CITY OF BURLINGTON SHARON AVENUE SANITARY SEWER IMPROVEMENTS - PHASE 1 - REBID CITY OFFICIALS. STEVE SEXTON Mayor JAMES STAVIG.
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1 SKAGIT COUNTY WASHINGTON CITY OFFICIALS STEVE SEXTON Mayor TED MONTGOMERY JAMES STAVIG City Council RICK DEGLORIA JOE DEGLORIA CHRIS LOVING BILL ASLETT EDIE EDMUNDSON City Council DON ERICKSON SEWER DEPARTMENT SUPERVISOR MARV PULST, P.E. DIRECTOR OF PUBLIC WORKS BRIAN DEMPSEY, P.E. ASSISTANT CITY ENGINEER AUGUST G&O JOB #48 11 SPOKANE STREET, SUITE 7 WENATCHEE, WASHINGTON (09)
2 SHEET NO. SHEET INDEX SHEET TITLE VICINITY MAPS & SHEET INDEX 1
3 ABBREVIATIONS LINETYPES WATER SYMBOLS SHARED UTILITY / OTHER SYMBOLS GAS/POWER/TELEPHONE SYMBOLS SURVEY SYMBOLS SURFACE FEATURES/LANDSCAPING SANITARY/STORM SEWER SYMBOLS GENERAL NOTES: ABBREVIATIONS & SYMBOLS LEGEND 2
4 SHARON AVE. MATCHLINE - SEE SHEET 4 GENERAL NOTES CONSTRUCTION NOTES MATCHLINE - SEE SHEET 4 2 PLAN & PROFILE
5 SHARON AVE. MATCHLINE - SEE SHEET 3 MATCHLINE - SEE SHEET GENERAL NOTES BRIGHTON COURT CONSTRUCTION NOTES MATCHLINE - SEE SHEET MATCHLINE - SEE SHEET 2 4 PLAN & PROFILE
6 MATCHLINE - SEE SHEET 6 SHARON AVE. MATCHLINE - SEE SHEET 4 GENERAL NOTES KATELYN COURT CONSTRUCTION NOTES MATCHLINE - SEE SHEET MATCHLINE - SEE SHEET 6 2 PLAN & PROFILE
7 SKAGIT STREET MATCHLINE - SEE SHEET MATCHLINE - SEE SHEET 7 GENERAL NOTES CONSTRUCTION NOTES MATCHLINE - SEE SHEET MATCHLINE - SEE SHEET PLAN & PROFILE
8 SKAGIT STREET MATCHLINE - SEE SHEET 6 GENERAL NOTES HOMESTEAD DRI VE CONSTRUCTION NOTES MATCHLINE - SEE SHEET PLAN & PROFILE
9 S. ANACORTES AVE. SHARON AVE. GENERAL NOTES CONSTRUCTION NOTES HMA ROAD SECTION (ADDITIVE BID ITEM) SHARON AVE PAVING AT ANACORTES AVE. 8
10 CONNECTION DETAILS CONNECTION DETAIL B SHARON SKAGIT ST CONNECTION DETAIL A SHARON AVE AIR AND VACUUM RELEASE ENCLOSURE 9
11 CONNECTION DETAILS CONNECTION DETAIL D
12 CONNECTION DETAILS 11
13 MANHOLE ADJUSTMENT DETAIL TRENCH PAYMENT LIMIT SCHEDULE STORM AND SEWER PIPE TYPICAL TRENCH SECTION SANITARY SEWER MANHOLE SECTION DETAILS MANHOLE CONCRETE COLLAR CRUSHED SURFACING REPAIR DETAIL SOD REPAIR DETAIL 12
14 PLAN PLAN SECTION CEMENT CONCRETE CURB & GUTTER REPAIR SECTION CEMENT CONCRETE SIDEWALK REPAIR HMA PAVEMENT REPAIR CONCRETE DRIVEWAY/SIDEWALK/CURB REPAIR BUTT JOINT DETAIL HMA ROAD SECTION STA TO STA (ADDITIVE BID ITEM) ASPHALT THICKENED EDGE DETAIL 13 DETAILS
15 HDPE SLIPLINE DETAIL MANHOLE/CATCH BASIN ABANDONMENT DETAIL AIR AND VACUUM RELEASE ASSEMBLY UTILITY TABLE A: MINIMUM CLEARANCES MINIMUM HORIZONTAL CLEARANCE MINIMUM VERTICAL CLEARANCE TYPICAL UTILITY CROSSINGS D.I. TO HDPE CONNECTION DETAIL PIPE ABANDONMENT DETAIL DETAILS MANHOLE/CATCH BASIN REMOVAL DETAIL 14
16 SADDLE MANHOLE DETAIL PLAN SIDE SEWER CLEANOUT TYPICAL VALVE AND VALVE BOX DETAIL DETAILS
17 EROSION/SEDIMENTATION CONTROL NOTES ELEVATION SILT FENCE DETAIL SECTION STORM DRAIN INLET PROTECTION DETAILS PIPE LAYOUT LOCATION DETAIL 16
18 LEGEND PCMS TEMPORARY SIGN LOCATION CHANNELIZING DEVICES TRAFFIC SAFETY DRUM SEQUENTIAL ARROW SIGN TRANSPORTABLE ATTENUATOR PORTABLE CHANGEABLE MESSAGE SIGN TEMPORARY SIGN LOCATION (' MOUNTING HEIGHT) SPEED (MPH) LENGTH (feet) TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. PROTECTIVE VEHICLE (WORK VEHICLE) = R CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 0/6 TO 80 3/4 TO 60 2/ TO NOTES: TRAFFIC CONTROL PLAN FLAGGING STATION WORK ZONE 17
19 LEGEND PCMS TEMPORARY SIGN LOCATION CHANNELIZING DEVICES TRAFFIC SAFETY DRUM SEQUENTIAL ARROW SIGN TRANSPORTABLE ATTENUATOR PORTABLE CHANGEABLE MESSAGE SIGN TEMPORARY SIGN LOCATION (' MOUNTING HEIGHT) SPEED (MPH) LENGTH (feet) TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. PROTECTIVE VEHICLE (WORK VEHICLE) = R CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 0/6 TO 80 3/4 TO 60 2/ TO NOTES: TRAFFIC CONTROL PLAN FLAGGING STATION WORK ZONE
SOUTH COVE PARK MULTI-COURT IMPROVEMENTS FOR OCONEE COUNTY PARKS, RECREATION AND TOURISM SENECA, SOUTH CAROLINA FEBRUARY 2018
Pursuant to agreement between, Inc. (HMW) and the party for which these documents have been prepared, these documents and all data, plans, specifications and other information contained herein are the
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
SN01 STANDARD NOTES CITY OF SAMMAMISH 2018 FLASHING YELLOW ARROW SIGNALS PROJECT NO. DATE BY APPR REVISION COSA0023 KING COUNTY WASHINGTON
STANDARD NOTES SN01 2 OF 8 ROADWAY PLAN PL01 3 OF 8 ROADWAY PLAN PL02 4 OF 8 LANE 10 105 150 205 270 450 500 550 11 12 SHOULDER 115 125 MINIMUM LANE CLOSURE TAPER LENGTH = L 165 225 295 180 245 320 5 25
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,
SN01 STANDARD NOTES CITY OF SAMMAMISH 2018 INTERSECTION IMPROVEMENTS PROJECT NO. DATE BY APPR REVISION COSA0023 KING COUNTY WASHINGTON
STANDARD NOTES SN01 2 OF 17 STANDARD NOTES SN02 3 OF 17 SITE PREP & T.E.S.C. NOTES GENERAL NOTES SITE PREP & T.E.S.C. PLAN SP01 4 OF 17 SITE PREP & T.E.S.C. NOTES GENERAL NOTES SITE PREP & T.E.S.C. PLAN
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
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
(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
ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/14/13 PAGE : VENDOR RANKING
PAGE : 001-1 VENDOR RANKING CONTRACT TIME : 09/01/13 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : IM-I059(370) for constructing the Ramp Widening and Auxiliary Lane (Grade, Drain, Base, Pave and
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
Federal Project No.: OC-095-1(348)
Order : N83 Schedule of Items Page: 2 Oversight/State Project : (NFO)0095-127-857, C501 Federal Project : OC-095-1(348) 0010 513 00100 MOBILIZATION LUMP SUM LUMP SUM 0020 517 00101 CONSTRUCTION SURVEYING
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
City of Grand Island Tuesday, February 13, 2018 Council Session
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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
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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
2011 LOCAL STREET IMPROVEMENTS
11 LOCAL STREET IMPROVEMENTS FOR THE MARCH 11 LIST OF DRAWINGS W. MAIN STREET/STH 19 E. MAIN STREET/STH 19/STH 113 DRAWING TITLE NO. TITLE 1 PROJECT OVERVIEW 2 KLEIN DRIVE CONSTRUCTION PHASING PLAN 3 PHASE
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2 working days CITY ELKO EXISTING LEGEND PROPOSED CENTENNIAL PARK EXPANSION SEET LIGHT POWER POLE ELECICAL BOX 1-800-227-2600 AVOID CUTTING UNDERGROUND UTILITIES WATER VALVE GAS VALVE FIRE HYDRANT OWNER/DEVELOPER:
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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
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
ARIZONA DEPARTMENT OF TRANSPORTATION INFRASTRUCTURE DELIVERY AND OPERATIONS DIVISION CONTRACTS AND SPECIFICATIONS SECTION TABULATION OF BIDS
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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
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HILLS MATERIALS COMPANY UNIT COST TOTAL COST UNIT COST TOTAL COST UNIT COST $294, $294, $74, $74, $35, $35,000.
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panelsizes:min.:30x30,std.:36x36,exp.:36x36,fwy.:48x48 levels:gscolorfill GSBWFILL GSOUTLINE chevronshoulderradius: constructpanels: pan
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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
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