ENGINEERING & ENVIRONMENTAL
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1 CITY OF WEST BRANCH, IOWA THIS ENGINEERING DOCUMENT HAS BEEN REVIEWED BY THE JURISDICTION AND IS RECOMMENDED FOR FILING WITH THE CITY CLERK ENGINEERING & ENVIRONMENTAL CITY ADMINISTRATOR E PROF. NATHAN P. KASS IOWA RNGINEER & LAND SURVEYO Nathan P. Kass, P.E. & P.L.S. License Number My license renewal date is December 31, Pages or sheets covered by this seal: All DATE I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Iowa. Date
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3 SITE DEVELOPMENT PLAN CUBBY PARK ENGINEERING & ENVIRONMENTAL
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CODE DESCRIPTION PHASE 1 PHASE 2 TOTAL UNIT A-3 TRAFFIC CONTROL LS C-0 CLEARING AND GRUBBING LS D-1 TOPSOIL, ON-SITE CY E-0 EXCAVATION, CLASS CY E-0 EXCAVATION, CLASS CY I-0 SUBBASE, MODIFIED (IADOT GRADATION NO. 14) TON I-1 SUBBASE, MACADAM (IADOT GRADATION NO. 13) TON O-0 SUBBASE, WASHED SAND, 4" THICK, UNDER SURFACE AGGRAGATE TON P-0 INFIELD/WARNING TRACK SKIN SURFACE, RED BALL DIAMOND AGGREGATE, 5" THICK TON Q-0 BATTING CAGE SURFACE, FINE LIMESTONE (IADOT GRADATION NO. 8) TON A-1 SANITARY SEWER GRAVITY MAIN, TRENCHED, SDR 26 PVC, 8" LF E-0 SANITARY SEWER SERVICE STUB, PVC SDR 23.5, 4" EA A-1 STORM SEWER, TRENCHED, RCP, 15" LF A-1 STORM SEWER, TRENCHED, RCP, 18" LF A-1 STORM SEWER, TRENCHED, RCP, 24" LF A-1 STORM SEWER, TRENCHED, RCP, 36" LF A-1 STORM SEWER, TRENCHED, HDPE DUAL WALL, 6" LF A-1 STORM SEWER, TRENCHED, HDPE DUAL WALL, 12" LF A-1 STORM SEWER, TRENCHED, HDPE DUAL WALL, 15" LF A-1 STORM SEWER, TRENCHED, HDPE DUAL WALL, 18" LF C-0 REMOVAL OF STORM SEWER, 18" RCP LF B-0 PIPE APRON, RCP, 12" EA B-0 PIPE APRON, RCP, 18" EA B-1 PIPE APRON, RCP, 36" EA D-0 PIPE APRON GUARD, 36" EA A-0 SUBDRAIN, HDPE, 2" DIA. PERF LF A-0 SUBDRAIN, HDPE, 4" DIA. PERF LF A-0 SUBDRAIN, HDPE DUAL WALL, NON PERF, 4" DIA LF A-1 SUBDRAIN, HDPE DUAL WALL, NON PERF, 6" DIA LF A-0 SUBDRAIN, HDPE DUAL WALL, 6" LF C-0 SUBDRAIN CLEANOUT, TYPE A-1, 6" EA A-1 WATER MAIN, TRENCHED, DR18 PVC, 6" LF A-1 WATER MAIN, TRENCHED, CLASS 52 DIP, 6", WITH NITRILE GASKETS LF A-1 WATER MAIN, TRENCHED, DR21 PVC, 3" LF C-2 FITTING, MJ DIP LB F-0 CONNECTION TO EXISTING WATER MAIN EA G-0 IRRIGATION DELIVERY SYSTEM FOR 3 FIELDS LS H-0 IRRIGATION SYSTEM - SOFTBALL FIELD LS H-0 IRRIGATION SYSTEM - LITTLE LEAGUE FIELD LS H-0 IRRIGATION SYSTEM - LITTLE LEAGUE FIELD LS A-0 VALVE, GATE, 3" EA A-0 VALVE, GATE, 6" EA C-0 FIRE HYDRANT ASSEMBLY EA A-0 MANHOLE TYPE SW-301, 48" VF A-0 MANHOLE TYPE SW-401, 48" VF A-0 MANHOLE TYPE SW-402, 48"x48" VF B-0 INTAKE TYPE SW EA B-0 INTAKE TYPE SW EA B-0 INTAKE TYPE SW EA B-0 INTAKE TYPE SW EA B-0 INTAKE TYPE NYLOPLAST, 24" W/ H-20 STANDARD GRATE EA H-0 REMOVE INTAKE EA A-0 PAVEMENT, PCC, 6" SY A-0 PAVEMENT, PCC, 6" THICK, REINFORCED SY A-0 PAVEMENT, PCC, 8" REINFORCED SY F-0 BEAM CURB, PCC LF I-0 PCC PAVEMENT SAMPLES AND TESTING LS C-1 SHARED USE PATH, PCC, 6" THICK SY C-2 SHARED USE PATH, PCC, 8" THICK (NOMINAL) REINFORCED SY E-0 SIDEWALK, PCC, 4" THICK SY G-0 DETECTABLE WARNING SF B-0 ENGINEERING FABRIC (PLAYGROUND) SY C-0 PAINTED PAVEMENT MARKINGS, DURABLE LS G-0 PAINTED SYMBOLS AND LEGENDS EA A-0 SIGN, INSTALL, HANDICAP EA A-0 SIGN, INSTALL, HANDICAP W/ VAN EA A-0 SEEDING, FERTILIZING, AND MULCHING, TYPE AC A-1 CONVENTIONAL SEEDING AND FERTILIZING, TYPE 1 PERMANENT LAWN AC BASE BID CONTINUED QUANTITY NO. CODE DESCRIPTION PHASE 1 PHASE 2 TOTAL UNIT A-1 CONVENTIONAL SEEDING AND FERTILIZING, TYPE 1 BALLFIELD LAWN SEEDING AC A-1 CONVENTIONAL SEEDING AND FERTILIZING, NO MOW FESCUE AC A-1 CONVENTIONAL SEEDING AND FERTILIZING, SHORT GRASS PRAIRIE AC A-1 CONVENTIONAL SEEDING AND FERTILIZING, FLOOD PLAIN AC B-0 HYDRAULIC MULCHING AC D-0 WATERING TGAL F-0 SPORTSFIELD SOIL PREPARATION LS G-0 SPORTSFIELD GROW IN PLAN LS B-0 PLANTS, TREE, AUTUM BLAZE FREEMAN MAPLE - 3" CAL EA B-0 PLANTS, TREE, EUROPEAN BLACK ALDER - 6' HT EA B-0 PLANTS, TREE, ARMSTRONG COLUMNAR MAPLE - 3" CAL EA B-0 PLANTS, TREE, RIVER BIRCH - 10' HT EA B-0 PLANTS, TREE, WASHINGTON HAWTHORN - 6' HT EA B-0 PLANTS, TREE, DAWYCK PURPLE BEECH - 3" CAL EA B-0 PLANTS, TREE, MAIDENHAIR TREE - 3" CAL EA B-0 PLANTS, TREE, SKYLINE HONEYLOCUST - 3' CAL EA B-0 PLANTS, TREE, NORWAY SPRUCE - 6' HT EA B-0 PLANTS, TREE, LONDON PLANETREE - 3" CAL EA B-0 PLANTS, TREE, BLACK HILLS SPRUCE - 8' HT EA B-0 PLANTS, TREE, COLORADO BLUE SPRUCE - 8' HT EA B-0 PLANTS, TREE, WHITE PINE - 7' HT EA B-0 PLANTS, TREE, WHITE OAK - 3" CAL EA B-0 PLANTS, TREE, BUR OAK - 3" CAL EA B-0 PLANTS, TREE, ACCOLADE ELM - 3" CAL EA B-0 PLANTS, TREE, BLACK HAW VIBURNUM - 4' HT EA B-0 PLANTS, SHRUB, HAPPY RETURNS DAYLILY - 1 GAL EA B-0 PLANTS, SHRUB, GRO-LOW FRAGRANT SUMAC - 18" HT EA B-0 PLANTS, SHRUB, NEON FLASH SPIREA - 18" HT EA B-0 PLANTS, SHRUB, MISSION STRAIN ARBORVITAE, 5' HT EA B-0 PLANTS, SHRUB, ARROWWOOD VIBURNUM - 36" HT EA F-0 LIVE FASCINE LF A-2 SWPPP, MANAGEMENT LS E-0 TEMPORARY RECP,TYPE SY F-1 WATTLES, 9", INSTALLATION, MAINTENANCE LF F-2 WATTLES, REMOVAL LF J-0 RIP RAP, EROSION STONE W/FABRIC TON N-1 SILT FENCE OR SILT FENCE DITCH CHECK, INSTALLATION LF N-2 SILT FENCE OR SILT FENCE DITCH CHECK, REMOVAL OF SEDIMENT LF N-3 SILT FENCE OR SILT FENCE DITCH CHECK, REMOVAL OF DEVICE LF O-2 STABILIZED CONSTRUCTION ENTRANCE TON P-1 DUST CONTROL, WATER SY T-1 INLET PROTECTION DEVICE, SURFACE APPLIED, INSTALLATION AND MAINTENANCE EA T-2 INLET PROTECTION DEVICE, REMOVAL EA H-0 FENCING CAP, OUTFIELD FENCE LF A-0 CONCRETE STEPS SF B-0 HANDRAIL, ALUMINUM LF A-0 SPORTSFIELD EQUIPMENT - SOFTBALL FIELD LS A-0 SPORTSFIELD EQUIPMENT - LITTLE LEAGUE FIELD LS A-0 SPORTSFIELD EQUIPMENT - LITTLE LEAGUE FIELD LS B-0 ELECTRONIC SCOREBOARDS EA C-0 BATTING CAGE EQUIPMENT LS D-0 BLEACHERS, ALUMINUM, 15' LONG, 4 ROWS EA E-0 PICKLEBALL COURT EQUIPMENT LS F-0 PICKLE BALL COURT SURFACING LS G-0 PLAYGROUND EQUIPMENT LS H-0 SAFETY SURFACING - 12" DEPTH CY I-0 BIKE RACKS LS J-0 PARK BENCHES EA K-0 TRASH RECEPTACLES EA L-0 FLAG POLE - 30' HT. WITH INTEGRAL LIGHT EA L-0 FLAG POLE - 25' HT EA M-0 LANDSCAPE BOULDERS - STONE STEPS AND OUTCROPPING TON M-0 LANDSCAPE BOULDERS - SEAT STONES TON M-0 LANDSCAPE BOULDERS - PLAYGROUND STEPPER BOULDERS TON A-0 ELECTRICAL SYSTEM LS A-0 PAVILION BUILDING AND APPERTENANCES LS , A CONSTRUCTION SURVEY LS , A MOBILIZATION LS , A-0 CONCRETE WASHOUT LS FENCING OPTION A NO. CODE DESCRIPTION QUANTITY UNIT FA A-0 CHAIN LINK FENCE, ALUMINIZED, 6' TALL (06A) FA A-0 CHAIN LINK FENCE, ALUMINIZED, 6' TALL (06B) FA A-0 CHAIN LINK FENCE, ALUMINIZED, 10' TALL (10A) FA A-0 CHAIN LINK FENCE, ALUMINIZED, 20' TALL (20A) PHASE 1 PHASE 2 TOTAL LF LF LF LF FA B-0 GATES, CHAIN LINK, ALUMINIZED, 4' WIDE EA FA B-0 GATES, CHAIN LINK, ALUMINIZED, 6' TALL, DOUBLE 6'' (12' WIDE) EA FENCING OPTION B NO. CODE DESCRIPTION QUANTITY UNIT FB A-0 CHAIN LINK FENCE, PVC COATED, 6' TALL (06A) FB A-0 CHAIN LINK FENCE, PVC COATED, 6' TALL (06B) FB A-0 CHAIN LINK FENCE, PVC COATED, 10' TALL (10A) FB A-0 CHAIN LINK FENCE, PVC COATED, 20' TALL (10B) PHASE 1 PHASE 2 TOTAL LF LF LF LF FB B-0 GATES, CHAIN LINK, PVC COATED, 4' WIDE EA FB B-0 GATES, CHAIN LINK, PVC COATED, 6' TALL, DOUBLE 6'' (12' WIDE) EA FIELD LIGHTING OPTION A NO. CODE DESCRIPTION QUANTITY UNIT PHASE 1 PHASE 2 TOTAL LA B-0 FIELD LIGHTING, HID CONROL SYSTEM AND DISTRIBUTION FOR 3 FIELDS LS LA B-1 FIELD LIGHTING, HID - SOFTBALL FIELD LS LA B-2 FIELD LIGHTING, HID - LITTLE LEAGUE FIELD LS LA B-3 FIELD LIGHTING, HID - LITTLE LEAGUE FIELD LS FIELD LIGHTING OPTION B NO. CODE DESCRIPTION QUANTITY UNIT PHASE 1 PHASE 2 TOTAL LB C-0 FIELD LIGHTING, LED CONROL SYSTEM AND DISTRIBUTION FOR 3 FIELDS LS LB C-1 FIELD LIGHTING, LED - SOFTBALL FIELD LS LB C-2 FIELD LIGHTING, LED - LITTLE LEAGUE FIELD LS LB C-3 FIELD LIGHTING, LED - LITTLE LEAGUE FIELD LS DUGOUT OPTION A NO. CODE DESCRIPTION QUANTITY UNIT PHASE 1 PHASE 2 TOTAL DA N-0 DUGOUT, LUMBER FRAMED, 10' DEEP x 32' WIDE EA DA O-0 TWO TIER DUGOUT BENCH, LUMBER, 24' LONG EA DUGOUT OPTION B NO. CODE DESCRIPTION QUANTITY UNIT PHASE 1 PHASE 2 TOTAL DB P-0 CANTILEVER DUGOUT, 10' DEEP x32' WIDE EA DB Q-0 TWO TIER DUGOUT BENCH, ALUMINUM, 24' LONG EA DB A-0 CHAIN LINK FENCE, ALUMINIZED, 6' TALL (06A) LF DB G-0 VERTICAL SLATTED WINDSCREEN MATERIAL, 6' TALL LF ENGINEERING & ENVIRONMENTAL
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8 SE N E P D IC L ROF L NATHAN P. KASS I SS E IONA OWA EN GINEE R I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. Nathan P. Kass, P.E., P.L.S. License Number My license renewal date is December 31, Pages or sheets covered by this seal: C.03 - C.05 Date ENGINEERING & ENVIRONMENTAL
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DESCRIPTION QUANTITY PRICE TOTAL
GENERAL 1 TRAFFIC CONTROL LS 1 $40,000 $40,000 $8,500.00 $8,500.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $15,000.00 $15,000.00 2 MOBILIZATION LS 1 $557,000 $557,000 $629,500.00 $629,500.00 $350,000.00
Bid Tabulation City of Coralville RE-BID Coral Ridge Ave, Phase II - Oakdale Blvd to Forevergreen Rd City of Coralville, IA Engineer's OPC
, IA - 2017 DIVISION 1 - GENERAL 1.01 TRAFFIC CONTROL LS 1 $50,000.00 $50,000.00 $30,000.00 $30,000.00 $24,500.00 $24,500.00 $24,500.00 $24,500.00 $24,500.00 $24,500.00 DIVISION 2 - EARTHWORK 2.01 CLEARING
Project Book Worksheet for Cost Estimation
001.01 MOBILIZATION LS $34,716.18 007 3/17/2039 001.02 INCIDENTAL LS $23,929.43 019 3/17/2039 001.03 CONSTRUCTION STAKING LS $10,504.39 201 5/9/2013 001.04 REESTABLISH PROPERTY CORNERS EA $496.08 201 5/9/2013
HILLS MATERIALS COMPANY UNIT COST TOTAL COST UNIT COST TOTAL COST UNIT COST $294, $294, $74, $74, $35, $35,000.
PROJECT NAME: Anamosa Street Reconstruction - Midway Street to Miiwuakee Street PROJECT NUMBER: PROJECT NO. 07-1473 / CIP NO. 50559 LET DATE: April 11, 2017 LOW BID AMOUNT: $3,941,397.20 ENGINEER'S ESTIMATE
Steese Rd - Curb & Sidewalk Improvement
REF. NO. ITEM NO. Steese Rd - Curb & Sidewalk Improvement DESCRIPTION QTY UNITS UNIT COST SUB-TOTAL 1 103.05 Requirement of Contract Bid 1 LS 24,048.00 24,048.00 2 201 Clearing and Grubbing 1 LS 11,077.00
CITY AND COUNTY OF DENVER DEPARTMENT OF PUBLIC WORKS Engineering Division PROJECT NO INCA STREET MULTI-USE PATH 38 TH AVE. TO 43 RD AVE.
201-00000 Clearing and Grubbing 1 LS 202-00010 Removal of Tree 9 EA 202-00019 Removal of Inlet 8 EA 202-00034 Removal of Pipe (6 Inch) 196 LF 202-00035 Removal of Pipe (18 Inch) 10 LF 202-00036 Removal
THORNTON ROAD WIDENING PROJECT NO. PW1428 B I D D I N G S C H E D U L E
THORNTON ROAD WIDENING PROJECT NO. PW1428 B I D D I N G S C H E D U L E Each bidder shall bid each item of the Base Bid Schedule and Alternate A Bid Schedule. Failure to bid an item shall be just cause
BID TABULATION REPORT McKINNEY STREET DRAINAGE IMPROVEMENTS PROJECT No. PWDR10012 BID OPENED : TUESDAY, AUGUST 13, :00 P.M.
PAVING IMPROVEMENTS McKINNEY 101 Rightofway Preparation LS 1 75,000.00 75,000.00 200,000.00 200,000.00 67,000.00 67,000.00 110,000.00 110,000.00 102 12inch HMAC Street Pulvermix SY 11,650 3.00 34,950.00
METRO Magnolia Transit Center - Bid Tab
Section A - GENERAL ITEMS A-1 01505 Mobilization LS 1 $ 100,000.00 $ 100,000.00 A-2 -- Payment and Performance Bonds LS 1 A-3 01310 Document Control LS 1 A-4 01311 CPM Schedule LS 1 A-5 01590 Engineer's
CONTRACTOR'S REQUEST FOR PAYMENT CHASKA VETERANS PARK IMPROVEMENTS STANTEC PROJECT NO
Owner: City of Chaska, 1 City Hall Plz., Chaska, mn 55318 Date: December 12, 2017 For Period: 12/1/2017 to 1/31/2018 Request No: 1 Contractor: Blackstone Contractors, LLC, 9520 County Rd. 19, Ste. D, Loretto,
Project # & Name: # CDBG - Pugh Street Streetscape - East College Ave to East Beaver Ave & East Beaver Ave/Locust Lane Improvements
Bid Opening Date: May 6, 2014 Time: 11:00 a.m. Surety NCA Surety NCA Yes Yes Yes Yes Total Amount Bid: $1,358,851.00 Total Amount Bid: $1,386,098.72 Item Nos. Approx. Quantities Unit Item & Unit Prices
ADDENDUM #2 WATERSHED IMPROVEMENTS ON AN ANNUAL CONTRACT RP031-18
November 29, 2018 ADDENDUM 2 WATERSHED IMPROVEMENTS ON AN ANNUAL CONTRACT RP031-18 Q1. Do contractors not need to be on the Watershed Improvements Pre-Qualifications List to submit on the RP031-18 Watershed
BIDDER'S PROPOSAL (continued) CITY OF BERKELEY BID PROPOSAL ITEM NO. A: BASE BID
SPECIFICATION 16-11031-C CITY OF BERKELEY BID PROPOSAL A: BASE BID 1 MOBILIZATION 1 LS 2 TRAFFIC CONTROL 1 LS 3 CONTRACTOR INFORMATION SIGN 2 EA 4 CONSTRUCTION AREA SIGN 18 EA 5 PROJECT IDENTIFICATION
Maine Turnpike Authority
Company Name Total Bid Amount Shaw Brothers Construction, Inc. - Gorham, ME $659,771.50 R J Grondin & Sons - Gorham, ME $690,828.50 Gendron & Gendron - Lewiston, ME $753,187.00 Gordon Contracting - Sangerville,
Patton Hill Road (Four Inch Main), Project No
Patton Hill Road (Four Inch Main), Project No. 2016100 MP-5.01 MOBILIZATION (3% MAX) 1 LS MP-5.02.8(d) 8" DIP (CLASS 350) ALL DEPTHS 600 LF MP-5.02.6(p) 6" PVC ALL DEPTHS, INCLUDING BEDDING 10 LF MP-5.02.4(p)
Oaks Commerce Center
Mansour Edlin Consulting 1515 Mockingbird Lane Charlotte, NC 28209 Oaks Commerce Center Water & Sanitary Sewer Improvements Phase I - Concept Utility Plan Gravity Sanitary Sewer A1 Connect to Existing
Maine Turnpike Authority
Company Name Total Bid Amount R J Grondin & Sons - Gorham, ME $1,436,720.00 Shaw Brothers Construction, Inc. - Gorham, ME $1,476,398.83 Pratt & Sons, Inc. - Minot, ME $1,733,615.00 Page 1 of 13 R J Grondin
CITY AND COUNTY OF DENVER DEPARTMENT OF PUBLIC WORKS STATEMENT OF QUANTITIES. Item No. Description Estimated Quantity
202-00019 Removal of Inlet 15 EA 202-00035 Removal of Pipe 121 LF 202-00200 Removal of Sidewalk 1,057 SY 202-00203 Removal of Curb and Gutter 2,142 LF 202-00206 Removal of Concrete Curb Ramp 320 SY 202-00207
STREET IMPROVEMENTS PROPOSAL BID ITEMS
STREET IMPROVEMENTS 1 Excavation 3,525 CY $ $ 2 A.C. Planing (2" to 4" Depth) 20,586 SY $ $ 3 Furnish & Install Asphalt Concrete 4,270 TON $ $ 4 Furnish & Install Aggregate Base 2,955 TON $ $ 5 Remove
City of Grand Island Tuesday, February 13, 2018 Council Session
City of Grand Island Tuesday, February 13, 2018 Council Session Item G-7 #2018-34 - Approving Certificate of Final Completion for the Construction of North Interceptor Phase I; Project No. 2012-S-6 Staff
City of Grand Island Tuesday, June 26, 2018 Council Session
City of Grand Island Tuesday, June 26, 2018 Council Session Item G-21 #2018-188 - Approving Change Order No. 3 for Sanitary Sewer Collection System Rehabilitation Various Locations; Project No. 2017-S-2A
SPECIAL GRADING INTERSECTION IMPROVEMENT JOHN WARD RD AT IRWIN RD REVISION DATES
9/20/2017 2:39:11 PM GPLOT-V8 2016104_18-001.dgn Project Number Sheet Total Sheets djackson gplotborder-v8i-po.tbl X2802 30 118 966.5 21+00 L.P. EL. 966.34 L.P. EL. 966.58 0.29% 0.11% 965 H.P. EL. 966.54
Austin Constructors, LLC S FM N. Richey 9810 FM 969. Pasadena, TX Austin, TX 78724
National Power Rodding Corp. 9810 FM 969 Austin, TX 78724 Austin Constructors, LLC. 7907 S FM 973 Item No. Estimate Qty Unit of Issue Description Unit Price Total Unit Price Total Unit Price 103.1 125.00
Town of Medley Office of Capital Projects & Development Services 7777 NW 72 Avenue, Medley, Florida 33166
Town of Medley Office of Capital Projects & Development Services 7777 NW 72 Avenue, Medley, Florida 33166 Date: August 10, 2016 Subject: Bid for Construction of NW 89 th Avenue, NW 93 rd Street and NW
Date: 04/20/2018 City Project No.: Addendum No.: 4. The following changes shall be made to the project plans and specifications:
DEVELOPMENT SERVICES PHONE: (209) 668-5520 ENGINEERING DIVISION FAX: (209) 668-5563 156 S. BROADWAY, SUITE 150 TDD: (800) 735-2929 TURLOCK, CA 95380 engineering@turlock.ca.us Date: 04/20/2018 City Project
BID FORM PART A. Total Quantity 1 LS $ - 2a Surveying, Layout, and Field Staking 1 LS $ - 2b Maintenance of Traffic 1 LS $ -
BID FORM PART A Name & Category Unit Unit Cost (B) Cost (AxB) GENERAL REQUIREMENTS 1 Mobilization (Maximum 3.0% of the total Contract Price) 1 LS $ - 2a Surveying, Layout, and Field Staking 1 LS $ - 2b
BID TABULATION PAGE 1 OF 4. BL S.R. Harbins Road/Alcovy Road - Intersection Improvements Department of Transporation. CMES, Inc.
BID TABULATION PAGE 1 OF 4 E.R. Snell Contractor, Inc. G.P.'s Enterprises, Inc. Est. 1 005 Traffic Control Project No M-0679 1 LS $27,811.00 $27,811.00 $48,800.00 $48,800.00 $22,021.80 $22,021.80 2 010
Ohio Department of Transportation Official Bid Tabulation James G. Beasley, P.E., P.S., Director
Ohio Department of Transportation Official Bid Tabulation James G. Beasley, P.E., P.S., Director Project No. 080598 PID 21272 CUY-SR-237-4.93 - PART I (FRONT STREET); CUY-237-4.55 - P Federal Type: RAILROAD
Fertilizer Type B 2 CWT $ $ $60.00 $ $60.00 $ Sod Water 60 MGAL $60.60 $3, $30.00 $1, $30.00 $1,
BID TABS PROJECT 18-1029 22 nd AVENUE RECONSTRUCTION BID DATE: MAY 9, 2018 Stark Pavement Corp. Lalonde Contractors Cornerstone Pavers LLC Brookfield, WI Waukesha, WI Racine, WI Item Number Roadway Quantity
CITY AND COUNTY OF DENVER DEPARTMENT OF PUBLIC WORKS STATEMENT OF QUANTITIES. Item No. Description Estimated Quantity
202-00001 Removal of Structure 24 EA 202-00019 Removal of Inlet 24 EA 202-00195 Removal of Median cover 930 SY 202-00200 Removal of Sidewalk 1,188 SY 202-00201 Removal of Curb Head 273 LF 202-00203 Removal
SUBTOTAL SITE WORK & DEMOLITION (UTILITIES) $180, $348, $319,943.71
BASE BID 1.00 GENERAL CONDITIONS 1.01 Mobilization (Maximum 5% of Base Bid) LS 1 84,000.00 $ 84,000.00 100,000.00 $ 100,000.00 85,000.00 $ 85,000.00 1.02 Bonding, Insurance, Permits (including Plumbing,
2150 F&I 4" PVC pipe LF 100 $ F&I 6" PVC pipe LF 100 $ F&I 8" PVC pipe LF 100 $ 90.00
1 of 5 2100 F&I 4" ductile iron pipe LF 200 $ 143.00 $28,600.00 2102 F&I 6" ductile iron pipe LF 200 $ 135.00 $27,000.00 2104 F&I 8" ductile iron pipe LF 200 $ 141.00 $28,200.00 2105 F&I 10" ductile iron
City of West Branch. Office of the City Administrator
City of West Branch Office of the City Administrator To: City Council and Mayor From: Matt Muckler, City Administrator Date: October 15, 2016 Weekly Council Update South Downey Construction Schedule: Rathje
McCRORY & WILLIAMS, INC. HILLCREST ROAD CONNECTOR MCR ROADWAY ITEMS
BID TABULATION Hillcrest Road Connector John G. Walton Construction M. C. Williams Contracting Hosea. Weaver & Sons, Inc. BID OPENING: March 25, 29 Company, Inc. Company, Inc. QTY DESCRIPTION DOLLARSjCTS
EXHIBIT C [** Subdivision Name **] (** Filing No., Phase No. '] SUMMARY
![EXHIBIT C [** Subdivision Name **] (** Filing No., Phase No. '] SUMMARY](/thumbs/78/76929959.jpg "EXHIBIT C [** Subdivision Name **] (** Filing No., Phase No. '] SUMMARY")
EXHIBIT C [** Subdivision Name **] (** Filing No., Phase No. '] SUMMARY DESCRIPTION QTY J ] COST/ _ ] TOTAL AMOUNT STREET IMPROVEMENTS 16,271 LF $151.6 $2,467,247 WATER DISTRIBUTION SYSTEM LF $412,110
Grays Ferry Cost Estimate Breakdown Budgetary Numbers for Machinery Drive Options 10 Nov 14
Grays Ferry Cost Estimate Breakdown Budgetary Numbers for Machinery Drive Options 10 Nov 14 Hardesty & Hanover, LLC Alternative 1 Bogie Support System Alternative Based on AW Sketch of New Bridge Component
Ohio Department of Transportation Official Bid Tabulation Jolene M. Molitoris, Director
Ohio Department of Transportation Official Bid Tabulation Jolene M. Molitoris, Director Project No. 100281 PID 77255 LUC-IR-475-14.18 Federal Type: MAJOR RECONSTRUCTION Letting Date: 6/3/2010 Completion
Tahoe-Reno Industrial Center Total Bonding Amounts Engineer's Opinion of Probable Construction Costs (30% Submittal) Project No. 783.
Total Bonding Amounts Brent Farr Date: 05/05/17 Item Project Estimated Cost 1 Induction Well 1 and Britain Ave Non potable Water Line $1,084,353 2 Storage Reservoir Upgrades $11,560,463 3 Booster Station
(1 ) Active Construction Inc River Road East Tacoma, WA AMOUNT , , ,
78th Avenue Eastl184th Street EastlCRP 5661 I hereby certify this to be a true copy of the tabulation of the bids as received and opened. BID OPENING: FRIDAY, March 3, 2017 County Engine (1 ) Active Construction
BID ITEM ESTIMATED UNIT TOTAL UNIT TOTAL UNIT TOTAL NO. QUANTITY UNIT ITEM COST COST COST COST COST COST
PAGE 1 BID OPENING: AUGUST 11, 2011 ENGINEER'S ESTIMATE: $3,108,320.60 CONTRACT NO.110269 SABINO CANYON AND TANQUE VERDE INTERSECTION IMPROVEMENTS *FOR A MORE DETAILED ITEM DESCRIPTION* *REFER TO PROPOSAL
Wentzville Parkway South Phase 2 & 2A
Wentzville Parkway South Phase 2 & 2A Sponsor Wentzville Project No. RB18-000034 Project Type New Road TOTAL FUNDING Phase 2 Total County Sponsor Federal $10,000,000 $8,000,000 $2,000,000 $0 Phase 2A Total
CT Consultants, Inc.
Cost 1 202 AHRESTY DRIVE REMOVAL 1 LS 2 202 EXISTING SILO DEMOLISHED AND REMOVED, AS PER PLAN 1 LS 3 203 EXCAVATION (NOT INCLUDING UNDERCUT) 2,372 CY 4 203 EMBANKMENT 3,306 CY 5 204 PROOF ROLLING 10 HRS
Maine Turnpike Authority
Interchange 44 Barrier Toll Plaza Open Road Tolling Conversion Mile 44.3 201.11 CLEARING 3.50 AC 202.071 REMOVING ASBESTOS CONTAINING MATERIALS, TOLL BOOTH LAB TOPS 1.00 LS 202.081 REMOVING EXISTING BUILDING
2016 WEIGHTED AVERAGE BID PRICES WYOMING DEPARTMENT OF TRANSPORTATION AVERAGE UNIT BID PRICES FOR 2016 ENGLISH
Page 1 2016 WEIGHTED AVERAGE BID PRICES WYOMING DEPARTMENT OF TRANSPORTATION AVERAGE UNIT BID PRICES FOR 2016 ENGLISH ITEM ITEM DESCRIPTION UNITS N TOTAL QUANTITY AVERAGE PRICE 106.05100 FIELD LABORATORY
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