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VV March 8, 2023 Mrs. Lisa M. Alejandro Acting Commissioner Department of Property and Procurement 3274 Estate Richmond Christiansted, VI 00820 RE: PERIODICAL ESTIMATE NO. 38 COO3SPRC15{(GEC)—Design/Build for Paul E. Joseph Stadium and Sports Complex Dear Acting Commissioner Alejandro: Transmitted herewith for your review and further approval is Periodical Estimate No. 38 submitted by GEC, LLC, for the above referenced project. The payment is in the amount of Two Hundred Nineteen Thousand, Three Hundred Nine Dollars and Sixteen Cents ($219,309.16). All items billed in the payment request have been completed according to the scope of work. If you have any questions or concerns, please contact Chief Engineer Tawana Nicholas, at 340.773.1290, extension 2260, or via email at tawana.nicholas@dpw.vi.gov. Sincerely, J ff a Commissioner DG/klp CC: Kizma lL. Petersen, Chief Procurement Officer, DPW DEPARTMENT OF PUBLIC WORKS ST. CROIX 340.773.1290 United States Virgin Islancs ST. THOMAS/ST. JOHN 340.776.4844 GOVERNMENT OF THE VIRGIN ISLANDS PERIODICAL ESTIMATE FOR PARTIAL PAYMENT NAME OF PROJECT: Oesign-Build of Paul E. Stadim and Sports Complex LOCATION: St Crotx, Virgin islands NAME OF CONTRACTOR GEC, LLC Contract No. —_CO03SPRC15{GEC} PERIODICAL ESTIMATE NO. 38 Rev 1 (31-23) FOR PERIOD. 11-8-22 to 2-10-23 I } ORKSNAL ESTIMATE COMPLETED TO DATE 4 Value of Uncompleted % Com Kem No, Ms da Quenbty | Unc ot teste Cost Pes Unit Value wet Value ‘Work " pleted 44) (2) {3}, (4) {s) (8) ti] (3 (9) 410) A | Pre-Suspension Work to 3/48/15 1 Insurance 4 is $ 1,013,875.00] $ 1,013,875.00] 1.0 |$ 1,013,875.00! $ - 100% 2. | Architectural and Engineering Fees 1 Ls $ 375,000,00 | $ 375,000.00 | 1.0 | 3% 376,000.00 | $ - 100% 3. [Consulting & Permit Fees 1 Ls $ 107,125.00 | $ 107,125.00] 1.0 |$ 107,125.00 | $ : 100% 4 Contract Admini: jon and Develop 1 us $ 300,000.00 | $ 300,000.00] 1.0 1$ 300,060,00 | $ - 160% 5 [Demolition through 3-18-15 1 is $ 650,000.00 | $ 650,000.00) 1.0 |$ 650,000.00 | $ - 400% 6 Lead Abatement (Owner's Contingency) 1 us $ 166,500.00 | $ 166,500.00 | 10 /$ 166,500.00 | $ - 100% 7 = | Mobilization 1 us $ 162,500.00 | $ 162,500.00 | 10 |% 162,500.00 | $ . 100% Aa |True up mobilization to 10% of Contract 1 is $ 2,537,500.00]$ 2.637,500.00] 1.0 | $ 2,537,500.00] $ - 100% B |Paul E. Joseph Stadium 1 60% Design (A&E & Civil) - Permils/Approvals 1 1s $ 1,680,000,00] $ 1,680,000.00] 1.0 | $ 1,680,000.00 | $ + 100% 1a }90% Design 1 Ls $ 300,006.00 | $ 300,000.00] 1.0 |$ 300,000.00) $ - 100% th |100% Design 1 us $ 40,000.00 | $ 40,000.00] 10 1$ 40,000.00 | $ - 100% 1¢ |Administation During Construction 1 us $ 105,000.00 | $ 105,000.00] 10 )$ 93,450.00 | $ 11,550.00 89% id [Oesign Changes CO 16 {$94,800} & CO11 ($95,200) 1 us $ 190,000.00 | $ 190,000,00} 10 |$ 190,000.00 | $ - 100% 1e |Additional Design Costs CO 13 1 is $ 612,500.00 | $ 612,500.00 | 10 | $ 612,500.00 | $ . 100% 2 {Foundation (Test piles and pile design) 1 Ls $ 187,500.00 | $ 167,500.00] 10 |$ 167,500.00 | $ : 100% 2a | Surcharge Earthwork 1 us $ 960,000.00 | $ 960,000.00] 1.0 |$ 960,000.00 | $ - 160% 2b | Surcharge Testing 1 us $ 100,000.00 | $ 100,000.00] 1.0 1$ 100,000.00 | $ - 100% 2c | Pile Foundation 1 us $ 3,702,300.00]$ 3,702,300.00} 1.0 |$ 3,702,300.00] $ - 100% 2d | Mat Slab Foundation i is $ 3,466,650.00]$ 3,466,650.00] 1.0 | $ 3,466,650.00! $ : 100% 3 Structural Steel and Concrete Suparsiructure 1 Ls $ 1,603,634.25]% 1603,634.25] 1.0 |$ 1,184,355.00/ $ 419,279,25 7am 8 [Locker Rooms & Showers 1 us $ 200,000.00 | $ 200,000.00] 1.0 | $ 102,300.00 | $ 97,700.00 5% 10 |Public Restrooms 1 us $ 250,006.00 | $ 250,000.00] 1.0 | $ 174,800.00 | $ 75,200.00 70% 12 |Enty Pavillion 4 is $ 135,000.00 | $ 135,000.00} 10 |$ 108,000.00 | $ 29,000.00 19% 15 |Party Oeck Area 1 Ls $ 135,000.00 | $ 135,000.00 | 1.0 |$ 86,100.00 | $ 48,900.00 64% 19 |Dugouts 1 ls $ 155,000.00 | $ 155,000.00] 1.0 |$ 121,300.00) $ 33,700.00 78% 20 [Stairways & Common Spaces 1 Ls $ 330,000.00 } $ 330,000.00} 1.0 |$ 261,625.00] $ 78,375.00 76% 25 |Mechanical 1 us $ 95,000.00 | $ 95,000.00] 10 1 $ 60,000.00 | $ 36,000.00 3% 26 (| Electrical 1 us $ 1,100,000.00]$ 1,100,000.c01 10 |$ 567,019.00 | $ $32,961.00 52% 28 | Phumbing 1 Ls $ 385,000.00 | $ 385,000.00] 1.0 |$ 313,550.00] $ 71,450.00 81% C |TERRENCE MARTIN FIELO 4 [60% Design (A&E & Civil} - Permits/Approvals 1 us $ 200,000.00 | $ 200,000.00} 1.0 +$ 200,000.00] $ - 100% 1a |90% Design 1 us $ 30,000.00 | $ 30,000.00] 1.0 |$ 30,000.00 | $ . 100% ib |100% Design 1 Ls $ 7,500.00 | $ 7,500.00 | 1.0 |$ 7,500.00 | $ - 100% 1¢ | Administration During C: 1 ls $ 12,500.00 | $ 42,600.00 | 1.0 |$ -|$ 12,500.00 % D_ |CRUCIAN CHRISTMAS VILLAGE 1 160% Design (A&E & Civil) - Pecmits/Approvals ‘ ts {$ 136,000.00] $ 136,000.00] 1.0 |$ 136,000.00] $ . 100% ja |90% Design 1 Ls $ 20,000.00 | $ 20,000.00 | 1.0 | $ 20,000.00 | $ - 100% 1b |100% Design 1 Ls $ 5,500.00 | $ 5,500.00] 1.0 | $ 5,500.00 | $ - 100% 1¢ [Administration During Construction 1 ts $ 8,500.00 | $ 8,500.00] 1.0 |$ -1$ 8,500.00 o% E SITE IMPROVEMENTS 1 |60% Design {A&E & Civil} - Permits/Approvals 1 us $ 65,200.00 | $ 85,200.00 | 1.0 |$ 65,200.00 | $ - 100% 1a |90% Design 1 is $ 110,000.00 | $ 110,000.00] 10 |3$ 110,000.00 | $ - 100% tb [100% Design 1 is $ 13,600.00 | § 13,600.00] 1.0 |$ 13,600.00 | $ - 100% ic JA ation During C: 1 is $ 46,200.00 | $ 46,200.00] 1.0 | $ 46,200.00 | $ . 100% 2 {Earthwork & Grading 1 Ls $ $00,000.00 | $ 500,000.00} 1.0 |$ $00,000.00 | $ - 100% 7 Site Improvements 1 us $ 232,806.25 | $ 232,806.25 10 |$ 232,806.25 | $ - 100% F | Demolition incl. Wall, Lights 1 is $ 200,000.60 | $ 200,000,00 |} 1.0 -$ 200,000.00 | $ - 100% G |Owners Contingency ) 1s $ 87,109,50 | $ 87.109.50] 1.0 |$ 87,109.50 | $ . 100% H pestene Bullder’s Risk to 10-31-19 1 us $ 200,000.00 | $ 200,000.00 | 1.0 |$ 200,000.00 | $ : 100% [Totals $__22,900,000.00 $_21,445,364.75 | $ 1,454,435.25 ‘GOVERMENT OF THE ROY LAND PURDOKOC A, EATRAATE FGA PARRA OATIIT CONTRACTOR WORKSHEET wae or Paovict. LOCATION Bt Canty, Vegi tere ANE OF COMTRACION STEALS Caran tam m ” £08 PERC = * % Cormptete] Compras | 4 Comptats thee on Description of Rem oben tee Comeune Comsteed previews rE 1 Comoleted to date Retainepe “retanege A [Pre-danpercsion Wert bo WHR1S 1 rararce 4 1.993.075.00 900%, soon | $ 1,019,.875.00 $ 1.099.075.09 . 2 Pecteecural aed Engrewng: $ 340m 100% 1s + 375.0000 5 73,000.00 . > [Oomarg 4 Pommt Fees $ 107 175.00 109% oom 1% 107 $25.00 $ 187,525.00 9 4 [Contract Adenmvatmoan and Dewetopment 3 30n000.00 100%, 1s |S wHONOD $ 000 00 . 3 ]Oemotton trough 318-15. + omn0 10% 100% 3 0000.00 ? 240.000 00 a & [aed Abatement (areca B 168,500.00 100% 100% | 18650000 $ 86 400.00 : 7 [iacthaton + wine 100% 10% s+ msMO + 2,900.00 . ‘Aa | True up mobilization bo 10% of Cortract 3 2,837,40000 0% 100% $ 2.597.00.00 $ 7.807. t00.00 . Pad Ee, dove ph Stature 00% Dengn iASE & Cot) - Penn tatipprovets + 10% 100% $ 1.680.00000 i 1,000.000.00 . es Demag ’ 100% 10% s s 0,009 08 . 100% Oewge .7 100% os + aom00 s Do . Aarerniration Dunng Construction $ ne 1aco% ] eK fs «rassaco]s sesoaos| 4 9.45000 | $ 30 [Omnign Crargee CO 10 (Sh 5005 & illiri | CAB Jini s 100% 100%, + woenKn t $90,000,00 . Additonal Deegan Costs CO 33 : wR 100% 3 #1750200 s $12:50000 . Feurdaton (Test pare end pie deaagra Pt 100% 1% 1 167 5m00 + $67,400,00 . s 1% 100% 5 @eo.c0000 s 900.000.00 . Surcherpe Testy . 100% 00% 2 400.000.00 $ 192,000.00 . Phe F cundeton, 1 100% ’ $272 WOO s 3.702.20000 . wat Sind Foundation + 18 100% + 3.406 88000 by 3.466.800) a s Concrete ord cetar matermt 100% 100% $ 7000000 : moo ]s 00000 iCencrace and rebar Loe 6 nat trom Ure 3100) § 93% of dD 100% 100% % = 43,6800 + 41,63000 3 4osm Line © well orm Line 7,18 166 9.3% ot 100% 100% ]$ 41,650.00 3 4188000 | $ 4.163.00 Line Gi Rall root tom Lira 310-05 = 6.0% of eb ~ t -|s - t att . Line @ hell roof from Ling 7.1% 18 © £9R of Te nm 5 ad ° t -|8 ° [Line & hall wall trom Lire 3to01 = 39% of So no ms $ s SmS0OTS sms5001s $78.40 [Une B hell well from Une 7.116 186 20% of Je Vid 5 ys - s -[s - Pinan concrete beans ¢ 20% mos as 4 -]t 590000] 5 wisonco]s 0.600 Paton concrete sad = 33% of 3 om” s “yt . 3 -18 - [Glvetor shah = 68% of cAcK on ’ $ wes000 |S weevnco | s 1,988.00 [Struct eteebroct tor Dieachers maternal 100% 100% $e Teo $ 740,000.00 | 3 7400000 | St wteaioc! fer bleachers uta om |s -|5 - tt -|s : $ : Lecter Rooms & Ghewers ' reeves was mat ered soo%. won «| $ — 75.80000 3 7ae0a00 | 5 1,380.00 reence wats Petaelon om |s . + |t -|3 - 'Specanly hapene mated 100% oom | 3 2as0000 $ 2050000] § 2600 [Specaty Bens neta’ om A [4 ~ [8 +]s . 10 |Pumbe Ractrooens £ 10n |Get pecagncres metered 100% 100% | 5 20000.00 + 0.00.00 | $ 4.00000 10> [Bah acowwwores Inutaliencn Lad 3 ba oan Ba -|s 0 Voc [Te mater 400% OK s peeonee + 49000053 9000 en nail 7m ‘ “| - % “ys . 420 [Entry Paton 3 1000 aa [Gate atonal 3 S10GdCO] «100% 1% | s40QaOR 5 $4000.00] 5 S.<c000 1% [Oats relator 3 BonRdD os ’ -|t - $ -|[5 - 12e [Coresete ard opber matarad $ Roce 100% 10%, + moo + 32,00000 | 3 IRow 12d [Concrete arcl seber retaliate 4.0005. woO%K a] + -|]$ mooaoors waacnoo | + 2.00000 1$ |Party Deck Aves $s mone 1$a |entroo roots maternal 3 ¢aconoo} soon toms 1$ aecn0D % 4as0a.00 | s 4.28090 13m [Restroom roots retaliation + MeO ~ 5 . - + -|4 - 8c fRateg macerad $ x4o000] 100% roe | $ 3750000 5 asoace | 5 ano00 18d [Rairg retaliation 3 72.5000 ™ 1 . - 16 “42 - 49 |Omgouts 3 10000 19m | Concrete ered reber materia $ s200090] 1905, 10% | s s300d60 s 53.0000] 3 5m 0b | Concrete and rebar retaleton & ezc0a00 on Led Bt sO] 5 - 4s $330000 ) 5 smo 19s |Get ang hebnet rack metered $ 1S00000 100% 100% t = 1$c0n00 t 19.00000 13 1900.00 ‘10d [Bat ancd hebnet cach matetabon $ $0000 + - 1 ot - 20 |etavwayt & Common Spaces 4 3000000 ‘Pa [Concrete ang eater: % eoooace 10% ad $ sonaeD ' 90,000.00 | 9 oo. De [Corerete tre ober eutatietee 3 1wOKaK “a 70% ox $ wmonoolt wea | s wQ.00000 1 5 9,000.00 20 [Star roots materiel + msean 10% 1% $ 7s0Q00 + 72,0000/% imo 208 [Stas toms reaaiienoe 3 1sKOR Shel 00% Shed s 7ets.co | $ sTOwOls $0675.00 | 3 1eezs0 Me [Radng maton $ 425000 100% 100% $s azscaco % 4290000) 5 440m 20t [Reding retatevon $ 7A om is 5 - Is ols A 15 [sechanteal $ B500n00 The [ected metered $ eaoonon} 100% oom | 3 en00000 $ 0.00000] 5 6.00000 > [Mecrancal neaietcs + Koo oN s -|4 - ‘ -|s - i |Gecuxe £ 9,100.000.00 2h [Lg Frares mastered $§ 10100000] Oos 2 ¥O1,00.00 1S 10100,.00 we % ¥eiooa9o| 1oa0% + ¢prc0ne9 ]$ $8,100.00 ‘Te |Servce Entarce maternal 2 econo] «1mOs + e6.00n00 | + teow 28d [Conde watered $ saccacof 1ca0%K + en0K00 15 sma te [Omtrenton equpmert & 101,050.00 t -|s - 26-1 [@ectrecal labor - eevee $ asaesaco] 400% | 200% $ 27.519.00| 5 278190 2g [ae + 3380000] 100005 bd 71,300.00 . 2% [Pusey 3 385,00200 260 |Pimbrg matenet $ 9055000) 120% 12% t 550,00 s oa 000 |S $8500 200 |Phentang labor $ 7a4s000| 7s08% toss | $ 25300000] 9 - |s 215,000.00 . © [TERRENCE MART FELD 1 [00% Deng {ALE & Crt) PeemtwApprovale a 200mRK 10% 100% $ 2000000 3 700,002.00 . Ya [50% Orngn % moon 18 109% $ smocQCD $ mance . 16 ]100% Denign $ = 180000 100% tox |$ 7.50000 $ 70000 ° Je pamenmanen Quine Conatrucion $ y2soa00 om 3 -|t 7 1s 5 JCRUCIAN CHRISTMAS VELAGE 160% Denon (ASE $ Cat} - Perm nvAggrovels $ 1eomED 100% o% 7 t 138,000.00 t 176.000.00 . [aOR Deeg $ 200000 17. 0% $ «moore 3 ‘2000.00 . 300% Ont $ = 5.800.00 10% teow | $ = 586000 ‘ 5,500.00 . Admeneirnan Ourng Conetructen 3 $00.00 wn s “pt - + . MPROVEMENTS 00% Demy (ALE & OME} + Pemiiaporovan: 3 = 6ss270000 OR 10% + Smo $ 8.20000 . 90% Dewgn $ 1t0.om00 400% 100% B 110,000.00 | ' 149,000,00 . 100% Dereege $ = 9360000 300% 10% a 136000 % 13,60000 . Adewretratan During Connector $ «2mm 10.0 Lal Ss 4427000014 ah 200001 ¢ 4420.00 Earthen’ & Gredng + soomm 100% 100% 3 400,000.00 + sea.qonee . 3 232,008.25 100% 0% $ avez 5 78 25 . ‘ . © Oemalition Incl Wal, Lights. 3 20.000 100% Jos 18 zOR0D 3 1000.00 a 2 lownrs $ s7.10R50 100% fox | 5 6210050 r 67,1080 o Ht |Gxtend Badlcer's Rink to 1.3106 3 2R,00200 0% 10% [| $ zoom. s 209,000.00 . Tor S22 POND $21 207,167.95 SCHEDULE OF APPROVED CHANGE ORDER COMPLETED TO DATE tem No. Descripton of hem ‘Quanity Ura of ‘Cost Per Und Value Ho, of Valve ‘Valve of Uncompleted Work % Comm Messure nts pled () (2) @ is} {5) 48) (7) (a) > £10) 1 Ravise Contal ftom 3 2 3 : 1 $s : $ : 100% Maximum Price® to "Lump Sum”. 2 Stage | Field Work Phase I Arch Study s - $ - 1 $ 5 3 CG 100% 3 Additional geotechnical investigation 3 : 3 : 4 2 5 $ « 100% 4 Confirm 0% Design, stwt 60% Design. $ - $ . 1 $ . $ - 100% update and Bonds, Revise SOA, nd Méattons Dates and Schedule, rove PE 6 5___|Schadule of amounts for convact nt $ - is : 1 $ -_|s - 100%. 6 Surcharge Earthwork 3 : 3 > 1 $ -_ is = 100%. 7 Locate Existng Utites $ - $ a 1 : $ = 100% 3 Test Palos and bitial Eartreork + : $ : 1 = s = 100%. 3 Phase 2 Archeological Survay by U of Alebeme s : 2 1 = 3 *; 100% vl Pée/mat stab indin, re-design PEJ 700 seats 3 = : 1 - I$ 100% 1 Design and SOV changes for ravised budgal $ - - 1 -_ [3 - 100% 1 Extend ume, delete Bukders Risk 3 -_ is : 1 -_|s - 100% 1 Revise SGA per Enal Orawings $ 2.900,000.00 1 $ 1,445,064.75 15 4,454,135.25 5% 14 Authorizing Supplemental Contract 15} Tine Extension 2. ANALYSIS OF ADJUSTED CONTRACT AMOUNT TO DATE A ‘Original cont ect amount 3 358,006,008.00. a. Plus: Addons $ 2,300 060.00 C. Less: Deductions $ : o. Adusted contract amount {o date $ 22.900,000.00 3, ANALYSIS OF WORK PERFORMED 1 Value of onginal contract work performed to date [Column 6 Frost) [or add second page if appheabla) 3 21,4465.864.75 2 ‘Extra work performed to date pe cea SS es 3 Total value of work performed to date 5 21445 864.75 4 Add: Materiols stored at clove of this period (Attached detailed schedule) dee. 101,656.00 _ & Less’ Amount retamed 3 a 292,004.60 6 Nal amount earned on contract work to date $ 71,255.709.85 7? Other deductons 6 Less: Amount of previous payments pe Set eaectts eve 25,036,400-69 3 BALANCE DUE THIS PAYMENT 249,309.16 _ 4 CERTIFICATION OF CONTRACTOR According to te best of my knowledge and belief, | cartfy that af ems and amounts shown on the face of thia Periochcal Ectimate are correct, thal af work hus been partormed andior materal supphed in AA accordance with the Tesms and Conditions of the Contract betwaen the GOVERNMENT OF THE VIRGIN ISLANDS GEc, LLC (Comme and dated 11649 2004, anor duly suthonzed owe Dee) devistons, eubstitutions, silerstians, and/or additons; that the fobowing is a true and correct statement of the contact smount.up to and inchuding the lest dey of the period the "Bslance Due This Payment’ has been teceived. , ’ by this Pertodical Estimate, and that no pari of GEC, Lic (Contractor) Pq John R. Wessel 3-1-23 Tie. Managgeg Harber —. (Oate} re 6. CERTIFICATION OF AL REP I cestty that Iheve checked and verified this Periodical Eatmate No. 38 for the period of V82022 teough 2410/2023 inchisive, that to the best of my knowledge and betel dis a tue and of work weuior by the that al work and/or material inchided in this Periodical Estimate has been performed and/or material supphed by the contractor; that al work and/or material inchided in this Periodical Evtnate No. 38 has been inspeciad by me and/or my duly eutorized ‘OF asst and that tt hes been pert d and/os suppbed in ful with the Terms and in ihe act, drawings, plans and speciicabons, and/or duty jed or epproved by the duly agent of the T OF THE eee 1, — Date ao Prue: Viren : Date 3/6/2023 Calvert White, Co! of Sports, Perks and Recreation : Dippy signed by Tewane Adbany Nicholas cols P Tawana Albany Nicholas tention Aer inn ‘ vate 03-02-2023 —<——— a ‘Works Engineer ME: Date ‘al Property and Procurement ¥ 3/8/2023 3/21/2023 Paul E. Joseph Stadium STORED MATERIAL SUMMARY PE#38 SUBCONTRACTOR OR OPENING ADDITIONS THIS USAGE THIS CLOSING ITEM Description SUPPLIER INVENTORY PERIOD PERIOD INVENTORY Electrical Room Site 1 |Eaton POW-R-Line Equipment! USW Invi#14178 : $ 101,850.00 : $ 101,850.00 | $ 101,850.00 Totals $ 101,850.00 - $ 101,850.00 | $ 101,850.00 Ua&w PO Box 1720 Kingshill, USVI, 00851 Ph: 340-778-0012 Fax: 340-778-2545 email: klustig@gecusvi.com GEC, LLC (Paul E.Joseph Stadium) P.O. Box 1656, Kingshill St. Croix, VI 00851 CUSTOMER #: Customer PO #: Item # 01 02 03 04 05 06 07 08 09 10 11 DATE 02/26/2021 INVOICE NO. 14178 “ ATTENTION: 0000522 Ship Vis: None Description Ordered Price Each Eaton POW-R-LINE Equipment 0.00 0.00 MDP-FH ( Main Distribution Panel - 1.00 49,230.00 Electric Room) with breakers per Drawing E3.2 PNL-CL1 ( Concession 1 Panel) with 1.00 4,650.00 breakers per Drawing E3.2 PNL-CL2 ( Concession 2 Panel) with 1.00 1,650.00 breakers per Drawing E3.2 PNL-FHE { Electric Room Panel) with 1.00 9,330.00 breakers per Drawing E3.2 PNL-FH ( Electric Room Pane!) with 1.00 12,030.00 breakers per Drawing E3.2 PNL-FLE ( Electric Room Panel) with 4.00 675.00 breakers per Drawing E3.2 PNL-FL ( Electric Room Panel) with 1.00 3,360.00 breakers per Drawing E3.2 PNL-FTL ( Electric Room Panel) with 1.00 11,370.00 breakers per Drawing E3.2 MDP-LH ( Electric Room Field Lights 1.00 11,400.00 Panel) with breakers per Drawing E3.2 MPZ-LL ( Concession 1 Restrooms, hand 1.00 1,165.00 dryers,scoreboard control) with breakers per Drawing E3.2 DUE THIS INVOICE THANK YOU Amount 0.00 49,230.00 1,650.00 1,650.00 9,330.00 12,030.00 675.00 3,360.00 11,370.00 11,400.00 1,155.00 $101,850.00 MEMORANDUM TO: Nathan Simmonds Director, Finance & Administration Virgin Islands Public Finance Authority FROM: Derek Gabriel Commissioner DATE: April 19, 2023 SUBJECT: Request for Payment to GEC, LLC Transmitted herewith for partial payment is Periodical Estimate No. 39 for construction services performed by GEC, LLC for Design/Build for Paul E. Joseph Stadium and Sports Complex as outlined in Contract No. COO3SPRC15(GEC). Estimate Number Date Amount Periodical Estimate No. 39 April 12, 2023 $100,982.98 The funding source for this payment is the 2014C Gross Receipt Tax Bond. If you have any questions or concerns, please contact Kizma L. Petersen, Chief Procurement Officer, at 340.773.1290, extension 2257, or via email at kizma.petersen@dpw.vi.gov. DEPARTMENT OF PUBLIC WORKS ST. CROIX 340.773.1290 United States Virgin Islands ST. THOMAS/ST. JOHN 340.776.4844 VV April 19, 2023 Mr. John R. Wessel Managing Member GEC, LLC 13F Estate Bethlehem Kingshill, VI 00851 RE: APPROVED PERIODICAL ESTIMATE NO. 39 COO3SPRC15(GEC) — Design/Build for Paul E. Joseph Stadium and Sports Complex Dear Mr. Wessel: Transmitted herewith is approved Periodical Estimate No. 39 for services performed by your company during the period of February 11, 2023, through April 6, 2023, relative to the above referenced contract. The payment is approved in the amount of One Hundred Thousand, Nine Hundred Eighty-Two Dollars and Ninety-Eight Cents ($100,982.98). A copy of thé approved payment will be forwarded to the Virgin Islands Public Finance Authority for further processing. erek Gabriel Commissioner DG/klp CC: Department of Sports, Parks & Recreation Virgin Islands Public Finance Authority Contract File DEPARTMENT OF PUBLIC WORKS ST. CROIX 340.773.1290 United States Virgin Islands VI. ST. THOMAS/ST. JOHN 340.776.4844 GOVERNMENT OF THE VIRGIN ISLANDS PERIODICAL ESTIMATE FOR PARTIAL PAYMENT NAME OF PROJECT: Dasign-Bulld of Paul E. Joseph Stadim and Sports Complex LOCATION: BL Croix, Virgin Islands NAME OF CONTRACTOR GEC, LLC No. COO3SPRC15(GEC} PERIODICAL ESTIMATE NO, 39 1 FOR PERIOD 02-11-25 to 446-23 l | i ORIGINAL ESTIMATE COMPLETED TO DATE tem No, Datcziption of tem No.of Vahue of | 4 % Com Quantity | Unt of Measure Cost Pes Une Value aie Value Work pleted (1) (2) fe) (4) {5) (5) ?) (8) 9) (20) A |Pre-Suspension Work to 3/18/46 4 [Insurance 1 Ls $ 1,013,875.00]$ 1,013,875.00| 1.0 |$ 1,013,875.00 } $ : 100% 2 |Architectural and Engineering Fees 1 Ls $ 375,000.00 | $ 376,000.00 | 1.0 | $ 375,000.00 | $ - 100% 3 |Consulting & Permit Fees 1 us $ 107,125.00 | $ 107,125.00] 1.0 | $ 107,125.00 | $ - 100% 4 = |Contract Administration and Development ’ .s $ 300,000.00 | $ 300,000.00] 1.0 |$ 300,000.00 | $ - 100% 5 [Demolition through 3-18-15 1 Ls $ 650,000.00 | $ 650,000.00] 1.0 |$ 650,000.00 | $ . 100% 6 |Lead Abatement (Owner's Contingency) 1 Ls $ 166,500.00 | $ 166,500.00] 1.0 |% 166,500.00 | $ - 100% 7 [Mobilization 1 ts $ 162,500.00 | $ 162,500,00 | 1.0 |$ 162,500.00 | $ - 100% $ 5 Aa | True up mobilization to 10% of Contract 1 us $ 2,537,500.00)$ 2,537,500.00] 1.0 |$ 2,537,500.00/) $ - 100% B [Paul E. Joseph Stadium 1 160% Design (A&E & Civil) - Permits/Approvals 1 us $ 1,680,000.00]$ 1,660,000.00| 1.0 |$ 1,680,000.00 | $ - 100% ta |80% Design 1 is $ 300,000.00 | $ 300,000.00] 1.0 | $ 300,000.00 | $ - 100% ib [100% Design 1 LF) $ 40,000.00 | $ 40,000.00} 1.0 |$ 40,000.00 | $ - 100% 1c jAdministration During Construction t is $ 105,000.00 | $ 105,000.00] 1.0 |$ 94,500.00 | $ 10,500.00 90% 1d [Design Changes CO 10 ($94,800) & CO11 ($95,200) ‘ ls $ 190,000.00 | $ 490,000.00] 1.0 |$ 490,000.00 | $ - 100% je [Additional Design Costs CO 13 1 Ls $ 612,500.00 | $ 612,500.00] 1.0 |$ 612,500.00 | $ - 100% 2 [Foundation (Test piles and pile dasign) 1 Ls $ 167,500.00 | $ 167,500.00) 1.0 [5 167,500.00 | $ - 100% 2a |Surcharge Earthwork 1 is $ 960,000.00 | $ 960,000.00} 1.0 |$ 960,000.00 | $ - 100% 2b ge Testing 1 us $ 100,000.00 | $ 100,000.00] 71.0 |$ 100,000.60 | $ - 100% 2c |Pile Foundation ‘ is $ 3,702,300.00/$ 3,702,300.00] 1.0 ]$ 3,702,200.00|$ . 100% 2d |Mat Slab Foundation 1 ls $ 3,466,650.00}$ 3,466,650.00] 1.0 |$ 3,466,650.00) $ - 100% 3 = [Structural Stee! and Concrete Superstructure 1 Ls $ 1,603,634.25]$ 1,603.634.25| 10 | $ 1,290,375.00]$ 313,259.25 an% 8 Locker Rooms & Showers 1 us $ 200,000.00 | $ 200,000.00} 71.0 | $ 102,300.00] $ 97,700.00 51% 10 [Public Restrooms ‘ 1s $ 260,000.00 | $ 250,000.00] 1.0 )$ 174,800.00] $ 75,200,00 70% 12. |Entry Pavillion 1 Ls $ 135,000.00 | $ 135,000.00] 1.0 ]§ 106,000.00 | $ 29,000.00 79% 15 |Party Deck Area 1 ls $ 135,000.00 | $ 135,000,00] 1.0 | $ 66,100.00 | $ 48,900.00 64% 19° [Dugouts 1 us $ 155,000.00 | $ 155,000.00] 1.0 | $ 121,300.00 | $ 33,700.00 70% 20 = |Stairnways & Common Spaces 1 us $ 330,000.00 | $ 330,000.00] 1.0 [$ 251,625.00] $ 76,375.00 78% 25 |Mechanical 1 us $ 95,000.00 | $ 95,000.00] 1.0 1] $ 60,000.00 | $ 35,000.00 63% 26 Electrical ‘ Ls $ 1,100,000.001$ 1,100,000.00] 1.0 | $ 567,019.00 | $ 532,981.00 52% 28 = |Plumbing 1 Ls $ 385,000.00 | $ 365,000.00] 1.0 | $ 313,550.00] $ 71,450.00 61% C JTERRENCE MARTIN FIELD 1 |60% Design (A&E & Civil) - Permits/Approvals 1 is $ 200,000.00 | $ 200,000.00 | 1.0 |$ 200,000.00 | $ : 100% 1a |90% Design 1 Ls $ 30,000,00 | $ 30,000.00] 1.0 | $ 30,000.00 | $ - 100% 1b |100% Design 1 Ls $ 7,500.00 | $ 7,500.00] 1.0 |5 7,500.00 | $ - 100% 1¢ [Administration During Constructi 1 is $ 12,500.00 | $ 12,500.00 | 1.0 $ 12,500,00 o% ® |CRUCIAN CHRISTMAS VILLAGE 4 160% Dasign (A&E & Civil) - Permits/Approvals 1 Ls $ 136,000.00 | $ 136,000.00] 1.0 /$ 136,000.00 | $ - 100% ta |90% Design 1 ls $ 20,000.00 | $ 20,000.00] 10 |$ 20,000.00 | $ . 100% 1b |100% Design 1 ts $ 5,500.00 | $ 5,500.00] 1.0 |$ 5,500.00 | $ . 100% 1c {Administration During Construction 1 is $ 8,500.00 | $ 8,500.00} 1.0 $ 8,500.00 O% E |SITE IMPROVEMENTS 4 |60% Design (A&E & Civil) - Permits/Approvals 1 Ls $ 65,200.00 | $ 65,200.00] 1.0 |$ 65,200.00 | $ . 100% 1a 90% Design 1 is $ 110,000.00 | $ 110,000.00] 1.0 |$ 110,000.00 | $ : 100% tb }100% Design 1 us $ 13,600.00 | $ 13,600.00} 1.0 |$ 13,600.00 | $ - 100% 1e |Administration During Construction ‘ Ls $ 46,200.00 | $ 46,200.00] 1.0 |$ 46,200.00 | $ - 100% 2 = |Earlhwork & Grading 5) Ls $ 500,000.00 | $ 500,000.00] 1.0 |$ 500,000.00 | $ : 100% 7 = |Site Improvements 4 us $ 232,806.25 | $ 232,806.25] 1.0 |$ 232,806.25 | $ . 100% F {Demolition incl. Wall, Lights 1 us $ 200,000,00 | $ 200,000.00} 1.0 |$ 200,000.00 | $ . 100% G jOwner’s Contingency 1 us $ 87,109.50 | $ 87,109.50] 1.0 |$ 87,109.50 | $ : 100% H__|Extend Bultder’s Risk to 10-31-19 1 us $ 200,000.00 | $ 200,000.00] 1.0 |$ 206,000.00 | $ - 100% }Totals $__22,900,000.00 $ 21,552,934.75 | $ 1,347,065.25 SCHEDULE OF CHANGE ORDERS APPROVED CHANGE OROER COMPLETED TO DATE hem No. Descripbon of fare: Quertdy Una of Com Per Unt Vale Neo. of Valse of Uncompleted Work ‘% Com- Meawre roa: pleted i ih {3} (4) is) 18) a7] (8) is) {10) 1 Revise Corntrat from “Guaranteed 3 = 3 = 4 3 - $ ba 100% di Price” to “Lump Sum”. 2 Stage | Field Work Phase th Asch. Study $ : $ : 1 $ hd is = 100% 3 ional geotechnical investig. 5 -_Is : 1_ is -_|s : 100% 4 [Confirm 60% Design, stat 90% Design, $ - Is 2 1 Is - Is 5 100% lupsate Insurscce end Bonds, Revise SOA, Suspend Miestona Dates and Schedule, Approve PE B 5 edule of amounts for contract $ 3 - 1 $ ae : 100% 6 — |Surchatge Earthrork 3 $ 1 $ : - 106% 7 Locate Existing Utities $ - $ - 1 $ - a 100% 8 Test Pikes end Initial Earthwork 3 + is : 1 $ * : 100% 9 Phase 2 Archeological Survey by U of Alsbama $ - $ - 1 $ - . 100% 10 | Paavmat slab indin, re-dasign PE J 700 seats $ - 4s - 1 $ + * 100% 11 [Design and SOV changes fas revised budget $ - $ - 1 . - 100% 12 [Extend time, delete Bulders Risk $ =. $ - 1 a kd - 100% 13 [Revise SOA per final Drewings $ 2.00 OO 1 1,552,934,75 |S 1,347,085.25 54% 14 ii pp Contact 15 __ [Time 16 wlime Extension 2. ANALYSIS OF ADJUSTED CONTRACT AMOUNT TO DATE A Onginal contract amcunt $ 20.000,000.00 B. Plus: Additions $ 2,900,000.00 c, Less: Deductions $s = o. Adjusted coniract smount to date E3 22,900,000.00 3. ANALYSIS OF WORK PERFORMED ‘ Valve of original wentract work partormed to date (Column 8 Front} {or add secand page if spplicable} $ 21,5$2,934.75 2 Extra work performed to date 3 Total value of work performed to date $ 21,552,034.75 4 Add Materials stored at clots of this pened (Atteched detailed achedulei $ 101,850.00 3 Less: Amount retained 3 ‘206,091.91 6 Net amount earned on contract work te date ee 21.358,692.84 7 Other deductioni: etait ae = aos _ 8 Less: Amount of pievious payments s—_ 21,255, 709.85 e BALANCE DUE THIS PAYMENT $ 100,962.98 4. CERTIFICATION OF CONTRACTOR According lo the best of my knowledge and belief, I cerbly that sil items and amounts shown an the face of this Periodicel Estimate are correct, thai all work has been performed and/or sxatenal supphed in ful secordence with the Terms and Condtions of the Contract batween the GOVERNMENT OF THE VIRGIN ISLANDS: ond GEC, LLC dated 44019 , 2014 _andéor duly authorized tComrpceer) (Cortect Det) 5 u . andlor additions, that the falkeaing ii a true and currect statement of the contrac! amount up to snd including the! day of ey ical Estimate, and that no pert of tha “Balance Due This Payment” has deen recelved. GEC, LLC By —- {Contractor) John R., Wessd 4-12-23 Tite Masai Herbs {Oate) 5. CERTIFICATION OF AUTHORIZED T REP | cartify that ( have checkad end verified this Periodical Estimaie No. 39 for the period of has bean performed and/or material supped by the contractor, that elf work and/or meterial included in this Periodical Estimate No, 39 fepraseniative or assiitants and that * has been performed and/or supplied in full accords with tie Ts and Conditions of the QA112023 hat been inspected by me and/or my duly authorized through Inclusive, that to the best of my knowledge and belief ii a true snd Correct atatement of work periormed andior material supplied by the contractor, that al work srd/or material inctuded im this Pesiodical Estimate 4672023 nally app by the duly contract, di gs, plans pnd agent of ihe GC cWMerke cel Coencrinsinnes nf ipecta, Parts and Recreabon —Tisnolas c: Di con ovat Albtig ead 0m eer mrarcinetirn 80 FS Dow 216 273359 00. Dapariment of Pubic Works Engineer NIA of Viegin Hitands D: ‘it Property end Praterement andion duly OF THE VIRGIN ISLANOS owe 4/19/2023 Date 04-14-2023 Date 04-14-2023 pate N/A DBOVERIMENT OF THE VERO LANDS PERIOOICAL ESTIMATE FOR PARTIAL PAYMENT CONTRACTOR WORKSHEET HAME OF PROMECT: De LOCATION: 4 Cruie, Virgin Intarnh NAME OF CONTRACTOR onc, uc Contruct be, SSP HOEC) PERIODICAL ESTIMATE NO. 39 FOR PERIOD. 2821104423 Lan np * $ ap $Completethis | § Completed to tem Description of Rem Value Bub-Value — this PE to-date previous PE date Retainage Tvelainege Previously te, sed. ‘A |Pre-Suspenston Work to WIM18 ‘ InerEnce S$ 1,013,675.00 100% 100% $ 1,013,875.00 $ = 1,013,875,00 . 2 Avetetiectural and Engineeting Fees $ = 375,000.00 100% 100% $ 375,000.00 $ 375,000.00 . > Consulting & Perma Fees $3 = 107,125.00 100% 100% $ 107,128.00 & 107,125.00 . 4 Cortract Administration and Development $ *®oMOD 100% 100% $ 310,000.00 $ 300,000.00 . $ [Demotsion through 3.1815 $ 650,000.00 100% 100% $ © 650,000.00 s 680,000.00 . 6 Lend Abatement (Owner's Contingency) $ 166,500.00 100% 100% $ = 166,500.00 $ 166,500.00 - ? i $ = 162,500.00 100% 100% $ = §©6162500.00 3 162500.00 - An | True up mobilization to 10% of Contract $§ 2,537,500.00 100% 100% $ 2537.00.00 3 2,$37,506.00 - 8 Paul E. Joseph Stadium 1 60% Design {ASE & Civil) Pp $ t 100% 100% 3 1,680,000.00 3 -1,680,000.00 . ta [90% Design $ 320,002.00 100% 100% $ 300,000.00 $ 300,000.00 . wm 100% Design $ 46,000,00 100%, 100% $ 40,000.00 $ 40,000.00 * te Adminisiretion Ouing Construction $ 106,000.00 ae 1.00% 3% $ 93,450.00 § 1,050.00 | $ 94,500.00 1 > 9,450.00 WW Owsign Changes CO 10 194.000 & CO11 (395.200) $ 190,000.00 100% 100% $ = 190,000.00 $ 199,000.00 " le Adkational Design Cosis CO 13 $ $12,500.00 100% 100% $ = §©6612,500.00 $ 612,500.00 . 2 Foursstation {Tet piles and pte design) $ = 167,500.00 100% 100% S$ 167,500.00 $ 167,500,00 . a Surcharge Easthwrork $ 960,000.00 100% 100% $ 960,900.00 $ 960,000.00 . a Af $ — 400,000.00 100% 100% $ 109,000.00 $ 100,000.00 . z Pike Fourdetion $ 3.702,20000 100% 100% $ 3.702,300,00 $ = ©3,702,300.00 . r) isAal Slab Fourdiation. $ 2496,660.00 100% 100% $ 3,486,650.00 3 3.466.650.00 . Structural Steel and Concreis Superstructure, 3 |Superstnecture $ 1,600,634.25 Ky Concrate and tebas matetial $ 250,00000/ 100% 100% $ =©6250,000.00 + 250,000.00 | $ 000.20 = Concrete and sebas installation om Bi[Lina B wall fom Line 3 to 01 * 9.3% of $ 41,650.00] 100% 100% s 41,260.00 $ 41,850,001 $ 4,185.00 Ibi] Line B wall kom Line 7.4 to 18 = 9.3% of 3b $ 41,850.00] 100% 100% $ 41,860.00 $ 41,856.00 1 $ 4185.00 ‘Soiii]Une B hall roof from Line 3 6 OF 2 6.9% of eb $ 31,060.00 2.0% 100%, 100% 5 “5 31,060.00 | $ 31,0000] $ 3,106.00 ‘Bdiv[Line & hell coo! from Line 7.1 bo 18 = 6.9% of $ 31,060.00) 0.0% Be we $ [8 29.497 50 | $ 29,49750/5 2,949.73 Bev] Line & hall wall from Line 3 to O1 = 3.9% of 3 $ 17,560.00 xe os 100% $ 5,265.00 | $ 12,285.00 | $ 7500015 1,735.00 ‘2ovil Line B hall wall from Ling 7,1 to 18 = 3.9% of 3 617,550.00] G0% 100% 100% $ +8 17,560.00 | $ 17,550.00 | $ 1,755.00 Sbvti| Pavilion concrete beams = 20% of 3b $ 90,000.00 5% 50% 100% $ 5,500.00] S$ 4500.00] 3 90,000.00 | $ 9,000.00 |Paviion concrete elab = 33% of 3b ( B pours) $ -]t . $ -[s - A[Pow 1 3 1856250) 00% 19.0% 15% $ “|% 2,764.81 $ 2,784.38 5 278.44 Pour 2 3 1846250] GOK 1S.0% 15% 3 “]s 2.70438) 5 2.784.381 3 276.44 Pou 3 $ 1856250] 0.0% 5.0% 15% $ “3s 2,784.38 ]$ 2,784,380 | $ mea Pou 4 3 18,56250 20% 15.0% 15% $ -|$ 2784.3 |5 2.78438 1% wee Pou 5 3 1656250 om $ -|$ 7 Us 4s - Pow 6 $ 16,562.50 mn s ~s . $ |$ : Pou 7 $ «18,562.50 ad $ -|$ . 3 -1$ : Pos 8 3 «1856250 oo” 3 -|8 a $ -|5 iS Elevator shaft = 6.8% of 3b $ 360000] GH 65% 5 19,890,00 | $ - $ 19,890.00 | $ 1.369.00 Struct sleeltoot tor bleachers material $ 740,000.00 1 100% 100% $ 740,000.00 $ 740,000.00 | $ 74,000.00 Struct slaethoot for bleachers install 4186S mm $ “1s $ |s 0 $ . $ 200,000.00 3 75,800.00] 100% 100% 3 75,000.00 $ 75,000.00 | $ 7,580.00 $ 68,700.00 om” $ -} - [4 +|3 . $ 3,500.00) 100% 10% $ B5000 $ 26,500.00 | $ 2,650.00 3 29,000.00 mm $ “| - st “|5 - $ 2e00000 S$ 80,000.00] 100% 100% $ 80,000.00 3 60,000.00 | $ 6,000.00 $ 15,200.00 o% $ -|5 . $ -|% J S 94,200.00] 100% s0O% $ 94,600.00 $ 94,800.00 | $ 9.480.00 $ 60,000.00 % $ -|$ - 7s “7s : % 1% c0aco $ 54,000.00 100% 100% $ 54,000.00 $ 54,000.00 | $ 5,400.00 $ «9,000.00 % $ -|t s -|s S $ 3200000] 100% 100% $ 32,000.00 3 32,000.00 | $ 3,200.00 $s 40,000.00] SOK 5m $ 20.000,00 $ 20,000.00 | $ 2,000.06 3 138,000.00 $ 48,600.00] 100% 100% $ 48,600.00 48,600.00 |S 4,860,000 $ 26,400.00 o% $ -|s . ' “4s * $ «3750000] 100% 100% $ 37,500.00 3 70.0013 3,750.00 $ 2250.00 ms s 7s . s “4s ° 3 = 155,000.00 3 $3,000.00; 100% 100% $ $3,000.00 3 53,000.00 | $ 5.40.00 3 6200000) 6% 66% $ 63,300.00 | $ - | 53,000.00 | $ $.330.00 $ 15,000.00 100% 100% $ 15,000.00 + 15,000,001 $ 1500,00 $ ©$,000,.00 ™* $ -|3 3 ds a 3 =©6130,000.0 $ 80,000.00] 100% 100% + 80,000.00 3 60,000.00 | $ 8,000.00 3 150,000.00 ane ae 3 9,000.00 | § : 3 90,000.00 | $ 9,000.00 $ 22,600.00] 100% oe $ 22,500.00 $ 22,500.00 | $ 220.0 3 17,500.00 hd 5% $ 16,625.00 | $ - + 16,625.00 | $ 1.56250 $ 42,500.00; 100% 100% $ 42.00.00 5 42,500.00 | $ 4250.00 $ 17,500.00 o% $ -|3 . 3 “4s I % $ 95,000.00 o% $ 60,000.00] 100% 100% $ 60,000.00 % 60,000.00 | $ 6,000.00 S$ 3,000.00 om $ +] . + -|5 - ™ x $ 1,100,000.00 om” 26a |ight Fores material $ 101,000.00} 100% 100% $ = 101,000,00 $ 101,000.00] $ 10,100.00 2 Vive material $ 191,000.00 100% 100% 3 491,000.00 3 191,000.00 ] $ 19,100,200 2c [Service Entrance material 3 86,000.00] 100% 1 $ 66,000.00 $s 85,000.00 | $ 6.60000 26d [Cordut material S$ 88.000.00] 100% 100% 3 88,000.00 $ 68,000.00 1$ 6,800.00 Be = {Distribution equipment S$ 101,850.00 om $ . $ -|s - 26b1m [Electrical labor - siructre O% 26t-1b [Rougtin below concourse level slab 3 36,000.00 om s 27,519.00 $ ‘27-519.00 1 $ 2751.90 2Btle [Concourse tevel 3 = 45,000.00 o% ‘261-14 [Public restroom toughen 3 45,000.00 oN 26t-1e [Locker room roughin: $ 40,000.00 om ‘26t-1t [Electrical room irataliation $ 70,000.00 o% 2Et1g [Concourse level reatooms rough-in $ 40,000.00 nm 261-th =| Lighting instalietion beld level $ 50,000.00 m% Zt-1l |Lighting installstion concourse level $ 40,000.00 om 26t4j [Conduit runs to eld bghting 3 73,650.00 om ‘26-2 [mat slab rougtyin per CO 10 3 73.500.00| 100% 100% s 73,500.00] $ - $ 73,500.00 . oN 2 % «385,000.00 o% Za [Plumbing matenal $ 9856000] 100% 100% $ ‘98,550.00 $ 98,560.00 | $ 3.06.00 28 =| Plumbing labor - mat wab $ 219,000.00] 100% 100% $ 215.c0n00/$ s 245,000.00 . 26¢ | Plumbing fabor pubtic restrooms & concessions 4 Boon ~~ 28d | Plumbing labor locker room $ 2.00000 % Be I $ «21,450.00 om ™% c TERRENCE MARTIN FIELO O% 1 }G0% Design (ASE & Crvi - \ppe $ 100% 100% 3 200,000.00 4 200,000.00 . ta [90% Design s 0,000.00 100% 100% $ 30,000.00 3 30,000.00 , to 100% Dasign $ 7,500.00 100% 100% $ 7,500.00 $ 7.00.00 . te [Admiristrabon Dising Construction $ 12,500.00 nm 3 ed S $ o mm VILLAGE m% 160% Design {ASE & Civil) - i s 100% 100% $ = 136,000.00 $ 136,000.00 . Design $ 20,000.00 100% 100% $ 20,000.00 $ ‘20.000.00 . 100% Design $ 5,500.00 1% 100% $ 5,500.00 3 5,500.00 . JAdmirsatraton Curing Comiruction $ 8,502.00 Dd $ 78 - $ . om SITE IMPROVEMENTS om 160% Design (ABE & Civil) - PermitwAppravals $ 65,200.00 00% 100% $ 20000 s 5,200.00 c 90% Design $ = 140,000.00 100% 100% $ 110,000.00 $ 110,000.00 * 100% Design 5 13,600.00 100% 100% $ 13,600.00 + 13,600.00 - Administration During Conatruction $ 48,200.00 100% 100% + 6.20.00 $ 46,200.00 . Earthwork & Grading $ $00,000.00 100% 100% $ = 900,000.00 $ 500,000,00° . |SAe Improvemerts S$ 232,006.25 100% 100% 3 =: 232,006.25 $ 232,806.25 . om $ : [Demotition incl Wal, Lights $ 20,000.00 100% 100% $ =©200,000.00 $ (206,000.00 . Owner's Contingency $ 67,109.50 100%. 100% $ 87,109,50 $ FF.A09.50 . Extend Builder's Risk to 10-31-19 $ 20,006.00 100% 100% $ 200,000.00 3 200,000.00 . TOTAL $22,900,000.60 32 MSGS075 |S 10707000 |S 5529375 |S 787,908.51 Retainage on stored $10,185.00. Total Rateirege PE Kd S 296,091.91 Paul E. Joseph Stadium STORED MATERIAL SUMMARY PE#39 SUBCONTRACTOR OR OPENING ADDITIONS THIS USAGE THIS CLOSING ITEM Description SUPPLIER INVENTORY PERIOD PERIOD INVENTORY Electrical Room Site 4_|Eaton POW-R-Line Equipment USW lev# 14178 : $ 101,850.00 : $ 101,850.00 | $ 101,850.00 Totals $ 101.850.60 . $ 101,850.00 | $ 101,850.00