Loading...
HomeMy WebLinkAboutResolution - 2011-R0439 - Amendment To Agreement - Parkhill, Smith, & Cooper Inc.- Runway/Taxiway Project - 10/13/2011Resolution No. 2011—RO439 October 13, 2011 Item No. 5.25 I I RESOLUTION BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: THAT the Mayor of the City of Lubbock is hereby authorized and directed to execute for and on behalf of the City of Lubbock, Amendment No. 5 to that certain Agreement dated January 14, 2010 for the construction phase on Phase III Runway 8/26 and Taxiway Improvements Project, by and between the City of Lubbock and Parkhill, Smith & Cooper, Inc., and related documents. Said Amendment is attached hereto and incorporated in this resolution as if fully set forth herein and shall be included in the minutes of the City Council. Passed by the City Council on ATTEST: Rebec Garza, City Secretary APPROVED AS TO CONTENT: October 13, 2011 TOM MARTIN, MAYOR Loomis, Executive Director of Aviation APPROVED AS TO FORM: Chad Weaver, Assistant City Attorney vwxcdocs/RES.Amend #5 Agrmt-PSC, Inc. September 27, 2011 IP'ARKHILLSMITH&COOPER Resolution No. 2011-80439 September 26, 2011 Mr. James W. Loomis, A.A.E. Director of Aviation Lubbock Preston Smith International Airport Administration Office, 2nd Floor 5401 N. Markin Luther King Jr. Blvd., Unit 389 Lubbock,Texas 79403 Re: Amendment No. 5 to Agreement for Professional Services, Construction Phase Services for LBB Runway 08126 and Taxiway Improvements Phase 3 Dear Mr. Loomis: As requested, we have prepared Amendment No. 5 for construction phase services related Phase 3 of the LBB Runway 08/26 and Taxiway Improvements project. Refer to the detailed fee sheets attached for an itemization of the scope of services. This amendment corresponds to the construction project duration of 311 calendar days, which includes the base bid and alternates 2-15. The contract amendment modifies the scope of professional services included in our original agreement dated January 14, 2010. Task 1 - Hourly Rate w/Max Fee for Construction Phase Services (PSC) (Construction administration, Resident Project Representative, reimbursable expenses, etc.) $ 1,005,000 Task 2 - Reimbursable Fee for Construction Phase Services (PSC Subs) (Construction administration, site visits, etc.) $ 94,700 Task 3 - Surveying and Testing Services related to Phase 3 construction, excluding as -built survey related to 18B (PSC Subs) (Reimbursable expenses/fees not to exceed) $ 495,200 Task 4 - Hourly Rate w/Max Fee for PSC services related to FAA 15015300-18B (PSC) (Coordination of subs, data collection, AGIS submittal, reimbursable expenses, etc.) $ 51,700 Task 5 - Reimbursable Fee for FAA 15015300-18B Services (PSC Subs) (Surveying, aerial photography, data collection, AGIS submittal, etc.) $ 51,900 TOTAL $ 1,698,500 We propose to modify the agreement between the City of Lubbock and Parkhill, Smith & Cooper, Inc. dated January 14, 2010 and to provide the additional Task 1 through Task 5 services under the provisions of the contract, EXHIBIT B - PAYMENTS TO THE ENGINEER, PARAGRAPH B4.02. Compensation for Construction Phase - Tasks 1-5 Services shall not exceed $1,698,500 without Owner's approval. Amarillo EI Paso Las Cruces Lubbock Midland J 2 35th S(reet Lubbock, TE,xas 79423 806,473r2200 Fax 806 1;3 3500 Mr. James Loomis, A.A.E. Page 2 September 26, 2011 If the terms of this amendment are agreeable to you, please sign and return one copy of this letter to our office. We will take receipt of this signed letter as our notice to proceed with these services. We look forward to working with you in completing this project. If you have any questions please call either Mark Haberer or me. Sincerely, PARKHILL, SMITH & COOPER, INC. By PE ohn 7. Hamilton,,._ rrrLPriricipal ( \ J Vice Presid nt By Mark D. Haberer, PE Firm Principal IN TRIPLICATE JTHlpas Enclosures Matal Trotads5 l l Q711.11 V1DMNICONTRACTSTINAt.lmntract amendment 5. doc Accepted by: CITY OF LUBBOCK By Tom Martin Mayor Attest: By LL_4-� �a Rebecca Garza City Secretary as to Content: James W. Loomis, A.A.E. Director of Aviation Approved as to Form: By had Weaver City Attorney /- r o- MWFlj@' NM PARKHILL, SMITH & COOPER, INC. e LUBBOCK PROJECT BUDGET SHEET LOCATION CODE: 01 PROJECT NAME: LBB 8/26 P3 CST JOB NO.: 01-2711-11 TASK: 1CST DATE: 09123/11 FEE TYPE: Hourly Rate wlMax PREPARED BY: MDH PRINCIPAL: JTH PROJ. MANAGER: MDH OVERHEAD RATE: PROFIT ON LABOR: PROFIT ON REIMS: 15.00% PROFIT ON DIRECTS: 15.00% $1,005,000 FEE: $1,004, 90 LABOR: $974,958 OVERHEAD: REIMS. CONSULTANTS: REIMB. EXPENSES: $26,115 DIRECT CONSULTANTS: DIRECT EXPENSES: LABOR BUDGETS: CODE DESCRIPTION HOURS COSTS 01 Firm Principal 239 $40,869 01 Firm Principal 1,115 $143,835 11 Resident Project Representat 6,332 $595,208 03 Engineer 510 $57,120 07 Engineer -in -Training 1,202 $112,988 07 Engineer -in -Training 306 $22,338 18 Clerical 40 $2,600 Page 1 of 1 FEE ESTIMATING SHEET PROJECT: LBB 6126 P3 CST JOB NO.. 01-2711.11 TASK: 1r -ST SALARY CATEGORY OF PERSONNEL RATE PER HOUR FP FP RPR ENG EIT FIT CLERICAL TASK 01 01 11 03 07 07 18 Tris $171.00 $129.00 $94.00 $112.00 $94.00 $73.00 $65.40 TOTAL Base Bid + All Alternates RPR (311 calendar day construction period) Preconstruction Conference 1 2 2 311 Days at 10 Hrs/ Day 311 3110 3,110 2nd RPR 160 Days at 10 Hrsf Day 160 1600 1,600 RPR for night pours (2 men at 60 days at 10hrld ay) 120 1200 1,200 40 Pre/Post Days at 8 Hrsf Day 10 320 320 CONSTRUCTION PHASE Conduct Preconstr Conference, minutes 1 1 2 2 2 2 9 Coord baseline surveys, benchmark 8 4 12 Site visits, notes, progress meetings 72 108 180 81 270 90 729 Coord. with RPR, Contractor, Owner 20 54 720 405 720 1,899 Routine change orders 12 12 12 36 Review submittals 16 24 40 72 152 Pay estimates including final 12 12 24 24 72 Certifications, guarantees & warranties 8 8 16 Final inspection and notes/findings 8 24 24 8 8 72 MISCELLANEOUS ITEMS QC/PM (9 mos. @ 2 hrs./mo.) 22 22 Prepare stmts. (9 @ 1 hr.) 11 11 Weekly Progress Reports (0.5 hr. each) 22 22 44 Coordination with Owner 36 36 72 CLOSEOUT PHASE Update ALIS (to be included in Task 4) Record drawings 16 24 50 70 160 Warranty insp./address warranty items 6 24 24 16 2 72 Addnl. compliance insps. 4 4 4 4 16 Final test and QC rpt. 20 36 28 28 6 118 BUDGET SUBTOTALS: HOURS/ Trips - 695' 239 1115 6332 510 1202 306 40 974 SALARY $40,869 $143,835 $595,208 $57,120 $112,988 $22,338 $2,600 $974,958 Page 1 of 1 FEE ESTIMATING SHEET PROJECT: REIMBURSABLES LBB 8126 P3 CST 108 O.: 0 -2711-11 TASK: 1CST REIMBURSABLE CONSULTANT COSTS SUBTOTAL 511 STRUCTURAL CONSULTANTS 512 MECHIEtEC CONSULTANTS 513 ENV & CIVIL CONSULTANTS 514 LANDSCAPE CONSULTANTS 515 TESTING CONSULTANT: 516 SURVEYING CONSULTANTS 517 INTERIOR DESIGN CONSULTANT,' 518 OTHER CONSULTANTS TOTAL RI 5 A REIMBURSABLE EXPENSES _ 521 TRAVEL/LODGING MOTEL DAYS @ AIR TRAVEL ABR FARE @ PARKING DAYS @ CAR RENTAL DAYS @ MILEAGE 55 MILES @ MEN @ IMANDAY MEN @ IMAN IOAY IDAY $0.555 @ 695 TRIPS = = = m = $21,214.88 SUBTOTAL $21,215 522 REPRODUCTIONS BLUELINE PRINTS 200 SEPIA PRINTS PRINTING. ORIGINAL SET-UP COST COST PER SHEET BINDING COST 5 XEROX 1000 SHTS @ $2.55 @. 5 SETS = $2,550.00 SHTS @ $8.51 @ SETS = ORIGINALS @ $0.15 LORI. _ SETS @ $0.08 ISHT @ 250 SHEETS= SETS @ $2JM /SET - $10.00 SHTS @ $0.08 ISHT SUBTOTAL $2,6140 523 MODEL7RENDERINGSlPHOTOS Shots @ IShat 524 TELEPHONE 300 Calls @ $2.00 /Call $600 525 MEALS DAYS @ MEN @ IMANDAY 526 FIELD SUPPLIES $400 528 POSTAGE 100 Mailings @ $2.00 !Mailing $200 529 PUBLICATIONS & SUBSCRIPTIONS 530 MISC REkMBURSABLE EXP 531 FAX 100 Pages @ $1.00 $100 532 TEMPORARY PERSONNEL 533 DRAFTING SUPPLIES 534 OFFICE SUPPLIES 535 CADD 120 HOURS @. $8.00 IHOUR $960 536 FIELD EQUIP RENTAL 546 SOFTWARE TOTAL REIMBURSABLE EX ENS 26, 15 Page 1 of 1 PARKHILL, SMITH & COOPER, INC. - LUBBOCK PROJECT BUDGET SHEET LOCATION CODE: 01 PROJECT NAME: LBB 8/26 P3 CST JOB NO.: 01-2711-11 TASK: 2SUB DATE: 09/16/11 FEE TYPE: Hourly Rate w/Max PREPARED BY: MDH PRINCIPAL: JTH PROJ. MANAGER: MDH OVERHEAD RATE: PROFIT ON LABOR: PROFIT ON REIMB: 15.00% PROFIT ON DIRECTS: 15.00% $94,700 FEE: $944,/729_ LABOR: OVERHEAD: REIMB. CONSULTANTS: $82,373 REIMB. EXPENSES: DIRECT CONSULTANTS: DIRECT EXPENSES: LABOR BUDGETS: CODE DESCRIPTION HOURS COSTS 01 Firm Principal 03 Engineer 1 l Resident Project Representat 03 Engineer 07 Engineer -in -Training 14 CADD Operator 18 Clerical Page 1 of 1 FEE ESTIMATING SHEET REIMBURSABLES PROJECT: LBB 8126 P3 CST JOB NO.: 01-2711-11 TASK: 2SUB REIMBURSABLE CONSULTANT COSTS SUBTOTAL 511 STRUCTURAL CONSULTANTS 512 MECHIELEC CONSULTANTS CP Crossno and Associates $46,973 513 ENV & CIVIL CONSULTANTS Transtec $20,400 514 LANDSCAPE CONSULTANTS 515 TESTING CONSULTANT: 516 SURVEYING CONSULTANTS 517 INTERIOR DESIGN CONSULTANT; 518 OTHER CONSULTANTS Ncom 15,000 TOTAL REIMBURSABLE CONSUEA REIMBURSABLE EXPENSES 521 TRAVELJLODGING MOTEL AIR TRAVEL PARKING CAR RENTAL MILEAGE DAYS @ AIR FARE @ DAYS @ DAYS @ MILES@ $0.555 MEN @ MEN @ /DAY /DAY ( IMANDAY /MAN = = = TRIPS = SUBTOTAL 522 REPRODUCTIONS BLUELINE PRINTS SEPIA PRINTS PRINTING. ORIGINAL SET-UP COST COST PER SHEET BINDING COST XEROX SHTS @ SHTS @ ORIGINALS SETS @ SETS @ SHTS @ $2.55 @ 6 SETS = $8.51 @ SETS = @ $0.15 LORI. r $0.08 ISHT @ 250 SHEETS= $2.00 ISET = $0.08 ISHT - SUBTOTAL 523 MODEURENDERINGSIPHOTOS Shots @ /Shot 524 TELEPHONE Calls @ $2.00 /Call _ 525 MEALS DAYS @ MEN @ IMANDAY 526 FIELD SUPPLIES 528 POSTAGE Mailings @ $2.00 Wailing 529 PUBLICATIONS & SUBSCRIPTIONS 530 MISC REIMBURSABLE EXP 531 FAX Pages @ $1.00 532 TEMPORARY PERSONNEL 533 DRAFTING SUPPLIES 534 OFFICESUPPLIES 535 CADD HOURS @ $8.00 /HOUR 536 FIELD EQUIP RENTAL 546 SOFTWARE - TOTAL R I B L E E PENSES Page 1 of 1 ESTIMATE OF CONSULTANT'S FEE Project No: 8110/2011 AIP Project No: DRAFT Phase 3 Bid, Construction , Closeout Phase Airport: Lubbock Project Manager: PSC Consultant: CPC&A HOURLY RATES ILS Electronics Electrical Engineer Engineer Engineer Technical Drafting Clerical $48.50 $45.00 42.50 27.00 1 $23.00 16.00 Consultant's G&A 1.51 Consultant's Profit 0.1 Consultant's Multiplier 2.76 LABOR HOURS BY PHASE ILS Electronics Electrical Engineer Engineer Engineer Technical Drafting Clerical Preliminary Report 0 0 0 0 0 0 Preliminary Design 0 0 0 0 0 0 Final Design 0 0 0 0 0 0 Bidding 16 0 4 0 4 12 Construction 108 32 40 0 32 40 Closeout 22 12 12 0 40 24 Total Hours 146 44 56 0 76 76 TOTAL PAYROLL COSTS $39,772.21 TOTAL MISC. EXPENSES $7,200.00 SUBCONTRACT SERVICES Service Charges $0.00 Carrying Charge 1.15 Prepared by: Date: Total Subcontract Services $0.00 TOTAL BASIC SERVICES CONTRACT COSTS $46,972.21 ADDITIONAL SERVICES Reviewed by: Date: Resident Inspection Testing Total Additional Services $0.00 TOTAL ENGINEERING COST $46,972.21 ESTIMATED CONSTRUCTION COST 3,151,255.00 ENGINEERING COST AS PERCENT OF TOTAL CONSTRUCTION COST 1.49% FEE ESTIMATE FORM 11195 page 2 TtiE TRANS .GROUP . 19 August 2011 Mark D. Haberer, PE Firm Principal Parkhill, Smith & Cooper, Inc. 4222 85h Street Lubbock, Texas 79423 [by email: MHaberer@team-psc.com] Dear Mr. Haberer, By way of this letter, I would like to propose our services as part of ongoing work for the City of Lubbock for construction phase services related to LBB Runway 08/26 Phase 3. We propose to provide construction phase consulting during the concrete paving and overlay work. More specifically, our proposed scope of services will include: I . Generally Consulting Services during Constriction (up to 50 hours) • Q&A with Engineer • Troubleshooting • Submittal review • Other related services 2, Site visits (up to 10 hours per person -trip, and transportation costs and per diem) • Site visit #I — Attend pre -construction conference. • Site visit #2 -- Beginning of runway overlay to review repairs to existing pavement, asphalt interlayer, fabric installation, proposed concrete placement procedures, etc. • Site visit #3 — Supplementary site visit as requested by the Engineer. 3. Time for written report of findings where applicable (included in hourly estimates above). We propose the following fee schedule for these services: • Robert Rasmussen, Chief Engineer, $185 • Gary Fick, Senior Consultant, $165 • Project Engineer, $130 We propose a total fee not to exceed $20,400, based on the scope described herein. If you have any questions, or require additional information, please do not hesitate to contact me. Thank you for your consideration, and we look forward to working with you. Sincerely, Robert Otto Rasmussen, PhD, INCE, PE (TX) 6111 Balcones Drive. Austin, Texas 78731.T512.451.6233. F512.451.6234. www.TheTranstecGroup,com The World's Pavement Engineering Specialists. N -Com, Inc. 6129 79th Lubbock,TX 79424 806-866-9900 August 19, 2011 Mr. Mike Haberer Parkhill, Smith, & Cooper 4222 85'' Street Lubbock, Texas 79423 Dear Mr. Haberer: The following information is provided to document the cost of engineering support services associated with telecommunications additions to the Lubbock Airport Project. N -Com will provide administrative engineering services for support of the telecommunications construction associated with the contract, including pre -construction meetings. In addition, N -Com will provide on-site inspection services during construction of the fiber and conduit system. The fees associated with these services are summarized as follows: Administrative Engineering $3,500 Construction Inspection $700/day @ 5 days ($3,500) Total fees are projected to total $7,000. The inspection fees are based on a projected amount of days for this service. Actual costs may vary based on actual days required to complete the services. Should you have any questions regarding the fees associated with this project, please feel free to contact me at 806-866-9900. Sincerely, Rob Wilkinson Vice President — Planning & Design PARKHILL, SMITH & COOPER, INC, - LUBBOCK PROJECT BUDGET SHEET LOCATION CODE: 01 PROJECT NAME: LBB 8126 P3 CST JOB NO.: 01-2711-11 TASK: 3S&T DATE: 09/16/11 FEE TYPE: Hourly Rate w/Max PREPARED BY: MDH PRINCIPAL: JTH PROD. MANAGER: MDH OVERHEAD RATE: PROFIT ON LABOR: PROFIT ON REIMS: 15.00% PROFIT ON DIRECTS: 15.00% $495,200 FEE: $495, 1 LABOR: OVERHEAD: REIMB. CONSULTANTS: $430,636 REIMB. EXPENSES: DIRECT CONSULTANTS: DIRECT EXPENSES: LABOR BUDGETS: CODE DESCRIPTION HOURS COSTS 01 Firm Principal 03 Engineer 11 Resident Project Representat 03 Engineer 07 Engineer-in-Training 14 CADD Operator 18 Clerical Page 1 of 1 FEE ESTIMATING SHEET REIMBURSABLES PROJECT: LBB 8126 P3 CST JOB NO.'. 01-2711-11 TASK: 3S&T REIMBURSABLE CONSULTANT COSTS SUBTOTAL 511 STRUCTURAL CONSULTANTS 512 LBB 8126 P3 CST 513 01-2711-11 514 LANDSCAPE CONSULTANTS 515 TESTING CONSULTANT: Rodriguez Testing 380,936 516 SURVEYING CONSULTANTS Stevens Surveying 49,700 517 INTERIOR DESIGN CONSULTANT: All 18B "as -built" survey included in Task 5) 518 OTHER CONSULTANTS TOTAL IM S S REIMBURSABLE EXPENSES 521 TRAVEULODGING MOTET. AIR TRAVEL PARKING CAR RENTAL MILEAGE DAYS @ AIR FARE @ DAYS @ DAYS @ MILES @ $0.550 MEN @ IMANDAY MEN @ /MAN /DAY /DAY @ TRIPS = = = = = SUBTOTAL 522 REPRODUCTIONS BLUELINE PRINTS SEPIA PRINTS PRINTING', ORIGINAL SET-UP COSI COST PER SHEET BINDING COSI XEROX SHTS @ SHTS @ ORIGINALS SETS @ SETS @ SHTS @ $2.55 @ 8 SETS = $8.51 @ SETS = @ $0.15 IORL _ $4.08 ISHT @ 250 SHEETS = $2.00 /SET = $0.08 ISHT = SUBTOTAL 523 MODELIRENDERINGSIPHOTOS Shots @ !Shot 524 TELEPHONE Calls @ $2.00 /Call 525 MEALS DAYS @ MEN @ IMANDAY 526 FIELD SUPPLIES 528 POSTAGE Mailings @ $2.00 !Mailing 529 PUBLICATIONS& SUBSCRIPTIONS 530 MISC. REIMBURSABLE EXP 531 FAX Pages @ $1.00 532 TEMPORARY PERSONNEL 533 DRAFTING SUPPLIES 534 OFFICE SUPPLIES 535 CARD HOURS @ $8.00 IHOUR 536 FIELD EQUIP RENTAL 546 SOFTWARE -TOTAL REIMRURSABLE ^ P S - �.J Page 1 of 1 Rodriguez Engineering Laboratories August 90, 2011 Mark D. Haberer, P. E. Parkhill, Smith & Cooper, Inc. 4222 85' Street Lubbock, Texas 79423 RL: Lubbock Preston Smith International Airport "Runway 8-26 Extension &c Taxiway Improvements, Phase 3" Lubbock, Texas Dear Mr. Haberer: Enclosed is a cost estimate for performing the construction materials quality acceptance testing for the subject project. We propose to handle this work for a total lump sum fee of $241,403.00 (SASE BID) or $380,936.00 (BASE BID + ALTERNATES). If you have any questions regarding the estimate, please do not hesitate to call. We look forward to working with you on this project. Respectfully Submitted, i Jose Melendez, P. E. 13809 Turbine Drive Austin, TX 78728 (512) 251-4454 - Fax (5 12) 251-1380 E-mail: rodriguezlab@aol.com Registered Texas Engineering Firm F-1563 Rodriguez Engineering Laboratories Coordination and Review Materials Engineer Lubbock Preston Smith International Airport Runway 8-26 and Taxiway Improvements, Phase 3 Lubbock,Texas Basis for Cost Estimate Construction Materials Testing BASE BID Description Item P-152: Embankment Tech Time Moisture -Density Relationship (ASTM D-698) Atterberg Limits (ASTM D-4318) Sieve Analysis (ASTM D-422) In -Place Sand Cone Densities (ASTM D-1556) In -Place Nuclear Densities (ASTM D-6938) Smoothness (To be performed by the RPR) Mileage Charges Item P-152: 6" Grading and Subgrade Preparation Tech Time Moisture -Density Relationship (ASTM D-698) Atterberg Limits (ASTM D-4318) Sieve Analysis (ASTM D-422) In -Place Sand Cane Densities (ASTM D-1556) In -Place Nuclear Densities (ASTM D-6938) Smoothness (To be performed by the RPR) Mileage Charges Item P-152: Two -6" Grading and Subgrade Preparation Tech Time Moisture -Density Relationship (ASTM D-698) Atterberg Limits (ASTM D-4318) Sieve Analysis (ASTM D-422) In -Place Sand Cone Densities (ASTM D-1556) In -Place Nuclear Densities (ASTM D-6938) Smoothness (To be performed by the RPR) Mileage Charges Item P-1.55: 6" Lime Treated Subgrade Tech Time Moisture -Density Relationship (ASTM D-698) Atterberg Limits (ASTM D-4318) Sulfate Content of Soils (Tex -620-J) In -Place Sand Cone Densities (ASTM D-1556) 13809 Turbine Drive - Austin, TX 78728 (512) 251-4454 - Fax (512) 251-1380 0 E-mail: rodriguezlab @ aol.com Registered Texas Engineering Firm F-1563 Estimated Costs Quantity Unit Cost/Unit Total 16 his $ 95,00 $ 1,520.00 (92,035 CY) 647 hrs $ 38.00 $ 24,586.00 166 ea $ 150.00 $ 24,900.00 166 ea $ 45.00 $ 7,470.00 166 ea $ 50.00 $ 8,300.00 83 ea $ 35.00 $ 2,905.00 828 ea $ 22.00 $ 18,216.00 9 ea $ 378.00 $ 3,402.00 Sub -Total = $ 89,779.00 (8,426 SY) 24 hrs $ 38.00 $ 912.00 2 ea $ 150.00 $ 300.00 2 ea $ 45.00 $ 90.00 2 ea $ 50.00 $ 100.00 2 ea $ 35.00 $ 70.00 17 ea $ 22.00 $ 374.00 1 ea $ 378.00 $ 378.00 Sub -Total = $ 2,224.00 (11,067 SY) 39 hrs $ 38.00 $ 1,482.00 3 ea $ 150.00 $ 450.00 3 ea $ 45.00 $ 135.00 3 ea $ 50.00 $ 150.00 5 ea $ 35.00 $ 175.00 44 ea $ 22.00 $ 968.00 2 ea $ 378.00 $ 756.00 Sub -Total = $ 4,116.00 (11,067 SY) 22 hrs $ 38.00 $ 836.00 1 ea $ 150.00 $ 150.00 1 ea $ 45.00 $ 45.00 1 ea $ 125.00 $ 125.00 2 ea $ 35.00 $ 70.00 Page 1 of 23 Lubbock Preston Smith International Nrtrort PS&C, Inc.xls, 08/10/2011 - Lubbock Preston Smith International Airport Runway 8-26 and Taxiway Improvements, Phase 3 Rodriguez Lubbock, Texas Engineering Basis for Cost Estimate Laboratories Construction Materials Testing Description Item P-155: 6" Lime Treated Subgrade (Cont) In -Place Nuclear Densities (ASTM D-6938) Smoothness (To be performed by the RPR) Thickness Determination Field Gradation Mileage Charges Item P-209: 6" Crushed Aggregate Base Course Tech Time Flat or Elongated Particles Percentage of Wear (ASTM C-131) Sodium Sulfate Soundness Loss (ASTM C-88) Sieve Analysis (ASTM C-136, C-117) Atterberg Limits (ASTM D-4318) Sand Equivalent (ASTM 0-2419) Moisture Density Curve (ASTM D-698) In -Place Sand Cane Densities (ASTM D-1556) In -Place Nuclear Densities (ASTM D-6938) Thickness Mileage Charges Item P-209: Crushed Aggregate Base Course. Tech Time Sieve Analysis (ASTM C-136, C-117) In -Place Sand Cone Densities (ASTM D-1556) In -Place Nuclear Densities (ASTM D-6938) Thickness Mileage Charges TxDOT Item 247: 6" Type A Grade 2 Flexible Base Tech Time Moisture Density Curve (ASTM D-698) Moisture Density Curve (TEX 113-E) Atteberg Limits (TEX-104, 105 & 106-E) Sieve Analysis (TEX-110 & 111-E) In -Place Densities (Nuclear Gauge Tex -115-E) Base Thickness Control (TEX-140-E) TxDOT Triaxial Classification (TEX-117-E) Wet Ball Mill (TEX-116-E) Mileage Charges 13809 Turbine Drive Austin, TX 78728 (512) 251-4454 - Fax (512) 251-1380 0 E-mail: rodriguezlab@aol.com Registered Texas Engineering Firm F-1563 Estimated Costs Quantity Unit Cost/Unit Total 22 ea $ 22,00 $ 484.00 37 ea $ 15.00 $ 555.00 6 ea $ 35.00 $ 210.00 1 ea $ 378.00 $ 378.00 Sub -Total = $ 2.853.00 (17,133 SY) 40 hrs $ 38.00 $ 1,520.00 1 ea $ 65.00 $ 65.00 1 ea $ 225.00 $ 225.00 1 ea $ 275.00 $ 275.00 43 ea $ 50.00 $ 2,150.00 1 ea $ 45.00 $ 45.00 1 ea $ 45.00 $ 45.00 1 ea $ 150.00 $ 150.00 5 ea $ 35.00 $ 175.00 43 ea $ 22.00 $ 946.00 43 ea $ 15.00 $ 645.00 1 ea $ 378.00 $ 378.00 Sub -Total = $ 6,619.00 (1,515 CY) 22 hrs $ 38.00 $ 836.00 23 ea $ 50.00 $ 1,150.00 3 ea $ 35.00 $ 105.00 23 ea $ 22.00 $ 506.00 23 ea $ 15.00 $ 345.00 1 ea $ 378.00 $ 378.00 5 ea Sub -Total = 15.00 $ 3,320.00 (4,945 SY) 32 hrs $ 38.00 $ 1,216.00 1 ea $ 150.00 $ 150.00 1 ea $ 150.00 $ 150.00 1 ea $ 45.00 $ 45.00 1 ea $ 50.00 $ 50.00 10 ea $ 22.00 $ 220.00 5 ea $ 15.00 $ 75.00 1 ea $ 1,000.00 $ 1,000.00 1 ea $ 175.00 $ 175.00 1 ea $ 378.00 $ 378.00 Sub -Total = $ 3,459.00 Page 2 of 23 Lubbock Preston Smith International Airport - PS&C, Ine.xls, 08/10/2011 Lubbock Preston Smith International Airport Rodriguez Runway 8-26 and Taxiway Improvements, Phase 3 Lubbock,Texas Engineering Basis for Cost Estimate Laboratories Construction Materials Testing Description Item P-401.: 2" Plant Mix Bituminous Pavements A. Test Strip. Tech Time Stability & Flow (AASHTO T-245) Max Specific Gravity (ASTM D-2041) Air Voids (ASTM D-3203) VMA(Asphalt Inst. Manual No. 2) Extract./Grad. & Asphalt Content (ASTM D-2172 & T30) Mat and Joint Densities (ASTM D-2726) Materials Engineer Mileage Charges Per Diem B. Production Mix Acceptance Testing. Tech Time Stability &Flow (AASHTO T-245) Max Specific Gravity (ASTM D-2041) Air Voids (ASTM D-3203) Extract./Grad. & Asphalt Content (ASTM D-2172 & T30) Mat and Joint Densities (ASTM D-2726) Thickness Smoothness and Grade (To be performed by the RPR) Materials Engineer Mileage Charges Per Diern Item P-401: Two -2" Plant Mix Bituminous Pavements A. Test Strip. Tech Time Stability & Flow (AASHTO T-245) Max Specific Gravity (ASTM D-2041) Air Voids (ASTM 0-3203) VMA(Asphalt Inst. Manual No. 2) Extract./Grad. & Asphalt Content (ASTM D-2172 & T30) Mat and Joint Densities (ASTM D-2726) Materials Engineer Mileage Charges Per Diem 13809 Turbine Drive - Austin, TX 78728 (512) 251-4454 - Fax (512) 251-1380 :5 E-mail: rodriguezlab C aol.com Registered Texas Engineering Firm F-1563 Estimated Costs $ 38.00 $ Quantity Unit Cost/Unit $ Total (11,656 TON) 315.00 3 ea $ 50.00 14 hrs $ 38.00 $ 532.00 3 sets $ 105.00 $ 315.00 3 ea $ 50.00 $ 150.00 3 sets $ 40.00 $ 120.00 1 lot $ 85.00 $ 85.00 3 ea $ 175.00 $ 525.00 6 cores $ 20.00 $ 120.00 8 hrs $ 95.00 $ 760.00 1 ea $ 378.00 $ 378.00 1 ea $ 85.00 $ 85.00 Sub -Total = $ 3,070.00 14 hrs $ 38.00 $ 532.00 60 sets $ 105.00 $ 6,300.00 60 ea $ 50.00 $ 3,000.00 60 sets $ 40.00 $ 2,400.00 30 ea $ 175.00 $ 5,250.00 120 cores $ 20,00 $ 2,400.00 120 ea $ 10.00 $ 1,200.00 8 hrs $ 95.00 $ 760.00 1 ea $ 378.00 $ 378.00 15 ea $ 85.00 $ 1,275.00 Sub -Total = $ 23,495.00 (2,428 TON) 14 hrs $ 38.00 $ 532.00 3 sets $ 105.00 $ 315.00 3 ea $ 50.00 $ 150.00 3 sets $ 40.00 $ 120.00 1lot $ 85.00 $ 85.00 3 ea $ 175.00 $ 525.00 6 cores $ 20.00 $ 120.00 8 hrs $ 95.00 $ 760.00 1 ea $ 378.00 $ 378.00 1 ea $ 85.00 $ 85.00 Sub -Total e $ 3,070.00 Page 3 of 23 Lubbock Preston Smith International Airport PS&G knc.xls. 08/10/2.011 - - ---- Lubbock Preston Smith International Airport $ 38.00 $ Rodriguez Runway 8-26 and Taxiway Improvements, Phase 3 3 sets $ 105.00 Lubbock, Texas 315.00 3 ea $ Engineering Basis for Cost Estimate $ 150.00 3 sets Laboratories a Construction Materials Testing 40.00 $ 120.00 Estimated Costs $ 85.00 $ Description Quantity Unit Cost/Unit 3 ea $ Total Item P-401: Two -2" Plant Mix Bituminous Pavements (Cont) 525.00 6 cores $ B. Production Mix Acceptance Testing. $ 120.00 8 hrs Tech Time 14 hrs $ 38.00 $ 532.00 Stability & Flow (AASHTO T-245) 12 sets $ 105.00 $ 1,260.00 Max Specific Gravity (ASTM D-2041) 12 ea $ 50.00 $ 600.00 Air Voids (ASTM D-3203) 12 sets $ 40.00 $ 480.00 Extract./Grad. & Asphalt Content (ASTM D-2172 & T30) 6 ea $ 175.00 $ 1,050.00 Mat and Joint Densities (ASTM 0-2726) 24 cores $ 20.00 $ 480.00 Thickness 24 ea $ 10.00 $ 240.00 Smoothness and Grade (To be performed by the RPR) $ 50.00 $ Materials Engineer 4 hrs $ 95.00 $ 380.00 Mileage Charges 1 ea $ 378.00 $ 378.00 Per Diem 3 ea $ 85.00 $ 255.00 Sub -Total = 20.00 $ 5,655.00 Item P-401: 6" Plant Mix Bituminous Pavements A. Test Strip. Tech Time Stability & Flow (AASHTO T-245) Max Specific Gravity (ASTM D-2041) Air Voids (ASTM D-3203) VMA(Asphalt Inst. Manual No. 2) Extract./Grad. & Asphalt Content (ASTM D-2172 & T30) Mat and Joint Densities (ASTM D-2726) Materials Engineer Mileage Charges Per Diem B. Production Mix Acceptance Testing. Tech Time Stability & Flow (AASHTO T-245) Max Specific Gravity (ASTM D-2041) Air Voids (ASTM D-3203) Extract./Grad. & Asphalt Content (ASTM D-2172 & T30) Mat and Joint Densities (ASTM D-2726) Thickness Smoothness and Grade (To be performed by the RPR) Materials Engineer Mileage Charges Per Diem 13809 Turbine Drive - Austin, TK 78728 (512) 251-4454. Fax (512) 251-1380 0 E-mail: rodrigLiezlab@aol.com Registered Texas Engineering Firm F-1563 (2,443 TON) 14 hrs $ 38.00 $ 532.00 3 sets $ 105.00 $ 315.00 3 ea $ 50.00 $ 150.00 3 sets $ 40.00 $ 120.00 1lot $ 85.00 $ 85.00 3 ea $ 175.00 $ 525.00 6 cores $ 20.00 $ 120.00 8 hrs $ 95.00 $ 760.00 1 ea $ 378.00 $ 378.00 1 ea $ 85.00 $ 85.00 Sub -Total = $ 3,070.00 14 hrs $ 38.00 $ 532,00 12 sets $ 105.00 $ 1,260.00 12 ea $ 50.00 $ 600.00 12 sets $ 40.00 $ 480.00 6 ea $ 175.00 $ 1,050.00 24 cores $ 20.00 $ 480.00 24 ea $ 10.00 $ 240.00 4 hrs $ 95.00 $ 380.00 1 ea $ 378.00 $ 378.00 3 ea $ 85.00 $ 255.00 Sub -Total = $ 5,655.00 Page 4 of 23 Lubbock Preston Smith International Airport - PS&C. Inc.xis. 08/10/2013 Lubbock Preston Smith International Airport Rodriguez Runway 8-26 and Taxiway Improvements, Phase 3 Lubbock, Texas Engineering Basis for Cost Estimate Laboratories Construction Materials Testing 13809 Turbine Drive - Austin, TX 78728 (512) 251-4454 - Fax (512) 251-1380 :5 E-mail: rodrigueziabOaol.00m Registered Texas Engineering Firm F-1563 Page 5 of 23 Lubbock Preston Smith International Airport- PS&C, Inc.As. 08/10/2011 Estimated Costs Description Quantity Unit Cost/Unit Total Item P-501: 6" Portland Cement Concrete Pavement (3,300 SY) Tech Time 20 hrs $ 38.00 $ 760.00 Flexural Strength (ASTM C-78) 10 ea $ 25.00 $ 250.00 Unit Weght of Beams 10 ea $ 10.00 $ 100.00 Slump (ASTM C-143) 5 ea $ - $ - Air Content (ASTM C-173 or C-231) 5 ea $ $ Concrete Temperature (ASTM C-1064) 5 ea $ $ Smoothness, Edge Slump & Grade (to be verified by RPR) n/a $ $ Dowel Bar Alignment (to be verified by RPR) n/a $ $ - Thickness (ASTM C-174) 5 ea $ 15.00 $ 75.00 Mileage Charges 1 ea $ 378.00 $ 378.00 Per Diem (Pick -Up beams) 1 ea $ 85.00 $ 85.00 Sub -Total = $ 1,648.00 Item P-501: Portland Cement Concrete Pavement (8" min) (28,245 CY) Tech Time 400 hrs $ 38.00 $ 15,200.00 Flexural Strength (ASTM C-78) 472 ea $ 25.00 $ 11,800.00 Unit Weght of Beams 472 ea $ 10.00 $ 4,720.00 Slump (ASTM C-143) 236 ea $ - $ - Air Content (ASTM C-173 or C-231) 236 ea $ $ Concrete Temperature (ASTM C-1064) 236 ea $ $ Smoothness, Edge Slump & Grade (to be verified by RPR) n/a $ $ Dowel Bar Alignment (to be verified by RPR) n/a $ $ - Thickness (ASTM C-174) 236 ea $ 15.00 $ 3,540.00 Mileage Charges 3 ea $ 378.00 $ 1,134.00 Per Diem (Pick -Up beams) 30 ea $ 85.00 $ 2,550.00 Sub -Total $ 38,944.00 Item P-501: 16" Portland Cement Concrete Pavement (34,911 SY) Tech Time 216 hrs $ 38.00 $ 8,208.00 Flexural Strength (ASTM C-78) 256 ea $ 25.00 $ 6,400.00 Unit Weght of Beams 256 ea $ 10.00 $ 2,560.00 Slump (ASTM C-143) 128 ea $ $ - Air Content (ASTM C-173 or C-231) 128 ea $ - $ Concrete Temperature (ASTM C-1064) 128 ea $ $ Smoothness, Edge Slump & Grade (to be verified by RPR) n/a $ $ Dowel Bar Alignment (to be verified by RPR) n/a $ $ - Thickness (ASTM C-174) 128 ea $ 15.00 $ 1,920.00 Mileage Charges 2 ea $ 378.00 $ 756.00 Per Diem (Pick -Up beams) 16 ea $ 85.00 $ 1,360.00 Sub -Total 4 $ 21,204.00 13809 Turbine Drive - Austin, TX 78728 (512) 251-4454 - Fax (512) 251-1380 :5 E-mail: rodrigueziabOaol.00m Registered Texas Engineering Firm F-1563 Page 5 of 23 Lubbock Preston Smith International Airport- PS&C, Inc.As. 08/10/2011 Rodriguez Engineering Laboratories Lubbock Preston Smith International Airport Runway 6-26 and Taxiway Improvements, Phase 3 Lubbock,Texas Basis for Cost Estimate Construction Materials Testing Description Item P-609: Emulsified Pavement Sealer and Rejuvenator Tech Time Percentage of Wear Sodium Sulfate Soundness Loss Sieve Analysis Mileage Charges Item D-701: Single 24" Reinforced Concrete Pipe Tech Time Moisture -Density Relationship (ASTM D-698) Atterberg Limits (ASTM D-4318) Sieve Analysis (ASTM D-422) In -Place Sand Cone Densities (ASTM D-1556) In -Place Nuclear Densities (ASTM D-6938) Smoothness (To be performed by the RPR) Mileage Charges Estimated Costs $ 38.00 $ Quantity Unit Cost/Unit $ Total (7,827 SY) 300.00 2 ea $ 14 hrs $ 38.00 $ 532.00 1 ea $ 225.00 $ 225.00 1 ea $ 275.00 $ 275.00 1 ea $ 50.00 $ 50.00 1 ea $ 378.00 $ 378.00 378.00 Sub -Total = $ 1,460.00 (D-24"= 33 LF, 36"= 33 LF, & S-42'= 17 LF, 24"=100 LF) 34 hrs $ 38.00 $ 1,292.00 2 ea $ 150.00 $ 300.00 2 ea $ 45.00 $ 90.00 2 ea $ 50.00 $ 100.00 2 ea $ 35.00 $ 70.00 16 ea $ 22.00 $ 352.00 2 ea $ 378.00 $ 756.00 Sub -Total = $ 2,960.00 Item D-752: Reinforced Concrete Headwall for Double 24" Reinforced Concrete Pipe Tech Time 17 hrs $ Concrete Cylinder Compressive Strength (ASTM C-39) 3 ea $ Slump (ASTM C-143) 1 ea $ Air Content (ASTM C-173 or C-231) 1 ea $ Concrete Temperature (ASTM C-1064) 1 ea $ Mileage Charges 1 ea $ Per Diem 1 ea $ Sub -Total = Item D-752: Reinforced Concrete Headwall for Double 36" Reinforced Concrete Pipe Tech Time 17 hrs $ Concrete Cylinder Compressive Strength (ASTM C-39) 3 ea $ Slump (ASTM C-143) 1 ea $ Air Content ( ASTM C-1.73 or C-231) 1 ea $ Concrete Temperature (ASTM C-1064) 1 ea $ Mileage Charges 1 ea $ Per Diem 1 ea Sub -Total = 13809 Turbine Drive • Austin, TX 78728 (512) 251-4454 • Fax (512) 251-1380 0 E-mail: rodriguezlab@aol.com Registered Texas Engineering Firm F-1563 (2 EA) 38.00 $ 14.00 $ 378.00 $ 85.00 $ $ (2 EA) 38.00 $ 14.00 $ 378.00 $ 85.00 $ 646.00 42.00 378.00 85.00 1,151.00 646.00 42.00 378.00 85.00 1,151.00 Page 6 of 23 Lubbock Preston Smith International Airport - PS&C, Inc.xls, 09/10/2011 ASTM C-1.73 or C-231) 1 ea $ Concrete Temperature (ASTM C-1064) 1 ea $ Mileage Charges 1 ea $ Per Diem 1 ea Sub -Total = 13809 Turbine Drive • Austin, TX 78728 (512) 251-4454 • Fax (512) 251-1380 0 E-mail: rodriguezlab@aol.com Registered Texas Engineering Firm F-1563 (2 EA) 38.00 $ 14.00 $ 378.00 $ 85.00 $ $ (2 EA) 38.00 $ 14.00 $ 378.00 $ 85.00 $ 646.00 42.00 378.00 85.00 1,151.00 646.00 42.00 378.00 85.00 1,151.00 Page 6 of 23 Lubbock Preston Smith International Airport - PS&C, Inc.xls, 09/10/2011 Lubbock Preston Smith International Airport Rodriguez Runway 8-26 and Taxiway Improvements, Phase 3 Lubbock, Texas Engineering Basis for Cost Estimate Laboratories Construction Materials Testing 13809 Turbine Drive . Austin, TX 78728 (512) 251-4454 . Fax (512) 251-1380 0 E-mail: rodriguezlab@aol.com Registered Texas Engineering Firm F-1563 Page 7of 23 Lubbock Preston Smith International Airport - PS&C. Inc.xls. 08/10/2011 Estimated Costs Description Quantity Unit Cost/Unit Total Item D-752: Reinforced Concrete Headwall for Single 42" Reinforced Concrete Pipe (1 EA) Tech Time 17 hrs $ 38.00 $ 646.00 Concrete Cylinder Compressive Strength (ASTM C-39) 3 ea $ 14.00 $ 42.00 Slump (ASTM C-143) 1 ea $ - $ - Air Content (ASTM C-173 or C-231) 1 ea $ $ Concrete Temperature (ASTM C-1064) 1 ea $ $ - Mileage Charges 1 ea $ 378.00 $ 378.00 Per Diem 1 ea $ 85.00 $ 85.00 Sub -Total = $ 1,151.00 Item GS -1: Prepare Site and Construct Glide Slope Antenna Foundation (1 LS) Tech Time 17 hrs $ 38.00 $ 646.00 Concrete Cylinder Compressive Strength (ASTM C-39) 3 ea $ 14.00 $ 42.00 Slump (ASTM C-143) 1 ea $ - $ - Air Content (ASTM C-173 or 0-231) 1 ea $ - $ Concrete Temperature (ASTM C-1064) 1 ea $ - $ - Mileage Charges 1 ea $ 378.00 $ 378.00 Per Diem 1 ea $ 85.00 $ 85.00 Sub -Total = $ 1,151.00 Item GS -1: Prepare Site and Construct Glide Slope Shelter Foundation (1 LS) Tech Time 17 hrs $ 38.00 $ 646.00 Concrete Cylinder Compressive Strength (ASTM C-39) 3 ea $ 14.00 $ 42.00 Slump (ASTM C-143) 1 ea $ $ - Air Content (ASTM C-173 or C-231) 1 ea $ $ Concrete Temperature (ASTM C-1064) 1 ea $ $ - Mileage Charges 1 ea $ 378.00 $ 378.00 Per Diem 1 ea $ 85.00 $ 85.00 Sub -Total = $ 1,151.00 Item L -116 -ASW: New L-862 Edge Light Installed Concrete Encased L-867 Base (60 EA) Tech Time 34 hrs $ 38.00 $ 1,292.00 Concrete Cylinder Compressive 'Strength (ASTM C-39) 6 ea $ 14.00 $ 84.00 Slump (ASTM C-143) 2 ea $ - $ - Air Content (ASTM C-173 or C-231) 2 ea $ $ Concrete Temperature (ASTM C-1064) 2 ea $ $ - Mileage Charges 1 ea $ 378.00 $ 378.00 Per Diem 2 ea $ 85.00 $ 170.00 Sub -Total = $ 1,924.00 13809 Turbine Drive . Austin, TX 78728 (512) 251-4454 . Fax (512) 251-1380 0 E-mail: rodriguezlab@aol.com Registered Texas Engineering Firm F-1563 Page 7of 23 Lubbock Preston Smith International Airport - PS&C. Inc.xls. 08/10/2011 - Lubbock Preston Smith International Airport Rodriguez Runway 8-26 and Taxiway Improvements, Phase 3 Lubbock, Texas Engineering Basis for Cost Estimate Laboratories Construction Materials Testing Item L -117 -SW: Size 2, Style 3, One -Panel Fluorescent Sign Including Base (1 EA) Tech Time Estimated Costs $ 38.00 $ Description Quantity Unit Cost/Unit $ 14.00 Total Item L -116 -ASW: New L-862 Runway Threshold Light in Concrete L-867 Base Slump (ASTM C-143) 1 ea (8 EA) - Tech Time 51 hrs $ 38.00 $ 1,938.00 Concrete Cylinder Compressive Strength (ASTM C-39) 9 ea $ 14.00 $ 126.00 Slump (ASTM C-143) 3 ea $ 1 ea $ - Air Content (ASTM C-173 or C-231) 3 ea $ 1 ea $ 85.00 Concrete Temperature (ASTM C-1064) 3 ea $ $ - Mileage Charges 2 ea $ 378.00 $ 756.00 Per Diem 3 ea $ 85.00 $ 255.00 $ Sub -Total = Concrete Cylinder Compressive Strength (ASTM C-39) $ 3,075.00 Item L -117 -SW: Size 2, Style 3, One -Panel Fluorescent Sign Including Base (1 EA) Tech Time 17 hrs $ 38.00 $ 646.00 Concrete Cylinder Compressive Strength (ASTM C-39) 3 ea $ 14.00 $ 42.00 Slump (ASTM C-143) 1 ea $ - $ - Air Content (ASTM C-173 or C-231) 1 ea $ $ Concrete Temperature (ASTM C-1064) 1 ea $ $ - Mileage Charges 1 ea $ 378.00 $ 378.00 Per Diem 1 ea $ 85.00 $ 85.00 Sub -Total = $ 1,151.00 Item L -117 -SW: Size 2, Style 3, Two -Panel Fluorescent Sign Including Base (3 EA) Tech Time 17 hrs $ 38.00 $ 646.00 Concrete Cylinder Compressive Strength (ASTM C-39) 3 ea $ 14.00 $ 42.00 Slump (ASTM C-143) 1 ea $ $ - Air Content (ASTM C-173 or C-231) 1 ea $ $ Concrete Temperature (ASTM C-1064) 1 ea $ $ - Mileage Charges 1 ea $ 378.00 $ 378.00 Per Diem 1 ea $ 85.00 $ 85.00 Sub -Total = $ 1,151.00 Item L -117 -SW: Size 4, Style 3, LED Distance Remaining Sign Including Base (7 EA) Tech Time 34 hrs $ 38.00 $ 1,292.00 Concrete Cylinder Compressive Strength (ASTM C-39) 6 ea $ 14.00 $ 84.00 Slump (ASTM C-143) 2 ea $ - $ - Air Content (ASTM C-173 or C-231) 2 ea $ $ Concrete Temperature (ASTM C-1064) 2 ea $ $ - Mileage Charges 1 ea $ 378.00 $ 378.00 Per Diem 2 ea $ 85.00 $ 170.00 Sub -Total = $ 1,924.00 13809 Turbine Drive - Austin, TX 78728 (512) 251-4454 . Fax (512) 251-1380 0 E-mail: rodrigueziab@aol.com Registered Texas Engineering Finn F-1563 Page 8 of 23 Lubbock Preston Smith International Airport - PS&C, Inc.xts, 08/10/2011 Lubbock Preston Smith International Airport Rodriguez Runway 8-26 and Taxiway Improvements, Phase 3 Lubbock, Texas Engineering Basis for Cost Estimate Laboratories Construction Materials Testing Description Item LOC -2, Construct LOC Antenna Foundation Tech Time Concrete Cylinder Compressive Strength (ASTM C-39) Slump (ASTM C-143) Air Content (ASTM C-173 or C-231) Concrete Temperature (ASTM C-1064) Mileage Charges Per Diern Item LOG -2, Construct Localizer Shelter Foundation Tech Time Concrete Cylinder Compressive Strength (ASTM C-39) Slump (ASTM C-143) Air Content (ASTM C-173 or C-231) Concrete Temperature (ASTM C-1064) Mileage Charges Per Diem ALTERNATE 1- Unpaved Shoulders Estimated Costs Estimated Costs Quantity Unit Cost/Unit Total (1 LS) Total Item P-152: Subgrade Preparation and Topsoiling for Unpaved Shoulder Section 17 h rs $ 38.00 $ 646.00 3 ea $ 14.00 $ 42.00 1 ea $ - $ - 1 ea $ 45.00 $ 225.00 1 ea $ $ $ - 1 ea $ 378.00 $ 378.00 1 ea $ 85.00 $ 85.00 22.00 Sub -Total = 1,496,00 $ 1,151.00 (1 LS) 17 hrs $ 38.00 $ 646.00 3 ea $ 14.00 $ 42.00 1 ea $ - $ 1 ea $ $ 1 ea $ $ - 1 ea $ 378.00 $ 378.00 1 ea $ 85.00 $ 85.00 Sub -Total = $ 1,151.00 Total Lump Sum Fee (BASE 'BID) _ 1 $ 241,403.00 Mileage Charges 2 ea $ 378.00 $ 756.00 Sub -Total = $ 8,890.00 13809 Turbine Drive - Austin. TX 78728 (512) 251-4454 - Fax (512) 251-1380 0 E-mail: rodriguezlab O aol.com Page 9 of 23 Lubbock Preston Smith international Airport - PS&C. tnc.xls, 08/10/2011 Registered Texas Engineering Firm F-1563 Estimated Costs Description Quantity Unit Cost/Unit Total Item P-152: Subgrade Preparation and Topsoiling for Unpaved Shoulder Section (34,175 SY) Tech Time 136 hrs $ 38.00 $ 5,168.00 Moisture -Density Relationship (ASTM D-698) 5 ea $ 150.00 $ 750.00 Atterberg Limits (ASTM D-4318) 5 ea $ 45.00 $ 225.00 Sieve Analysis (ASTM D-422) 5 ea $ 50.00 $ 250.00 In -Place Sand Cone Densities (ASTM D-1556) 7 ea $ 35.00 $ 245.00 In -Place Nuclear Densities (ASTM D-6938) 68 ea $ 22.00 $ 1,496,00 Smoothness (To be performed by the RPR) Mileage Charges 2 ea $ 378.00 $ 756.00 Sub -Total = $ 8,890.00 13809 Turbine Drive - Austin. TX 78728 (512) 251-4454 - Fax (512) 251-1380 0 E-mail: rodriguezlab O aol.com Page 9 of 23 Lubbock Preston Smith international Airport - PS&C. tnc.xls, 08/10/2011 Registered Texas Engineering Firm F-1563 - Lubbock Preston Smith International Airport Runway 8-26 and Taxiway Improvements, Phase 3 Rodriguez Lubbock, Texas Engineering Basis for Cost Estimate i Laboratories Construction Materials Testing 13809 Turbine Drive . Austin, TX 78728 (512) 251-4454 - Fax (512) 251-1380 0 E-mail: rodriguezlab@aol.com Registered Texas Engineering Firm F-1563 Total Lump Sum Fee (ALTERNATE 1) _ 1 $ 17,176.0 Page 10 of 23 Lubbock Preston Smith International Airport - PS&C, Inc.xls, 08/10/2011 Estimated Costs Description Quantity Unit Cost/Unit Total Item P-152: Subgrade Preparation and Topsoiling for Unpaved Shoulder Section (16,354 SY) Tech Time 58 hrs $ 38.00 $ 2,204.00 Moisture -Density Relationship (ASTM D-698) 3 ea $ 150.00 $ 450.00 Atterberg Limits (ASTM D-4318) 3 ea $ 45.00 $ 135.00 Sieve Analysis (ASTM D-422) 3 ea $ 50.00 $ 150.00 In -Place Sand Cone Densities (ASTM D-1556) 3 ea $ 35.00 $ 105.00 In -Place Nuclear Densities (ASTM D-6938) 29 ea $ 22.00 $ 638.00 Smoothness (To be performed by the RPR) Mileage Charges 2 ea $ 378.00 $ 756.00 Sub -Total = $ 4,438.00 Item L -116 -ASW: New L-86 IT LED Taxiway Light in Concrete Encased L-867 Base (17 EA) Tech Time 34 hrs $ 38.00 $ 1,292.00 Concrete Cylinder Compressive Strength (ASTM C-39) 6 ea $ 14.00 $ 84.00 Slump (ASTM C-143) 2 ea $ - $ - Air Content (ASTM C-173 or C-231) 2 ea $ $ Concrete Temperature (ASTM C-1064) 2 ea $ $ - Mleage Charges 1 ea $ 378.00 $ 378.00 Per Diem 2 ea $ 85.00 $ 170.00 Sub -Total - $ 1,924.00 Item L -116 -ASW: New L-862 Edge Light Installed Concrete Encased L-867 Base (18 EA) Tech Time 34 hrs $ 38.00 $ 1,292.00 Concrete Cylinder Compressive Strength (ASTM C-39) 6 ea $ 14.00 $ 84.00 Slump (ASTM C-143) 2 ea $ - $ - Air Content (ASTM C-173 or C-231) 2 ea $ $ Concrete Temperature (ASTM C-1064) 2 ea $ $ - Mileage Charges 1 ea $ 378.00 $ 378.00 Per Diem 2 ea $ 85.00 $ 170.00 Sub -Total = $ 1,924.00 13809 Turbine Drive . Austin, TX 78728 (512) 251-4454 - Fax (512) 251-1380 0 E-mail: rodriguezlab@aol.com Registered Texas Engineering Firm F-1563 Total Lump Sum Fee (ALTERNATE 1) _ 1 $ 17,176.0 Page 10 of 23 Lubbock Preston Smith International Airport - PS&C, Inc.xls, 08/10/2011 Lubbock Preston Smith International Airport Runway 8-26 and Taxiway Improvements, Phase 3 Rodriguez Lubbock, Texas Engineering Basis for Cost Estimate Laboratories I Construction Materials Testing ALTERNATE 2 - Concrete Shoulders Estimated Costs Description Quantity Unit Cost/Unit Total Item P-155: 6" Lime Treated Subgrade Excluding Lime (17,487 SY) Tech Time 60 hrs $ 38.00 $ 2,280.00 Moisture -Density Relationship (ASTM D-698) 3 ea $ 150.00 $ 450.00 Atterberg Limits (ASTM D-4318) 3 ea $ 45.00 $ 135.00 Sulfate Content of Soils (Tex -620-J) 3 ea $ 125.00 $ 375.00 In -Place Sand Cone Densities (ASTM D-1556) 4 ea $ 35.00 $ 140.00 In -Place Nuclear Densities (ASTM D-6938) 35 ea $ 22.00 $ 770.00 Thickness Determination 58 ea $ 15.00 $ 870.00 Feld Gradation 9 ea $ 35.00 $ 315.00 Mileage Charges 2 ea $ 378.00 $ 756.00 Sub -Total = $ 6,091.00 Item P-209: 6" Crushed Aggregate Base Course. (17,487 SY) Tech Time 90 hrs $ 38.00 $ 3,420.00 Flat or Elongated Particles 1 ea $ 65.00 $ 65.00 Percentage of Wear (ASTM C-131) 1 ea $ 225.00 $ 225.00 Sodium Sulfate Soundness Loss (ASTM C-88) 1 ea $ 275.00 $ 275.00 Sieve Analysis (ASTM C-136, C-117) 44 ea $ 50.00 $ 2,200.00 Atterberg Limits (ASTM D-4318) 1 ea $ 45.00 $ 45.00 Sand Equivalent (ASTM D-2419) 1 ea $ 45.00 $ 45.00 Moisture Density Cure (ASTM D-698) 1 ea $ 150.00 $ 150.00 In -Place Sand Cone Densities (ASTM D-1556) 5 ea $ 35.00 $ 175.00 In -Place Nuclear Densities (ASTM D-6938) 44 ea $ 22.00 $ 968.00 Thickness 44 ea $ 15.00 $ 660.00 Mileage Charges 2 ea $ 378.00 $ 756.00 Sub -Total = $ 8,984.00 Item P-501: 9" Portland Cement Concrete Pavement (16,354 SY) Tech Time 62 hrs $ 38.00 $ 2,356.00 Flexural Strength (ASTM C-78) 72 ea $ 25.00 $ 1,800.00 Unit Weght of Beams 72 ea $ 10.00 $ 720.00 Slump (ASTM C-143) 36 ea $ - $ - Air Content (ASTM C-173 or C-231) 36 ea $ $ Concrete Temperature (ASTM C-1064) 36 ea $ $ Smoothness, Edge Slump & Grade (to be verified by RPR) n/a $ $ Dowel liar Alignment (to be verified by RPR) n/a $ $ - Thickness (ASTM C-174) 36 ea $ 15.00 $ 540.00 Mileage Charges 1 ea $ 378.00 $ 378.00 Per Diem (Pick -Up beams) 5 ea $ 85.00 $ 425.00 Sub -Total $ 6,219.00 13809 Turbine Drive Austin, TX 78728 (512) 251-4454 • Fax (5 12) 251-1380 0 E-mail: rodriguezlab@aol.com Registered Texas Engineering Firm F-1563 Page 11 of 23 Lubbock Preston Smith International Airport - PS&C, Inc.xls, 08/10/2011 Lubbock Preston Smith International Airport Rodriguez Runway 8-26 and Taxiway Improvements, Phase 3 Lubbock, Texas Engineering Basis for Cost Estimate Laboratories Construction Materials Testing 13809 Turbine Drive Austin. TX 78728 (512) 251-4454 - Fax (512) 251-1380 E-mail: rodriguezlab@aol.corn Registered Texas Engineering Finn F.15f;`i Total Lump Sum Fee (ALTERNATE 2) = 1 $ 38,412.00 Page 12 of 23 Lubbock Preston Smith International Airport PS&C, Inc.xis, 08/10/2011 Estimated Costs Description Quantity Unit Cost/Unit Total Item P-501: 10" Portland Cement Concrete Pavement (34,175 SY) Tech Time 128 hrs $ 38.00 $ 4,864.00 Flexural Strength (ASTM C-78) 160 ea $ 25.00 $ 4,000.00 Unit Weght of Beams 160 ea $ 10.00 $ 1,600.00 Slump (ASTM C-143) 80 ea $ - $ - Air Content (ASTM C-173 or C-231) 80 ea $ $ Concrete Temperature (ASTM C-1064) 80 ea $ $ Smoothness, Edge Slump & Grade (to be verified by RPR) n/a $ $ Dowel Bar Alignment (to be verified by RPR) n/a $ $ - Thickness (ASTM C-1.74) 80 ea $ 15.00 $ 1,200.00 Mileage Charges 2 ea $ 378.00 $ 756.00 Per Diem (Pick -Up beams) 10 ea $ 85.00 $ 850.00 Sub -Total = $ 13.270.00 Item L -116 -ASW: New L -861T LED Taxiway Light in Concrete Encased L-867 Base (17 EA) Tech Time 34 hrs $ 38.00 $ 1,292.00 Concrete Cylinder Compressive Strength (ASTM C-39) 6 ea $ 14.00 $ 84.00 Slump (ASTM C-143) 2 ea $ - $ Air Content (ASTM C-173 or C-231) 2 ea $ $ Concrete Temperature (ASTM C-1064) 2 ea $ $ - Mileage Charges 1 ea $ 378.00 $ 378.00 Per Diem 2 ea $ 85.00 $ 170.00 Sub -Total = $ 1,924.00 Item L -116 -ASW: New L-862 Edge Light Installed Concrete Encased L-867 Base (18 EA) Tech Time 34 hrs $ 38.00 $ :1,292.00 Concrete Cyilnder Compressive Strength (ASTM C-39) 6 ea $ 14.00 $ 84.00 Slump (ASTM C-143) 2 ea $ - $ - Air Content (ASTM C-173 or C-231) 2 ea $ $ Concrete Temperature (ASTM C-1064) 2 ea $ $ Mileage Charges i ea $ 378.00 $ 378-00 Per Diem 2 ea $ 85.00 $ 170.00 Sub -Total = $ 1,924.00 13809 Turbine Drive Austin. TX 78728 (512) 251-4454 - Fax (512) 251-1380 E-mail: rodriguezlab@aol.corn Registered Texas Engineering Finn F.15f;`i Total Lump Sum Fee (ALTERNATE 2) = 1 $ 38,412.00 Page 12 of 23 Lubbock Preston Smith International Airport PS&C, Inc.xis, 08/10/2011 Lubbock Preston Smith International Airport Runway 8-26 and Taxiway Improvements, Phase 3 Rodriguez Lubbock, Texas Engineering Basis for Cost Estimate Laboratories Construction Materials Testing ALTERNATE 3 - Demolish Portion of Runway Description Item P-152 Embankment Tech Time Moisture -Density Relationship (ASTM D-698) Atterberg Limits (ASTM D-4318) Sieve Analysis (ASTM D-422) In -Place Sand Cone Densities (ASTM D-1556) In -Place Nuclear Densities (ASTM D-6938) Smoothness (To be performed by the RPR) Mileage Charges ALTERNATE 4 - Taxiway "K" Including Concrete Shoulders Description Item P-152: 6" Grading and Subgrade Preparation Tech Time Moisture -Density Relationship (ASTM D-698) Atterberg Limits (ASTM D-4318) Sieve Analysis (ASTM D-422) In -Place Sand Cone Densities (ASTM D-1556) In -Place Nuclear Densities (ASTM D-6938) Smoothness (To be performed by the RPR) Mileage Charges Item P-152: Two- 6" Grading and Subgrade Preparation Tech Time Moisture -Density Relationship (ASTM 0-698) Atterberg Limits (ASTM D-4318) Sieve Analysis (ASTM 0-422) In -Place Sand Cone Densities (ASTM D-1556) In -Place Nuclear Densities (ASTM D-6938) Smoothness (To be performed by the RPR) Mileage Charges 13809 Turbine Drive • Austin, T*X 78728 (512) 251-4454 - Fax (512) 251-1380 0 E-mail: rodriguezlab@aol.com Registered Texas Engineering Firm F-1563 Estimated Costs Quantity Unit Cost/Unit Total (13,224 SY) 18 hrs $ 54 hrs $ 38.00 $ 2,052.00 5 ea $ 150.00 $ 750.00 5 ea $ 45.00 $ 225.00 5 ea $ 50.00 $ 250.00 3 ea $ 35.00 $ 105.00 26 ea $ 22.00 $ 572.00 1 ea $ 378.00 $ 378.00 27 hrs $ Sub -Total = $ $ 4,332.00 Total Lump Sum fee (ALTERNATE 3) _ $ 4,332.00 Estimated Costs Quantity Unit Cost/Unit Total (3,826 SY & 101 CY) 18 hrs $ 38.00 $ 684.00 1 ea $ 150.00 $ 150.00 1 ea $ 45.00 $ 45.00 1 ea $ 50.00 $ 50.00 1 ea $ 35.00 $ 35.00 9 ea $ 22.00 $ 198.00 1 ea $ 378.00 $ 378.00 Sub -Total = $ 1,540.00 (9,217 SY) 27 hrs $ 38.00 $ 1,026.00 2 ea $ 150.00 $ 300.00 2 ea $ 45.00 $ 90.00 2 ea $ 50.00 $ 100.00 4 ea $ 35.00 $ 140.00 36 ea $ 22.00 $ 792.00 2 ea $ 378.00 $ 756.00 Sub -Total = $ 3,204.00 Page 13 of 23 Lubbock Preston Smith International Airport - PS&C, Inc.xls, 08/10/2011 Lubbock Preston Smith International Airport $ 38.00 $ 8-26 and Taxiway Improvements, Phase 3 $ 105.00 $ RodriguezRunway 3 ea $ 50.00 $ 150.00 3 sets Lubbock, Texas 40.00 $ 120.00 1lot Engineering iBasis for Cost Estimate $ 85.00 3 ea $ Laboratories Construction Materials Testing $ 525.00 6 cores $ 20.00 Estimated Costs 120.00 4 hrs $ Description Quantity Unit Cost/Unit 380.00 1 ea Total Item P-155: 6" Lime Treated Subgrade (13,042 SY) 1 ea $ 85.00 Tech Time 58 hrs $ 38.00 $ 2,204.00 Moisture -Density Relationship (ASTM D-698) 2 ea $ 150.00 $ 300.00 Atterberg Limits (ASTM D-4318) 2 ea $ 45.00 $ 90.00 Sulfate Content of Soils (Tex -620-J) 2 ea $ 125.00 $ 250.00 In -Place Sand Cone Densities (ASTM D-1556) 3 ea $ 35.00 $ 105.00 In -Place Nuclear Densities (ASTM D-6938) 26 ea $ 2200 $ 572.00 Thickness Determination 44 ea $ 15.00 $ 660.00 Field Gradation 7 ea $ 35.00 $ 245.00 Mileage Charges 2 ea $ 378.00 $ 756.00 Sub -Total = $ 5,182.00 Item P-209: 6" Crushed Aggregate Base Course. (13, 042 SY) Tech Time 65 hrs $ 38.00 $ 2,470.00 Flat or Elongated Particles ea $ 65.00 $ 65.00 Percentage of Wear (ASTM C-131) 1 ea $ 225.00 $ 225.00 Sodium Sulfate Soundness Loss (ASTM C-88) 1 ea $ 275.00 $ 275.00 Sieve Analysis (ASTM C-136, C-117) 32 ea $ 50.00 $ 1,600.00 Atterberg Limits (ASTM D-4318) 1 ea $ 45.00 $ 45.00 Sand Equivalent (ASTM D-2419) 1 ea $ 45.00 $ 45.00 Moisture Density Curve (ASTM D-698) 1 ea $ 150.00 $ 150.00 In -Place Sand Cone Densities (ASTM D-1556) 3 ea $ 35.00 $ 105.00 In -Place Nuclear Densities (ASTM D-6938) 32 ea $ 22.00 $ 704.00 Thickness 32 ea $ 15.00 $ 480.00 Mileage Charges 2 ea $ 378.00 $ 756.00 Sub -Total = $ 6,920.00 Item P-401: 4" Plant Mix Bituminous Pavements A. Test Strip. Tech Time Stability & Flow (AASHTO T-245) Max Specific Gravity (ASTM D-2041) Air Voids (ASTM D-3203) VMA(Asphalt Inst, Manual No. 2) Extract./Grad, & Asphalt Content (ASTM D-2172 & T30) Mat and Joint Densities (ASTM D-2726) Materials Engineer Mileage Charges Per Diem 13809 Turbine Drive Austin, TX 78728 (512) 251-4454 - Fax (512) 251-1380 L3 E-mail: rodriguezlab@aol.com Registered Texas Engineering Firm F-1563 (2,017 TON) 14 hrs $ 38.00 $ 532.00 3 sets $ 105.00 $ 315.00 3 ea $ 50.00 $ 150.00 3 sets $ 40.00 $ 120.00 1lot $ 85.00 $ 85.00 3 ea $ 175.00 $ 525.00 6 cores $ 20.00 $ 120.00 4 hrs $ 95.00 $ 380.00 1 ea $ 378.00 $ 378.00 1 ea $ 85.00 $ 85.00 Sub -Total = $ 2,690.00 Page 14 of 23 Lubbock Preston Snaith International Airport - PS&C, Inc.xls, 08/16/2011 Lubbock Preston Smith International Airport Rodriguez Runway 8-26 and Taxiway Improvements, Phase 3 Lubbock,Texas Engineering Basis for Cost Estimate Laboratories 9 Construction Materials Testing Description B. Production Mix Acceptance Testing. Tech Time Stability & Flow (AASHTO T-245) Max Specific Gravity (ASTM D-2041) Air Voids (ASTM D-3203) Extract./Grad. & Asphalt Content (ASTM D-2172 & T30) Mat and Joint Densities (ASTM D-2726) Thickness Smoothness and Grade (To be performed by the RPR) Materials Engineer Mileage Charges Per Diem Item P-501: 16" Portland Cement Concrete Pavement Tech Time Flexural Strength (ASTM C-78) Unit Weght of Beams Slump (ASTM C-143) Air Content (ASTM C-173 or C-231) Concrete Temperature (ASTM C-1064) Smoothness, Edge Slump & Grade (to be verified by RPR) Dowel Bar Alignment (to be verified by RPR) Thickness (ASTM C-174) Mileage Charges Per Diem (Pick -Up beams) Item P-501: 9" Portland Cement Concrete Pavement Tech Time Flexural Strength (ASTM C-78) Unit Weght of Beams Slump (ASTM C-143) Air Content (ASTM C-173 or C-231) Concrete Temperature (ASTM C-1064) Smoothness, Edge Slump & Grade (to be verified by RPR) Dowel Bar Alignment (to be verified by RPR) Thickness (ASTM C-174) Mileage Charges Per Diem (Pick -Up beams) 13809 Turbine Drive - Austin, TX 78728 (512) 251-4454 • Fax (512) 251-1380 0 E-mail: rodriguezlab@aoP.com Registered Texas Engineering Firm F-1563 Estimated Costs Quantity Unit Cost/Unit Total 14 hrs $ 38.00 $ 532.00 12 sets $ 105.00 $ 1,260.00 12 ea $ 50.00 $ 600.00 12 sets $ 40.00 $ 480.00 6 ea $ 175.00 $ 1,050.00 24 cores $ 20.00 $ 480.00 24 ea $ 10.00 $ 240.00 8 hrs $ 95.00 $ 760.00 1 ea $ 378.00 $ 378.00 3 ea $ 85.00 $ 255.00 Sub -Total = $ $ 6,035.00 (9,013 SY) 54 hrs $ 38.00 $ 2,052.00 64 ea $ 25.00 $ 1,600.00 64 ea $ 10.00 $ 640.00 32 ea $ - $ - 32 ea $ $ 32 ea $ $ n/a $ $ n/a $ $ - 32 ea $ 15.00 $ 480.00 1 ea $ 378.00 $ 378.00 4 ea $ 85.00 $ 340.00 Sub -Total = $ 5,490.00 (3,678 SY) 26 hrs $ 38.00 $ 988.00 16 ea $ 25.00 $ 400.00 16 ea $ 10.00 $ 160.00 8 ea $ - $ - 8 ea $ $ 8 ea $ $ n/a $ $ n/a $ $ - 8 ea $ 15.00 $ 120.00 1 ea $ 378.00 $ 378.00 1 ea $ 85.00 $ 85.00 Sub -Total = $ 2,131.00 Page 15 of 23 Lubbock Preston Smith International Airport - PS&C. Inc.xis. 08/10/2011 Lubbock Preston Smith International Airport Runway 8-26 and Taxiway Improvements, Phase 3 Rodriguez Lubbock, Texas Engineering Basis for Cost Estimate Laboratories Construction Materials Testing Description Item L -110 -ASW: New 4'x 4' Type 1 PVC Duct Concrete Encased Tech Time Concrete Cylinder Compressive Strength (ASTM C-39) Slump (ASTM C-143) Air Content (ASTM C-173 or C-231) Concrete Temperature (ASTM C-1064) Mileage Charges Per Diem Estimated Costs 34 hrs Quantity Unit Cost/Unit 6 ea $ (371 LF) 2 ea 34 hrs $ 38.00 $ 6 ea $ 14.00 $ 2 ea $ - $ 2 ea $ $ 2 ea $ $ 1 ea $ 378.00 $ 2 ea $ 85.00 $ Sub -Total = $ Item L -116 -ASW: New L -861T LED Taxiway Light in Concrete Encased L-867 Base Tech Time 34 hrs $ Concrete Cylinder Compressive Strength (ASTM C-39) 6 ea $ Slump (ASTM C-143) 2 ea $ Air Content (ASTM C-173 or C-231) 2 ea $ Concrete Temperature (ASTM C-1064) 2 ea $ Mileage Charges 1 ea $ Per Diem 2 ea $ Sub -Total = Item L -116 -ASW: New L850 Semi -Flush Runway Edge Light Inst. in Concrete L-868 Tech Time 17 hrs $ Concrete Cylinder Compressive Strength (ASTM C-39) 3 ea $ Slump (ASTM C-143) 1 ea $ Air Content (ASTM C-173 or C-231) 1 ea $ Concrete Temperature (ASTM C-1064) 1 ea $ Mileage Charges 1 ea $ Per Diem 1 ea $ Sub -Total 13809 Turbine Drive - Austin, TX 78728 (512) 251-4454 - Fax (512) 251-1380 .3 E-mail: rodrisguezlab@aol.corn Registered Texas Engineering Firm F-1563 (27 EA) 38.00 $ 14.00 $ - $ 378.00 $ 85.00 $ (1 EA) 38.00 $ 14.00 $ . $ 378.00 $ 85.00 $ Total 1,292.00 84.00 378.00 170.00 1,924.00 1,292.00 84.00 378.00 170.00 1,924.00 646.00 42.00 378.00 85.00 1,151.00 Total Lump Sum Fee (ALTERNATE 4) _ $ 38,191.00 Page 16 of 23 Lubbock Preston Smith International Airport - PS&C. Inc.xls, 08/10/2011 Lubbock Preston Smith International Airport Runway 8-26 and Taxiway Improvements, Phase 3 Rodriguez Lubbock, Texas Engineering I Basis for Cost Estimate Laboratories Construction Materials Testing ALTERNATE 5 - Taxiway "P" Including Concrete Shoulders Estimated Costs Description Quantity Unit Cost/Unit Total Item P-152: Embankment (3,703 CY) Tech Time 62 hrs $ 38.00 $ 2,356.00 Moisture -Density Relationship (ASTM D-698) 7 ea $ 150.00 $ 1,050.00 Atterberg Limits (ASTM D-4318) 7 ea $ 45.00 $ 315.00 Sieve Analysis (ASTM D-422) 7 ea $ 50.00 $ 350.00 In -Place Sand Cone Densities (ASTM D-1556) 4 ea $ 35.00 $ 140.00 In -Place Nuclear Densities (ASTM D-6938) 34 ea $ 22.00 $ 748.00 Smoothness (To be performed by the RPR) Mileage Charges 2 ea $ 378.00 $ 756.00 Sub -Total = $ 5,715.00 Item P-1.52: 6" Grading and Subgrade Preparation (5,105 SY) Tech Time 28 hrs $ 38.00 $ 1,064.00 Moisture -Density Relationship (ASTM D-698) 1 ea $ 150.00 $ 150.00 Atterberg Limits (ASTM D-4318) 1 ea $ 45.00 $ 45.00 Sieve Analysis (ASTM D-422) 1 ea $ 50.00 $ 50.00 In -Place Sand Cone Densities (ASTM D-1556) 1 ea $ 35.00 $ 35.00 In -Place Nuclear Densities (ASTM D-6938) 10 ea $ 22.00 $ 220.00 Mileage Charges 1 ea $ 378.00 $ 378.00 Sub -Total = $ 1,942.00 Item P-152: Two- 6" Grading and Subgrade Preparation (11,430 SY) Tech Time 39 hrs $ 38.00 $ 1,482.00 Moisture -Density Relationship (ASTM D-698) 3 ea $ 150.00 $ 450.00 Atterberg Limits (ASTM D-4318) 3 ea $ 45.00 $ 135.00 Sieve Analysis (ASTM D-422) 3 ea $ 50.00 $ 150.00 In -Place Sand Cone Densities (ASTM D-1556) 5 ea $ 35.00 $ 175.00 In -Place Nuclear Densities (ASTM D-6938) 44 ea $ 22.00 $ 968.00 Mileage Charges 2 ea $ 378.00 $ 7561.00 Sub -Total = $ 4,116.00 Item P-155: 6" Lime Treated Subgrade (16,535 SY) Tech Time 58 hrs $ 38.00 $ 2,204.00 Moisture -Density Relationship (ASTM D-698) 2 ea $ 150.00 $ 300.00 Atterberg Limits (ASTM D-4318) 2 ea $ 45.00 $ 90.00 Sulfate Content of Soils (Tex -620-J) 2 ea $ 125.00 $ 250.00 In -Place Sand Cone Densities (ASTM D-1556) 4 ea $ 35.00 $ 140.00 In -Place Nuclear Densities (ASTM D-6938) 33 ea $ 22.00 $ 726.00 Thickness Determination 55 ea $ 15.00 $ 825.00 Field Gradation 9 ea $ 35.00 $ 315.00 Mileage Charges 2 ea $ 378.00 $ 756.00 Sub -Total = $ 5,606.00 13809 Turbine Drive Austin, TX 78728 (512) 251-4454 - Fax (512) 251-1380 _5 E-mail: rodriguezlab@aol.com Page 17 of 23 Lubbock Preston Smith International Airport - PS&C, Inc.xls. 06/10/2011 Registered Texas Engineering Firm F-1563 --- Lubbock Preston Smith International Airport $ Runway 8-26 and Taxiway Improvements, Phase 3 $ RodriguezLubbock, Texas $ 105.00 Engineering Basis for Cost Estimate 315.00 3 ea Laboratories ! Construction Materials Testing $ 150.00 3 sets Estimated Costs 40.00 Description Quantity Unit Cost/Unit $ Item P-209: 6" Crushed Aggregate Base Course. (16,535 SY) 85.00 3 ea Tech Time 90 hrs $ 38.00 Flat or Elongated Particles 1 ea $ 65.00 Percentage of Wear (ASTM C-131) 1 ea $ 225.00 Sodium Sulfate Soundness loss (ASTM C-88) 1 ea $ 275.00 Sieve Analysis (ASTM C-136, C-117) 42 ea $ 50.00 Atterberg Limits (ASTM D-4318) 1 ea $ 45.00 Sand Equivalent (ASTM D-2419) 1 ea $ 45.00 Moisture Density Curve (ASTM D-698) 1 ea $ 150.00 In -Place Sand Cone Densities (ASTM D-1556) 5 ea $ 35.00 In -Place Nuclear Densities (ASTM 0-6938) 42 ea $ 22.00 Thickness 42 ea $ 15.00 Mileage Charges 2 ea $ 378.00 6 ea Sub -Total = $ Item P-401: 4" Plant Mix Bituminous Pavements A. Test Strip. Tech Time Stability & Flow (AASHTO T-245) Max Specific Gravity (ASTM D-2041) Air Voids (ASTM D-3203) VMA(Asphalt Inst. Manual No. 2) Extract./Grad. & Asphalt Content (ASTM D-2172 & T30) Mat and Joint Densities (ASTM D-2726) Materials Engineer Mileage Charges Per Diem B. Production Mix Acceptance Testing. Tech Time Stability & Flow (AASHTO T-245) Max Specific Gravity (ASTM D-2041) Air Voids (ASTM D-3203) Extract./Grad. & Asphalt Content (ASTM D-2172 & T30) Mat and Joint Densities (ASTM D-2726) Thickness Smoothness and Grade (To be performed by the RPR) Materials Engineer Mileage Charges Per Diem 13809 Turbine Drive Austin, TX 78728 (512) 251-4454 Fax (512) 251-1380 D E-mail: rodriguezlab@aol.com Registered Texas Engineering Firm F-1563 (2,498 TON) Tota I 3,420.00 65.00 225.00 275.00 2,100.00 45.00 45.00 150.00 175.00 924.00 630.00 756.00 8,810.00 14 hrs $ 38.00 $ 532.00 3 sets $ 105.00 $ 315.00 3 ea $ 50.00 $ 150.00 3 sets $ 40.00 $ 120.00 1 lot $ 85.00 $ 85.00 3 ea $ 175.00 $ 525.00 6 cores $ 20.00 $ 120.00 4 h rs $ 95.00 $ 380.00 1 ea $ 378.00 $ 378.00 1 ea $ 85.00 $ 85.00 Sub -Total = $ 2,690.00 14 hrs $ 38.00 $ 532.00 12 sets $ 105.00 $ 1,260.00 12 ea $ 50.00 $ 600.00 12 sets $ 40.00 $ 480.00 6 ea $ 175.00 $ 1,050.00 24 cores $ 20.00 $ 480.00 24 ea $ 10.00 $ 240.00 8 hrs $ 95.00 $ 760.00 1 ea $ 378.00 $ 378.00 3 ea $ 85.00 $ 255.00 Sub-lotal = $ 6,035.00 Page 18 of 23 Lubbock Preston Smith International Airport - PS&C, Inc.xls. 08/10/2011 Lubbock Preston Smith International Airport Rodriguez Runway 8-26 and Taxiway Improvements, Phase 3 Lubbock, Texas Engineering Basis for Cost Estimate j Laboratories Construction Materials Testing Description Item P-501: 16" Portland Cement Concrete Pavement Tech Time Flexural Strength (ASTM C-78) Unit Weght of Beams Slump (ASTM C-143) Air Content (ASTM C-173 or C-231) Concrete Temperature (ASTM C-1064) Smoothness, Edge Slump & Grade (to be verified by RPR) Dowel Bar Alignment (to be verified by RPR) Thickness (ASTM C-174) Mileage Charges Per Diem (Pick -Up beams) Item P-501: 9" Portland Cement Concrete Pavement Tech Time Flexural Strength (ASTM C-78) Unit Weght of Bearns Slump (ASTM C-143) Air Content (ASTM C-173 or C-231) Concrete Temperature (ASTM C-1064) Smoothness, Edge Slump & Grade (to be verified by RPR) Dowel Bar Alignment (to be verified by RPR) Thickness (ASTM C-174) Mileage Charges Per Diem (Pick -Up beams) Estimated Costs $ Quantity Unit Cost/Unit $ (11,229 SY) 24 ea $ 68 hrs $ 38.00 $ 80 ea $ 25.00 $ 80 ea $ 10.00 $ 40 ea $ $ 40 ea $ $ 40 ea $ $ n/a $ $ n/a $ $ 40 ea $ 15.00 $ 2 ea $ 378.00 $ 5 ea $ 85.00 $ Sub -Total = $ (5,006 SY) 36 hrs $ 38.00 $ 24 ea $ 25.00 $ 24 ea $ 10.00 $ 12 ea $ - $ 12 ea $ $ 12 ea $ $ n/a $ $ n/a $ $ 12 ea $ 15.00 $ 1 ea $ 378.00 $ 2 ea $ 85.00 $ Sub -Total = $ Item D-701: Double 24" Reinforced Concrete Pipe Concrete Encased Tech Time Concrete Cylinder Compressive Strength (ASTM C-39) Slump (ASTM C-143) Air Content (ASTM C-173 or C-231) Concrete Temperature (ASTM C-1064) Mileage Charges Per Diem 34 hrs 6 ea 2 ea 2 ea 2 ea 1 ea 2 ea Item L -116 -ASW: New L -861T LED Taxiway Light in Concrete Encased L-867 Base (268 LF) $ $ Sub -Total = Tech Time 34 hrs $ Concrete Cylinder Compressive Strength (ASTM C-39) 6 ea $ Slurnp (ASTM C-143) 2 ea $ Air Content (ASTM C-173 or C-231) 2 ea $ Concrete Temperature (ASTM C-1064) 2 ea $ 13809 Turbine Drive Austin, TX 78728 (512) 251-4454 - Fax (512) 251-1380 0 E-mail: rodrigueziab@aol.com Registered Texas Engineering Firm F-1563 38.00 $ 14.00 $ 378.00 $ 85.00 $ $ Total (30 EA) 38.00 $ 14.00 $ 2,584.00 2,000.00 800.00 600.00 756.00 425.00 7,165.00 1,368.00 600.00 240.00 180.00 378.00 170.00 2,936.00 1,292.00 84.00 378.00 170.00 1,924.00 1,292.00 84.00 Page 19 of 23 Lubbock Preston Smith International Airport - PS&C, Inc.xls, 08/10/2011 - - Lubbock Preston Smith International Airport Rodriguez Runway 8-26 and Taxiway Improvements, Phase 3 Lubbock, Texas Engineering Basis for Cost Estimate Laboratories Construction Materials Testing Estimated Costs Description Quantity Unit Cost/Unit Item L -116 -ASW: New L -861T LED Taxiway Light in Concrete Encased L-867 Base (Cont) Mileage Charges 1 ea $ 378.00 $ Per Diem 2 ea $ 85.00 $ Sub -Total = $ Total 378.00 170.00 1,924.00 Item L -116 -ASW: New L850 Semi -Flush Rwy Edge Light Inst. in Concrete Encased L-868 (1 EA) Tech Time 17 hrs $ 38.00 $ 646.00 Concrete Cylinder Compressive Strength (ASTM C-39) 3 ea $ 14.00 $ 42.00 Slump (ASTM C-143) 1 ea $ - $ - Air Content (ASTM C-173 or C-231) 1 ea $ $ Concrete Temperature (ASTM C-1064) 1 ea $ $ - Mileage Charges 1 ea $ 378.00 $ 378.00 Per Diem 1 ea $ 85.00 $ 85.00 Sub -Total = $ 1,151.00 Item L -117 -SW: Size 2, Style 3, Two -Panel Fluorescent Sign Including Base (2 EA) Tech Time 17 hrs $ 38.00 $ 646.00 Concrete Cylinder Compressive Strength (ASTM C-39) 3 ea $ 14.00 $ 42.00 Slump (ASTM C-143) 1 ea $ - $ - Air Content (ASTM C-173 or C-231) 1 ea $ $ Concrete Temperature (ASTM C-1064) 1 ea $ $ - Mileage Charges 1 ea $ 378.00 $ 378.00 Per Diem 1 ea $ 85.00 $ 85.00 Sub -Total = $ 1,151.00 Item L -117 -SW: Size 2, Style 3, Three -Panel Fluorescent Sign Including Base (2 EA) Tech Time 17 hrs $ 38.00 $ 646.00 Concrete Cylinder Compressive Strength (ASTM C-39) 3 ea $ 14.00 $ 42.00 Slump (ASTM C-143) 1 ea $ - $ - Air Content (ASTM C-173 or C-231.) 1 ea $ $ Concrete Temperature (ASTM C-1064) 1 ea $ $ - Mileage Charges 1 ea $ 378.00 $ 378.00 Per Diem 1 ea $ 85.00 $ 85.00 Sub -Total $ 1,151.00 13809 Turbine Drive - Austin, TX 78728 (512) 251-4454 • Fax (512) 251-1380 0 E-mail: rodriguezlab@aol.corn Registered Texas Engineering Firm F-1563 Total Lump Sum Fee (ALTERNATE 5) = 1$ 52,316.00 Page 20 of 23 Lubbock Preston Smith international Airport - PS&C, Inc.xis, 08/10/2011 Lubbock Preston Smith International Airport E Rodriguez Runway 8-26 and Taxiway Improvements, Phase 3 Lubbock, Texas Engineering Basis for Cost Estimate Laboratories Construction Materials Testing ALTERNATE 6 - Seal Perimeter Road Description item P-609: Emulsified Pavement Sealer and Rejuvenator Tech Time Percentage of Wear Sodium Sulfate Soundness Loss Sieve Analysis Mileage Charges ALTERNATE 7 - Relocate Perimeter Fence Description Estimated Costs Quantity Unit Cost/Unit Total (133,052 SY) 14 hrs $ 38.00 $ 532.00 1 ea $ 225.00 $ 225.00 1 ea $ 275.00 $ 275.00 1 ea $ 50.00 $ 50.00 1 ea $ 378.00 $ 378.00 Sub -Total = $ 1,460.00 Total Lump Sum Fee (ALTERNATE 6) = 1 $ 1,460.00 Item F-162: Chain Link Fencing Fluorescent Sign Including Base Tech Time Concrete Cylinder Compressive Strength (ASTM C-39) Slump (ASTM C-143) Air Content (ASTM C-173 or C-231) Concrete Temperature (ASTM C-1064) Mileage Charges Per Diem 13809 Turbine Drive - Austin, TX 78728 (512) 251-4454 - Fax (512) 251-1380 _9 E-mail: rodriguezlab@aol.com Registered Texas Engineering Finn F-156'3 Estimated Costs Quantity Unit Cost,/Unit Total (2,236 LF) 51 hrs $ 38.00 $ 1,938.00 9 ea $ 14.00 $ 126.00 3 ea $ - $ - 3 ea $ $ 3 ea $ $ - 2 ea $ 378.00 $ 756.00 3 ea $ 85.00 $ 255.00 Sub -Total = $ 3,075.00 Total Lump Sum Fee (ALTERNATE 7) m 1 $ 3,075.00 Page 21 of 23 Lubbock Preston Smith International Airport PS&C, lnc.xis. 08/10/2011 Lubbock Preston Smith International Airport Rodriguez Runway 8'26 and Taxiway Improvements, Phase 3 Lubbock, Texas Engineering Basis for Cost Estimate Laboratories Construction Materials Testing ALTERNATE 8 - P-304 in Lieu of P-209 for Base Bid Description DEDUCT: Item P-209: 6" Crushed Aggregate Base Course. Item P-304: 6" Cement -Treated Base Course. Tech Time Moisture -Density Relationship (ASTM D-558) Sieve Analysis (ASTM C-136) In -Place Sand Cone Densities (ASTM D 1556) In -Place Nuclear Densities (ASTM D-6938) Smoothness (To be performed by the RPR) Thickness Determination Mileage Charges ALTERNATE 9 - P-304 in Lieu of P-209 for Alternate 2 Description Item P-209: 6" Crushed Aggregate Base Course. Item P-304: Cement -Treated Base Course. Tech Time Moisture -Density Relatiorship (ASTM D-558) Sieve Analysis (ASTM C-136) In -Place Sand Cone Densities (ASTM D-1556) In -Place Nuclear Densities (ASTM D-6938) Smoothness (To be performed by the RPR) Thickness Determination Mileage Charges 13809 Turbine Drive - Austin, TX 78728 (512) 251-4454 • Fax (512) 251-1380 :3 E-mail: rodriguezlabC aol.com Registered Texas Engineering Firm F-1563 Estimated Costs Quantity Unit Cost/Unit Total $ (9,939.00) (21,083 SY) 63 hrs $ 3800 $ 2,394.00 2 ea $ 150.00 $ 300.00 2 ea $ 50.00 $ 100.00 5 ea $ 35.00 $ 175.00 42 ea $ 22.00 $ 924.00 42 ea $ 15.00 $ 630.00 2 ea $ 378.00 $ 756.00 Sub -Total = $ 5,279.00 Total Lump Sum Fee (ALTERNATE 8)_ $ (4,660.00) Estimated Costs Quantity Unit Cost/Unit Total $ (8,984.00) (17,487 SY) 53 hrs $ 38.00 $ 2,014.00 2 ea $ 150.00 $ 300-00 2 ea $ 50.00 $ 100.00 4 ea $ 35.00 $ 140.00 35 ea $ 22.00 $ 770.00 35 ea $ 15.00 $ 525.00 2 ea $ 378.00 $ 756.00 Sub -Total = $ 4,605.00 Total Lump Sum Fee (ALTERNATE 9) _ I $ (4,379.00) Page 22 of 23 Lubbock Preston Smith International An port - PS&C, Incxls, 08/10/2011 Lubbock Preston Smith International Airport Rodriguez Runway 8-26 and Taxiway Improvements, Phase 3 Lubbock, Texas Engineering Basis for Cost Estimate Laboratories Construction Materials Testing ALTERNATE 10 - P-304 in Lieu of P-209 for Alternate 4 Description Item P-209: 6" Crushed Aggregate Base Course. Item P-304: Cement -Treated Base Course. Tech Time Moisture -Density Relationship (ASTM D-558) Sieve Analysis (ASTM C-136) In -Place Sand Cone Densities (ASTM D-1556) In -Place Nuclear Densities (ASTM D-6938) Smoothness (To be performed by the RPR) Thickness Determination Mileage Charges ALTERNATE 11- P-304 in Lieu of P-209 for Alternate 5 Description Item P-209: 6" Crushed Aggregate Base Course. Item P-304: Cement -Treated Base Course. Tech Time Moisture -Density Relationship (ASTM D-558) Sieve Analysis (ASTM C-136) In -Place Sand Cane Densities (ASTM D-1556) In -Place Nuclear Densities (ASTM D-6938) Smoothness (To be performed by the RPR) Thickness Determination Field Gradation Mileage Charges 13809 Turbine Drive - Austin, TX 78728 (512) 251-4454 Fax (512) 251-1380 :3 E-mail: rodriguezlab@aol.com Registered Texas Engineering Firm F-1563 Estimated Costs Quantity Unit Cost/Unit Total $ (6,920.00) (13,042 SY) 49 hrs $ 38.00 $ 1,862.00 2 ea $ 150.00 $ 300.00 2 ea $ 50.00 $ 100.00 3 ea $ 35.00 $ 105.00 26 ea $ 22.00 $ 572.00 26 ea $ 15.00 $ 390.00 2 ea $ 378.00 $ 756.00 $ 35.00 Sub -Total = $ 4,085.00 Total Lump Sum Fee (ALTERNATE 10) _ 1 $ (2,835.00) Estimated Costs Quantity Unit Cost/Unit Total $ (8,810.00) (17,021 SY) 49 hrs $ 38.00 $ 1,862.00 2 ea $ 150.00 $ 300.00 2 ea $ 50.00 $ 100.00 2 ea $ 35.00 $ 70.00 28 ea $ 22.00 $ 616.00 39 ea $ 15.00 $ 585.00 6 ea $ 35.00 $ 210.00 4 ea $ 378.00 $ 1,512.00 Sub -Total = $ 5,255.00 Total Lump Sum Fee (ALTERNATE 11) _ 1 $ (3,555.00) Total Lump Sum Fee (BASE BID + ALTERNATES) = $ 380,9 W. Page 23 of 23 Lubbock Preston Smith international Airport - PS&C, inc.xts, 08/10/2011 August 16, 2011 Parkhill, Smith & Cooper, Inc. 4222 85`h Street Lubbock, TX 79423 Attn: Mark D. Haberer, PE 6310 Genoa Ave. Suite A Lubbock TX. 79474 Phone: 806-687-1569 Fax: 806-687-1569 E-mail: stevenssurvey@hotmail.com Or norrisOstevenssurvey.com Re: LBB Runway $126 and Taxiway Improvements, PSC Project No. 01-2711-11. Dear Mark: As per the survey requirements provided to me, and our previous discussion, I submit this proposal and agreement for as -built topographic surveys of the asphalt paving layer prior to the concrete overlay for Runway 8126, 7900 feet in length, and Taxiways 7, K and P. Survey and data will be relative to NGS LBB Primary Control Station "LBB B3", based on state plane coordinates at grid, NAD'83 with NAVD'88 elevations. I estimate the cost of the survey services to be as follows: As -Built topographic survey....................................................................... $49,700.00 If this agreement is acceptable, please sign below and return to us at your earliest convenience. If you have any questions or comments, please contact me as soon as possible. Thank you for the opportunity to offer our services in this matter. Sincerely, Norris Stevens, R.P.L.S. (Signature) (Title) (Date) PARKHILL, SMITH & COOPER, INC. - LUBBOCK PROJECT BUDGET SHEET LOCATION CODE: 01 PROJECT NAME: LBB 8/26 P2 CST JOB NO.: 01-2711-11 TASK: 4GIS DATE: 09/23/11 FEE TYPE: Hourly Rate w/Max PREPARED BY: MDH PRINCIPAL: JTH PROJ, MANAGER: MDH OVERHEAD RATE: PROFIT ON LABOR: PROFIT ON REIMB: 15.00% PROFIT ON DIRECTS: 15.00% $51,700 FEE: $51, 6 LABOR: $50,833 OVERHEAD: REIMB. CONSULTANTS: REIMB. EXPENSES: $733 DIRECT CONSULTANTS: DIRECT EXPENSES: LABOR BUDGETS: CODE DESCRIPTION HOURS COSTS 1 Fina Principal 13 $2,223 1 Firm Principal 154 $19,866 11 Resident Project Representat 3 Engineer 100 $11,200 7 Engineer -in -Training 120 $11,280 7 CADD Operator 68 $4,964 1s Clerical 20 $1,300 11 Page 1 of 1 FEE ESTIMATING SHEET PROJECT: LBS 8r26 P2 CST JOB NO.: 01-2711-11 TASK: 4GIS SALARY CATEGORY OF PERSONNEL RATE PER HOUR FP FP RPR ENG EIT CADD OPT CLERICAL TASK 1 1 11 3 7 7 18 Tris $171.00 $129.00 $94.00 $112.00 $94.00 $73.00 $65.00 TOTAL All PSC work associated with Final AGIS submittal Coordinate as-built survey/aerial photography 16 16 32 Set-up new project in AGIS 8 4 4 16 Compile and format pre-existing as-built survey data 10 20 20 20 70 Assist with compilation of photo index 10 24 10 44 Assist with compilation of survey sketches, etc 10 24 10 44 Gather attribute/enumeration data 5 20 40 60 120 Coordination ALIS submittal with FAA 5 16 21 Coordinate flight check with FAA 24 16 40 Respond to FAA during procedure development 8 40 20 20 88 BUDGET SUBTOTALS: HOURS! Trips - 5 13 154 100 120 68 201 475 SALARY $2,223 $19,866 $11,200 $11,280 $4,964 $1,300 $50,833 Page 1 of 1 EE ESTIMATING SHEET PROJECT: EIMBURSABLES LBB 8125 P2 CST JOB NO.: 01-2711-11 TASK: 4GIS REIMBURSABLE CONSULTANT COSTS SUBTOTAL 511 STRUCTURAL CONSULTANTS 512 MECHIELEC CONSULTANTS 513 01-2711-08 514 4GIS 515 TESTING CONSULTANT: 516 SURVEYING CONSULTANTS 517 INTERIOR DESIGN CONSULTANT: 518 OTHER CONSULTANTS TOTAL REIMB RS BLE REIMBURSABLE EXPENSES_ 521 TRAVEULODGING MOTEL DAYS @ AIR TRAVEL AIR FARE @ PARKING DAYS(M CAR RENTAL DAYS @ MILEAGE 55 MILES @ MEN @ IMANDAY = MEN @ /MAN = /DAY = /DAY = $0.550 @ 5 TRIPS = SUBTOTAL $151.25 $151 522 REPRODUCTIONS BLUELINE PRINTS SEPIA PRINTS PRINTING: ORIGINAL SET-UP COSI COST PER SHEET BINDING COSI XEROX 100 SHTS @ $2.55 @ 8 SETS = SHTS @ $8.51 @ SETS ORIGINALS @ $0.15 /DRI. - SETS @ $0.08 /SHT @ 250 SHEETS = SETS @ $2.00 /SET = SHTS @ $0.08 /SHT = SUBTOTAL $8.06 $0 523 MODEURENDERINGS/PHOTOS Shots IShat 524 TELEPHONE 15 Calls @ $2.00 !Call 33n 525 MEALS DAYS @ MEN WANDAY 526 FIELD SUPPLIES 528 POSTAGE Mailings @ $2.00 IMWIing 529 PUBLICATIONS & SUBSCRIPTIONE 530 MISC REIMBURSABLE EXP 531 FAX Pages @ $1.00 532 TEMPORARY PERSONNEL 533 DRAFTING SUPPLIES 534 OFFICE SUPPLIES 535 CADD 68 HOURS @ $B.00 (HOUR $544 536 FIELD EQUIP RENTAL 546 SOFTWARE TOTAL REI L 5 SF---T7-3-3jj Page 1 of 1 PARKHILL, SMITH & COOPER, INC. - LUBBOCK PROJECT BUDGET SHEET LOCATION CODE: 01 PROJECT NAME: LBB 8126 P3 CST JOB NO.: 01-2711-11 TASK: 5 SUB DATE: 09/16/11 FEE TYPE: Hourly Rate w/Max PREPARED BY: MDH PRINCIPAL: JTH PROJ. MANAGER: MDH OVERHEAD RATE: PROFIT ON LABOR: PROFIT ON REIMB: 15.00% PROFIT ON DIRECTS: 15.00% $51,900 FEE: $51, LABOR: OVERHEAD: REIMB. CONSULTANTS: $45,130 REIMB. EXPENSES: DIRECT CONSULTANTS: DIRECT EXPENSES: LABOR BUDGETS: CODE DESCRIPTION HOURS COSTS 01 Firm Principal 03 Engineer I 1 Resident Project Representat 03 Engineer 07 Engineer -in -Training 14 CADD Operator 18 Clerical Page 1 of 1 FEE ESTIMATING SHEET REIMBURSABLES PROJECT: LBB 8126 P3 CST JOB NO.: 01-2711-11 TASK: 5SUB REIMBURSABLE CONSULTANT COSTS SUBTOTAL 511 STRUCTURAL CONSULTANTS 512 LBB 8126 P3 CST _ 513 01-2711-11 514 LANDSCAPE CONSULTANTS 515 TESTING CONSULTANTS 516 SURVEYING CONSULTANTS Geode€ix includes 18B "as-huilt _ $45,130 517 INTERIOR DESIGN CONSULTANTS 518 OTHER CONSULTANTS TOTAL REM 5,13 REIMBURSABLE EXPENSES 521 TRAVEULOOGING MOTEL AIR TRAVEL PARKING CAR RENTAL MILEAGE DAYS @ AIR FARE @ DAYS @ DAYS @ MILES @ MEN @ MEN @ 7DAY /DAY $0.550 @ 1MANDAY = fMAN = = - TRIPS = SUBTOTAL 522 REPRODUCTIONS BLUELINE PRINTS SEPIA PRINTS PRINTING: ORIGINAL SET-UP COSI COST PER SHEET BINDING COSI XEROX SHTS @ $2.55 @ 8 SETS = SHTS @ $8.51 @ SETS = ORIGINALS @ $0.15 /ORI. _ SETS @ $0.08 1SHT @ 250 SHEETS= SETS @ $2.00 1SET = SHTS @ $0.08 /SHT - SUBTOTAL 523 MODELIRENDERINGSIPHOTOS Shots @ IShot 524 TELEPHONE Calls @ $2.00 !Call _ 525 MEALS DAYS @ MEN @ 1MANDAY 526 FIELD SUPPLIES 528 POSTAGE Mailings @ $2.00 /Mailing 529 PUBLICATIONS & SUBSCRIPTIONS 530 WSC REIMBURSABLE EXP 531 FAX Pages 532 TEMPORARY PERSONNEL 533 DRAFTINGSUPPLIES 534 OFFICE SUPPLIES 535 CAD 1) HOURS @ _ $6.00 /HOUR 536 FIELD EQUIP RENTAL 548 SOFTWARE TOTAL REIMBURSABLE EXP S Page 1 of 1 Lubbock Preston -Smith International Airport 8/11/2011 As -Built Survey of Runway 8-26 Improvements (July 2012) in accordance with FAA AC 15015300-16A, -17B, and -18B FEE ESTIMATE SUMMARY Other Geodetix Total 1 As -Built Survey of Runway 8-26 Improvements $0 $45,130 $45,130 Estimated Totals Other $0 Geodetix Project Total The As -Built Survey will require the creation of a new Airports -GIS project. No SOW or implementation plans (Imagery Plan, Survey & QC Plan) are required. PSC will be responsible for initiating the new project. Assumptions Runway 8-26 As -Built Survey Post -construction aerial imagery by Geodetix. Post -construction field survey by Geodetix. Post -Construction orthoimagery by Geodetix. Field Survey tied to Existing PACS/SACS or use of Temporary Airport Control Stations. Runway 8-26 Profiles collected at 10 -foot station intervals along centerline with 10 -foot offsets left and right. Collection of data for new runway ends and all new or repositioned NAVAIDs (on -airport only). Update plannimetric mapping to reflect all improvements at time of new imagery acquistion. Update data feature attributions/enumerations to reflect "as -built" conditions. Update topo associated with Runway 8-26. Compile and attribute SUE data into geo-spatial data file (.dwg). SUE Data to be provided by PSC. Submittal of orthoimagery and metadata to FAA AAS -100. Submittal of As -Built geo-spatial data file to Airports -GIS. Submittal of supporting documentation (field survey documentation & As -Built summary report) to Airports -GIS. Page 1 of 4 Lubbock Preston -Smith International Airport 8/11/2011 Fps -Built Survey of Runway 8-26 Improvements (July 2012) COST DETAILS BY LINE ITEMS Line Items Other Geodetix Total FAA Airports -GIS Administrative and Documentation Project Status Reports posted to Airports -GIS 0.00 hour(s) $75/hr $0 Statement of Work 0.00 hour(s) $75/hr $0 Attribute/Enumeration Table (ALP Projects only) 0.00 hour(s) $75/hr $0 Implementation Plans Geodetic Control Plan 0.00 hour(s) $75/hr $0 Imagery Plan 0.00 hour(s) $75/hr $0 Survey and QC Plan 0.00 hour(s) $75/hr $0 TOTALS $0 $0 $0.00 Collect Imagery Aerial Flight Missions - Mob & DeMob 0.85 mob(s) $9,150 $7,778 Flight Mission 1: Runway 8-26 photos 1" = 330' (4" pixels) 13.00 exposure(s) $70/ea $910 Flight Mission 2: VGAS (10,200' to 20,200'), VGHS & VGCS, NVGTS, NVGHS. photos 1" = 1600'(10" pixels) 0.00 exposure(s) $70/ea $0 Photo Products: Contact Prints (9"x9") 13.00 print(s) $201ea $260 Diapositives (film positives) 13.00 diapositive(s) $35/ea $455 Digital Scans (2000 dpi) 13.00 scan(s) $25/ea $325 Aerotriangulation: Frames (AT Process) 13.00 frame(s) $70/hr $910 Orthophotos Production (for both flight levels) 13.00 ortho(s) $175/ea $2,275 TOTALS 50 $12,913 $12,912.51 Field Survey - Mob & DeMob 1.70 day(s) $1,200/day $2,040 TOTALS s® $2,040 $2,040.00 Field Interviews - Conducted by Surveyor Airport Manager 0.00 hour(s) $70/ea $0 ATCT Manager 0.00 hour(s) $70/ea $0 FAA Airways Facilities Manager (NAVAID) 0.00 hour(s) $701ea $0 TOTALS $0 $0 $0.00 Field Survey - Post Processing Raw GPS Data Processing 6.80 hour(s) $751ea $510 Quality Review by Reg. Prof. Land Surveyor 3.40 hour(s) $75/ea $255 TOTALS $0 $765 $765.00 Page 2 of 4 8/11/2011 Line Items Other Geodetix Total Field Survey - Photo Control Points (12) and Checkpoints (7) Photo Control Layout 20.40 hour(s) $701ea $1,428 Survey Photo Control Points and Checkpoints 1.05 day(s) $1,200/day $1,260 Surveyor to Review Req. Airports -GIS forms 8.50 hour(s) $70/ea $595 1 form per pt @ 0.5 hrs. ea. (Qty 19) Digital Field Photos - Processing in Office (Captions, Add to Airports -GIS forms, Scan, Org., File Log) 19.55 hour(s) $70/ea $1,369 2 photos pre pt. @ 0.6 hrs. ea. (Qty 38 photos) OPUS Solutions - Checkpoints (Print, Scan, Organize) 1.70 hour(s) $70/ea $119 TOTALS $0 $4,771 $4,770.50 Field Survey - Geodetic Control (6 stations) PAC & SAC Recovery or Set Temp Points 0.85 day(s) $1,200/day $1,020 OPUS & Mark Recovery Reports (Submitted, Scan, Org.) 1.70 hour(s) $70/ea $119 Surveyor to Review Req. Airports -GIS forms 11.05 hour(s) $701ea $774 4 forms per sta + 1 @ 0.5 hrs ea. (Qty 25) Digital Field Photos - Processing in Office (Captions, Add to Airports -GIS forms, Scan, Org., File Log) 8.50 hour(s) $70/ea $595 4 photos per sta @ 0.6 hrs. ea. (Qty 16 photos) OPUS Solutions - Checkpoints (Print, Scan, Organize) 0.85 hour(s) $70/ea $60 TOTALS $0 $2,567 $2,567.00 Field Survey - Runway Survey (Rwy End Pts, Disp Thres, Blast Pads, Stopways, EMAS and Profiles) Field Survey of Runway 8-26 Ends (3 points) 0.25 day(s) $1,200/day $300 Field Survey of Runway 8-26 Profiles (Part 139) (10' stations with 10' offsets left & right, 2 runs, all rwys) Surveyor to Review Req. Airports -GIS forms 1 form per pt. +1 @ 0.5 hrs. ea. (Qty 4) 0.75 day(s) $1,200/day $900 2.00 hour(s) $701ea $140 Digital Field Photos - Processing in Office (Captions, Add to Airports -GIS forms, Scan, Org., File Log) 18.00 hour(s) $701ea $1,260 10 photos per end @ 0.6 hrs ea. (Qty 30 photos) TOTALS $0 $2,600 $2,600.00 Field Survey - NAVAID Survey (Qty 10) Field Survey (10 On -Airport NAVAIDs) 0.50 day(s) $1,200/day $600 Surveyor to Review Req. Airports -GIS forms 5.00 hour(s) $70/ea $350 1 form per NAVAID @ 0.5 hrs. ea.(Qty 10) Digital Field Photos - Processing in Office (Captions, Add to Airports -GIS forms, Scan, Org., Filo Log) 12.00 hour(s) $23/ea $276 2 photos per NAVAID @ 0.6 hrs. ea. (Qty 20 photos) TOTALS $0 $1,226 $1,226.00 'age 3 of 4 8/11/2011 Line Items Other Geodetix Total Field Survey Support & Coordination (for surveys conducted by firm other than Geodetix) Survey - Technical Consultation(s) 0.00 hour(s) $751ea $0 QC Review of Data to be submittal to FAA/NGS 0.00 hour(s) $75/ea $0 Travel (Will not be invoiced if travel is not required) 0.00 trip $1,500 $0 $0 $0 $0.00 Mapping Comilation: Planimetric, Topo, Cultural/Landmark, Obstacle Data Collection, and Feature Attribution/Enumeration Arp Prop,VGAS inner,VGRPS,VGPS,VGATS,VGPCS (660) 11.00 9 hrslmod $70/ea $6,930 VGAS outer (1600) 0.00 6 hrslmod $70/ea $0 VGHS & VGCS (1600) 0.00 3 hrslmod $70/ea $0 Edit: 50% Compilation $6,930 $3,465 Convert CAD to -18 B GIS 13.60 hour(s) $70/ea $952 Feature Attribution and Emuneration (limited features collected or derived from imagery or survey data) Single Runway and associated taxiways 40.80 hour(s) $70/ca $2,856 Multiple Runways 0.00 hour(s) $70/ea $0 Airport Property 0.00 hour(s) $70/ea $0 Off -Airport ( Obstacles & Landmark Features only) 0.00 hour(s) $70/ea $0 TOTALS $0 $14,203 $14,203.00 Airport Airspace Analysis (AAA) Vertically Guided 0.00 hour(s) $70/ea $0 Non -Vertically Guided 0.00 hour(s) $70/ea $0 TOTALS $0 $0 $0.00 Imagery Data Submittals (per AC 15015300-1713) AP Imagery Acquisition Report 0.00 hour(s) $70/ea $0 (stereo imagery data organization, development of summary report, and submittal preparation. Submitted on external HD to NGS) Orthophotos & Metadata to FAA 13.60 hour(s) $70/ea $952 (Development of metadata, submittal preparation of both orthos and metadata. Submitted on external HID to FAA) TOTALS $0 $952 $952.00 Final Survey Data Submittals Final Project Report Development & Submittal 34.00 hour(s) $75/ea $2,550 Final Geo -spatial Data (.dwg) Submittal 1.70 hour(s) $70/ea $119 Duplicate of All Submittals to Airport, Eng, or Prime Consultant on external hard -drive shuttle after final project 4.25 hour(s) $70/ea $298 submittals. Shutttle to be returned to Geodetix. TOTALS $0 $2,967 $2,966.50 Miscellaneous External Hard-Drive(s) for Orthophotos-Metadata Submittal: 0.85 hard-drive(s) $150/ea Travel - Scoping I Kick -Off Meeting 0.00 trip $1,500 Travel - Interim Meeting 0.00 trip $1,500 Page 4 of 4 $128 $0 $0 $128 ALTERNATEIS _ ALTERNATE 777 ®Ai!lIIAFlA.T9YMTE£ Vf■ 4rA ALTETMIATE 8 f ALWMTE ALTERNATEI/AL/ERNATE2PALT.T£9 1. _ ,01 % ALTERNATE"ALTETMMTE 10 Resolution No— 2011-RO439 7-A-LTERNATEIVALTERNATE14 _ �Y �• ALTERNATE 7, LEGEND BASE BIG ALTERNATE 14JNPAVED SHOU_DERS FOR BASE BID ALTERNATE 2.C?NCRETE SHOULDERS FOR BASE BIG ALTERNATE 3.0,EMOLISH PORTION OF RUNWAY 11-26 ALTERNATE 4 -TAXIWAY K (WAUU'NG CONCRETE SHOULDERS) ALTERNATE 5 -TAXIWAY P (INCLUDING CONCRETE SHOULDERS) ALTERNATE RSM PERIMETER ROAD ALTERNATE 7 -PERIMETER FENCE ALTERNATE 6-PJ041N LIEU OF P.209 FOR RASE BID ALTERNATE 9-A344 IN LIEU OF P-709 FOR ALTERNATE 2 ALTERNATE 14P•304 IN LIEU OF P-209 FOR ALTERNATE 4 ALTERNATE 11-P-304 IN LIEU OF P-209 FOR ALTERNATE 5 ALTERNATE 12•LOCALIZER ANTENNA REPAINTWO ALTERNATE 11GUIDE SLOPE TOWER REPAINTING ALTERNATE 14CLIMBING SAFETY NAIL SYSTEM FOR GLIDE SLOPE TOWER ALTERNATE i &ILS SHELTER REPAIR 1 660 D6001z* HORIZONTAL SCALE: i'=600' RUNWAY 08/26 AND TAXIWAY IMPROVEMENTS PHASE 3 LUBBOCK PRESTON SMITH INTERNATION& AJRPORT IR1 DMT BLS�>OH akM OFFICE UJ0X% PA6[C1 PQ 2711.11 Resolution No. 2011-80439 RFP# 11 -10031 -MA Contractors TITLE : RUNWAY 08126 IMPROVEMENTS - PHASE 3 -RUNWAY 08126 AND TAXIWAY IMPROVEMENTS Duininck 9D Abrams _ _ Austin Bridge & Road Interstate AUI Contractors Tab Contactors, Inc. Engineer CLOSE DATE : AUGUST 23, 2011 PT: AVIATION 1 Item P-140 Contractor Mobilization QTY 1 Unit LS Bid Price $1,570,000 Total $1,570,000.00 Bid Price 51,800,000 Total 81 800,000.0{1 Bid Price $1,831,81}0 Total _ $1,831,800.00 Bid Price _ $1,000,900 Total 51,000,000.00 Bid Price $1,760,000 Total $1,760,00000 MM7$3,DDD,DOi7 Bid Price Total _ $3,000,400.00 Bid Price $1,406,827 Total $1,408„826.53 2 Item P-101 Remove and salvage 2' P 401 6' TxDOT Item 345 6" P-155 12,916 SY $4.25 $54,893.00 $2.40 $30'898.40 $6,75 $87,183.00 $5.51 $71,167,18 $5.50 $71,038.00 $8.00 $103,328.00 $5,00 $64,580.00 3 Item P-101 Remove and dispose of 14' P -501,8"P -301,6'P-165 5,175 SY $15.75 $81,50635 $20.00 $103.500.00 $33,40 $170,775.00 $21.63 $111,935.25 $21.00 $108,675.00 $19.00 $98,325.00 $18.00 $93,150.0 4 Item P-101 Remove and dispose of 14" P-501 16' TxOOT Item 345,6' P 1,092 SY $23,00 $25,116.00 $20.00 $21,840.00 $35.00 $38,220.00 $18.34 $20,027.28 $18.00 $19,656.00 $23.00 $25,116.00 $30.00 $32,760.00 5 Item P"101 Remove and dispose of 14'P -501,4'P-401, 7'TxDOT Item 5,790 SY $194n $110,010.00 $20.00 $115800.00 $33,50 $193965.00 $16.21 $93,855.90 $16.00 $92,640,00 $23.00 $133170,00 $20.00 $115,800.00 6 Item P-101 Remove and dispose of 14" P-501 6' P-001 10'P-209 8,492 SY $18.00 $152,856-00 $20.00 $169'840m $33.00 $280,236.00 $16.60 $140967-20 $16.00 $135,872.00 _ $21.00 $178,332.00 $20.00 $169,840.00 7 Item P-101 Remove and die ase of 14" P-501 4' P -0O1 6" TxDOT item 8,355 SY $20.00 $167,100.00 $20.00. $167,100.00 $35.00 $292,425.00 $20.98 $175 267.90 $20.00 _ $167,100.00 $25.00 $268,875.00 $20,00 $167,100.00 8 Item P-101 Remove and salve a 2" P-401 8' P-209 6' P-155 3,487 SY $5.00 $17,435.00 _ $440 $13,948.00 $6,15 $23,537.25 $6.59 $22,97933 $6.00 $20,922.00 $9.00 $31,383.00 $B.00 $27,896. 9 Item P-101 Remove and dispose of 10" P-304 under 2.5' of P-152 2,700 SY _ _ $840 $21,600.00 $4.00 $10,800.00 $5,00 $13,500,00 $11.17 $30,169.0 $11.00 $29,700.00. $25.00 $67,500.00 $5.00 $13,500.00 10 Item P-101 Remove and salvage 4" P-401 B" Base 963 SY $4.00 S3 B5240 _ -- $6.DO $5,778.00 $6.25 $6,018.7 $4.61 $4,439.431 $4.00 $3,852.00 $7.00 $6,74 1 .0 $1040 $9,630.00 11 12 Item P-101, Remove and dispose of 14" P 501 panel (25'x25'1 and grade adjustment of underlying asphalt Item P-101 Shoulder cold planing13,960 27 Panel SY $2.000.00 $0.60 $54,000= $8,376.00 $2,5W.00 $0.80 $67,500.0 $11,168.00 $2,i55.0o _ $1,50 $58.165.001 $20,940.00 $1,947.14 $1.48 $52.572.78 $20,660.80 $745.00 $1.50 $20,115.00 $20,940.00 $2,000.00 $3.00 $54,000.00 $41,880.00 $1,250.00 $4,00 $33,75040 $55,840..00 13 Item P-101 Concrete pavement _crack repair includin re air material 15,000 _ LF $2.15 $32,250.00 $1.40. $21,000. $35,00 _ $525,000.00 $2.27 $34,050.00 $5.25 $78.760A0 2.00 $30 000,00 $2.00 $30,000.0 14 Item P-101 Asphalt shoulder crack repair (includingrepair material 8.000 LF $2.15 $17,200.0 $1.40 511.200.00 $5.25 $42,000.00 $1.70 $13,600.00 $5.25: $42,000.00 $2.00 $16,000.00 $2.00 $16 000.00 15 Item P-101, Concrete pavement spall repair (including repair material and no variation based on depth of repair) 5,0UD $F $10.75 $53,750.00 $45.00 $225,000.00 $42.00 $210 000.00 $22.31 $111,550.00 $2.10 $10 500.00 $38:00 $190 000.00 - $10.00 $50.000.001 16 Item P-151 Site clearingand rubbing 9 AC $2,500.00 $22,500.00 $7,500.013 $67 500:00 $3,692.50 $33,232.50 $5,617.32 $77,555.8 $8,400,00 $75,6DO.00 $2,000.00 $16,000.00 $8 SOO.pD $76,500.00 17 Item P-152 Embankment 92,035 CY $3,75 $345,131.25 $13.00 $1,196,455.00 $1.75 $161;061,25 $8.48 $780,456.84 $7.00 $644,245.00 $2.00 $184,070.00 $7.00 $644,245.00 18 Item P-152 Excavation 111,483 CY $3.75 $416,061.25 $2.00 $222,966.00 $3.25 $362,31975 $6.97 $777,036-51 $5.75 $641.027.25. $4.00 $445,932.00 $4.50 $501 673.50 19 Item P-152 Grading and sub rade preparation one 6" lift 8,426 SY $1.40 _ $11,796.40 $3.00 $25,278.00 $0.75 $6,319.50 $3.34 $28,14Z84 $3.25 $27,394,5 $2.00 $16,852.00 $2.00 $16,852.00 20 Item P-152 Grading and sub rade preparation two 6" lifts 11,067 SY $2.80 $30,987.60 $3.00 $33,201.00 $2.25 $24,900.75 $6.00 $66;40240 $6.0 $66,402.00 $2.00 $22,134.00 _ $3.50 $38,734.59 21 item P-152 To soiiin aloe erimeter road 4° lift 35 900 SY $1.20 $43,080,O $1,35 548,465-00 $1.50 $53 850.90 $2,46 $88 31440 $2.00 $71 800,00 $2.00 $71,800.00 $2.50 $89,750.00 22 Item P-152 Grading and topsoil in unpaved areas 546,000 SY $1.15 $07,900.00 $0.30 $163,800.0[3 $0.75 $409,500.0 $051 $278,460.00 $040 $218,400.00 $2,00 $1,092,000.00 $0.75 $409,500.00 23 Item P-155 time treated sub rade excluding lime 6' thickness 11,067 SY $3.40 $37,627.80 $4.00 $44,268.00 $3.00 $33,201.0 $6.76 $74,812. $5.00 $55335.00 $440 $44,268.0 $3.00 $33,201.0 24 Item P-155 Lime used in LTSG 6% 187 1 TON $200.00 $37,400.00 $270.00 $50,490.00 $175.00 $32,72&0 $249.86 $46,723 $244.00 $45,628.00 $2840 $5,236.00 $200.00 _ $37,400.00 25 26 Item P-156 Tem ora _air and water pollution, soil erasion and siltation Item P-209.. Crushed aggregate base course 6" thiclmess 1 17,133 LS SY $35,000.00 $13.20 $35,000.00 $226,155.60 $75,000.00 $22.20. $75,000.0 $380,352.60 $125,000.00 $22.00 $125,000.0 $376,926.00 _ $0.00 $47.23 $0.00 $809.191.59 $54 114.DO $31.00 $54,114.00 $531,123.00 _ $585,000.00 $2400 $585,000.00 $411,192,00 $60.000.00 $18.00 $60,000.00 $308,394.00 27 Item P-209 Crushed aggregate base course variable thickness under 1,515 CY _ $80.00 $121.200.00 $13100 $198,465.00 $30.50 $46,207.50 $278.75 $422,306.25 $165.00 $249,975.00 $150.00 $227,250.00 $75.OD $113 625.017 28 29 Flexible base TxDOT Item 247 Type A Grade 2 6" thickness Item P401, Plant mix bituminous pavements 2"thickness 4,945 11,656 SY TON _ 14.00 $92.50 $69,23 .00 $1,078,180.00 $8.00 $136.DO $39,560.00 $1573,560.00 $23.25 $145.00 $114,971.25 $1690120.00 $11.05 $156.64 $54,642.25 $1,825,795.84 $13.00 $145.00 _ _ $64,285.00 $1,690,120.00 $23.00 $185.00 $113,735.00 $2,156360.00 $12.00 $95.00 $59,340.00 $1107,320.00 30 Item P-001 Plant mix bituminous pavements 4" thickness- two 2' lifts 2,428 TON $115.00 $279,220.0 $135.00 $327,780.00 $145.00 $352,060.0 5156.64 $380,321.92 $145.00 $352.060.00 $185.00 $449 180.00 $110,00 $267,G80.0 31 Item P-401 Plant mix bituminous pavements 6" thickness) 2,443 TON $115.00 $280,945.00 $135.00 $329,805.90 $145.00 $354,235.0 $156.64 $382,671.52 $145.00 $354,235.00 $185.00 $451,955.00 _ $11000 $268,730-00 32 Item P401 Plant mix bituminous pavements 3% maximum bonus 1 LS $49,150.35 $49,150.3!i $68,934.35 $66,934.35 $71,89 $71,892.45 $77,663.68 $77,663.68 $71 892.45 $71,892.45 $91,724 $11:124 S49 293.90 $49,293.9{1 33 Item P-501, Portland cement concrete pavement, 6'thickness with 3,300 SY $52.00 $171,600.00 _ $59.00 $194700.60 531.25 $103.125.00 $67.08 $221,364.00 $50.0 $165,00000 $116.00 5382,800.00 $55.00 $181,500.00 34 Item P-501, Material for Portland cement concrete pavement, 8" minimum thickness overlay and 14" minimum thickness mnway panel replacement 28,245 CY $100.00 $2.824,50100 $64-00 51,807.,680.00 $10040 $2,824,500.00 $100.00 $2,824,500.00 $106.00 $2 993 970.60 $175.00 $4.942,875.00 $110 -DO $3,106,950,00 35 Item P-501, Laborllnstallatun for Portand cement concrete pavement, 8" l mnmum thickness (only apples 10 overlay secti)on i i thi k l _ 104,800 SY $14.50 $1,519,600.00 $16.80 $1,760,640.00 $18.00 $1,886,400.00 $20.00 $2 096 000.00 $10.00 $9 048,000.00 $24.00 $2,515,20010 $30.00 3,144,000.00 36 Item P-501 LaborYinstallation for Portland cement concrete pavament, 1,950 SY $39.00 $76 050.00 - $32.00 $62,400.00 $25.00 $48,750.00 $57.22 $111,579.00 $49.00 $95,550.00 $95.00 $195,250.0 $40.00 $78,0D0.00 37 Item P-501 PoRtand cement concrete pavement, 16" thickness 34,911 SY $58.00 $2,024,83 .00 $54.00 $1,885,194 00 $75.00 $2,618,325.00 $66.95 $2,337,291.45 $66.00 $2,304,125.00 $105.00 $3,665,655.00 $70.00 $2,443,770.00 38 Item P-501 Portland cement concrete pavement 6% maximum bonus 1 LS $396,995.28 $396,995.28 $342,636.84 $342,636.84 $448.86610 $448,866.00 $455,444.07 $455,444.07 $396,398.76 $398,398.76 $701,506, $701,506.8 $537,253.20. $537,253.20 39 Item P-602 Bituminous prime coal including herbicidal treatment 3,259 GAL $3.80 $12,384,20 $7.00 $22,813.00 $5.00 $16,295.00 $543 $17,696.37 $5.00 _ S16,295.00 _ $7.00 $22,813.00 $5.001 $16,295.00 40 Item Special 609 Emulsified pavementsoalerand rejuvenator 7,827 SY $1.10 $8,609.70 $24.00 $187,848.00 $16.50 $129,145.50 $1.8.29 $143155.83 $17.50 $136972.50 $22.0 $172194.00 $1.30 $10175.10 41 Item P-620 Remove existing runny and taxiway parting 32,263 SF $0.25 $8 MJ _ $0.35. $11,292,05 $1.00 $32,263.00 $0.70 $22,584.10 $1.75 $56,460.25 $1.00 $321263.00! $1.001 $32,263.00 42 Item P-620 Preformed thermoplastic airport pavement markings 1 I LS $75,000.00 $75 000.00 _ $163 OOO.DO $163,000..00 $185,000.00 $185,000.00 $114,672.57 5114 672.57. $116,00000 $116,000.00 $200,000,00 $200,000.00 $165,000.00' $165,00().00 43 Item P-620 Runway and layjway paintirg243,557 SF $0.40 $97,422.80 $0.60 $146,134,20 $1.50 $365,335.59 $0.57 $138.827.49 $0.65 $158,312.05 $1.00 $243 557.00 $0.751 $182,667.75 44 Item P-620._Runway and taxiway painting (green only) 158,868 SF $0.22 $34,950.96 $0.35 $55 603.80 $1.75 $278,019.00 $0.38 $60,369.84 $0.45 $71,490.60 $0.50 $79,434.00 $0.501 $79,434,00 45 Item P-621 Saw -cut grooving 111,407 SY $1.15 $12811&05 $1.80 _ $3.00 $334,221.0 $1.19 $132,574.3 $1.45 $161,540.15 $1.50 $167,110.50 $2.50 $278517.50 46 47 48 Item D-701 Single 24" reinforced concrete pipe installed in tranch Item D-701 Double 24" reinforced concrete pipe installed in trench Item 0-701 Double 36" rebtarced concrete pps installed in trench 100 33 33 LF LF LF $115.00 $165.00 $235.00 $11.500.0 $5,445.00 $7,755.00 $185.00 $34000 $510.00 _$200.532.60. S18.50040 $11,220.00 $16 ,830.00 $148.00 $257.110 $385.001 $1400.00 $8,481.0 $12.705.00 $112.79 $165.28 $246.34 $11,279.00 $5,464.24 $8,129.22 $81.00 $144.00 $260.00 S81100.0 $4,7.52.0 $8,580 $130.00 $250.00 $320.00 $13,000.00 $8,250.00 $10,660.00 $150.001 $300.001 $506.00 $15,000.00 $9,900.00 $16,500.00 49 50 Item 0-701 Single 42" reinforced concrete pipe installed in trench Item MC Rock ri re, includin tiiterfabric _ 17 1.323 LF 1 CY $450.00 $85.00 $7,650.04 $112455.00 $380.00 _ $130.04 S6,460.00 $1711990.00 $36200 $165.00 $6,154.00 $218,295.00 $474.90 $119.55 $8,005.30 _ $158164.65 $280.0 $88.00 $4,_760.00 $116424.00 $200.00 $75.00 53,400.D $99225.OD $1,000.00 $100..00 $17,000.00 $132300.00 51 52 53 Item D-705 Perforated underdra n system Including cleanouts Item D-752 Reinforced concrete headwall for single 24" reinforced Item D-752 Reinforced concrete headwall for double 24" reinforced 18,008 4 2 1 LF 1 EA EA $26.50 $7,50040 $7,500.00 $477_212.00 $30,000.00 $15,00D.00 $40.00 $12 000.00 $114,DDOZO $72D,320.00 $48,000.00. $28,000.00 $46.00 $3,190.00 $3,960.00 $828,368.00 _ _ _ _$12,760.90 - $7,920.00 $32.21 $7,348.04 $7,409,12 $580,037.68 $29,392.16 $14,818.24 $38.00 $4 500.DO $5,600.00 $684,304.00 $18,000.00 $11,200.0 $41.00 $5,500.D0 $6,000.00 $738,328.00 $22,000.00 $12,000.00 $35.001 $6,000.DOI $7.000.001 $630,280.0 $24,000.0 $14,000.00 54 Item D-752 Reinforced concrete headwall for double 36' reinforced 2 EA $8,500.00 $17,000.00 $17 500.00 $35,000.00 $6,990.00 $13,980.00 $8,775,01 $17,550.02 $12,000.00 $24,000.00 $11,000.00 $22,000.00 $8,500.001 $17,000.00 55 Item D-752 Reinforced concrete headwall for single 42" reinforced 1, EA $12,500.00 $12,500.00 $31,000,0(1 $31,000.00 $2,530.00 $2,530.D $13,136.97 $13 136.97 $14,500.00 $14,500M0 $5,00D,0 $5,000.0 $8,000.001 $8,000.00 56 Item T-901, Soil preRaration, seeding andfertrizin 224 AC $2,600.00 $582,400.04 $1,1500) $257;600.00 $850.00 $190.400.DOI $4453.06 $997,485.44 $1,070.00 $239,680.00 $1,00D.00 $224000.00 $2,500.00 _ 5560.000.00 57 Item T-909 Soil preparation, seeding and fertilizin h romulch 35,900 SY $0.60 $28,720.00 50.62 $22,258.00 $1.00 $35,900.00 $2.34 $84.006.00 $060 $21,540.00 $0.55 $19,745.O $1.56 553,850.00 58 Salvage existing VASI's and return to FAA 1 LS $2,000.00 $2,000.DO 52,850.00 $2,850-00 $1,958.76 $1,958.76 $2,131.01 $2.131.01 $2.120.001 $ 2 120.00 $:3,000-00 $3,00.0 $3000.00 $3,000.00 59 60 Demolish exisbnQ T'xT'xT electric manholes Guard poet 6 4 EA EA _ $1,325.00 $500.00 $7,950.0 $2,000.00 $1,875.00 $705.00 S11,250,00 $2,820.00 $1,288.66 $484.54 $7,731.96 $1,938.16 $1,401.98 $527.15 $8,411 $2,108.60 _ $1 395.00 $525.00 $8370.00 $2,100.00 $1,700.00 $625.00 $10,200.0 _ $2 500.00 $2500,00 $30D40 $15,000.00 $1,200.00 61 L-108 N0. 8 AWG 5KV L -824C cable removed from duct bank or conduit 14.050 LF $0.25 $3,512.50 $0.30 $4,21.5.00 $1.00 $14 050.00 $0.22 $3,091.00 $0.22 $3,091.00 $0.30 $4,215.00 $0.20 $2,BiD.00 62 Item L-108 6'x24'vdde trenching for sin le conduit 6.090 LF $5.30 $32,277.00 $7.50 $45 675.00 $5.15 $31,363.50 $&61 $34,164.90 $6.00 $36,540.00 $7.00 $42630.00 $4.00 $24,360.06 63 Item L-108, No. 4 AWG 600V RHH-RHW cable in trench, duct bank or conduit 8,020 LP $1.90 $15,238.00 $2.70 $21,654.00 $1.86 $14,917.20 $2.02 $16040 20 $2.00 $16,040. $2.50 $20,050.00 $2.051 $16.441.00 64 Item L-108 Bare No. 6 AWG shield wre installed in trench or duct bank fi 090 LF $0.95 $5,785.50 $1.35 $8,221.59 _ $0.93 $5 663.70 $1,01 $6 150.90 $1.00 $6,090.04 $1.25 $7 612.50 $1.20 $7,308.00 65 66 67 68 69 70 71 ItemL-108 No, 8AWG F C 5KVL-824[cable intrench duct bank Item L-108 Install new 6 Pr. 19 a. shielded el filled under round .Item L-110 4" Sch 80 HDPE conduit bored under existin avin Item L-110, 2"Sch40PVC conduit Item L-110 New 4' x4' T 1 PVC duct concrete encased Item L-119 New 6' x 6'x 6' aircraft rated manhole Item L-110 New duct marker 24,208 11,712 93 6.090 392 2 37 LF LF LF LF LF EA EA $1.30 $2.85 $42.30 $1.50 $31.70 $13,000.00 $450.0 $31,470.40 $33,379.20 $3.933.90 $9135.00 $12,426.40 $26,000.00 $16 650.60 _ $6.88 54.05 $60.00 $2.10 545.00 $18,60. $630.00 $45.511.04 547,433.60 $5.580.00 $12,78940 $17,640.00 _ $37,200.0 $23,310.00 $2.25 $3.00 $50.00 $2.50 $30.93 $15,000.00 $432.99 $5446&00 $35,136,00 $4,650.00 $15225.00 $12,124.5 $30,000.00 $16,020.63 $1.49 $3.03 $44.86 $1.57 $33,65 $13,907.65 $471.07 $33,891.20 $35,487.36 $4,171.98 $9,561.30 $13,190.80 $27 815.30 $17,429.59 $1.40 $3.00 $45.00 $1.60 $33.50 $14,000.00 5470.00 $33,891.20 $35,136.00 $4,185.00 $9744.00 $13,132.00 $28,000.00 $17.390.00 $1.75 $3.75 $55.00 $2.00 $40.00 $17,000.00 $575.00 $42,364.0 $43,920.00 $5 115.00 $12,180.00 $15,680.00 $34 OD0:00 $21 275.00 $1.10 $2.70 $50.00 $1,25 $30.00 $21 000.00 $150.00 $26,628.80 $31,62240 §4,650.0 $7,612.50 $11,760.00 $42,000.00: _ $5 550.00 72 item GS -1 Prepare site and construct glide slope antenna foundation 1 LS $5,000.00 $5,0DO.60 $7 200.00 S7,200.00 $4,948.45 $4,948.45 $5,383.61 _ $5,383.61 $5,355.00 $5,355.0 $6,6DO.00 $6,600.00 $26,000.00 _ $25,000..00 73 Item GS -1, Prepare site and construct glide slope shelter foundation 1 LS $5,800.00 $5,800.00 _ _ 58,250.60 $8,250.00 $5,670.10 $5,670.10 $6,168.71 $6,168.711 $6,100.00 $6,100.00 $7,500.00 $7,500.00 $12,000.00 $12,000.00 74 75 76 77 Item GS-2,_Glide, slope shelter electrical service and grounding Item GS -3 Glide s6pe relocation Item GS -0 Glide slope antenna cable kit Item GS -5, Remove previously installed 'above round' glidesloe 1 1 1 1 _ LS LS LS LS $13,500.00 $4 000.00 $4,000.00 $1,600.00 $13,500.00 $4 000.00 $4 009.00 $1,600.001 $1,935.00 $5 700.00 $5 625.00 $2150.00 $1,935.00 _ $5 700.00 $5 625.0 $2250.170 $15,000.00 $3 917.53 $3,865.98 $1,546.39 $15,040.00 $3 917.53 $3 885.98 $1,546.39 _ $14,468.44 $4 262.02 $4 205.94 $1682.38 $14,468.44 $4 262.2 $4,205,941 $1,682.381 $14,500.00 $4,200.00 $4,200.00 $1,700.00 $14,500.00 $4,20000 $4,200-00 $1700.06 $17,000.00 $5 200.00 $5.100.00 $2,000.00 S17 000.00. $5 200.00 $5,100.00 $2,000.00 $14,000.00 000.00 $3 200.0 $1,000.00 _ $14,000.00 $4,000.00 $3 200.00 $1,000.00 ILa9rellPrYy6tlelZrlrilzTri.ifalta-ARnPOSAr. PHA8E1Phrse 3 art rebAU ALTERNi 1 LIEU Of P-201FOK B. I. _ Ilern P-304, (Price per square yard for using P-304 in lieu of P-209. Indlcaie withnumber and credit sy 10 21,083 1 SY -$1.42 -529,937.86 -51.50 -531 ,624.50 521.63 S'156,U25.29 -$20.96 -$941,899.58 -53-95 -583,277.85 -55.00 -$105,415:00 $3.00 5(i3.249.0U A8-1 additional cost per sy positive PeF _ [ALTERNATE 8 (P-304 IN LIEU OF P-209 FOR BASE BID)SUBTOTAL - - •529,937.56 31,62450 856,025.29 •$441 899:6B -$83,277.85 -510$,415A4 S63 289.00 Item P-304, (Price per square yard for using P-304 in iieu of P-209. Indicate additional cos[ oer sv with nositive number and credit per ; P-304, jPrice per square yard for using P -3D4 in lieu of P-209. ate additional cost oer sv with DosYNve number and aedil per s Item P-304, (Price per square yard for using P-304 in lieu of P-209. Indicate additional cost per sy with positive number and credit per sy to 1 16,535 1 SY -51.80 -$29,763.00 -54.04 -566.140-00. 521.90 $362,116, !'I-I*IIR -A' —13---1TEn 1.G3_ S.G-_6L.. ISLOPE LO:.P,.� T�.....�R..R..E�...,N..T..I.N.,G.. - c� nnn nn - —i� f�lr M §2500 5192500 70740"i 52007S?OOiLrrO 5200000 $2,50000 $2,00.00 -4000.D04.93 Glide slope lower re aintui 52,500.00 00051.925 $2 0D1 10.00-m.ts120111271f. I nat0-PRQPOSAL PH SEWhese 38X, 7M-dsx ALTERNATE 14 CLIMBING SAFETY RAIL SYSTEMI A14-1 Item SS -8, Climbin Safely Rail 5 stem for Glide Sloe Tower 1 L5 $14.000.00 $16,000.00 _ 59.160.00 - $9.160 OD $9A50.00 59,450.00 510,262-50 510 262.50 _ $10,000.00 510,000.00 - -- - - $13,000-00 $13,040.00 $5,500.00 - 13000.60 - $5,500.00 $5,500.00 ALTERNATE 14 CLIMBING SAFETY RAIL SYSTEM SUBTOTAL 510.000.00 $9,160 - 0,450.00 $14,202.50 $10,000.00 ALTERNATE 15 SHELTER REPAIR AL; -1 Item SS -4 and SS -S, ILS shellerrepair includin airconditionerre air 2 EA $1,200.00 $2,400,Op $1,124-00 $2.?40ak7 51500.00 53,400.40 $1.233.74 $2A67.48 $1,200,00 - $2,400.00 51,500.00. 53.000.00 $2,504.40 $5,000.00 5,000.00 ALTERNATE 15 SHELTER REPAIR SUBTOTAL $2,404.40 52,240.40 53,000.00 2,467.48 $2,400.04 52 3;000.04 10.00-m.ts120111271f. I nat0-PRQPOSAL PH SEWhese 38X, 7M-dsx ( I l Cnntracta" TITLE: RUNWAY 08/26 IMPROVEMENTS - PHASE 3 -RUNWAY 98126 Duininck JD Abrams Austin Bridge & Road Interstate AV] Contractors Tab Contractors, Inc. Engineer AND TAXIWAY IMPROVEMENTS CLOSE DATE: AUGUST 23, 2011 DEPT t AVIATION QTY Unit Bid Price Total Bid Price Tatar Bid Price Total Bid Price Total Bid Price Total Bid Price Total Bid Price Total A2-1 Item P-344, Contractor tvioifili2atian 1 LS $85,000.00 585 900.04 $5.000.00 55,900.00 $256 000.00 $250,000.00 $15,000.04 $15,000.00 $176,900.00 $176,OOOAD $550,000,00 $550,000.00 $243,409.74 $243,40934 A2.2 Item P-155, Lime treated subgrade, excludin; hme (6" thicimess) '17 487 3Y $3.40 $59,455.80 $2.50 543.717.50 $299 $52,286-13 $6.76 $118,21212 $7.50 $131,152.50 $4.00 $69,948.00 $3.09 $52,461.00 _ _ A2-3 Item A-] 55, Lime used in LTSCi (�6%) 304 TON $200.40 $50,860.00 $163.00 $49,552 Op $175.00 $53 200.00 $249.86 $75,957.44 $243.00 $73,872.00 $26./}0 $8,512.00 _ $20000 $60,600.00 A2.4 hem P-299, Crushed ag negate base course (6"thiclnmm) 17,487 SY _ $13 20 $230,828.40 S14.0t1 $24,4,81800 $20.03 $350,264.61 $377i $659 434.77 $26.00 $454 662.00 $26.00 $454,662.00 $18.00 $314,786.00 A2-5 ItemP-501, Portland cement concrete pavement,9"thiclmess 16,354 SY $44.25 $723,664.50 5587,10860 $37.00 $605,098.00 $36.86 $602808.44 $49.00 _ $801,346.00 $85.00 $1063010.00 $45.001$735,93D.OD A2-8 Item P-501, Portland cement concrete pavemem,IW'thickness 34175 SY $44.75 $1,529,331.25 _$35.90 $33.70 $1,151,697.50 $38.75_ $1,324,281.25 $32.44 $1108637.00 $41.00 $1401,175.00 $71.00 $2428,425.00 $50.00 $1,708,750.00 A2-7 Item P-501, Portland cemem concrete payment (6°G maximum bonus) 1 LS $135,179.75 $135.179.75 $104.328.37 $104,328.37 $115_750 00 $115,750.00 $102.686.73 _$10268673 $132,151.26 $132,151.26 $200,000.00 $200.000.00 $146,680.80 $146,680.80 A2-8 Item P -6i02, Bituminous prune coat, including herbicidal treatment 5,404 GA!_ $3.80 S20„535.20 $4.70 $25,398.89 ---__$4.90 $26,479.60 $5.43 $29,343.72 _$5.00 $27,020.09 $7.007 $37.828.09 $5.001 $27,020.00 Item LI16-ASW, New L -861T LED tniway light in concrete encased L-867 A2_9 base 17 EA $750.00 $12.750.00 $710.00 $12070.00 $721.65 $12,268-051 $785.11 $13,346.87 $780.00 $13,260.001 $1,000.09 $17,000= $1 275.00 $21,675.001 item L -116 -ASW, New 1.-862 edge light installed concrete encased L-867 base 82_10 1 18 EA $750,00 $13,509.00 $710.00 $12780.00 $721.65 $12,989.70 $785.19 $14131.98 $780.94 14049.00 $1;060.00 $18000.00 $1,590.00 $27000.00 iVae,lPron(42011QM. MWVA MOPD&4L P1WSEVY- 3 Sd Ta6,ftx 11 -10031 -MA Contractors TITLE: RUNWAY 08126 IMPROVEMENTS - PHASE 3 -RUNWAY 98126 AND TAXIWAY IMPROVEMENTS Dufninck JD Abrams Austin Bridge & Road Interstate AIJI Contractors Tab Contractors, Inc. Engineer CLOSE DATE: AUGUST 23, 2011 _ DEPT: AVIATION QTY Unit Bid Price Total Bid Price Total Bid Price I Total Bid Price Total Bid Price Total Bid Price Total Bid Price Total 78 Item L"116 Existingedge lighting fixture removed salvaged and returned 79 EA $42.00 $3,318.00 560.00 _ $4.740.00 $41.24 _ $3,257.96 $44.86 $3,543.94 $45.00 $3,555.0 $55.00 _ $4,345.00 $30.00 $2,370.00 79 Item L -116 -ASW, New L-862 edge light installed concrete encased L867 base and extension 60 EA $750.00 $45.000.09 $1,050.00 $63.00D.00 _ $721.65 $43,299:60 $785.11 $47 106.60 $780.00 $46 800.00 $960.00 $57,600.00 $1,275,00 $76,500.00 80 Item L -116 -ASW New L-862 runwaythreshold light in concrete encased 8 EA $800-00 $6,400.00 S1,125. $9,00(.00 $773.20 $6 185.60 $841.19 $6,729.52 $837.00 $6,696.00 $1,000.00 $8,000.00 $1,150.00 $9,200.00 81 Item L-117SW Existingairfield sin removal salvage and return to 15 FA $850.00 $12,750.00 $1,200.00 $18.000.00 $824.74 $12,371.10 _ $897.27 $13,459.05 $900.00 $13,500.00 $1,100.00 $16,500.00 $350.00 $5,250.00 -82 .Item L-117SW Size 2 style 3 one -panel Fluorescent sign (includingbase 1 EA $5.8011.00 $5,800.0 $8,475.DO 58,475.00 $5,824.74 $5,824.74 $6,33695 $6 336.95 $6 300.00 $6,300.00 S7.600-00 $7,600.0 $3,700.001 $3,700.00 83 Item L-117SW Size 2 s e 3 two -panel fluorescent sign (includingbase 3 EA $8,000.00 $24,000.00 _ _ 511.625.00 $34,875.00 $7.1189.69 $23,969-07 $8,692.2 $26,076.84 _ $8,650.0 $25 950.00 S10.500.00 $31,500.60 $5 500.00 $16,500.00 84 Item L -t 17500 New size 4 style 3 LED distance remainin sign incl ch _ 7 EA $5 000.00 $35.000.00 $7 320.00 $51 240.00 $5 030.93 $35 216.51 $5473.33. $38 313.31 $5 500.00 _ $38 560.00 $fi 500.00 $45,500.00 $6 160.00 $43 120.00 85 Item LOG -1 Localizer shelter electrical service andgrounding,connected 1 LS $17,000.00 $17,000,00 $23,700.00 $23.700.00 $16,288.66 $16,288.86 $17,721.04 $17,721.04 $17,800.00 $17,800.00 $21,000.00 $21,000.00 $4,270.001 $4,270.00 86 ttemLOC-2 Construct LOC antenna foundation i LS $12,000.00 $12000.0 $16200.00 $16,200.00 $11,134.02 $11134.02 $12,113.11 $12,113.11 $12000.00 $12,000.00 $14,000.00 $14,000.00 $6.830.001 $6,830.00 87 [tern LOC -2, Gonstruct localizer shelter foundation 1 1 LS $6 D00.00 $6,000.0 S8.250.00 $8,250.00 $5.670.10 $5,670.10 _ $6,168.71 S6.168311 $6.100.001 $6.100,00 $7,000.00 $7000.00 $3 500.00 $3,500.00 88 Item LOG -3 Localizer system prepared, reocai electrically connected 1 LS $11,000.00 $11'000.001 $14,850.00 $14,850.00 $10,2613.19 $10,206.19 $11,103.69 $11 103.69 $11 000.00 $11 000.00 $13,000.00 $13.000.00 $12,500.001 $12 500.00 89 Ilam LOC -4 Localizer antenna conduits and counterpoise grounding 1 LS $13 000.00 $13,000.00 $18.600.00 $18 600.00 $12,783.51 _ $12 783.51 $13 907.65 _ $13,907.65 $14,000.00 $14,000.00 $17,00000 $17,000-00 $3.71)0.00 $3,700.00 90 Item LOGS Localizer antenna system relocated machatically 1 LS $5,000.00 $5,000.00 _ $$600.00. $6 ,600.00 $4,53fi.06 $4,536.08 $4,934.97 $4,934.97 _ $5-0110 40 $5,000.00 $6,000.00 $61000.00 $2 7DO.00 $2,70000 91 Item LOC -6, Previously installed 'ebave ground" Localizer equipment removal 1 LS 1 $1,750.00 $1,750.00 $2,250.00 $2250.00 $1546,39_ $1546.39 $1682.38 $1,682.38 $1700.00 $1700.00 $2000.00 $2.000.06 $6366.00 $6,366-00 92 Item LOC -7 Install localizes ground check marker concrete pier and 10 EA_ $130.00 $1,300.00 $188.00. $1,880.0 $128.87 $1,288,70 $14020 $1,402.00 $140.00 $1,400.0 $175:00 _ $1,750.00 $470.00 $4,700.00 93 Item LOC -8 Localizer antenna cable kit 1 LS $5,000.00 $5'000.1) 56 980.00 $8,980.00 $4,793.81 $4,793.81 $5,215.37 $5,215.37 $5,200.00 $5,200.00 $6,400.00 $6,400.00 $6,500-00 $6,500.00 94 Item PAPI-1 Runway 8 PAPP electrical service and grounding 1 LS $16,000m $15,000.G $2100.00 $21,600. $14,845.36 _ $14 845.36 $16,150.82 $16,150.82 $16,100.00 $16,100.00 $19,000.00 $19,DO0.00 $5,400.00 $5,400.00 95 Item PAPI-2 Runway 26 PAP( electrical service and grounding 1 LS $8,000,00 $8,000.00 $10,950.00 $10,950.00 $7,5251? 11 525.77 $8,187.57 $8,187.57 $8,200.00 $8,200,00 $10,000-00 $10,000.00 $430.00 $430:00 96 Item PAPI-3 Install FAA provided L-880 PAPI 2 EA _ $20,000.00 _ _ $40,000.001 529.250.00 $58500.00 $20,103.10 $40,206.20 $21 870.90 $43,741.80 S22,000.01) $44,010 $26,000-00 $52,000.00 $10,000.00 $20.000.00 97 Item PLANS -1 Install new pavement sensors 3 EA $6,500.00 $19,500.0 $9,300.00 $27,900.0 $6,391.75 $19,175.25 $6953.92 $20,861.46 $7;000.00 $21,00090 $8,51)0.00 $25,500.00 $1.401).QQI $4,26009 98 Item PLANS -2, Relocate existing pavement sensor RPU -C 1 L5 $36,000.00 $36,000.00 $51,000.00 S51,000. $35,051.55 $35,051.55 $38 133.87 38 133.87 $38.000.00 $38,000.00 §47,000.00 $47,00000 $1,70000 $1,700.00 99 Item REIL-1 Existing L -849E REIL system Wocated installed aligned, 1 LS 1 $26,000.00 $26,000.00 $36.000.00 $36,000.00 $24,742.27 $24,742.27 $26,918.03 $26 918.03 $27.000,001 $27,000.00 $33,000.00 $33,000.130 $2,500.00 $2,500.00 100 Item RVR -1 Existing RVR system rotocated operational and accepted 1 LS $32,000,00 $32,000.00 544,400.00 $44,400.00 $30515.46 $30,515.46 $33,198.90 $33,198.9 $33,000.00 $33,000.00 $41,000.00 $41,000.00 $1200.00 $1,200.00 101 item $$-1 Under round dud vent and drain point 7 FA $425.00 $2,975.00 $600.00 $4,200.00 $412.37 $2,886.59 $448.63 S3,140.41 $450.00 $3,150.00 $554.00 $3,850.00 $450.00 $3,150.00 102 Item SS -2 Circuit isolation point in L-867 can 2 EA $525.00 $1,050.00 $750.00 $1,500.00 $516.47 $1,030.941 $560.79 $1,121.5 $560.00 $1,1200 $685.00 $1,370.00 $400.00 $800.00 103 Item SS -3 Pull box in concrete embedded L-867 base 6 EA $525.00 $3,150.00 $750.00 $4,500.00 $515.46 $3,092.76 $560.79 $3,364.74 $560.00 $3,360.0 $685.00 $4.110.00 $410.00 $2,460.00 104 Prima electric service improvements b Lubbock Power & Light 1 LS $26,800.00 $26,800.00 $26.800.00 $26,800.00 $26,800.00 $26,809.00 $26,800.00 $26,600.00 _ $26,800.00 _ $26 800.00 $26,800.00 $26,800.00 $26 80x00 $26,600.00 105 Item MC Pavement patch 1 pothole repair 515 SY $48.00 $24..720.00 $125.00 $64,375,00 $77.32 $39,8%80 $57.17 $29,442.5 $65.00 $33,475.00 $55.00 $28326.00 $80.00 $41,200.00 106 Item MC, Nonwoven eotextile interlayer (includinganchors 146,450 SY $2.60 $380,770.00 _ _$3.35 $4130,607.50 _ $7.00 $1,025 156.00 $2.77 $405,666.50 $2.12 _ $310,474.00 $3.00 $439,350.00 $2.75 $402.737.50 107 Item MC Remove and dispose of existingheadwall and related pipe and 1 LS $2 00090 $2,000.0 $7,950.70 $7,950.00 510,000.00 510,000.00 $2,220.96 $2,220.96 $14 000.00 $14,000.00 $10,000.00 $10,000.00 $5,000.00 $5,000.00 108 Item MC, All items associated with project phasing (includes installation and removal of temporary marlin 1 LS $10,000.00 $10 000.0 $110,000.00 $110,000.0 $125,000.00 $125,000.00 58,261.97 $8,261.97 $19,000.00 $19,009.00 $60,000.00 $60,000.00 $45,000.00 $45,000.00 109 Item MC Plugexistingirrigation wall 1 LS $10 000.DO $10,00D.00 $15,000.00 $15,000.00 $10,000.00 $10,000.00 $3,331.44 $3,331.44 $2 450.00 _ $2 450.00 $2 000.00 $2 000.00 $5 000.00 $5,000.00 110 Item MC 6" thick ravel surface 112 inch maximum diameter 24D SY $22.00 $5,280.00 $22.60 $5,424,00 $20.00 $4,800.00 $27.25 $6,540.00 _ $20.00 $4,80C.0 $77.00 $18,480,00 56.00 $1,440.00 111 Item HH -1, Hand holes (30" x 48" x 36), labor and materials, concretelpolymer, traffic rated, set on 6-8" of 1"rock, lid ground level 14 EA $1-500. 0 $21,000.00. $2.,180.001 $30,520.00 $1,494.85 $20,927.90 $1,626.30 $22,768.20 $1,600.00 $22,400.00 $2,000.09 $28,000:00 $1 10000 $15,400,00 112 Item PD -1", Proof existing 1' duct, labor and materials, confirm 1' of existing 1'" conduit clear and pull ropereplaced 3,714 LF $2.60 $9,656.4 $3.70 $13,741.80 $2.49 $9,247.86 $2.71 $10,064.94 $2.70 $10 027.80 $3.00 $11,142.00 $0.30 $1,114.217 113 Item PD -1, Proof existing water line, labor and materials. rod l' of existing abandoned water line lace pull rope 2,320 LF $7.70 $17,864.0 $1€.00 $25,520.001 $7.51 $17,42120 $2.22 $5,150.40 $8.00 $18,560.00 _ $10.00 $23.200.00 $1.00 $2,320.00 114 Item Ti Trench and place 4" conduit, labor and materials, trench depth 46", place 1' PVC OD of 4.50", warning fiber optic cable tae placed 18" 3,162 LF $16.50 $5L2,17 _ 23.50 $74.307.00 $16.08 $50,844.9451 $17.50 $55,335.00 $17.50 $55,336.00 $20.00 $63,240.00 $4.00 $12,648.00 115 Item Ti Trench and place 2" conduit, labor and materials, trench depth 48', place V PVC 00 of 4.50", warning floor optic cable tae placed 18" 721 LF $7.50 $5,407.50 $10.50 $7,570.50 $7.22 $5 205,62 $7.85 $5,659.85 $6.00 $5,768.00 $10.00 $7,210.00 $3.75 $2,703.7 116 Item LEC -4", Locate existing conduits and extend to HH, labor and materials, extend existing 4" and 1" conduits to hand hole, digging, back 9 EA $46000 $4140.0 _ _ $545.00 $5,805.00 $443.30 $3,969.70 $482.28 $4,340.5 $480.00 $4,320.00 $590.00 $5,310.00 $500.00 $4,500.00 117 Item PL -IO -4" Conduit into existing abandoned water line, labor and materials, place 1'04" PVC in existing water line, pull or push through 2,320 LF $11.00 $25,520.00 $15.301 $35,496.00 $10.52 $24,406.40 $11.44 $26,540.80 $11.50 $26,680.00 $14.00 $32,480.00 $3,00 $6,960.00 118 Item PL -ID -1" Ducts into 4" conduit, labor and materials, place V of 1' duct into 4" PVC, 3) 1" conduits, calors black, orange and white 14 610 LF $4.00 $58,440.00 $5.55 $81,085. $3.81 $55,664.10 $4.15 $60,631.50 $4.017 $58.440.00 $5.00 $73,050.00 $0.75 $10,957.50 119 Itern PFOC Pull 12 fiber in conduit labor and materials Wi or push 12 10 435 LF _ $2.65 $27,652.75 $3.75 $39,131.25 $2.58 26 922.30 $2.80 $29,218.00 $3.00 531,305.00 $3.00 $3130500 $0.80 $8,348.00 120 Item PFOC Pull 2x12 fiber in conduit labor and materials pull or push 237 LF $5.30 $1,258.10 $7.50 $1,777.50 $5.15 -1 220.55 $5.61 $1,329.57 $6.00 $1 422.00 $7.00 1 659.00 $1.50 $355.50 121 Item FOS, Splice fiber, labor and materials, 1 fusion splice, bidirectional test at 1310nm and 15500m, (3) hard and soft copies 48 EA $220.00 $10,560.90 S309.00' $14,832.00 $212.37 $10,193.76 $231.05 $11,090.4 0' $230.00 $11,040,00 $285.00 $1360000 $61.00 $2,928.00 122 m R -FOSC Re-enter i in splicecase labor and materials re -2 EA $300.00 $500.0 5428.00 $856.00 $293.82 $587.64 $319.65 $639.30 $318.00 $636.00 $395,00 $790.00 $200.00 400.00 123 Item PL-24PP, Place 24 position patch panel, labor and materials, place 1) 24 patch panel with splice trays on wall, SCUPC connectors,. 8patch 1 EA $3,000.00 $3,000.00 $4,300.001 54,300.06 $2,938.14 52,938.14 $21,191 $3,196.52 $3,200.00 $3,200.00 $4,000.0( $4000.00 $11.700.00' _ $1,700.00 124 Ilam BE -2, Building entrance, labor and materials, core dint[ (1) 2' hole at designated height. 2" galvanized conduit placed outside and securely fastened to building, conduit extend into building cable pulled to patch 1 EA $11,200.00 $1,200.00 51,820.00 $1,620.00 $1,113.41) $1,113.40 $3,405.87 $3,405,87 $1,200.00 $1,200. 0 $1,500.00 $1,500.00 $1,000.00 $1,000.00 125 Item DSA', Bore and place 4" conduit, labor and materials, bore and place 1' of 4' conduit with 48' of cover 325 _ LF $53.00 $17,225.0 $75 DO $24,375.00 $51.55 $16 753.75 $56.08 $18,226.00 $56.00 $18,200.00 $70.00. $22,750.00 $16.06 _ $5,200.00 Item FO-WM Fiber optic warning marker, labor and materials, dome. 125 shaped plastic sign post, warning fiber optic cable indicated both sides, BASE BEI) BU 8 EA 1 $110.00 $880.0 $156.00 51,200.00 17,77 $163.09 $824.72 $112.16 $897.28 $112.001 $896.00 $1111.014.085.51 - $13800 1 _ $1.104.001 _ $8.0.00 $640.00 ALTERNATE 1 ADDITIVE -UNPAVED SHOULDERS FOR BASE BID Al -1 11cm P-140, Contractor Mobilization 1 LS $10,500.00 $10,50 52,500.00 $2,500.00 $14 000.00 $14,000.00 $1000.00 $1,000.00 $107,000.017 $107,000.00 $30,000.00 $30,000.00 $16,770.28 $16,770.28 A1-2 Item P-752, Grading, subgmde preparation and topsuiling fur unpaved shoulder section (includes 4" topsoil and one -6" lifts of subgmde7 34175 SY $2.50 $W,43 $t.50 $51,262.50 $1.23 $42,035.25 $4.60 $167,205,00 $4.50 $153,787.50 $4.00 $136,700.00 $2.50 $B5,437.50 Ai -3 Item P-152, Grading, subgrade preparation and topsoiling for unpaved shoulder section (includes 4" topsail and twu-6' lifts of subgrade) 16,354 SY $3.50 $57,239.0 $3.75 1327.50 $1.23 $20,115,42 $7.24 $118,402.96 $7.OD $114,471390 $4.00 $65,416.00 $3.00 $49,062.6( A1-0 Item T-901, Soil preparation, seeding and fertilizin(hydromull 50,529 SY $0.80 $40,42120 $0.40 520211.60 $0.37 $18.695.73 $2.34 $118,237.86 $0.55 $27,790.95 $0,50 $25,264.50 $1.00 $50,529.05 Item L -116 -ASW, New L -961T LED taxiway light in concrete encased L-867 ii FA $650.00 $11,050.0 5610.00 $10.370.00_ $618,56 $10,515.52 _ $672.95 $11,440.15t _$670.00 $11 390.00 $825.00 $14,025001 $600.00 $10,200.00 EMbase Item L -I 16 -ASW, New L-862 edge light installed concrete encased L-867 base 18 EA $700,00 $12600.00 566000 $11880.00 $670.10 $12,061.80 $729.03 $13122.54 $725.00 $13,050.00 $895.00 $16,110.00 $800.00 $14400.00 ATE - 9, -- - - 287,5 5. 226.,398.78 400a ITrgx513e1117711. 111810.PROPGS PN SEP s3&d Tab. x1,,