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Home My WebLink AboutResolution - 2008-R0200 - Amendment To Agreement - Parkhill, Smith & Cooper - Runway_Taxiway Improvements - 05_22_2008Resolution No. 2008-R0200 May 22, 2008 Item No. 5.18 RESOLUTION IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: THAT the Mayor of the City of Lubbock BE and is hereby authorized and d to execute for and on behalf of the City of Lubbock an Amendment No. 12 to the tent between the City of Lubbock and Parkhill, Smith & Cooper for cture/engineering services for the Runway 08/26 and Taxiway Improvements at -k Preston Smith International Airport, and all related documents. Said lment is attached hereto and incorporated in this Resolution as if fully set forth and shall be included in the minutes of the Council. by the City Council this 22nd day of may , 2008. r�WAtoe— TOM MARTIN, MAYOR TTEST: Garza, City Secretary AS TO CONT 24T: C'Tt-[Z 1/ - � Loomis, Assistant ity Manager ,ortation and Public Works APPROVED A FORM: Linda L. C ama es, Senior Attorney Office Practice Section UA'1 FY/Linda/RES-PSC AMENDMENT No.12 Runway 08/26 130, 2008 Resolution No. 2008—RO200 April 23, 2008 Mr. James W. Loomis, A.A.E. Director of Aviation Lubbock Preston Smith International Airport Administration Office, 2nd Floor 5401 N. Martin Luther King Jr. Blvd., Unit 389 Lubbock, TX 79403 Re: Amendment No. 12 to Agreement for Professional Services, Design Phase Services for: Runway 08126 and Taxiway Improvements Dear Mr. Loomis: We have met with your staff, reviewed the project and prepared an Engineers Opinion of Probable Cost (EOPC) and site plan for the Runway 08/26 improvements noted in the LBB Master Plan. This contract amendment includes professional services for the design of pipeline improvements including a bridge structure for the 72-inch CRMWA pipeline which is approximately 300-feet east of the threshold for Runway 26, the rehabilitation of Runway 08/26 and the extension of Runway 26 and Taxiway J 2,275-feet to the east. Our understanding of the scope and a fee proposal for the professional services requested for Task 1 (design) is included below. Since the plan for these projects is to have the designed improvements ready to bid, Task 2 (construction) and Task 3 (surveying/testing) services will be negotiated when FAA discretionary funding becomes available. This design delivery method should allow the airport to very quickly move into the construction phase. Task I - Fee for Professional Services (Study and Report, Preliminary Design, Final Design, lump sum). $2,933,250 Task 2 - Construction Phase Services (Bidding/Negotiation, Engineers Services Paragraph A 1.05 of contract, which includes RPR and construction related Engineering Services, lump sum). Task 3 - Surveying and Testing Services, (reimbursable expense). TOTAL * To be negotiated at a later date $2,933,250 We propose to modify the agreement between the City of Lubbock and Parkhill, Smith & Cooper, Inc. dated January 13, 2005 and to provide the task I services on a lump sum basis under the provisions of the contract, EXHIBIT B - PAYMENTS TO THE ENGINEER, PARAGRAPH B4.01. Compensation for Design Phase - Task 1 Services shall not exceed $2,933,250 without Owner's approval. Parkhill, Smith & Cooper, Inc. Engineers ■ Architects ■ Planners 4222 85th Street, Lubbock. Texas 79423 (806) 473-2200 FAX (806) 473-3500 LubbuCk ElPaso Midland Am ills cdussa Mr. James Loomis, A.A.E. Page 2 April 23, 2008 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 myself. Sincerely, PARKHILL, SMITH & COOPER, INC. By t T. Hamilton, PE Principal Enclosures IN TRIPLICATE X.QW8V06.0MCIV1L\Fee NegariananlPnm Agr emlConmad a ndmem 12 DOC Accepted by: CITY OF LUBBOCK By Tom Martin Mayor Attest: By Oa-ee� Re ecca Garza City Secretary Approv as to Content: James W. Loomis, A.A.E. Director of Aviation Approved as to Form: By )X; P Linda Chamales, Supervising Att e Office Practice Section IN Ali■ i Resolution No. 2008-RO200 ; 1 LEGEND M FUTURE 14" CONCRETE RECONSTRUCTION M FUTURE PAVEMENT POTENTIAL SELECT FILL MATERIALS r15N1 1 0 1I1 0 r easeeaaaaaaeeea■aa ■Nuaeaoeaa•v•eu •NNaaaauaveNNaa■ ■aNaaelaNNNapOaaN6 aNaua ueeaaaauN■ ■uuuaaaaravaaa■ m V ■ i� ■ ii n n - • .e■ Ines■ ee u'• � �a'vn n s�N■ a1 ■ TO�N ■I NONE N �■ :10: iivsmiiNNNii .aavaeaa•aaeenn•N■ P.,em, &no i COOP-. Yw E,,*-M • A 4ods • F%d -- i.rra o t� ea.r u■.N� orr. iN Lubbock Preston Smith International Airport RUNWAY B-26 EXTENSION LUBBMK PREVON SMRH iNTERNAMNAL ANVIM LUBBMK. TEW NtT PLM %K" d"X-LUM 0t plucl aQ i7" RUNWAY B-26 EXTENSION Cost as of 4108 City of Lubbock, Texas LUBBOCK PRESTON SMITH INTERNATIONAL AIRPORT RUNWAY 08/26 and TAXIWAY IMPROVEMENTS SUMMARY SHEET Design of - Bridge for 72-inch Water Line Rehabilitate and Extend Runway 08/26, Extend Taxiway J ENGINEER'S OPINION OF PROBABLE COSTS Project - Description Amount Construction A.13 Construction - Bridge for the 72-inch Water Line Under Runway 08126 Extension $3,759,480 A.15 Construction - Extend Runway 08126 and Taxiway J $20,693,323 61 Construction - Rehabilitate Runway 08126 $23,035,569 Professional Services Construction Phase Services (lrCIJdes BiddmglNegoUaBion, RPR and Construction related Eri Services) - Estimate $2 455,296 Construction Phase Testing and Surveying Services - Estimate $807.302 SUB -TOTAL CONSTRUCTION PHASE COSTS S50 750,971 Professional Services A.10 Design of Bridge for the 72-inch CRMWA Water Line. Rehabilitate and Extend Runway 08126, Extend Taxiway J, Demo Runway 08 End, and Reconstruct Taxiway R, Sub -Total Professional Services (BROKEN OUT BELOW) Basic Engineerinq Services (Study and Report, Preliminary Design and Final Design) $21933,250 Construction Phase Services (Includes BiddinglNegctiation. RPR and Construction related Engr. Services) Construction Phase Teslinq and Surveyinq Services SUB -TOTAL DESIGN PHASE COSTS - MASTER PLAN PROJECT A-10 S2 933 2$0 TOTAL ENGINEERS OPINION OF PROBABLE COST - PRESENT VALUE 653 684 221 [TOTAL ENGINEERS OPINION OF PROBABLE OS - 75,504,773 To be negotiated at a later date K-U00&,2706 IM N iUE0PC'sZ0C {4-21-HA Ii ai w 13.2.4s Cost as of 4A City of Lubbock. Texas E'A"€ LU13BOCK PRESTON SMITH INTERNATIONAL AIRPORT MASTER PLAN PROJECT A.13, BRIDGE 72" WATER LINE UNDER 08126 EXTENSION n.. . , _ ENGINEER'S OPINION OF PROBABLE COSTS Item Description Quantity Unit Unit Price Amount Mobilizali0n Item P-140. Contractor Mobilization {8 % ) 1 LS $232,066 40 $232.070 Demolition and Excavation Roadway Surface and Base Course 225 SY $10 00 $2,250 Topsoil -- 1700 LF x 100 FT x 1 FT 6,300 CY $2.00 $12.600 Trench -- 1700 LF x 12 FT x 14 FT Deep 10,500 CY $15.00 $157.500 Subtotal $172,350 Pipe Installation up to Existing Pipe Fine Gradinq of Trench -- 1700 If x 12 If 2,300 SY $5.00 $11,500 Pipe Cost 1,700 LF WOW W $850,000 Pipe Installation 1,700 LF $150.00 $255,000 10' x 10' Box Structure beneath Runway and Taxiway 460 LF $3,000.00 $1,380,000 Initial Backfill and Compaction 1,250 CY $7.50 $9,380 Final Backfill and Compaction 7,500 CY $5.00 $37,500 14-rnch toping slab from Pavement edqe to RSAITSA limits 650 SY $150.00 $97,500 Replace Topsoil 6,300 CY $2.00 $12,600 Subtotal $2,653,480 Connection to Existing Pipe Isolation of Pipe Segment 2 EA $2,500.00 $5,000 Dewaterinq of Pipe 1 LS $7,500.00 $7,500 Removal of Pipe Sections 1 LS $5.000,00 $5,000 Connections to Existing Pipe 2 EA $25,000 00 $50,000 Hydrostatic Testing 1 LS $7,500.00 $7,500 Subtotal $75,000 Construction Contingency on Base Bid 20 % $626 5B0 SUS -TOTAL CONSTRUCTION _ $3.759.480 Professional Services Basic Engineering Services {Study and Repoli, Preliminary Design and Final Design) $210,541 Construction Phase Services ilncludes Bidding/Negotiation, RPR and Construction related Engr. Services) - Estimate $206,771 Surve in and TestinIa Services - Estimate $63 911 Subtotal Professional Services $481,224 TOTAL COST - PRESENT VALUE $4,240,704 Construction Inflation - Bid Project in June, 2009 14 Months x.QD08,1706 3BICIVIUE0PC'M0I`G r--2t n8)'�ai.als rK19iL♦ . KIM of Lubbock Texas LUBBOCK PRESMITH SMITH INTERNATIONAL AIRPORT InCity MASTER PLAN PROJECT A.15, EXTEND RUNWAY 08126 AND TAXIWAY J ENGiINt 6 UF'INION OF PROBABLE COSTS hem Oescn Ouannty UnT Um Puce Amount obl¢auwl Item P-140. Crnlraclnr Modihzatnn 18%1 1 LS $1.393, 489 73 $1,393, 490 Material Removal and DamOlition (Phase I Protect) Item P•150, Remove and Dispose of V i and 6' TaDOT345 Asahalt Pavement Setlion 5.777 SY $7.W W 330 Bern P•150. Remove am Dispose of Serdse Road l4' P-401, and 8' 1 Asphalt Pavement Section 10.783 SY WOO S88250 hem F1162 Fence -Chant Link Demo 2 3G4 LF $8.00 51B 430 Subtotal 148,62E rx:rete and Asphalt Pavirei Be.. Subpnade. Ex abOfi and Grai Iill and Tauwavl Item 152. Exavali 166.02I CV 56 CO $996,170 Item P-152, EmbarkmentF2a,162 Cy $7 CO $(i89.130 Rem P-152. Gradino and Suberade Preuaation under 14' Portland Cement Connote Pavemem 61.831 SY S3.50 S237.410 m P- Ite152, Grading arnci Slbgratle Preparallo n under T Concrete and Brturrninam Pavanes 18,153 SY $2 GO S36,310 Item P-155. Lima Treated Subaracie. a Judi 9me 1111 715 SY $350 $356.000 item 1Lima used m 110 5%1 1.373 Ton S170.00 $233,430 I_ P-301. Cement Treated Base Course. B' ThCkress 67 B31 SY $11 $1.085,300 Item P-301. Cement Treated Base Cosa, 6' Tiockneas 18.153 SY S12 00 $21TUO Item P•304. Cement for Camanl Treated Base Co" l6%1 41340 CW T $1000 $413.400 Item P-401, Situmirxxls Suface Couse 2' TttirJirness t734 ION $120.00 5208.080 Item P401, Bitumirdus Solace Cni R i Bonus 9 LS $12,484.80 $12.480 Item P-501, Poniard Cement Condole Pavement. 14' Th0rness 57,831 SY S62.50 $4,239,440 hem P.501, Portland Cement Concrete Pavement shoulders. 7' Thickness 18,153 SY $70,00 $1,270,710 Item P•507, Portland Cement Concrete Pavement, 6% Bonus 1 LS $330510.00 $330,890 Item P-602, 8dtxntrieu5 iGoat, ioo1W,nq herbicidal treatment 50.857 Gallon S4,50 S228,660 Ilam P4i09, Sond Br -kw 95,984 SY $2DO $171,970 Item P•620. Perrnanenl Pavement M.ftro c1.416 SF $1.50 $122.120 subtotal Perimeter Road Base, Subgrade, Exravatran end Grading Hem P•152. Excavation. Grading ano Suborade Prederii under 2+rich. B4umnous Pa+cment 1 s 276 SY $2 75 $53.010 Item P•155. Line Treated Subnred erciudinq bone, &inch }hckness 19.276 SY $3 50 567,46E Item P-155. Lime used in L75G (t5%1 260 Ton S1700D $44 240 T) DOT ben 3411. 6- Thickness 6.115 Ton S1 DD-00 $611.520 Ilren i Bmmiwus Surface i r2-inch thickness) 2166 Ton $12000 S259.920 Ilan P-401. Bituminous Surface Call 6% Bads I LS $15.59,920 515.60E fem P-602_ Bik it u Prime, %t, ireludilg herbicdal treatment 9.63E Gallon 54.00 $38.550 Ilan P-609 Bond Breaker 19.216 SY S2 00 S38.550 Subtotal $1,128,850 ',Uteri Ilems Item P-152 Grading and Tocsollim In Unsaved Areas 95,591 SY $1.50 $14 r 890 Item P-156, Teorwrary Air and ids, Water Pr Snl Emsdn ants Siltatwn Control 1 LS SF 00,000.OD S100,00D Item F-11 New Chain Link Fence ,5,632 LF $25.00 S140.800 Item D.705. Perforated oricti dran system 5,300 LF $30.Oo $159,000 Item D-752. C:=ele CuVens. Headwalls, ant MISC Drainage 1 LS $150,000 00 $1501000 Item T•9C7, Soil Preparalirn. Seedaq and Fer izirig 11 T Acre $600.00 570,20E lam T-90x, Sal Preparation. Soddrrna ant FerlrllZkq 2 786 SY $7.50 $20,900 Item MFWell, Well fnr C-stnslion Water 1 LS $35.DOO.OD 535,000 Item MC. Tempereri Imitation System 4 Mon S25,000.00 $100,D0o Da, 0-701 27-inch Reinforced Concrete Pipe lrnsrallad In herlch, I-kding excavation and baLi�Iit 4.200 LF $100.OD $428,00E Ile, G-752, Connote Area Inilels onol dung grade and trari 2 EA S2,500 00 $5'000 hem 0.752, Reiriwced Connate Headwall for 27-inch RCP hrxlWirxl rock nit rag and fabric where aodhpdel 8 EA 53.000.0e S24,0DO Temporarily Displace Thresfn(ld 1 EA $30 000 CO 53B o00 Subtotal $1,416,790 E18Cuicallsigni Cost Ilam L-Fua, Urndergrovd EI Jt i Catele, 1IC, Ae AWL:, 5 nv UM srinr MWO all Caste. C Consul, g(Ould rdds. Vanncil bakfifrg. all aesesi tail bei reaured to facilitate piAing, ant al lalwr, look. equgmai and iri dontale rneeassary to complete One inslalatiion 11,40E ILE $6.y3 $74,159 Mann L-108 Counterpoise Wine b8 AW G. n Osecl Bury anckldlm Groundine Rods 11.409 LF $0.93 $10.268 anon iVault lmp'ovements 1 LS $100.01 $100.000 Ilam 1110. &way, 4-inch Underground Electrical Oust, Installed by Bore Cost shall induce caMatil, steal Casng, kp i, soul, and all IbGor, toils, eooloment and incidiiii riaassary to complete the inslalalxxl 12B LF $20003 $25,200 Item L-11 D. 6_way, 4-inch UndergmuM Eledf al Duct, Installed by Cpen Trerch. Cost shall include corwut, ranching backlk concrete, and all lal tools. eado lerlt and jricidenl0k necessaw to complete the unslallatipn 700 LF $84.DO $44,800 Item L•125. Perform tlemoXlion of all elocNral related Items (imludirq oalchung} 1 LS S51.400,00 $51.400 hem L-125, Median Inlansly Tadwav Edge Eiii LED wtlh Transformer aid Bass Can 51 EA 5580 00 $29.580 Item L-T25. High Inursvry Runway edge l ighLS, with Translonner and Base Can 30 EA $1 230.00 $38,9oo Rom L-125, Fl-h-Moumea Hnqh Intensify Ruway Edge LgMs, wdh Transformerany Ease Car, I EA $2.140,00 S2,140 KernL-125, One Pariel hdernaipv Lghlea Son. IrdLdlnq New Base Mounlinq aria Core W Slab 2 EA $6,400 06 $12,800 1111, 125. Two Panel "'malty Lnhled Sion, InnrJWng New Rasa Mousing aril Concrete Slab 1 EA $7,090.0) 97,000 Item L.125, Three-Perel Internally Lighled Siqn wJudirq New Base me snleq and Concrete Slab 2 EA MOO i S18,000 Item Mil:. All items ASeocated with Protect "hasiRJ and I NBSrdld Jispaceri irio-ng VaMhr ning aria emoval m Temporary Markings, Reflective Maths. Bamcedes, Slgrnage Ughirng, PAPL2 (Style BI Wire, Boxes, Cordult and Lighled'I,' 1 LS $10000000 $1o0000 Elam MC, Updale the ALCS to accommodate the changes associated with this project Moddy gravi labeling, cpn6orration and omrabon as recuired In the control tower and varif !e reflect the changes to the airfeld sve.ms 1 LS $34.21 $34.200 Dom MC, Relocate MALSR, adp J GS, Lo ak- and VASI's 1 LS $3.151.255 00 S3.1$1.255 5iblotal S3.1ti CSruttmcfii Corlittlini on Base Bid 10% 1 881 211 UWTOTAL CONSTRUCTION 20.693 323 Pruraieional Services Soso Encrneerinc Sen vices (Studv ano Resort Pretimlrlarr Design and first Desxir $1,282,986 CensWctsn Phase Srlrnces (Includes Blddir (Nagohabon, RPR and C.-frrfim retaled Ener Senvresl - Est -ate $1.096,746 5uxve and Task Services - Estimate 51 786 Subtotal Pmfassiarnet Servlras S2.731,519 TOTAL COST - PRESENT VALuF. $23.424,841 O Al. C - 11-17111 VALUE Com ruction Inflation • Bid Pro'act In Jule, 261E 26 Mairthis. 1 19-. $31,131,977 1_ Assumes C.11i shoulder on eldansions 8 on new taxiway. x ,]moons -1-E nnr, aoP[ ix.]14F•Afn.xs Cost as of 4108 City of Lubbock, Texas LUBBOCK PRESTON SMITH INTERNATIONAL AIRPORT F MASTER PLAN PROJECT 13.1, REHABILITATE RUNWAY 08/26 ENGINEER'S OPIMON OF PROBABLE COSTS Item Description Quantity Unit Und Price Amount Mobilization Item P-140, Contractor Mobilization (8%) 1 LS $1,551,216.54 $1,551,220 Material Removal and Demolition Item P-150, Remove and Dispose of 14' P-501, 4" P-001, 7" P-201, 10" P-154 and 6.0" P-152 Concrete Pavement Section 39,528 SY $17.00 $671,980 Item P-150, Remove and [Yispose of 14' P-501, 4" P-401, 5" P-201, 2.5" P-401 and 11" P-209 Concrete Pavement Section 44,422 SY $17.00 $756,180 Item P-150, Remove and Dispose of 2" P-001, 6" TxDOT ITEM 345 ASPHALT and 6" P-155 39.736 SY $7.50 $298,010 Item P-150, Remove and Dispose of 14" P-501, 4" P-001, 7' P-201, 7' P-401 and 6" P-209 Concrete Pavement 26,250 SY $20.00 $525,D00 Item P-150, Remove and Dlapose of 5' P-401, 11' Base 3,412 SY $10.00 $34.120 Item P-150, Remove and Dispose of 2B" P-Slit, 8' P-304, 6' P-155, and 18.0" P-152 Concrete Pavement Section 3,794 SY $30.00 $113,820 Item P-150, Remove and Dispose of 14" P-501, 16' P-201, and 6' P-155 Concrete Pavement Section 1,253 SY $17.00 $21,300 Rem P-150, Remove and Dispose of 14" P-501, 8' P-304, 6" P-155, and 21" P-209 Conoreta Pavement Section 2.667 SY $17.00 $45,340 Rem P-150, Remove and Dispose of 14" P-501, 4" P-401, 7' P-201, 7' Sub Base, 6" P152, and 6" P-155 Concrete Pavement Section 1,802 SY $17,00 $30 630 Subtotal $2,495,380 Concrete and Asphalt Pavmo, Base, Spbgrade, Excavation and Grading Item P-152, Embankment 36,487 CY $6.00 $218,920 Item P-152, Excavation 36,487 CY $7.00 S255,410 Item P-152, Grading and Subgrade Preparation under 14" 115,639 SY $3.50 $404,740 Item P-152, Grading and Subgrade Preparation under 7" 38,872 SY $2.00 $T7,740 Item P-155, Lime Treated Subgrads, excluding time 115,639 SY $3.50 $404,740 Item P-155, Lime used in LTSG (ft 5%) 1,561 Ton $170.00 $265,390 Item P-304, Cement Treated Base Course, 8" Thickness 115,639 SY $16.00 $1.850,220 Item P-304, Cement for Cement Treated Base Course (6%) 58,700 CWT $10.00 $587,000 Item P-501, Portland Cement Concrete Pavement, 14" Thickness 115,639 SY $62.50 $7,227,440 Item P-501, Portland Cement Concrete Shoulders, 7" Thickness 311,872 SY $70.00 $2,721,040 Item P-501, Portland Cement Concrete Pavement, 6% Bonus 1 LS $596,908.00 $596,910 Item P-602, Bituminous Prime Coat, including herbicidal treatment 115,639 Gallon $4.50 $520,380 Item P-609, Bond Breaker 154,511 SY $2.00 $309,020 Rem P-620, Permanent Pavement Marking 99,934 SF S1.50 $149,900 Subtotal 515,114,520 Other Items Item P-156, Temporary Air and Water Pollution, Soil Erosion and Situation Control 1 LS $100.000.00 $10011)OD Rem P-152 Grading and Topsoiling in Unpaved Areas 5,623 SY $1.50 $8,430 Item T-901, Soil Pmparabon, Seeding and Fertilizing 10 AC $600.00 $6,000 Item T-904, Soil Preparation, Sodding and FertiliFing 5,623 SY $7.50 $42,170 Item MC, Temporary irrigation System 4 Mon $17,500.00 $70,001) Item D-705 Pertorated underdrain s tam 30,000 LF $30.00 $900 000 Subtotal $1.126.600 ElectricalI t Item L-1 Ua, Underground Electrical Uable, 11C, 46 AWG, a KV. Cost snarl include sit cable, 2- conduit, ground rude, benching, backfillkng, all associated pull boxes required to facilitate pulling, and all labor, tools, equipment and incidentals necessary to complete the installation: 15.532 LF $6.50 $100,958 Item L-108, Counterpoise Wire pB AWG, in Direct Bury, including Grounding Rods 15,532 LF $0.90 $13,979 Rem L-1D9,Vault lmprovernents 1 LS $100,D00.00 WD,000 Item L-110, 6-way, 4-inch Underground Electrical Duct, Installed by Bare. Cost shall Include conduit, steel casing, spacers, grout, and all labor, tools, equipment and incidentals necessary to complete the installation 347 LF $200.00 $69,400 Rem L-110, S-way, 44nch Underground Electrical Duct, Installed by Open Trench. Coat shall include conduit, trenching, bacMNl, concrete, and all labor, tools, equipment and Incidentals necessary to complete the installation 70D LF $6C00 S44,81XI Rem L-125, Perform demolition of atl electrical related items (including patching) 1 LS $51,400.00 $$1,400 Item L-125, Medium Intensity Taxiway Edge Light, LED with Transformer and Base Can 34 EA $58D,OD $19,720 Item L-125, High Intensity Runway edge Lights, with Transformer and Base Can 99 FA $1,230.00 $121,770 Item L-125, Flush -Mounted High Intensity Runway Edge Lights, with Transformer and Base Can 2 EA $2,140.00 $4,280 Item L-125, One Panel Internally Lighted Sign, Including Now Base Mounting and Concrete Slab 6 EA $6,400.00 $38,400 Item L-125, Two Panel Internally Lighted Sign, including New Base Mounting and Concrete Slab 4 EA $7,C00.00 $28,000 Item L-125, Three Panel Internally Lighted Sign, Including New Base Mounting and Concrete Slab 2 EA $8.000.00 $16,000 Item MC, Atl items associated with project phasing 1 LS $45.000.00 $45,000 Subtotal $653,707 Construction CootInuency on Base Bid 10% $2 094 143 SUBTOTAL CONSTRUCTION $23 035.569 Professional Serviou Basic Engineering Services (Study and Report, Prefaninarlr Design and Final Design) 51,139,723 ConsVttcR4n Phase Services (Inchtdes BiddilglNagodation, RPR and Construction related Engr. Services) - Estimate $1,151,778 S . and Testing Services - Estimate U983,10111 TOTAL COST PRESENT VALUE $26,018.676 TOTAL COST • FUTURE VALUE Construction In ation - Bid Project In June, 2011 36 Months 1 1 /, S39,430,211 X120DMVW0Wc1 fLW0PCrinPc S+-2h-0sl-fie qr PARKHILL, SMITH & COOPER, INC. - LUBBOCK PROJECT BUDGET SHEET LOCATION CODE: 01 PROJECT NAME: LBB 8,26 Extension JOB NO.: 01-2706-08 TASK; l DSN DATE: 04./231-08 FEE TYPE: Lump Sum PREPARED BY: JTH PRINCIPAL: JTH PROD. MANAGER: MDH OVERHEAD RATE: PROFIT ON LABOR: PROFIT ON REIMB: 15.00% L)5,e' PROFIT ON DIRECTS: 15,004% FEE: $2,93_ ,� 1 LABOR: $2,269,952 OVERHEAD: REIMB. CONSULTANTS: REIMB. EXPENSES: DIRECT CONSULTANTS: $442,944 DIRECT EXPENSES: $133,864 LABOR BUDGETS: CODE DESCRIPTION HOURS COSTS 01 Firm Principal 2,561 $338,052 #N/A #N/A 03 Engineer 4,828 S487,628 09 Engineering Technician 7,404 $629,340 07 Engineer -in -Training 6,384 $542,640 1.4 CADD Operator 3,752 $247,632 18 Clerical 411 $24,660 Page 1 of 3 Resolution No. 2008-RO200 FEE ESTIMATING SHEET PROJECT: LRB &ZU Eetors:on JOB NO.: 01-.:7C6-ae TASK: IDSN SALARY CATEGORY OF PERSONNEL RATE PER HOUR FP ENG ENG TECH [IT CADD OPT CLERICAL TASK 01 #N/A 03 09 07 14 18 Trips 3132.00 $101.00 $85.00 $85.00 $66.00 $60.00 TOTAL STUDY AND REPORT PHASE Predesign Conference 1 4 8 8 2 22 Site Visits, Gather Data, Council/Board 14 112 168 224 224 16 744 Meet with LBB, BDC & FAA - Rwy Length 2 36 24 40 100 Evaluate options for CRMWA, COL Review 4 32 32 100 80 120 12 376 Coord wl CRMWA, COL Water Utilities 4 16 16 24 1 57 ID/anlyze/consult review for govt. author. 4 1 5 Develop/analyze project scope 1 16 16 32 24 4 92 Coordinate soils investigation 2 4 16 20 Coordinate topo surveys & panel points 8 12 16 64 92 Preliminary Engineering Report develop design criteria 24 72 72 8 176 alternate solutions 2 12 36 36 4 88 environmental concerns Not included in this contract narrative 14 24 16 54 schematic layouts 80 120 100 160 460 opinion of costs 8 20 24 40 40 132 review with FAA, Owner 1 16 8 8 32 revise and resubmit 8 40 60 40 30 8 186 PRELIMINARY DESIGN PHASE Refine scope, coord. with FAA, Owner 4 24 32 16 72 Meet with LBB, BDC & FAA - Rwy Length 1 20 20 40 Refine scope, coord. with COL & CRMWA 4 4 16 16 36 Meetings and conferences 2 8 4 2 14 Scope and arrange for special surveys 2 8 6 14 Preliminary design documents design basis, project descrip, criteria 16 24 36 76 pretiminary drawings (220 sheets) 330 660 1320 990 660 3,960 outline specifications 12 140 140 40 332 review wl FAA, Owner 1 8 16 4 28 Scope and arrange for addnl services Revise opinion of costs 7 24 60 36 6 1 134 FINAL DESIGN PHASE Final drawings (220 sheets) 1320 2640 5280 3960 2640 15,840 Final specifications 40 120 120 80 360 Coordinate with FAA, CRMWA standards 80 96 48 24 248 Assist/consult with govt authorities 6 96 48 16 12 172 Final design basis 16 24 4 44 Final opinion of costs 24 48 60 72 24 8 236 Review with FAA, Owner 1 16 8 24 Revisions 4 4 8 8 24 Prepare CMP 8 16 48 8 80 Misc meetings and conferences 18 48 48 48 18 162 Finalize preliminary engineering report 60 130 80 48 40 40 398 Rpt of revisions to FAA AC150/5300-10A 36 72 18 126 FAA Forms 7460-1 and 7480-1 48 32 2 8 90 BIDDING PHASE Not included in this contract MISCELLANEOUS ITEMS QC/PM (18 mos. @ 2 hrs./mo.) 36 36 Prepare stmts. (20 @ 1 hr.) 20 20 40 Monthly Progress Reports (2.0 hr. each) 36 36 72 Coordination with FAA, Owner 1 24 8 6 8 46 BUDGET SUBTOTALS: HOURS/ Trips - 79 2,561 4.828 7.404 6.384 3,752 411 25,34 SALARY $338,052 $487.628 $629,340 $542,640 $247,632 $24.660 1 $2,269,952 EE ESTIMATING SHEET PROJECT: DIRECTS LOB 8126 Extension JOB NO.: 01.2706-08 TASK. 1 DSN DIRECT CONSULTANT COSTS SUBTOTAL 611 STRUCTURAL CONSULTANTS The Transtec Group $65.775 612 MECHlELEC CONSULTANTS Crossno & Associates $182.925 613 ENV & CIVIL CONSULTANTS 614 LANDSCAPE CONSULTANTS 615 TESTING CONSULTANTS Rodr1 uez Engineering Laboratones $84.724 616 SURVEYING CONSULTANTS Smith Surveying $70,000 616 SURVEYING CONSULTANTS Geodelix- Inc. (to meet FAA 405 accuracy stds $28.320 618 OTHER CONSULTANTS Barnard Dunkelber & Ca. $11.200 TOTALDIRECT CONSULTANTS 42,9447 DIRECT EXPENSES 621 TRAVELILODGING MOTEL DAYS @ AIR TRAVEL 2 AIR FARE @ PARKING DAYS @ CAR RENTAL DAYS @ MILEAGE 36 MILES @ MEN 2 MEN iOAY IDAY $0.505 a� IMANDAY = $250 00 ;MAN = $1,000 00 = = 625 TRIPS = $11,362.50 SUBTOTAL $12.363 622 REPRODUCTIONS BLUELINE PRINTS SEPIA PRINTS PRINTING: ORIGINAL SET-UP COST COST PER SHEET BINDING COST XEROX 220 SHTS @ $2.55 @ 40 SETS = $22.440 00 SHTS @ $8.51 a� SETS 400 ORIGINALS .@ $0.15 +ORI. _ $60.00 40 SETS @ $0 08 ISHT @ 225 SHEETS = $720.00 40 SETS @ $2.00 ISET = $80.00 40 SHTS @ $0.08 ISHT = $3.20 SUBTOTAL $23.303 623 MODELIRENDERINGSIPHOTOS Shots @ IShot $200 624 TELEPHONE 1250 Calls S5.00 !Call $6,250 625 MEALS DAYS na MEN @ MAN0AY 626 FIELD SUPPLIES 628 POSTAGE 400 Mailings $5.00 Imallirg $2.000 629 PUBLICATIONS & SUBSCRIPTIONS 630 MISC DIRECT EXP 631 FAX 500 Pa es $1,00 $500 632 TEMPORARY PERSONNEL 633 DRAFTING SUPPLIES 634 OFFICE SUPPLIES 635 CADD 11156 HOURS $8.00 iHOUR $89,248 636 FIELD EQUIP RENTAL 646 SOFTWARE TOTAL DIRE T EXPENSES 133,8fi4 Page 3 of 3