Infrastructure Cost Data
|
|
|
- Myron Strickland
- 10 years ago
- Views:
Transcription
1 Hewitt Estimating Consultants a Division of International Project Estimating Limited Infrastructure Cost Data The Chief Estimator Software 150 Couling Crescent, Guelph Ontario, Canada, N1E-0K
2 Infrastructure Cost Database Table of Contents Master Resource File.. 3 Master Work Breakdown Structure 5 Estimate Assemblies... 7 Reference Estimate Files 15
3 Hewitt Estimating Consultants a Division of International Project Estimating Limited Chief Estimator Master Resource File The Chief Estimator Software 150 Couling Crescent, Guelph Ontario, Canada, N1E-0K
4 Chief Estimator Master Resource File This file consists of our Master Resource library, including all resource rates for the selected country and currency. The resource rates include labour rates, equipment rates, material rates and the complete master list of crews and production rates. All rates are shown in the currency of your choice. The resource data file includes approximately the following number of resource rates; 1-Labour Rates 2-Equipment Rates 3-Material Rates 4-Crews & Production Rates 400 ea 1,000 ea 5,000 ea 2,500 ea The resource rates are available in both Metric and Imperial Measurement Systems. The crew makeup (number of labour & equipment) and the crew production are set based on the author s experience of bidding infrastructure projects for over 40 years The man-hour factor of each crew is a function of the crew size and the production rate (units/hour or units/day) of the crew. The Equipment Rates includes over 1,000 equipment units. The file includes 6 types of rental rates for each listed piece of equipment including; 1-Internal Owned Used Rates 2-Internal Owned New Rates 3-Lease Rates with 48 Month Term 4-Lease Rates with 36 Month Term 5-Lease Rates with 24 Month Term 6-Short Term Rental Rates Each type of rental rate is further broken down into its component ownership and operating costs; 1-Diesel Fuel Cost 2-Gasoline Cost 3-Electric Power Cost 4-Ownership Cost 5-Parts Cost 6-Repair Labour Cost 7-Tire Cost 8-Insurance Cost Also included with each piece of equipment are the factors and formula used to calculate the equipment rates including; 1-Diesel Fuel Unit Rate 2-Gasoline Unit Rate 3-Electric Power Unit Rate 4-Mechanic Rate 5-Equipment Purchase Value 6-Fuel Consumption 7-Repair Labour Factor
5 Chief Estimator Master Work Breakdown Structure The Crew and Material Resource data covers all sections of Infrastructure Work and is organized according to the Chief Estimator Master Work Breakdown Structure including the following; 10-Site Preparation & Earthworks Site Investigation & Monitoring Erosion Control Site Access Roads Clearing & Grubbing Removals Dewatering Excavation & Backfill Earth & Dam Embankments Earth Stabilization & Protection 20-Tunnel & Shaft Excavation Shafts Tunnels Chambers 30-Sewer & Water Distribution Storm Sewers Culverts Sub-drains Sanitary Sewers Water Distribution Precast Drainage Structures Trench Support Water Detention & Storage 40-Foundations & Structures Piling & Shoring Foundation Preparation Formwork & Falsework Reinforcing Steel & Stressing Cast in Place Concrete Precast Concrete Grouting & Shotcrete Structural Steel & Metals Concrete Waterproofing 50-Paving & Site Improvements Subgrade Preparation Aggregate Base Courses Asphalt Paving Concrete Paving & Flatwork Pavement Markings Rail & Trackwork
6 50.70 Fence & Barrier Signs & Traffic Controls Landscaping & Improvements 60-Transmission & Electrical Systems Transmission Lines Electrical Distribution Electrical Equipment Electrical Lighting External Protection Safety & Security Equipment Controls & Signalling Equipment Communications Equipment Tolling Equipment 70-Pipeline & Mechanical Systems Distribution Pipeline Mechanical Pipe & Fittings Hydro Mechanical Power Generation Building Systems Process Equipment Power Equipment Conveying Systems Rolling Stock 80-Building Architectural Systems Building Enclosures Thermal & Moisture Protection Doors & Hardware Windows & Louvres Interior Finishing Counters & Cabinets Signs & Displays Fixed Accessories Furniture & Seating 90-Indirect Overhead & Supervision Site Mobilization Site Supervision General Expenses Site Services Travel & Subsistence Unallocated Costs Demobilization Bonding & Insurance Engineering Fees
7 Hewitt Estimating Consultants a Division of International Project Estimating Limited Chief Estimator Estimate Assemblies The Chief Estimator Software 150 Couling Crescent, Guelph Ontario, Canada, N1E-0K
8 Chief Estimator Cost Estimate Assemblies The cost assemblies include a detailed rate build up including the crew makeup, production rates, manhour factors as well as the labour, equipment and material rates used to generate the costs. The following is a breakdown of the assemblies that are included; Site Preparation Earth Excavation & Backfill Drill, Blast & Excavate Rock Earth & Dam Embankments Site Investigation & Monitoring Erosion Control Site Access Roads Clearing & Grubbing Removals Dewatering Earth Stabilization & Protection Hazardous Materials Topsoil Stripping Common Excavation & Fill Grade Slopes Shape Ditches Maintain Haul Roads Structural Excavation Structural Backfill Marine Excavation & Backfill Drill Blast & Excavate Quarry & Mass Rock Drill Blast & Excavate Quarry & Mass Rock Drill Blast & Excavate Heavy Civil Rock Drill Blast & Excavate Road Rock Drill Blast & Excavate Structural Rock Drill Blast & Excavate Cavern Rock Rip & Breakout Rock Engineered Earthfill Embankments Impervious Fill Embankments Rock Fill Embankments Sand & Gravel Embankments Crushed Rockfill Embankments Crushed Rockfill Embankments
9 Roller Compacted Concrete Tunnel TBM Excavation Batch Roller Compacted Concrete Convey Roller Compacted Concrete Haul Roller Compacted Concrete Haul, Spread & Compact Conveyed RCC Surface Preparation RCC Layers Supply Place Precast Blocks Cast in Place Formed Surfaces Install Wire Wall Bulkheads Grout Enriched RCC Contraction Joints Controlled Moved Joints Waterstops Insulation Precast Drainage Galleries Purchase Specialized Tunnel Equipment Purchase Tunnel Services Mobe Demobe Tunnel Operations Drive & Support Tunnels Tunnel Liner Patch & Repair Tunnel Clean Tunnel & Remove Services Mined (SEM) Tunnel Excavation Tunnel Excavation Drill & Blast Sewer & Watermains Purchase Specialized Tunnel Equipment Purchase Tunnel Services Mobe Demobe Tunnel Operations Drill Spiles & Excavate Drifts Supply Install Shotcrete Demolish Shotcrete Ribs Purchase Salvage Tunnel Equipment Mobilize Tunnel Equipment & Services Purchase Salvage Linear Plant Drive Tunnels Delay Cost Rock Faults Demobilze Tunnel Equipment & Services Clean Tunnels & Remove Services Storm Sewers Culverts Sanitary Sewers Watermains Precast Manholes & Catchbasins Trench Support
10 Piles & Caissons Shoring of Excavation (SOE) Cast in Place Concrete Driven Steel H-Piles Screwed Helical Piles Drilled Micropiles Driven Steel Tube-Piles Drilled Shafts & Caissons Precast Concrete Fabrication Highway Overpasses Lock Block Walls Shotcrete & Soil Nailing Wire Mesh Earth Walls Soldier Piles & Lagging Secant Pile Shoring with Tiebacks Shore Circular Shafts Sheetpile Cofferdams with Bracing Sheetpile Walls with Tiebacks Sunken Concrete Caisson Wharf Fill & Dental Concrete Heavy Civil & Hydro Concrete Tunnel Liner Concrete Subway Station Box Concrete Bridge & Overpass Concrete Commercial Building Concrete Industrial Plant Concrete Structural Rehabilitation Concrete Setup Casting Facilities Fabricate Formwork Cast Precast Elements Cure Precast Repair & Finish Handle Precast Deliver Precast Roadway Protection Excavation & Backfill Dewatering Driven Steel Piles Drilled Concrete Shafts Substructure Concrete Superstructure Concrete Precast Girders Structural Steel Reinforcing Steel Post-tensioning Slope Paving
11 Precast Segmental Elevated Guideways Cable Stay River Bridges Retaining Walls Heavy Civil Structures Roadway Protection Excavation & Backfill Dewatering Driven Steel Piles Drilled Concrete Shafts Substructure Concrete Precast Segment Fabrication Precast Segment Erection Superstructure Concrete Plinth Construction Reinforcing Steel Post-tensioning Barrier Rail Roadway Protection Steel Trestles Pier Cofferdams Excavation & Backfill Dewatering Driven Steel Piles Drilled Concrete Shafts Substructure Concrete Superstructure Concrete Precast Girders Structural Steel Reinforcing Steel Post-tensioning Cable Stays Slope Paving Wire Mesh Earth Walls Precast Panel Earth (MSE) Walls Cast in Place Concrete Walls Diaphram Slurry Walls Secant Pile Walls Soil Cement Walls Invert Base Slabs Spillway Piers Spillway Training Walls Spillway Rollway Slabs Intake Piers Intake Structural Block Draftube Transitions Powerhouse Walls Tailrace Slabs Second Stage Concrete Gate Guide Blockouts
12 Structural Steel Erection Batch Concrete Onsite Building Structural Steel Powerhouse Structural Steel Steel Girder Overpasses Steel Plate Girder River Bridges Suspended Orthotropic Steel Deck Steel Penstocks Miscellaneous Metals Embedded Metals Steel Trashracks Hydro Gates & Embedded Parts Industrial Equipment & Support Steel Mobilize Concrete Batch Plant Supply Cement & Flyash Supply & Process Aggregate Batch Roller Compacted Concrete Batch Conventional Concrete Deliver Concrete Demobilize Concrete Batch Plant Aggregate Base, Paving & Flatwork Subgrade Preparation Aggregate Base Courses Asphalt Paving Concrete Paving Sidewalk Curb & Gutter Precast Concrete Barrier Extruded Concrete Barrier Process Aggregates from Borrow Pits Light Rail Ballast & Track Work Develop Borrow Pit for Pitrun Dam Embankments Borrow and Screen Pitrun Granular for Dam Embankments Borrow and Process Pitrun Granular for Dam Embankments Borrow and Process Pitrun Granular for Dam Embankments Blast, Process & Deliver Roller Compacted Concrete Aggregate Borrow, Process & Deliver Road Base from Pitrun Borrow Borrow, Process, & Deliver Concrete Aggregate Trackway Grading Sub-Ballast & Drainage Lay Ballast & Track Turnouts & Special Track Work Protection Rail Floating Slabs Trench Drains Crossing Panels
13 Transmission Line Foundations Pole Foundations Steel Grillage Foundations Stub Leg Foundations Concrete Foundations Micropile Foundations Screw Pile Foundations Steel H-Pile Foundations Caisson Foundations Rock Anchors Soil Anchors Transmission Tower Erection & Line Stringing Haul & Spot Tower Steel Assemble Structures Erect Structures Shakedown Structures Helicopter Service Conductor Installation Install Midspan Sleeves and Sag Dead-End Wire Install Accessories Optical Ground Wire Installation Excavate & Lay Mainline Pipeline Prepare Right of Way Ditch Right Of Way Haul, Weld & Lay Pipe Tie In Pipe Bedding & Backfill Restore Right of Way Building Architectural Subcontract Rates Masonry Metals Wood Thermal & Moisture Protection Doors & Windows Building Finishes Specialties Equipment Furniture Conveying Equipment Building Mechanical Building Electrical Streetscape
14 Indirect Supervision, Expenses and Services Supply & Operate Camp Staff Salaries Management Offices & Expenses Craft Facilities & Expenses Site Infrastructure Site Services Equipment Facilities & Services Technical Services Administration Costs Supply Install Camp Utilities Supply Erect Camp Buildings Provide Catering Services Camp & Room Management Power & Water Consumption Camp Communications Dismantle Camp
15 Hewitt Estimating Consultants a Division of International Project Estimating Limited Chief Estimator Reference Estimate Files The Chief Estimator Software 150 Couling Crescent, Guelph Ontario, Canada, N1E-0K
16 Chief Estimator Sample Reference Estimates The sample reference estimates are detailed estimates covering the scope of work normally found in each type of infrastructure project. These are detailed estimates including crew makeup, production rates, man-hour factors as well as the labour, equipment and material rates used to generate the costs. The following describes the scope of work covered by each estimate. These estimates were created by utilizing the Chief Estimator Cost Assemblies. Bridge Reference Estimate Direct Costs Indirect Costs Shallow Water Steel Trestle Pier Foundation Cofferdams Excavation, Backfill & Scour Protection Drilled Shafts Pier Tower Concrete Superstructure Concrete Structural Steel Cable Stays Full Depth Precast Deck Panels Concrete Deck Closure Strips Reinforcing Steel Post-tensioning Barrier Walls Expansion Control Pedestrian Rail Waterproofing Site Mobilization Site Supervision General Expenses Site Services Travel & Subsistence Unallocated Costs Demobilization
17 Highway & Overpass Reference Estimate Direct Costs Indirect Costs Site Preparation Topsoil Stripping Mass Excavation Cut to Fill Mass Rock Excavation Cut to Fill Drainage Precast Girder Bridge Overpasses Steel Girder Bridge Overpasses Cast in Place Concrete Retaining Walls Subgrade Preparation Aggregate Base Courses Asphalt Paving Pavement Markings Sidewalk, Curb & Gutter Barrier Walls Fence Guiderail Signs Site Mobilization Site Supervision General Expenses Site Services Travel & Subsistence Unallocated Costs Demobilization
18 Hydro & Dam Reference Estimate Direct Costs Indirect Costs Site Preparation & Access Roads Reservoir & Site Clearing Diversion & Access Tunnels Grout Curtain Bentonite Cement Slurry Trench Concrete Slurry Diaphram Wall Cofferdams Dewatering Unclassified Excavation Rock Excavation Rock Face Preparation Foundation Preparation Rock Stabilization Dam & Dyke Embankments Intake Structure Powerhouse Structure Spillway Structure Penstocks Site Mobilization Site Supervision General Expenses Site Services Travel & Subsistence Unallocated Costs Demobilization
19 Tunnel Reference Estimate Direct Costs Indirect Costs Shore Launch & Extraction Shafts Excavate Launch & Extraction Shafts Jet Grouting Purchase Specialized Tunnel Equipment Purchase Tunnel Services Mobe Demobe Tunnel Operations Drive & Support Tunnels Supply Precast Liner Patch & Repair Tunnel Clean Tunnel & Remove Services Cross Passages Shore Emergency Exist Buildings Excavate Emergency Exist Shafts Concrete for Emergency Exist Buildings Dewatering Site Mobilization Site Supervision General Expenses Site Services Travel & Subsistence Unallocated Costs Demobilization
20 Light Rail Transit Reference Estimate Direct Costs Indirect Costs Site Preparation Sewer & Watermain Relocations Mobe Demobe Tunnel Operations Launch & Extraction Shafts Tunnel Excavation Emergency Exist Buildings Dewatering Precast Girder Overpasses Steel Girder Overpasses Segmental Precast Guideway At Grade Trackbed Retaining Walls OSC Pole Foundations At Grade Ballast Track Street Paving Curb Gutter & Sidewalk Landscaping Site Mobilization Site Supervision General Expenses Site Services Travel & Subsistence Unallocated Costs Demobilization
21 Transmission Line Reference Estimate Direct Costs Indirect Costs Erosion Control Access Roads Steel Grillage Foundations Concrete Foundations Micropile Foundations Rock Anchors Soil Anchors Grounding Assemble Steel Structures Erect Structures String Conductor Install Midspan Sleeves and Sag Dead-End Wire Clip in Conductor String Overhead Ground Wire Site Mobilization Site Supervision General Expenses Site Services Travel & Subsistence Unallocated Costs Demobilization
22 Mainline Pipeline Reference Estimate Direct Costs Indirect Costs Prepare Right of Way Ditch Right Of Way Haul & String Pipe Bending Weld Pipe Lay Pipe Tie In Pipe Bedding Backfill Crossings Restore Right of Way Site Mobilization Site Supervision General Expenses Site Services Travel & Subsistence Unallocated Costs Demobilization
Unit Price Averages Reports
Unit Price Averages Reports 12/7/2015 UNIT PRICE AVERAGES REPORT Disclaimer The information provided in the following Unit Price Averages Report is only for the use of Alberta Infrastructure & Transportation
Safe & Sound Bridge Terminology
Safe & Sound Bridge Terminology Abutment A retaining wall supporting the ends of a bridge, and, in general, retaining or supporting the approach embankment. Approach The part of the bridge that carries
MTA UNIVERSAL STATION PEDESTRIAN BRIDGE Los Angeles, CA. Project Manual and Specification 100% PE SUBMITTAL TABLE OF CONTENTS
Los Angeles, CA Project Manual and Specification DIVISION 1 GENERAL CONDITIONS 01 01 10 STATEMENT OF WORK 01 11 00 SUMMARY OF THE WORK 01 14 05 METRO (OWNER) - DIRECTED STOPPAGES 01 20 00 PRICE AND PAYMENT
FDOT DBE CERTIFICATION NAICS CODE GUIDE WITH CAP SIZES
NAICS CODE Highway, Street, and Bridge Construction SIZE CAP ($ MIL) 237310 Asphalt Roadway (includes 300, 320, 327, 330, 334, 336, 337, 338) Application of prime and tack coats, leveling surfaces and
SECTION 02221 SELECTIVE DEMOLITION
SECTION 02221 PART 1 -GENERAL 1.01 DESCRIPTION This section includes all material, labor, machinery and supervision required to demolish and remove the following items where applicable and as noted on
VOLUME V GUIDELINES FOR DESIGN CONSULTANT TABLE OF CONTENTS APPENDIX B: MASTER CONSTRUCTION SPECIFICATIONS AND PREPARATION GUIDE, DIVISIONS 0-10
VOLUME V GUIDELINES FOR DESIGN CONSULTANT TABLE OF CONTENTS APPENDIX B: MASTER CONSTRUCTION SPECIFICATIONS AND PREPARATION GUIDE, DIVISIONS 0-10 SECTION B1: PREPARATION GUIDE B1.1 INTRODUCTION... B1-1
The unit costs are based on the trend line of the 3 low bids for the average quantity.
Page 1 of 8 COST ESTIMATE GENERAL INSTRUCTIONS The unit costs are based on the trend line of the 3 low bids for the average quantity. Apply the Unit Costs to ordinary structures. Unit Costs should generally
TABLE OF CONTENTS. Manhole, Frame, and Cover Installation (includes Drop Manhole) Additional Manhole Depth
TABLE OF CONTENTS NO. MP-1 MP-2 MP-3 MP-4 MP-4.01 MP-4.02 MP-4.03 MP-5 MP-5.01 MP-5.02 MP-5.03 MP-5.04 MP-5.05 MP-5.06 MP-5.07 MP-5.08 MP-5.11 MP-5.12 MP-5.13 MP-5.14 MP-5.15 MP-5.16 MP-5.18 MP-5.19 MP-5.20
SECTION 02530 STORM DRAINAGE STRUCTURES. 1. Trench excavation, backfill, and compaction; Section 02250.
02530-1 of 5 SECTION 02530 STORM DRAINAGE STRUCTURES 02530.01 GENERAL A. Description Storm drainage structure construction shall include, but not necessarily be limited to, furnishing and installing or
FLORIDA DEPARTMENT OF TRANSPORTATION GUIDELINE FOR
FLORIDA DEPARTMENT OF TRANSPORTATION GUIDELINE FOR ESTABLISHING CONSTRUCTION CONTRACT DURATION July 2010 DISCLAIMER: The following documentation as a whole was derived from Federal Highway Administration
SAMPLE SCHEDULE OF VALUES APPLICATION & CERTIFICATE FOR PAYMENT
SAMPLE SCHEDULE OF S 1.00 General Conditions 1.01 Project Management 1.02 General Superintendent 1.03 Superintendents 1.04 Safety Engineer 1.05 Scheduling 1.06 Field Engineering 1.07 Bonds 1.08 Trailer
How To Build A Road In A Townhouse
FDOT DBE CERTIFICATION SPECIALTY/ SHEET WITH CAP SIZES Highway, Street, and Bridge Construction SIZE CAP ($ MIL) 237310 Asphalt Roadway $ 22.41 Application of prime and tack coats, leveling surfaces and
OPTIMUS WORK CLASSIFICATION LIST ENTER ALL THAT APPLY
Cost Code # Description Cost Code # Description 01 00 00.001 General Requirements 02 00 00.001 Existing Conditions 01 31 19.13.001 Preconstruction Meetings 02 21 00.001 Surveys 01 32 33.001 Photographic
Civil. 2. City of Seattle Supplement to the Specification for Road, Bridge and Municipal Construction, most current addition.
Design Guide Basis of Design This section applies to the design and installation of earthwork and backfill. Design Criteria No stockpiling of excavation materials is allowed unless the Geotechnical Engineer
SECTION 33 41 13 PUBLIC STORM UTILITY DRAINAGE PIPING
SECTION 33 41 13 PUBLIC STORM PART 1 - GENERAL 1.01 SECTION INCLUDES A. Storm drainage piping, fittings, and accessories at proposed station areas and locations other than under and immediately adjacent
Demo Existing Curb Demo Existing Asphalt Roadway Demo Asphalt Saw Cutting Protection Fence - 4 Snow Fence with T posts
SECTION 00300 BID FORM S For additions and deletions to the Contract, the following unit prices shall be applicable for the specific items listed. Unit Prices shall be complete, in place including required
FY08 SEWER POINT REPAIRS BID TABULATION
6-07-831 Page 1 of 12 1 FOR CLEANING AND TELEVISING EXISTING SEWERS, AS SPECIFIED, ANY REQUIRED CLEANING, ANY LOCATION, ANY LENGTH OF SEWER, COMPLETE IN PLACE, FOR VARIOUS PIPE DIAMETERS. A. EXISTING "
The Manitoba Water Services Board SECTION 022180 Standard Construction Specifications PIPE EXCAVATION, BEDDING AND BACKFILL Page 1 of 11
Page 1 of 11 Part 1 General 1.1 DESCRIPTION OF WORK.1 The work described herein shall consist of the excavation of trenches (or excavation of tunnels); the supply and placing of bedding and backfill materials;
KIEWIT CM/GC Enabling/Utilities
South Terminal Redevelopment Program KIEWIT CM/GC Enabling/Utilities Contract Value $50 million M/WBE Goal 20 percent Contact John Todd, LEED AP Project Manager 303.930.9046 [email protected] General
STRUCTURES. 1.1. Excavation and backfill for structures should conform to the topic EXCAVATION AND BACKFILL.
STRUCTURES 1. General. Critical structures may impact the integrity of a flood control project in several manners such as the excavation for construction of the structure, the type of foundation, backfill
SECTION 02150 REMOVAL OR ABANDONMENT OF EXISTING UTILITIES AND UNDERGROUND STRUCTURES. 1. Trench excavation, backfill, and compaction; Section 02250.
02150-1 of 6 SECTION 02150 REMOVAL OR ABANDONMENT OF EXISTING 02150.01 GENERAL A. Description Removal or abandonment of existing utilities and underground structures shall include, but not necessarily
FY11 Sanitary Sewer Main Rehab and Point Repair Bid Tabulation
644-10-569 Page 1 of 9 1 FOR CLEANING AND TELEVISING EXISTING SEWERS, AS SPECIFIED, ANY REQUIRED CLEANING, ANY LOCATION, ANY LENGTH OF SEWER, COMPLETE IN PLACE, FOR VARIOUS PIPE DIAMETERS. A. EXISTING
IH-635 MANAGED LANES PROJECT, SEG. 3.2
IH-635 MANAGED LANES PROJECT, SEG. 3.2 Location: Dallas, Texas Owner: Texas Department of Transportation Client: Ferrovial Agroman Construction Cost: $1 Billion Construction Completion Date: December,
C-2 Construction, Inc. - NAICS Codes
C-2 Construction, Inc. - NAICS Codes 212313 - Crushed and Broken Granite Mining and Quarrying This U.S. industry comprises: (1) establishments primarily engaged in developing the mine site, and/or mining
FDOT Specifications List
FDOT Specifications List TABLE OF CONTENTS DIVISION II CONSTRUCTION DETAILS CLEARING CONSTRUCTION SITE 110 Clearing and Grubbing... 152 EARTHWORK AND RELATED OPERATIONS 120 Excavation and Embankment...
WILDCAT CANYON ROAD SPECIFICATION NO. 16-11001 SLIDE REPAIR BIDDER'S PROPOSAL (continued)
BIDDER'S PROPOSAL (continued) Item Estimated No. Description Quantity Unit Unit Cost Total Cost BASE BID 1 Traffic Control 1 LS $ $ 2 Construction Area Signs 1 LS $ $ 3 Excavation Safety 1 LS $ $ 4 Reset
UNIT PRICE LIST January 2009
UNIT PRICE LIST January 2009 1 INTRODUCTION The purpose of the Unit Price List is to provide a resource for the preparation of cost estimates for subdivisions and permit projects and should be used only
BUSINESS DEVELOPMENT INITIATIVE SMALL BUSINESS PROGRAM GUIDANCE FOR RESERVING CONTRACTS
Construction/Maintenance Contracts and Design/Build Low Bid Contracts 1. Districts are responsible for reviewing their work program and identifying contracts that are good candidates for the Business Development
PUBLIC WORKS DESIGN, SPECIFICATIONS & PROCEDURES MANUAL LINEAR INFRASTRUCTURE
REGION OF PEEL PUBLIC WORKS DESIGN, SPECIFICATIONS & PROCEDURES MANUAL LINEAR INFRASTRUCTURE Storm Sewer Design Criteria REVISED July 2009 PUBLIC WORKS STORM SEWER DESIGN CRITERIA TABLE OF CONTENTS 1.0
CITY OF SAN ANTONIO. Issued By: Transportation and Capital Improvements Date Issued: February 10, 2016 ID NO.: 23-01472-05-03
CITY OF SAN ANTONIO Issued By: Transportation and Capital Improvements Date Issued: February 10, 2016 ID NO.: 23-01472-05-03 (010) FORMAL INVITATION FOR BIDS (IFB) to CONTRACT 2016-2017 TASK ORDER CONTRACT
Section 2 Specification 2.18 Concrete and/or Corrugated Steel Storm Sewer TABLE OF CONTENTS
TABLE OF CONTENTS 2.18 CONCRETE AND/OR CORRUGATED STEEL STORM SEWER... 1 2.18.1 GENERAL... 1 2.18.2 MATERIALS... 1 2.18.2.1 Storm Sewer Pipe... 1 2.18.2.2 Cement Mortar... 1 2.18.2.3 Granular Materials...
BUTE Department of Construction Management and Technology
BUTE Department of Construction Management and Technology 02.10.2012 Definition 1: Foundation: The structure, that transmits the load of the building to the soil Definition 2: Load bearing soil (strata):
Table of Contents. Division 2 Site Work Site Preparation Site Demolition Tree Protection Excavation, Trenching, and Backfilling for Utilities
Division 1 Requirements Design and Construction Quality Campus Master Plans Texas Tech University System Operating and Building Maintenance Project Administration Historically Underutilized Business (HUB)
State of Illinois Department Of Transportation CONSTRUCTION INSPECTOR S CHECKLIST FOR STORM SEWERS
State of Illinois Department Of Transportation CONSTRUCTION INSPECTOR S CHECKLIST FOR STORM SEWERS While its use is not required, this checklist has been prepared to provide the field inspector a summary
C. Section 014510 TESTING LABORATORY SERVICE.
SECTION 014500 QUALITY CONTROL PART 1 GENERAL 1.01 RELATED REQUIREMENTS A. Drawings and General Provisions of Contract, including General and Special Conditions and other Division 1 Specification Sections,
SCHEMATIC AND PROJECT BUDGET APPROVAL EAST CAMPUS NURSING EDUCATION AND CLASSROOM
Shepherd University Board of Governors June 9, 2005 Agenda Item No. 9 SCHEMATIC AND PROJECT BUDGET APPROVAL EAST CAMPUS NURSING EDUCATION AND CLASSROOM In 1994 construction began on the Byrd Science and
NAHB 1-00-0000 PRODUCT DEFINITION
NAHB Standard Homebuilder Cost Codes Cost Code Description 1-00-0000 PRODUCT DEFINITION 1-01-0000 PREAQUISITION COSTS 1-01-0110 Feasibility Study 1-01-0120 Environmental Impact Study 1-01-0130 Option Fees
Section 2100-Trenching and Tunneling
SECTION 5200 - STORM SEWER PART 1 - GENERAL 1.01 SCOPE: This Section covers installation of storm sewer mains and culverts. Topics include permits and fees, trench widths, pipe laying, bedding, initial
TS 813 GROUNDING AND BONDING TTD 813.001 TRAFFIC SIGNAL INSTALLATION AND CONTROLLER CABINET GROUNDING SYSTEM TTD 813.005 CONTROLLER CABINET GROUNDING
TORONTO TRANSPORTATION January 2012 TS 813 GROUNDING AND BONDING TABLE OF CONTENTS 1. DRAWINGS TTD 813.001 TRAFFIC SIGNAL INSTALLATION AND CONTROLLER CABINET GROUNDING SYSTEM TTD 813.005 CONTROLLER CABINET
No allowance will be made for classification of different types of material encountered.
PROJECT : Repair/ Maintenance of Flood Control and Drainage Structures Along Butuan City Cagayan de Oro City Iligan City Road LOCATION : San Antonio, Jasaan, Misamis Oriental SUBJECT : General Notes and
550 PIPE CULVERTS, SEWERS AND DRAINS
551.01 550 PIPE CULVERTS, SEWERS AND DRAINS 551 GENERAL 551.01 Description 551.02 Materials 551.03 Excavation 551.04 Protection of Excavation 551.05(a) Bedding for Rigid Pipe 551.05(b) Bedding for Non-Rigid
Table 4.9 Storm Drain Inlet Protetion Applicable for
BMP C220: Storm Drain Inlet Protection Purpose To prevent coarse sediment from entering drainage systems prior to permanent stabilization of the disturbed area. Conditions of Use Type of Inlet Protection
SECTION 55 PIPE FOR STORM DRAINS AND CULVERTS (FAA D-701)
SECTION 55 PIPE FOR STORM DRAINS AND CULVERTS (FAA D-701) 55-1 GENERAL The Contractor shall perform all work required by the plans for construction of pipe for storm drains, precast polymer trench drains
VDOT 2001 Road and Bridge Standards Section 100 - Drainage Items
VDOT 2001 Road and Bridge s Page Title EW-1 EW-1A 101.01 Endwall for Pipe Culverts 12" - 36" Circular and 23" X 14" - 53" X 34" Elliptical Pipes EW-1PC EW-1APC 101.02 Precast Endwall for Pipe Culverts
Types of Retaining Walls - Gravity walls - Pre-cast crib walls - Gabion walls - Reinforced concrete walls - Sheet pile walls - MS walls (mechanically
Foundation Engineering Lecture #23 Types of Retaining Walls - Gravity walls - Pre-cast crib walls - Gabion walls - Reinforced concrete walls - Sheet pile walls - MS walls (mechanically stabilized) - Slurry
SECTION 02401 SHEETING, SHORING AND BRACING
SECTION 02401 SHEETING, SHORING AND BRACING This section should be edited to reflect soil conditions specific to the project site and the recommendations of a Geotechnical Engineer licensed in the State
CW 2130 - GRAVITY SEWERS TABLE OF CONTENTS
August 2010 CW 2130 - GRAVITY SEWERS TABLE OF CONTENTS 1. DESCRIPTION... 1 1.1 General... 1 1.2 Definitions... 1 1.3 Referenced Standard Construction Specifications... 1 1.4 Referenced Standard Details...
PROJECT COST ESTIMATE ASSUMPTIONS AND EXCLUSIONS
C PROJECT ESTIMATE ASSUMPTIONS AND EXCLUSIONS In support of the alternatives development process, preliminary cost estimates were prepared for each of the three Candidate Build Alternatives. The cost estimates
SECTION 08000 STORM DRAINAGE TABLE OF CONTENTS
SECTION 08000 STORM DRAINAGE 08010 DESIGN A. Location B. Sizing TABLE OF CONTENTS 08020 MATERIALS A. Pipe Materials B. Structure Materials C. Installation D. Inlets and Outlets 08030 INSPECTIONS AND TESTING
Seattle Public Schools Building Excellence IV Projects Under Construction
Seattle Public Schools Building Excellence IV Projects Under Construction Project Slide Number Arbor Heights Elementary School 2 Cascadia Elementary School & Robert Eagle Staff Middle School 13 Genesee
VILLAGE OF LOMBARD CONTRACT DOCUMENT NUMBER ST-09-06 BID PROPOSAL
VILLAGE OF LOMBARD CONTRACT DOCUMENT NUMBER ST-09-06 BID PROPOSAL I/We hereby agree to furnish to the Village of Lombard all necessary materials, equipment, and labor, to complete the North Industrial
CHAPTER 17: STORM SEWER STANDARDS. 17.00 Introduction. 17.01 Administration. 17.02 Standards 17.1
CHAPTER 17: STORM SEWER STANDARDS 17.00 Introduction 17.01 Administration 17.02 Standards 17.1 17.00 INTRODUCTION The purpose of this chapter is to provide guidance for the design and construction of storm
Building, Plumbing, Electrical and Residential Water and Sewer Inspection Requirements
Building, Plumbing, Electrical and Residential Water and Sewer Inspection Requirements Charles County Government Planning and Growth Management P.O. Box 2150, La Plata, MD 20646 (301) 645-0692 Schedule
City of Virginia Beach Public Utilities HRPDC Regional Construction Standards, 5 TH Edition Amendments May 19, 2014
City of Virginia Beach Public Utilities HRPDC Regional Construction Standards, 5 TH Edition Amendments May 19, 2014 Section Subsection Name Date Modification Division 1 All subsections General Provisions
SECTION 02630 STORM DRAINAGE SYSTEM
SECTION 02630 PART 1 - GENERAL 1.01 DESCRIPTION A. Section includes specifications for storm drainage systems including modifications and connections to existing storm drainage systems. 1.02 REFERENCE
Structures Construction Pre-Work Checklist PRE-WORK SHEET FOR PROJECT MANAGERS
Structures Construction Pre-Work Checklist PRE-WORK SHEET FOR PROJECT MANAGERS 1 Proposal & Plans Received? 2 Review Proposal, highlight important facts. Know proposal well to be able to find answers quickly.
EXCAVATION AND PILING NEAR SEWERS, STORMWATER DRAINS AND WATER MAINS
NMP 1.4 EXCAVATION AND PILING NEAR SEWERS, STORMWATER DRAINS AND WATER MAINS Index Purpose... 2 Application... 2 Referral Agency... 2 Associated Requirements... 2 Referenced Standards...2 Definitions...
Los Angeles County Department Of Public Works. Land Development Division. Bond Calculation Sheets
Los Angeles County Department Of Public Works Land Development Division Bond Calculation Sheets Effective July 1, 2015 COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS LAND DEVELOPMENT DIVISION ROADS COST
2006-2008 MHD BRIDGE SECTION WEIGHTED AVERAGE UNIT PRICES GUIDELINES FOR THE USE OF THE WEIGHTED AVERAGE UNIT PRICE TABULATION SHEETS
2006-2008 MHD BRIDGE SECTION WEIGHTED AVERAGE UNIT PRICES GUIDELINES FOR THE USE OF THE WEIGHTED AVERAGE UNIT PRICE TABULATION SHEETS GENERAL 10/16/2008 The listed average unit prices are based on the
UNIVERSITY OF MISSISSIPPI FIXED ASSET CAPITALIZATION POLICY
UNIVERSITY OF MISSISSIPPI FIXED ASSET CAPITALIZATION POLICY The term capitalized fixed assets includes land, improvements to land, easements, buildings, building improvements, vehicles, machinery, furniture,
SECTION 31 20 00 EARTH MOVING
SECTION 31 20 00 PART 1 - GENERAL 1.01 DESCRIPTION A. This Section describes the requirements for excavating, filling, and grading for earthwork at Parking Structure, new exit stair and as required to
SPECIFICATION FOR PIPE SUBSOIL DRAIN CONSTRUCTION
SPECIFICATION FOR PIPE SUBSOIL DRAIN CONSTRUCTION 1. SCOPE Pipe subsoil drains shall be constructed in accordance with this specification and in conformity with the lines, grades and cross-sections shown
Virginia Approach Spans
Virginia Concrete Conference 2009 Woodrow Virginia Approach Spans David Tackoor, HNTB Formerly of URS Corp for Potomac Crossing Consultants Woodrow 1 Second Severn Crossing 2 Medway Crossing (Channel Tunnel
CW 3110 SUB-GRADE, SUB-BASE AND BASE COURSE CONSTRUCTION TABLE OF CONTENTS
December 2014 CW 3110 SUB-GRADE, SUB-BASE AND BASE COURSE CONSTRUCTION TABLE OF CONTENTS 1. DESCRIPTION... 1 1.1 General... 1 1.2 Definitions... 1 1.3 Referenced Standard Construction Specifications...
CITY ENGINEERS ASSOCIATION OF MINNESOTA
CITY ENGINEERS ASSOCIATION OF MINNESOTA STANDARD SPECIFICATIONS 2600 Trench Excavation and Backfill/Surface Restoration 2611 Water Main and Service Line Installation 2621 Sanitary Sewer and Storm Sewer
Developing Critical Path Method Scheduling (CPM)
Developing Critical Path Method Scheduling (CPM) Pretest 1. An activity which is on critical path has a planned duration of 5 days. What is the total float for the activity? a. 0 b. 1 c. 2 d. 3 Pretest
Paving Capitalization Work Categories and Treatments
Statement of ODOT Infrastructure Capitalization Policy Government Accounting Standards Board (GASB) 34 requires public agencies to capitalize infrastructure assets on their financial statements for periods
BUSINESS DEVELOPMENT INITIATIVE SMALL BUSINESS PROGRAM GUIDANCE FOR RESERVING CONTRACTS
Construction/Maintenance Contracts and Design/Build Low Bid Contracts 1. Districts are responsible for reviewing their work program and identifying contracts that are good candidates for the Business Development
Moving Small Mountains Vesuvius Dam Rehab
Moving Small Mountains Vesuvius Dam Rehab Susan L. Peterson, P.E., regional dams engineer, Eastern Region, Bedford, IN Note: The following article, Moving Small Mountains Vesuvius Dam Rehab, by Sue Peterson,
Micropiles Reduce Costs and Schedule for Merchant RR Bridge Rehabilitation
Micropiles Reduce Costs and Schedule for Merchant RR Bridge Rehabilitation Jeff R. Hill, P.E. Hayward Baker Inc. 111 W. Port Plaza Drive Suite 600 St. Louis, MO 63146 314-542-3040 [email protected]
Underground Injection Control Storm Water Information
Underground Injection Control Storm Water Information Best Management Practices DEQ has reviewed the EPA definition of a subsurface fluid distribution system and the infiltration design best management
Rehabilitation of the Red Bank Road Bridge over Hoover Reservoir. Presented By: Doug Stachler, P.E.
Rehabilitation of the Red Bank Road Bridge over Hoover Reservoir Presented By: Doug Stachler, P.E. Project Organization Owner Delaware County Engineers Office Design Consultant CH2M HILL Contractor Double
Geotechnical Building Works (GBW) Submission Requirements
Building Control (Amendment) Act 2012 and Regulations 2012: Geotechnical Building Works (GBW) Submission Requirements Building Engineering Group Building and Construction Authority May 2015 Content : 1.
Item No. 432S Portland Cement Concrete Sidewalks. 432S.1 Description
Item No. 432S Portland Cement Concrete Sidewalks 432S.1 This item shall govern the construction of Portland cement concrete sidewalks (Standard Detail No. 432S-1), as herein specified, on an approved subgrade
Stormwater/Wetland Pond Construction Inspection Checklist
: Construction Inspection ChecklistsTools Stormwater/Wetland Pond Construction Inspection Checklist Project: Location: Site Status: Date: Time: Inspector: SATISFACTORY/ UNSATISFACTORY COMMENTS Pre-Construction/Materials
BMP-7. A sediment filter or an excavated impounding area around a storm drain drop inlet or curb inlet.
BMP-7 BMP: STORM DRAIN INLET PROTECTION Definition A sediment filter or an excavated impounding area around a storm drain drop inlet or curb inlet. To prevent sediment from entering storm drainage systems
Design of Bridges. Introduction. 3 rd to 4 th July 2012. Lecture for SPIN Training at the University of Dar es Salaam
Design of Bridges Introduction 3 rd to 4 th July 2012 1 FUNCTION OF A BRIDGE To connect two communities which are separated by streams, river, valley, or gorge, etc. 2 EVOLUTION OF BRIDGES 1. Log Bridge
817 - PIPE CULVERTS, EROSION PIPE, STORM SEWERS, SANITARY SEWERS & END SECTIONS SECTION 817
SECTION 817 PIPE CULVERTS, EROSION PIPE, STORM SEWERS, SANITARY SEWERS AND END SECTIONS 817.1 DESCRIPTION Install the size and type of pipe culvert, erosion pipe, storm sewer, sanitary sewer, end section
Construction Technologies Career Field Pathways and Course Structure
Courses in Structural Systems (DD) Construction Technologies Career Field Pathways and Course Structure PATHWAY COURSES SUBJECT CODE Construction Technology-Core and Sustainable Construction 1 178000 Carpentry
SECTION 02100 SITE PREPARATION
SECTION 02100 SITE PREPARATION PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and General Provisions of Contract, including General Conditions and Supplementary Conditions and Division 1 through Division
DESIGN AND CONSTRUCTION GUIDELINES AND STANDARDS DIVISION 33 UTILITIES 33 00 00 SITE UTILITIES
SECTION INCLUDES Domestic Water Fire Water Service Water Well Sanitary Sewer Storm Drains Foundation Drainage RELATED SECTIONS 03 30 00 Concrete 21 00 00 Fire Suppression - Sprinklers 22 00 00 Plumbing
CHAPTER 2 QUANTITY TAKE-OFF
CHAPTER 2 QUANTITY TAKEOFF The quantity takeoff is an important part of the cost estimate. It must be as accurate as possible and should be based on all available engineering and design data. Use of appropriate
Wastewater Capital Projects Management Standard Construction Specification
CITY AND COUNTY OF DENVER ENGINEERING DIVISION Wastewater Capital Projects Management Standard Construction Specification 10.1 Precast Concrete Pipe 10.1.1 General This section covers material requirements,
SECTION 33 31 00.13 ABANDONMENT OF SEWER MAINS
SECTION 33 31 00.13 ABANDONMENT OF SEWER MAINS PART 1: GENERAL 1.01 SECTION INCLUDES A. Abandonment in place, by cutting and capping, of existing sewers, junction structures, manholes, service lines, and
Beacon Hill Sewer District Standard Specifications
Beacon Hill Sewer District Standard Specifications Residential Gravity Side Sewer Including Design Criteria and Standard Construction Drawings Residential Gravity Side Sewer Design Criteria 1. Provisions
Storm Sewer Trenchless Upgrade Alternatives and Recommendations
Storm Sewer Trenchless Upgrade Alternatives and Recommendations Background Approximately 1,930 feet of the 40-inch and 42-inch CMP storm sewer pipe from manhole M22 to manhole M12 will be evaluated for
CHAPTER VII CONSTRUCTION QUALITY CONTROL INSPECTION PROGRAM 1
CHAPTER VII CONSTRUCTION QUALITY CONTROL INSPECTION PROGRAM 1 1 This Chapter of the FERC Engineering Guidelines has been prepared under contract with R & H Thomas, Inc. JANUARY 1993 Chapter VII Construction
SEDIMENT/STORMWATER MANAGEMENT BASIN CONSTRUCTION CHECKLIST
SEDIMENT/STORMWATER MANAGEMENT BASIN CONSTRUCTION CHECKLIST For permanent structures per Delaware SCS Pond Code 378 and Delaware Sediment and Stormwater Regulations KEY PROJECT INFORMATION Item meets standard
A. Structures Quantity Item Price Cost @ $3,500 EA
PRINCE WILLIAM COUNTY Department of Development Services Land Development Division UNIT PRICE LIST (Performance Bonds, Landscaping Escrows, and Siltation & Erosion Control Escrows) Revised: November 17,
SECTION 33 41 00 REINFORCED CONCRETE PIPE. A. The following is a list of SPECIFICATIONS, which may be related to this section:
SECTION 33 41 00 REINFORCED CONCRETE PIPE PART 1 GENERAL 1.01 SECTION INCLUDES A. This section includes construction of reinforced concrete pipe for storm drainage, culverts, and sanitary sewer, including
SECTION 02200 SUPPORT OF EXCAVATION
SECTION 02200 PART 1 GENERAL 1.01 DESCRIPTION A. Section including specifications for design and installation of excavation support. B. Section also includes specifications for excavation support systems
Herbicide Application. Irrigation System (Only) Sanitary System Testing & Inspections
NAICS Code Work Description Work Item 115310 - Support Activities for Forestry 221310 Water Supply and Irrigation Systems 221320 - Sewage Treatment Facilities 236118 Residential Remodelers 236220 Commercial
STORM DRAIN DESIGN AND CONSTRUCTION STANDARDS & SPECIFICATIONS 400 SERIES
CITY OF PETALUMA STORM DRAIN DESIGN AND CONSTRUCTION STANDARDS & SPECIFICATIONS 400 SERIES AUGUST 1999 Revised 10/98 City of Petaluma Petaluma, California STORM DRAIN INSTALLATION DETAIL
STANDARD SPECIFICATIONS SECTION 02701 INSTALLATION OF GRAVITY SEWER PIPELINES. 1. Trenching, Backfilling and Compacting: 02223
STANDARD SPECIFICATIONS SECTION 02701 INSTALLATION OF GRAVITY SEWER PIPELINES PART 1 - GENERAL A. Description This section describes the installation of gravity sewer pipelines fabricated of vitrified