 120 4 4 4 Category Total:
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M3 M2 Each Each Each Each M M Each
268 84 22 2,000 17 300 61 150 10 Category Total:
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MG MG M2 MG L Kg
1,800 720 102 476 1,893 22,680
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RIGHT-OF-WAY DEVELOPMENT AND CONTROL Top Soil Sodding Trees, Evergreens Trees, Seedling Trees, Shade Shrubs Fence, Chain Link Fence, Woven Wire Mail Boxes (3 Day Minimum)
OTHER Bituminous Base (Max) Bituminous Base (Min) Bituminous Concrete Base Course Widening 225mm Bituminous Concrete Binder & Surface Course, Sub 1-11 Bituminous Materials Pumped Cleaning and Painting
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TRANSPORTATION PROJECT SCHEDULING WORKSHEET Electric Cable Excavation, Cofferdams Grading (Broken) Grading (Max) Grading (Small) Granular Backfill Gravel or Crushed Stone Base Course Gravel or Crushed Stone Shoulders Gravel or Crushed Stone Surface Course Gutter, Concrete Median Surface (Concrete) Mix Design (CTB) Mix Design (PCC) Patching, Cold 50 MM Pavement Marking, Durastripe Non-Profile Inlaid Pavement Marking, Durastripe Non-Profile Overlay Pavement Removal and Replacement PCC Base Course PCC Base course Widening PCC Driveway PCC Stringline Pipe Underdrains Qualify Pit Rail Demolition (Std. Dwg. BR280) Rail Retrofit - Drill holes & place steel (Std. Dwg. BR280) Rail, Type F, Tie Steel Cages (Std. Dwg. BR280) Right of Way Markers, Erecting
M M3 M3 M3 M3 M3 MG MG MG M M2 Days Days M2 M M M2 M2 M2 M2 M M Days M M M Each
762 57 460 1,500 600 229 726 726 726 152 279 21 35 279 805 3,220 7 204 111 9 760 152 25 10 5 30 30 Category Total:
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