County of Los Angeles Department of Public Works BID SUMMARY

Similar documents
County of Los Angeles Department of Public Works BID SUMMARY

Riverside County Transportation Department Summary of Bids

County of Los Angeles Department of Public Works Construction Division BID SUMMARY (sorted by Unit Price Total)

County of Los Angeles Department of Public Works BID SUMMARY

Riverside County Transportation Department Summary of Bids

BIDDER'S PROPOSAL (continued) CITY OF BERKELEY BID PROPOSAL ITEM NO. A: BASE BID

STREET IMPROVEMENTS PROPOSAL BID ITEMS

THORNTON ROAD WIDENING PROJECT NO. PW1428 B I D D I N G S C H E D U L E

HILLS MATERIALS COMPANY UNIT COST TOTAL COST UNIT COST TOTAL COST UNIT COST $294, $294, $74, $74, $35, $35,000.

CITY AND COUNTY OF DENVER DEPARTMENT OF PUBLIC WORKS STATEMENT OF QUANTITIES. Item No. Description Estimated Quantity

Austin Constructors, LLC S FM N. Richey 9810 FM 969. Pasadena, TX Austin, TX 78724

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.

Project # & Name: # CDBG - Pugh Street Streetscape - East College Ave to East Beaver Ave & East Beaver Ave/Locust Lane Improvements

ARIZONA DEPARTMENT OF TRANSPORTATION INFRASTRUCTURE DELIVERY AND OPERATIONS DIVISION CONTRACTS AND SPECIFICATIONS SECTION TABULATION OF BIDS

2150 F&I 4" PVC pipe LF 100 $ F&I 6" PVC pipe LF 100 $ F&I 8" PVC pipe LF 100 $ 90.00

CITY OF ALAMO HEIGHTS WATER, STREET AND SIDEWALK CAPITAL IMPROVEMENT PROJECTS

Project Book Worksheet for Cost Estimation

Date: 04/20/2018 City Project No.: Addendum No.: 4. The following changes shall be made to the project plans and specifications:

CITY AND COUNTY OF DENVER DEPARTMENT OF PUBLIC WORKS STATEMENT OF QUANTITIES. Item No. Description Estimated Quantity

Fertilizer Type B 2 CWT $ $ $60.00 $ $60.00 $ Sod Water 60 MGAL $60.60 $3, $30.00 $1, $30.00 $1,

ADDENDUM No. 1 Prospective Bidders

BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS

METRO Magnolia Transit Center - Bid Tab

Patton Hill Road (Four Inch Main), Project No

ADDENDUM NO. 1. Contractor shall fax back the recognition sheet acknowledging the receipt of this addendum, or include in their proposal.

SUBTOTAL SITE WORK & DEMOLITION (UTILITIES) $180, $348, $319,943.71

Steese Rd - Curb & Sidewalk Improvement

BID ITEM ESTIMATED UNIT TOTAL UNIT TOTAL UNIT TOTAL NO. QUANTITY UNIT ITEM COST COST COST COST COST COST

Town of Medley Office of Capital Projects & Development Services 7777 NW 72 Avenue, Medley, Florida 33166

COST ESTIMATES: Curb-Running

County of Santa Cruz 0579

McCRORY & WILLIAMS, INC. HILLCREST ROAD CONNECTOR MCR ROADWAY ITEMS

Licensed Class C Virginia Contractor No.

BID TABULATION PAGE 1 OF 4. BL S.R. Harbins Road/Alcovy Road - Intersection Improvements Department of Transporation. CMES, Inc.

McCRORY & WILIJAMS, INC. PROJECT NO. MCR-2008-OO1

Wentzville Parkway South Phase 2 & 2A

Grays Ferry Cost Estimate Breakdown Budgetary Numbers for Machinery Drive Options 10 Nov 14

CT Consultants, Inc.

DESCRIPTION QUANTITY PRICE TOTAL

CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/09/19 HIGHWAY: 02/10/2016 ESTIMATE PAID: AWARD DATE: 02/25/2016 ESTIMATE PERIOD:

Maine Turnpike Authority

BID TABULATION REPORT McKINNEY STREET DRAINAGE IMPROVEMENTS PROJECT No. PWDR10012 BID OPENED : TUESDAY, AUGUST 13, :00 P.M.

Ohio Department of Transportation Official Bid Tabulation James G. Beasley, P.E., P.S., Director

BID FORM PART A. Total Quantity 1 LS $ - 2a Surveying, Layout, and Field Staking 1 LS $ - 2b Maintenance of Traffic 1 LS $ -

Items Unit Quantity Unit Price Total Unit Price Total

DELETE first sentence of first paragraph that reads: REPLACE with the following:

Oaks Commerce Center

CIS 26.txt MIS.CIS.26 MATL VERIF & MISSING SOURCES CONTRACT MGR.NO. 055 PAGE 001

City of Grand Island Tuesday, June 26, 2018 Council Session

Ohio Department of Transportation Official Bid Tabulation Jerry Wray, Director

Ohio Department of Transportation Official Bid Tabulation Jolene M. Molitoris, Director

Ohio Department of Transportation Official Bid Tabulation Jerry Wray, Director

2, total unit $ total unit $ total unit $ total $

Maine Turnpike Authority

Riverside County Flood Control & Water Conservation District 1995 Market St. Riverside, CA Phone: Fax:

SPECIAL GRADING INTERSECTION IMPROVEMENT JOHN WARD RD AT IRWIN RD REVISION DATES

MoDOT 2016 UNIT BID PRICES Northwest District

ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/14/13 PAGE : VENDOR RANKING

Maine Turnpike Authority

Maine Turnpike Authority

SPAS Concepts Preliminary Rough Order of Magnitude Cost Estimates

Federal Project No.: OC-095-1(348)

365, , , A Total of Schedule I and II 530, , A 702, A

Units Est. Qty. Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price

Palm Beach County Department of Environmental Resources Management Construction Contract Bid Evaluation Summary

2015 PAVEMENT MAINTENANCE SECTION 15-PVMTC-05-GM

BID PROPOSAL. Item Description Unit Quantity Unit Price Total Price No. (Unit Price to be written in Words) (Figures) (Figures)

DOCUMENTATION WORKBOOK FY 2017

CONTRACTOR'S REQUEST FOR PAYMENT CHASKA VETERANS PARK IMPROVEMENTS STANTEC PROJECT NO

2015 WEIGHTED AVERAGE BID PRICES WYOMING DEPARTMENT OF TRANSPORTATION AVERAGE UNIT BID PRICES FOR 2015 ENGLISH

6 Hour Backhoe Loader (CAT 415F2/ 415F2 IL, 416F/ 416F2, 420F/420F IT, 420F2/ 420F2 IT, 430F/430F IT, 430F2/ 430F2 IT, 450F or Equiva $32.

City of Grand Island Tuesday, February 13, 2018 Council Session

STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION - TABULATION OF BIDS. District(s): 8 30=047 Start Dt: 05/01/17 Comp. Dt:

(1 ) Active Construction Inc River Road East Tacoma, WA AMOUNT , , ,

EXHIBIT C [** Subdivision Name **] (** Filing No., Phase No. '] SUMMARY

ADDENDUM #2 WATERSHED IMPROVEMENTS ON AN ANNUAL CONTRACT RP031-18

2016 WEIGHTED AVERAGE BID PRICES WYOMING DEPARTMENT OF TRANSPORTATION AVERAGE UNIT BID PRICES FOR 2016 ENGLISH

ARIZONA DEPARTMENT OF TRANSPORTATION INFRASTRUCTURE DELIVERY AND OPERATIONS DIVISION CONTRACTS AND SPECIFICATIONS SECTION TABULATION OF BIDS

Federal Project No.: STP-5128(388)

Ohio Department of Transportation Official Bid Tabulation Jerry Wray, Director

Maine Turnpike Authority

Franklin County Engineer's Office - Highway Design ALKIRE RD & DEMOREST RD ROUNDABOUT CR NO. 11 & CR NO. 25 Bid Tabulation

Macomb County Department of Roads Bid Comparison

Federal Project No.: HSIP-5A27(567)

Ingham County Request for Proposals Okemos Road and Sandhill Road Widening, Packet #15-15

Ohio Department of Transportation Official Bid Tabulation Jerry Wray, Director

2017 WEIGHTED AVERAGE BID PRICES WYOMING DEPARTMENT OF TRANSPORTATION AVERAGE UNIT BID PRICES FOR ENGLISH (10)

SAN ANTONIO WATER SYSTEM

Ohio Department of Transportation Official Bid Tabulation Jerry Wray, Director

B E C K E R & F R O N D O R F Construction Cost Consulting Project Management

INLAND NORTHWEST REGIONAL PAVEMENT CUT POLICY

CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 11/09/17 HIGHWAY: US 287 COUNTY: 11/04/2015 ESTIMATE PAID: AWARD DATE: 11/19/2015 ESTIMATE PERIOD:

TENDER FOR COUNTY ROAD 44 MULTI-USE PATHWAY PHASE 1A & 1B. Tender No.: NG16-19 ADDENDUM #1. October 31, 2016

SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION NOTICE TO CONTRACTORS FOR REGULAR HIGHWAY LETTING April 10, 2018 REVISED

City of West Branch. Office of the City Administrator

CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 09/08/16

PARKING LOT REHABILITATION PROJECT FOR: SJRSC PALATKA CAMPUS

OTTAWA COUNTY ROAD COMMISSION Bid Comparison

Public Works Right of Way Permit Application

San Antonio Water System Standard Specifications for Construction ITEM NO. 836 GREY-IRON AND DUCTILE-IRON FITTINGS

Transcription:

PROJECT NAME CENTRAL AVENUE, ET AL. PROJECT ID RDC0013675 Engineer's Estimate (1) All American Asphalt (2) Sequel Contractors, Inc. (3) Sully-Miller Contracting Company (4) Palp, Inc. 5,177,177.00 5,292,979.00 5,453,692.15 5,485,117.32 1 CONSTRUCTION SCHEDULE 14 1,000.00 MTH 14,000.00 2 PARTNERING (ALLOWANCE OF 5000 AL 5,000.00 3 IMPLEMENTATION OF BMPS 1 15,000.00 LS 15,000.00 4 OFFICE FACILITIES 1 20,000.00 LS 20,000.00 5 MOBILIZATION 1 50,000.00 LS 50,000.00 6 ROOT PRUNE TREE INCL ROOT 8 500.00 EA 4,000.00 7 TREE REMOVAL 58 800.00 EA 46,400.00 8 CONCRETE REMOVAL (NON-REI 818 150.00 CY 122,700.00 9 UNCLASSIFIED EXCAVATION 2414 30.00 CY 72,420.00 10 TRENCH BACKFILL SLURRY (CL 123 100.00 CY 12,300.00 11 PCC CURB, TYPE A1-10 80 20.00 LF 1,600.00 12 PCC CURB, TYPE A1-14 43 20.00 LF 860.00 13 PCC CURB & GUTTER, TYPE A2-1480 20.00 LF 29,600.00 14 PCC WALK & CURB RAMPS, 4" T 73717 4.50 SF 331,726.50 15 DETECTABLE WARNING SURFA 2325 50.00 SF 116,250.00 16 PCC WALK, 6" THICK 691 5.50 SF 3,80 17 PCC DRIVES, 6" THICK 288 5.50 SF 1,584.00 18 PCC PAVEMENT 413 200.00 CY 82,600.00 19 CROSS GUTTER 123 200.00 CY 24,600.00 20 AC PAVEMENT 162 100.00 TON 16,200.00 21 AC PAVEMENT(PATCH BACK) 90 100.00 TON 9,000.00 22 AC PAVEMENT(MEDIANS) 73 100.00 TON 7,300.00 23 AC PAVEMENT(DIGOUTS) 632 100.00 TON 63,200.00 24 ASPHALT-RUBBER HOT-MIX 29114 90.00 TON 2,620,260.00 25 ASPHALT RUBBER HOT MIX (TE 2000 150.00 TON 300,000.00 26 COLD MILL AC PAVEMENT 2198692 0.25 SF 549,673.00 27 CRUSHED MISCELLANEOUS BA 1569 60.00 CY 94,140.00 28 DOUBLE ADJUST MANHOLE 97 800.00 EA 77,600.00 29 TREE WELL COVER 86 125.00 EA 10,750.00 30 FURNISH AND PLANT 15 GALLO 44 400.00 EA 17,600.00 31 TRAFFIC CONTROL 1 150,000.00 LS 150,000.00 32 DETAIL 8 (THERMOPLASTIC) 855 LF 427.50 600.00 24,000.00 18,000.00 168,188.44 200.00 650.00 225.00 100.00 135.00 15.00 15.00 33.00 5.00 50.00 8.00 8.00 275.00 275.00 83.00 96.00 0.18 60.00 480.00 250.00 190.00 305,000.00 8,400.00 5,000.00 24,000.00 18,000.00 168,188.44 1,600.00 37,700.00 184,050.00 241,400.00 16,605.00 1,200.00 645.00 48,840.00 368,585.00 116,250.00 5,528.00 2,304.00 113,575.00 33,825.00 15,390.00 8,550.00 6,935.00 60,040.00 2,416,462.00 192,000.00 395,764.56 94,140.00 46,560.00 21,500.00 8,360.00 305,000.00 427.50 500.00 7,000.00 5,000.00 10,000.00 10,000.00 30,000.00 30,000.00 125,000.00 125,000.00 800.00 6,400.00 800.00 46,400.00 77,710.00 90.00 217,260.00 120.00 14,760.00 30.00 2,400.00 30.00 1,290.00 28.00 41,440.00 5.00 368,585.00 30.00 69,750.00 14.00 9,674.00 14.00 4,032.00 300.00 123,900.00 400.00 49,200.00 90.00 14,580.00 90.00 8,100.00 90.00 6,570.00 90.00 56,880.00 90.00 2,620,260.00 90.00 180,000.00 0.30 659,607.60 60.00 94,140.00 700.00 67,900.00 250.00 21,500.00 250.00 11,000.00 87,500.00 87,500.00 427.50 1,000.00 14,000.00 5,000.00 11,000.00 11,000.00 55,000.00 55,000.00 102,000.00 102,000.00 825.00 6,600.00 675.00 39,150.00 135.00 110,430.00 105.00 253,470.00 100.00 12,300.00 27.00 2,160.00 27.00 1,16 28.00 41,440.00 5.50 405,443.50 43.00 99,975.00 7.00 4,837.00 8.50 2,448.00 290.00 119,770.00 290.00 35,670.00 130.00 21,060.00 230.00 20,700.00 145.00 10,585.00 96.00 60,672.00 93.50 2,722,159.00 93.50 187,000.00 0.25 549,673.00 115.00 180,435.00 600.00 58,200.00 260.00 22,360.00 265.00 11,660.00 90,000.00 90,000.00 0.43 367.65 1,000.00 14,000.00 5,000.00 50,000.00 50,000.00 40,000.00 40,000.00 135,000.00 135,000.00 880.00 7,040.00 716.00 41,528.00 127.00 103,886.00 7 171,394.00 170.00 20,910.00 1 880.00 12.00 516.00 23.40 34,632.00 3.40 250,637.80 61.60 143,220.00 6.70 4,629.70 6.70 1,929.60 22 91,273.00 22 27,183.00 155.00 25,110.00 155.00 13,950.00 155.00 11,315.00 82.00 51,824.00 90.00 2,620,260.00 104.00 208,000.00 0.34 747,555.28 180.00 282,420.00 879.00 85,263.00 276.00 23,736.00 27 11,924.00 50,000.00 50,000.00 0.44 376.20 680.00 22,800.00 32,600.00 136,037.69 74 708.20 149.40 93.20 145.00 26.60 41.80 32.48 5.18 45.82 10.14 10.44 281.60 308.80 130.00 167.40 127.80 94.00 89.20 96.70 0.26 10 631.80 260.00 279.20 142,500.00

PROJECT NAME CENTRAL AVENUE, ET AL. PROJECT ID RDC0013675 Engineer's Estimate (1) All American Asphalt (2) Sequel Contractors, Inc. (3) Sully-Miller Contracting Company (4) Palp, Inc. 5,177,177.00 5,292,979.00 5,453,692.15 5,485,117.32 33 DETAIL 9 (THERMOPLASTIC) 79540 0.60 LF 47,724.00 34 DETAIL 21 (THERMOPLASTIC) 205 LF 205.00 35 DETAIL 22 (THERMOPLASTIC) 8025 LF 8,025.00 36 DETAIL 24 (THERMOPLASTIC) 310 LF 310.00 37 DETAIL 25 (THERMOPLASTIC) 265 LF 265.00 38 DETAIL 26 (THERMOPLASTIC) 2705 LF 1,352.50 39 DETAIL 28 (THERMOPLASTIC) 30 1.50 LF 45.00 40 DETAIL 29 (THERMOPLASTIC) 1995 2.00 LF 3,990.00 41 DETAIL 31 (THERMOPLASTIC) 165 1.50 LF 247.50 42 DETAIL 32 (THERMOPLASTIC) 14148 1.50 LF 21,222.00 43 DETAIL 38 (THERMOPLASTIC) 5930 LF 5,930.00 44 DETAIL 39 (THERMOPLASTIC) 1625 0.70 LF 1,137.50 45 DETAIL 40 (THERMOPLASTIC) 33 LF 33.00 46 DETAIL 38A (THERMOPLASTIC) 15 LF 15.00 47 DETAIL 39A (THERMOPLASTIC) 600 0.70 LF 420.00 48 DETAIL 27B (THERMOPLASTIC) 1685 0.80 LF 1,348.00 49 PAVEMENT MARKINGS (THERM 2658 3.00 SF 7,974.00 50 12" STRIPING (THERMOPLASTIC 7155 3.00 LF 21,465.00 51 CURB MARKINGS (TWO-COAT P 2270 2.00 LF 4,540.00 52 REMOVE PAVEMENT MARKING 166 SF 166.00 53 REMOVE STRIPING AND MARKI 5000 3.00 SF 15,000.00 54 REMOVE 12" STRIPING (PAINT) 2375 SF 2,375.00 55 NO. 5 PULL BOX 7 200.00 EA 1,400.00 56 NO. 6 PULL BOX 1 250.00 EA 250.00 57 INDUCTIVE LOOP DETECTOR A 7040 5.50 LF 38,720.00 58 2-CAMERA VIDEO DETECTION S 2 7,500.00 EA 15,000.00 59 FLASHING ARROW SIGN 2 5,000.00 EA 10,000.00 2.50 1.50 2.00 2.00 2.00 700.00 700.00 6.50 20,000.00 3,000.00 39,770.00 205.00 8,025.00 310.00 265.00 1,352.50 37.50 2,493.75 206.25 17,685.00 5,930.00 812.50 33.00 15.00 300.00 842.50 6,645.00 10,732.50 2,270.00 332.00 10,000.00 4,750.00 4,900.00 700.00 45,760.00 40,000.00 6,000.00 39,770.00 205.00 0.80 6,420.00 310.00 132.50 1,352.50 30.00 1,9 165.00 14,148.00 2.00 11,860.00 1,625.00 33.00 2.00 30.00 300.00 842.50 4.00 10,632.00 2.00 14,310.00 3.00 6,810.00 3.00 498.00 3.00 15,000.00 3.00 7,125.00 600.00 4,200.00 600.00 600.00 8.00 56,320.00 20,000.00 40,000.00 10,000.00 20,000.00 0.35 27,839.00 0.95 194.75 0.95 7,623.75 1.05 325.50 0.65 172.25 0.43 1,163.15 37.50 2,493.75 206.25 17,685.00 0.85 5,04 0.43 698.75 1.05 34.65 1.05 15.75 0.43 258.00 0.43 724.55 2.60 6,910.80 1.60 11,448.00 1.05 2,383.50 1.60 265.60 1.60 8,000.00 1.60 3,800.00 750.00 5,250.00 875.00 875.00 6.75 47,520.00 17,500.00 35,000.00 5,500.00 11,000.00 0.35 27,839.00 205.00 8,025.00 310.00 0.70 185.50 0.44 1,190.20 30.00 1.33 2,653.35 1.33 219.45 1.33 18,816.84 5,930.00 0.44 715.00 33.00 15.00 0.44 264.00 0.44 741.40 2.75 7,309.50 1.65 11,805.75 2,270.00 1.50 249.00 1.65 8,250.00 1.65 3,918.75 767.00 5,369.00 900.00 900.00 7.00 49,280.00 18,000.00 36,000.00 8,600.00 17,200.00 0.44 0.99 0.95 0.91 1.10 1.37 1.01 1.41 3.37 1.75 1.81 2.42 763.40 915.00 7.05 18,700.00 6,370.00

PROJECT NAME CENTRAL AVENUE, ET AL. Engineer's Estimate (1) All American Asphalt (2) Sequel Contractors, Inc. (3) Sully-Miller Contracting Company (4) Palp, Inc. 5,177,177.00 5,292,979.00 5,453,692.15 5,485,117.32 Total Amount 5,094,75 5,177,197.00 5,292,979.60 5,453,692.15 5,485,117.32 (3) Local Small Business Enterprise(LSBE) Preference Amount (4) LSBE Adjusted Amount -40,000.00 0.00 0.00 0.00 5,217,197.00 5,292,979.60 5,453,692.15 5,485,117.32 (5) Comments APPARENT LOW BIDDER

PROJECT NAME CENTRAL AVENUE, ET AL. Engineer's Estimate (5) Griffith Company 1 CONSTRUCTION SCHEDULE 14 1,000.00 MTH 14,000.00 2 PARTNERING (ALLOWANCE OF 5000 AL 5,000.00 3 IMPLEMENTATION OF BMPS 1 15,000.00 LS 15,000.00 4 OFFICE FACILITIES 1 20,000.00 LS 20,000.00 5 MOBILIZATION 1 50,000.00 LS 50,000.00 6 ROOT PRUNE TREE INCL ROOT 8 500.00 EA 4,000.00 7 TREE REMOVAL 58 800.00 EA 46,400.00 8 CONCRETE REMOVAL (NON-REI 818 150.00 CY 122,700.00 9 UNCLASSIFIED EXCAVATION 2414 30.00 CY 72,420.00 10 TRENCH BACKFILL SLURRY (CL 123 100.00 CY 12,300.00 11 PCC CURB, TYPE A1-10 80 20.00 LF 1,600.00 12 PCC CURB, TYPE A1-14 43 20.00 LF 860.00 13 PCC CURB & GUTTER, TYPE A2-1480 20.00 LF 29,600.00 14 PCC WALK & CURB RAMPS, 4" T 73717 4.50 SF 331,726.50 15 DETECTABLE WARNING SURFA 2325 50.00 SF 116,250.00 16 PCC WALK, 6" THICK 691 5.50 SF 3,80 17 PCC DRIVES, 6" THICK 288 5.50 SF 1,584.00 18 PCC PAVEMENT 413 200.00 CY 82,600.00 19 CROSS GUTTER 123 200.00 CY 24,600.00 20 AC PAVEMENT 162 100.00 TON 16,200.00 21 AC PAVEMENT(PATCH BACK) 90 100.00 TON 9,000.00 22 AC PAVEMENT(MEDIANS) 73 100.00 TON 7,300.00 23 AC PAVEMENT(DIGOUTS) 632 100.00 TON 63,200.00 24 ASPHALT-RUBBER HOT-MIX 29114 90.00 TON 2,620,260.00 25 ASPHALT RUBBER HOT MIX (TE 2000 150.00 TON 300,000.00 26 COLD MILL AC PAVEMENT 2198692 0.25 SF 549,673.00 27 CRUSHED MISCELLANEOUS BA 1569 60.00 CY 94,140.00 28 DOUBLE ADJUST MANHOLE 97 800.00 EA 77,600.00 29 TREE WELL COVER 86 125.00 EA 10,750.00 30 FURNISH AND PLANT 15 GALLO 44 400.00 EA 17,600.00 31 TRAFFIC CONTROL 1 150,000.00 LS 150,000.00 32 DETAIL 8 (THERMOPLASTIC) 855 LF 427.50 33 DETAIL 9 (THERMOPLASTIC) 79540 0.60 LF 47,724.00 300.00 4,200.00 5,000.00 19,000.00 19,000.00 20,000.00 20,000.00 150,000.00 150,000.00 1,000.00 8,000.00 700.00 40,600.00 165.00 134,970.00 100.00 241,400.00 200.00 24,600.00 50.00 4,000.00 125.00 5,375.00 50.00 74,000.00 7.00 516,019.00 44.50 103,462.50 15.00 10,365.00 15.00 4,320.00 322.00 132,986.00 358.00 44,034.00 180.00 29,160.00 267.00 24,030.00 154.00 11,242.00 107.00 67,624.00 89.50 2,605,703.00 100.00 200,000.00 0.25 549,673.00 90.00 141,210.00 500.00 48,500.00 264.00 22,704.00 420.00 18,480.00 180,000.00 180,000.00 427.50 39,770.00 680.00 22,800.00 32,600.00 136,037.69 74 708.20 149.40 93.20 145.00 26.60 41.80 32.48 5.18 45.82 10.14 10.44 281.60 308.80 130.00 167.40 127.80 94.00 89.20 96.70 0.26 10 631.80 260.00 279.20 142,500.00 0.44

PROJECT NAME CENTRAL AVENUE, ET AL. Engineer's Estimate (5) Griffith Company 34 DETAIL 21 (THERMOPLASTIC) 205 LF 205.00 35 DETAIL 22 (THERMOPLASTIC) 8025 LF 8,025.00 36 DETAIL 24 (THERMOPLASTIC) 310 LF 310.00 37 DETAIL 25 (THERMOPLASTIC) 265 LF 265.00 38 DETAIL 26 (THERMOPLASTIC) 2705 LF 1,352.50 39 DETAIL 28 (THERMOPLASTIC) 30 1.50 LF 45.00 40 DETAIL 29 (THERMOPLASTIC) 1995 2.00 LF 3,990.00 41 DETAIL 31 (THERMOPLASTIC) 165 1.50 LF 247.50 42 DETAIL 32 (THERMOPLASTIC) 14148 1.50 LF 21,222.00 43 DETAIL 38 (THERMOPLASTIC) 5930 LF 5,930.00 44 DETAIL 39 (THERMOPLASTIC) 1625 0.70 LF 1,137.50 45 DETAIL 40 (THERMOPLASTIC) 33 LF 33.00 46 DETAIL 38A (THERMOPLASTIC) 15 LF 15.00 47 DETAIL 39A (THERMOPLASTIC) 600 0.70 LF 420.00 48 DETAIL 27B (THERMOPLASTIC) 1685 0.80 LF 1,348.00 49 PAVEMENT MARKINGS (THERM 2658 3.00 SF 7,974.00 50 12" STRIPING (THERMOPLASTIC 7155 3.00 LF 21,465.00 51 CURB MARKINGS (TWO-COAT P 2270 2.00 LF 4,540.00 52 REMOVE PAVEMENT MARKING 166 SF 166.00 53 REMOVE STRIPING AND MARKI 5000 3.00 SF 15,000.00 54 REMOVE 12" STRIPING (PAINT) 2375 SF 2,375.00 55 NO. 5 PULL BOX 7 200.00 EA 1,400.00 56 NO. 6 PULL BOX 1 250.00 EA 250.00 57 INDUCTIVE LOOP DETECTOR A 7040 5.50 LF 38,720.00 58 2-CAMERA VIDEO DETECTION S 2 7,500.00 EA 15,000.00 59 FLASHING ARROW SIGN 2 5,000.00 EA 10,000.00 205.00 8,025.00 155.00 132.50 1,352.50 30.00 1,9 165.00 14,148.00 2.00 11,860.00 1,625.00 33.00 2.00 30.00 300.00 842.50 5.00 13,290.00 2.00 14,310.00 3.00 6,810.00 4.00 664.00 4.00 20,000.00 4.00 9,500.00 1,000.00 7,000.00 1,500.00 1,500.00 7.00 49,280.00 18,000.00 36,000.00 4,750.00 9,500.00 0.99 0.95 0.91 1.10 1.37 1.01 1.41 3.37 1.75 1.81 2.42 763.40 915.00 7.05 18,700.00 6,370.00

PROJECT NAME CENTRAL AVENUE, ET AL. Engineer's Estimate (5) Griffith Company Total Amount 5,094,75 (3) Local Small Business Enterprise(LSBE) Preference Amount (4) LSBE Adjusted Amount 0.00 (5) Comments