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Vi/ MEMORANDUM TO: Nathan Simmonds, Director, Finance & Administration Virgin Islands Public Finance Authority FROM: Derek cob tee Commissioner DATE: September 29, 2025 SUBJECT: Request for Payment to GEC, LLC Transmitted herewith for partial payment is Periodical Estimate No. 48 for construction services performed by GEC, LLC for Design/Build for Paul E. Joseph Stadium and Sports Complex as outlined in Contract No. COO3SPRC 15(GEC). Estimate Number Date Amount Periodical Estimate No. 48 September 23, 2025 $22,899.05 The funding source for this payment is the Internal Revenue Matching Funds pursuant to Act No. 8326. If you have any questions or concerns, please contact Kizma L. Petersen, Chief Procurement Officer, at 340.773.1290, extension 2208, or via email at kizma.petersen@dpw.vi.gov. DEPARTMENT OF PUBLIC WORKS SH (GOIN Sst 7/7/5). || ZA2%0) United States Virgin Islands DB | GG ST. THOMAS/SST. JOHN 340.776.4844 VV September 29, 2025 Mr. John R. Wessel Managing Member GEC, LLC 13F Estate Bethlehem Kingshill, Vi 00851 RE: APPROVED PERIODICAL ESTIMATE NO. 48 COO3SPRC15(GEC) - Design/Build for Paul E. Joseph Stadium and Sports Complex Dear Mr. Wessel: Transmitted herewith is approved Periodical Estimate No. 48 for services performed by your company during the period of July 16, 2025, through September 23, 2025, relative to the above referenced contract. The payment is approved in the amount of Twenty-Two Thousand, Eight Hundred NinetyNine Dollars and Five Cents ($22,899.05). A copy of the approved payment will be forwarded to the Virgin Islands Public Finance Authority for further processing. Sincerely, Tadd Commissioner DG/klip/yb CC: Department of Sports, Parks & Recreation Virgin Islands Public Finance Authority Contract File DEPARTMENT OF PUBLIC WORKS ST. CROIX 340.773.1290 Unitecl States Virgin Islaads ST. THOMAS/ST. JOHIN 340.776.4844 GOVERNMENT OF THE VIRGIN ISLANDS PERIODICAL ESTIMATE FOR PARTIAL PAYMENT NAME OF PROJECT: Design-Bulid of Paul E. Joseph Stadim and Sports Complex LOCATION: St. Croix, Virgin Islands NAME OF CONTRACTOR GEC, LLC ContractNo. —_COO3SPRC15{GEC) PERIODICAL ESTIMATE NO. 48 FOR PERIOD 7-46-25 t 9-23-25 | | | 7 ORIGINAL ESTIMATE COMPLETED TO DATE ee oe Labo eet olen Quantity | Una cttieoure] Cost Par Unit Value ne Value Work pleted a) (2) (3) {4) 5} 6} (7) {8) (9) (10) A |Pre-Suspension Work to 3/16/16 4 |Insurance 1 us $ 1,013,875.00]$ 1,013,875.00] 10 |$ 1,013,875.00]$ : 100% 2 |Architectural and Engineering Fees 1 us $ 375,000.00 | $ 375,000.00} 1.0 |$ 375,000.00 | $ : 100% 3 {Consulling & Permit Fees 1 us $ 107,125.00 | $ 107,125.00} 1.0 |$ 107,125.00 | $ : 100% 4 Contract Administration and Development 1 Ls $ 300,000.00 | $ 300,000.00] 10 |$ 300,000.00 | $ . 100% 5 |Demolition tnrough 3-18-15 1 Ls $ 650,000.00 | $ 650,000.00] 10 |$ 650,000.00 | $ . 100% 6 |Lead Abatement (Owner's Contingency) 1 Ls $ 166,500.00 | $ 166,500.00] 10 |$ 166,500.00 | $ - 100% 7 [Mobilization 1 is $ 162,500.00 | $ 162,500.00! 10 |$ 162,500.00 | $ : 100% $ - Aa | True up mobllization to 10% of Contract 1 1s $ 2,537,500.00] $ 2,537,500.00] 1.0 |$ 2,537,500.00) $ 5 100% & |Paul E. Joseph Stadium 4 160% Design (A&E & Civil) - Permits/Approvals 1 us $ 1,680,000.00]$ 1,680,000.00] 1.0 |$ 1,680,000.00/ $ - 100% 1a |90% Design 1 us $ 300,000.00 | $ 300,000.00] 1.0 | $ 300,000.00 | $ - 100% 4b 1100% Design 4 us $ 40,000.00 | $ 40,000.00] 10 |$ 40,000.00 | $ - 100% 1c |Administration During Construction 1 is $ 105,000.06 | $ 105,000.00; 1.0 1$ 102,172.07 | $ 2,827.93 97.07% 1d [Design Changes CO 10 ($94,800) & CO14 ($95,200) 1 us $ 190,000.00 | $ 190,000.00] 10 |$ 190,000.00 | $ - 100% 1e |Additional Design Cosis CO 13 1 ls $ 612,500.00 | $ 612,500.00] 1.0 |$ 612,500.00 | $ - 100% 2. |Foundation (Test piles and pile design) 1 ls $ 167,500.00 | $ 167,500.00] 1.0 |$ 167,500.00 | $ - 100% 2a Surcharge Earthwork 1 us $ 960,000.00 | $ 960,000.00) 1.0 |$ 960,000.00 | $ - 100% 2b | Surcharge Testing 4 us $ 100,000.00 | $ 100,000.00] 1.0 |$ 100,000.00 | $ . 100% 2c {Pile Foundation 1 is $ 3,702,300.00)$ 3,702,300.00] 1.0 | $ 3,702,300.00 | $ . 100% 2d |Mat Slab Foundation . 1 Ls $ 3,466,650.00|$ 3,466650.00] 1.0 |$ 3,466,650.00|$ . 100% 3. | Structural Steel and Concrete Superstructure 1 us $ 1,603,634.256]$ 1,603,634.25] 10 | $ 1,586,725.69]$ 16,908.56 20% 8 |Locker Rooms & Showers 4 us $ 200,000.00 | $ 200,000.00] 71.0 | $ 161,000.00 | $ 39,000.00 81% 40 |Public Restrooms 1 us $ 250,000.00 | $ 250,000.00} 1.0 | $ 187,300.00 } $ 62,700.00 75% 12 JEntry Pavillion 1 Ls $ 135,000.00 | $ 135,000.00] 10 | $ 135,000.00 | $ - 100% 15 |Party Deck Area 1 Ls $ 135,000.00 | $ 135,000.00] 41.0 | $ 112,500.00] $ 22,500.00 83% 49 |Dugouts 1 Ls $ 455,000.00 | $ 155,000.00] 10 | $ 150,000.00] $ 5,000.00 97% 20 |Stainways & Common Spaces 1 us $ 330,000.00 | $ 330,000.00] 10 | $ 312,500.00) $ 17,500.00 95% 25 |Mechanical 1 is $ 95,000.00 | $ 95,000.00} 1.0 | $ 60,000.00 | $ 35,000.00 63% 26 = |Electricat 1 us $ 1,100,000.00;$ 1,100,000.00] 1.0 | $ 914,020.001$ 185,980.00 83% 28 = |Plumbing 1 Ls $ 385,000.00 | $ 385,000.00] 1.0 | $ 349,275.00] $ 35,725.00 o1% C |TERRENCE MARTIN FIELD 1 |60% Design (A&E & Civil) - Parmils/Approvals 1 us $ 200,000.00 | $ 200,000.00] 1.0 |$ 200,000.00 | $ - 100% ta |90% Design 4 1s $ 30,000.00 | $ 30,000.00} 1.0 |$ 30,000.00 | $ - 100% 1b }100% Design 1 us $ 7,500.00 | $ 7,500.00] 1.0 |$ 7,500.00 | $ - 100% 1¢ Administration During Construction 1 Ls $ 12,500.00 | $ 12,500.00] 1.0 |$ -|$ 12,500.00 O% D |CRUCIAN CHRISTMAS VILLAGE 4 160% Design (A&E & Civil} - Permils/Approvals 4 Ls $ 136,000.00 | $ 136,000.00] 1.0 |$ 136,000.00 | $ - 100% ja 180% 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 | $ 5 100% 1c¢ |Administralion During Construction 1 Ls $ 8,500.00 | $ 8,500.00] 1.0 |$ -|$ 8,500.00 o% E |SITE IMPROVEMENTS 1 |60% Design (A&E & Civil) - Permits/Approvals 1 Ls $ 65,200.00 | $ 65,200.00} 1.0 |$ 65,200.00 | $ - 100% 1a |80% Design 1 us $ 110,000.00 | $ 110,000.00] 1.0 |$ 110,000.00 | $ - 100% 1b 100% Design 1 us $ 13,600,00 | $ 13,600.00} 1.0 |$ 43,600.00 | $ - 100% te |Administration During Construction 1 us $ 46,200.00 | $ 46,200.00] 1.0 |$ 46,200.00 | $ - 100% 2 = |Earlhwork & Grading 1 is $ 500,000.00 | $ 500,000.00} 1.0 |$ 500,000.00 | $ - 100% 7 |Site Improvements 1 Ls $ 232,806.25 | $ 232,806.25] 1.0 |$ 232,806.25 | $ : 100% F |Demotition incl, Wall, Lights ls $ 200,000.00 | $ 200,000.00] 1.0 /$ 200,000.00 | $ . 100% G [Owner's Contingency 1 us $ 87,109.50 | $ 87,109.50] 1.0 |$ 87,109.50 | $ : 100% H Extend Builder'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 $_22,455,858.51 | $ 444,141.49 SCHEDULE OF CHANGE ORDERS APPROVED CHANGE ORDER COMPLETED TO DATE ‘Rem No. Description of Hem ‘Quantity Una of Cost Por Unt Value No. of Value Velum of Uncompisied Work % Care Moaure Units pleted (1) (2) (3) {4) 45} (6) @ (8) (31 (10) 4 Revise Contra from “Guaranteed $ : $ 1 $ ‘ $ 100% | Maximum Price” to "Lump Sum” 2 __ | Stage | Field Work Phase ll Arch. Study $ - |s 1s $ WO% 3 ional g investig $ - Is 1 Ts -_|s 100% 4 —_ [Confirm 60% Design, slart 90% Design, $ - Is 1 |s - [8 100% update and Bonds, Revise SOA, usp. Dates and Sched Approve PE B 5 _ [Schedule of amounts for contract pay $ - |$ 1 $ -_|s : 100% 6 9 $ -_|$ 1 $ -_ |$ 100% 7 |Locate Existing Utiities 3 - |$ 1 $ $ 100% 8 |Time $ -_|s 1_{s «_|s 100% 9 [Phase 2 gical Survey by U of Alabama $ $ 1 {$s »_|s 100% 10 __|Pileémat slab fnattn, re-design PEJ 700 seats $ -_|s 1 |s $ : 100% 11_ [Design and SOV changes for revised budget $ - Is 1_|s $ : 100% 12 [Extend time, delete Buiders Risk $ -_ [$s 1 $ $ . 100% 13 Revise SOA per final Drawings $ - |$ 2.900,000.00 4 $ 2,455,858.511$ 444,144.49 85% 14 1g Supp Contract 100% 15 __j Time Extension 100% 16 — Ichange all aluminum bleachers to concrete steps. risers, as 17 [Changs walls trom drywall 10 cmu diock 100% 18 [Time Extension 100% 19 [Time Extension 100% 20 {Time Extension 100% 21 |No cost Ala Carte 100% 22 | Supplemental 2 100% 23 [Time Extension 100% 24 |Time 100% 2. ANALYSIS OF ADJUSTED CONTRACT AMOUNT TO DATE A Original contract amount $ 20,000,000.00 B. Plus: Additions $ 2.900,000.00 C. Less: Deductions $ : D. Adjusted contract amount to date $ 22.900,000.00 3. ANALYSIS OF WORK PERFORMED 1 Value of original contract work performed to date {Column 8 Front) (or add second page if applicable) $ 22,455 858 51 2 Extra work performed to date 3 Total value of work performed to date $ 22,455,858 54 4 AGA: Materials stored at close of this period (Attached detailed schedule} 5 Less: Amount retained $ 378,199.28 6 Nel amount eamed on contract work to dale s 22,977 659.23 7 Other deductions 8 = Legs: Amount of previous payments $ 22,054, 760.18 9 BALANCE DUE THIS PAYMENT $ 22,899.06 A. CERTIFICATION OF CONTRACTOR According lo the best of my knowledge and belief, | certity that all dems and amounts shown on the face of this Periodical Estimate are correct, that afl work has been performed and/or material euppiied in full accordance with the Terms and Conditions of the Cantract between the GOVERNMENT OF THE VIRGIN ISLANDS and GEC, LLC dated Contractor andor “Balance Due This Payment’ has been received GEC.ULC (Contractor) 232025 {Date} 14-19 ‘Renwract Dee) m4 that the following ix a us and correct slatement of the contract amound up to and including tre leet day of the je and thal no part of the _ and/or duly authorized Vr John R., Weasel Managing Member §. CERTIFICATION OF AUTHORIZED GOVERNMENT REPRESENTATIVE | cestify that | have checked and verified this Periodical Estimate No, 43 for the period of 44672025 through 9232025 inclusive; that to the best of my knowtedge and belief it is @ true and correct statement of work performed andior material supplied by lhe contractor, that ail work and/or material included in this Periodical Estimate has been performed and/or material supplied by the contractor, that all work and/or material inchded in this Periodical Estimate No 46 has been Inspected by me and/or my duly authorized representative or assistants and that it has been performed and/or supplied in full accordance with the Terms and C: jones of the contract, plans ari andior duly proved by the duly agent of the GOVERNMENT OF THE VIRGIPRISLANI Date aha NIA Derek A Gabriel, Commissioner Ff Pubke Works 2 N/A Pursuant to DPP Memorandum No. 005-2023 Vincent Roberts. Comenissioner Nominee of Sports. Parks and Recreation Date Date 09-25-2025 a. a flutlan ArchReécvEngineer OOVERMMEST OF THE VIRGIN HLANDS PERIODICAL ESTIMATE FOR FAXTUAL PAYMENT CONTRACTOR WORKSHEET NAME OF ROAECT: Oe of Paul stadia and a ADCATION: 0 Graf, Virgin Inland HAME OF CONTRACTOR ec Lc Contryct No. CONSPREINOER PERUOOICAL ESTIMATE NO. 48 POR PERIOD, TAGRETS bo 0.23.25 hem Deseripiton of ttemn Value Sub-Velus eae [dere asa | fn u S Complete this | § Compieted (o date Retainage a : coe | _ thie PE to date previous PE a *rabenage previously tt teleased A Pre-Suspension Work to 31816 1 |Ineurance $ 1,013,875.00 100% 100%. $ 1,013,875.00 ’ 1013878 00 . 2 | Avetniectural and Engineering Fees $ 375,000.00 100% 100% $ 375,000.00 $ 378,000.00 . 3 [Cormutting & Pent Fees $ = 107,125.00 100% 100% $ 107,125.00 $ 107,135.00 . 4 [Contract Administration end Oevelopmert $3 = 300,000.00 100% 100% $ 300,000.00 $ 300,000.00 . 5 — [Demolition through 3-18-15 $ 650,000.00 100% 100% $ $0,000.00 $ 680,000 60 . & — [Lend Abatement (Owner's Cortingency} $ 166,500.00 100%, 100% $ 166,500.00 3 166,500 00 . 7 Mabiiiration $ 162,500.00 100% 100% $ 162,500.00 3 182500 00. . Aa = | True up mobilization to 10% of Contract 3 =2537.500.00 100% 100% $ 253750000 $ 2,537 500-00 . 8 IP eul €. Joseph Stadium 1 [60% Denign (ASE & Cini - s4 100% 00% =| $ 1.680,00000 $ 1,630,000 00 ° te [90% Design $ 30000000 100% 100% $ = ~wo0cD00 3 300,000.00 - To [100% Design $ 40,000.00 100% 100% 3 48,000.00 3 40,002.00 . ic i Oring in $ 105,000.00 87 230% Qo0ess | «97. 207% 3 102,100.67) $ 7140/3 W217207 | $ 10.2172 1d | Getign Changes CO 10 (594,800) & OO11 ($95. 200) 3 190,000 00 100% 100% $ = 190,000 00 5 190,000: 00 . 1g | Additional Design Costs CO 13 $ = =©612500.00 100% 100% $ 61250000 $ 692,500.00 . 2 Famdabon (Test piles and pie design) 3 167,500.00 100% 100% $ «© 167.500.00 $ 167,500.00 - 2a [Surcharge Earthwork $ 980,000.60 100% 100% 3 = 960,000.00 $ ‘960,000.00 . 2 | Surcharge Testing $ 100,000.00. 100% 100% $ = 100,000.00 $ 100,000.00 . 2c | Pile Foundation 3 3,702,30000 100% 100% $ 3,702,300.00 $ 3,70200.00 . 23 | Mat Sieb Foundation $ 3,466,65000 100% 100% $ 3.466,660.00 $ 3,466,650.00 . Ey Coner sober material + 250.000.00] 100% 100% % 3 250,000 00| $ 3,000.00 3 [Concrete end seber installation Mil Line B wail from Line 319 01 = 9.3% of 3b $ 4186000] 100% 100% s $ 41,650.00] 3 4,185.00 ‘3oli] Line 8 wall from Ling 7.1 to 16 = 9.3% of 3b. $ 41,850.00] 100% 100% $ $ 41,85000] 3 4,185.00 Joa] Line B hall root fom Lina 34001 = 6.9% of ab $ =31,06000] 100% 100% $ $ : $ 34,05000] 5 3.106.00 Div] Line B hail roc from Line 7 1 lo 18 = 6.5% of 3b $ 3.05000] 100% 100% $ $ . $ 31.05000] $ 3.16.00 3dv] Ling B hell wall from Line 3 to O1 = 3.9% of 3b $ 1755000) 100% VO $ s . $ 4758000) $ 175600 evi Line 6 hall wall from Line 7.1 10 18 = 3.9% of 3a 3 17,560.00] 100% 100% $ $ . 3 175500015 1.79600 Sovii| Pavilion concrete beams = 20% of 3b $ 8000000] 100% 100% $ 3 . 3 90,000.00 | $ 900000 rd Pavilion concrele slab » 33% of 3b (8 pours) Sovid -1) Pour + $ 1856250] 100% 100% 5 $ . $ 18,562.50 | $ 4856.25 Sv -2] Pour 2 $ 1856250] 100% 100% $ $ . $ 1856290 | $ 1,856.25 evil -2]Pour3 $ 1856250] 100% 100% $ $ : $ 1856250) $ 1,856.25 ‘Jovi -4| Pow 4 $ 1856250] 100% 100% $ s . $ 1856250 | $ 1,856.25 Jovil -5] Pour 5 $ 1856250] 100% 100% $ $ - $ 18,56250 | $ 1.6 Bovikt 6|Pour 6 $ 1856250] 100% 100% $ 3 - $ 18,562 50] $ 1,656 25, ‘Dovid -7]/Pour 7 $ 1656250] 100% 100% $ 3 : 3 18,562 50] $ 1866 2S Povili 6] Pour 8 3 185625] 100% 100% s 3 . 3 18,562 50] $ 16625 woe [Elevator shoft = 68% of 3b 3 3060000) 100% 100% $ 3 . $ 30,600.00] $ 3.060.00 x Struct eleeWioof for bleachers material $ 740,000.00) 100% 100% $ $ . $ 740.000 00 | $ 74.0000 MM] Struct steeUroo! lor bleachars ingtalt $ 1693.6U BG 3dt] Steet for toot - ingtall $ 4563425 Kh 36.00% TE% $ $ 15,971.99] $ 34,225.69 | $ 3.42257 Mi R-panal for roof- install (inchsdes purtina) $ 10,000.00 45.00% 48% $ $ 4500.00] $ 4500.00 | $ 45000 ‘3dili] 12 concrete pours - 1o support roof structure $ 106.000.00] 100% 100% $ 3 : 3 108,000.00 | $ 10,800.00 a 3 200,000.00 Ge $ «75,80000/ 100% 100% 3 75,000.00 | $ . 3 75,800.00 | $ 7580.00 & $ 4200000 100% 100%. 3 42,000.00 | $ : $ 42,000.00 | $ 4,200.00 Be 3% 2650000) 100% 100% $ 2650000] $ - $ 25,500.00} $ 2,650.00 8d $ 29,000.00 oo” 3 $ - $ -|$ =: Be $ 16,700.00] 100% 100% $ = 16,700.00] $ - [8 16,700.00] $ 1.67000 at $ =©6.000.00 om 3 $ . $ -|3 = & $ 2.00000 % $ 3 - [8 -|3 : Ww 3 250,000.00 1m 3 8000000] 100% 100% $ = 80,000.00] $ ~ Is 86,000.00] $ 8,000.00 1 S$ 15,200.00 om $ -|$ . 3 -[$ - 106 $ 9400000] 100% 100% 3 «= Sa.g00co | $ ~ |s 94,000.00 | § §,480.00 10d $ 50,000.00 5.00% 5% 3 -|3 2.50000] $ 2.50000] $ 25000 108 $ 10,000.00] 100% 100% $ 10,000.00 5 0,000.00 | $ 1,000.00 ndesior block walls Ese suppemental SOY 11{a) 12 | Entry Payiition 3 = 135,000.00 12a }Gat» material $ 5400000] 100% 100% 3 54,000.00] $ ® % 5400000] § 5,400.00 12h | Gate irmtallation $ 8000.00] 100% 100% s 9,000.00 3 9,00000] $ $00.00 42¢ | Concrete and rebar material 3 3200000] 100% 100% s 32,000.00 | $ % 3200000] $ 3.200.00 or] and $ 4000000) 100% 100% $ 40,000.00 $ 40.00000 | $ 4,000.00 16 $ 135,000.00 15a |Resisoom roofs material $ 48,60000] 100% 100% $ 48.60000] $ $ 48,600.00 | § 4,880.00 15% | Restroom roofs inmaiatabon $ 20,000.c0 90% 10.00% 100%, $ 18,000.00 | $ 200000] $ 20,00000] § 2,000 00 15c | Raifing material $ 3750000] 100% 100% 5 37.500.00] $ 3 37000] $ 3,750.00 45d Raiding inataltaton $ 25000 om $ 3 3 +|$ Z Se [Paint $ 40000 100.00% 100% $ $ 400.00} $ 400.001 $ 40.00 154 Tintestor biock walls at restrooms 3 600000) 100% 100% $ 6,000.00] $ $ 6,200 00 | $ eco 19 |Dusoute $ 185,000.00 19— [Concrete and tebar material $ 5300000] 10% 100% $ $3,000.00] $ 3 $3.000001 $ 5.30000 19% = |Concrale and teber inataliation $ 82,000.00) 100% 100% 3 62,000.00 | $ 5 62,000.00 | $ 6.20000 19 | Bat and heknet rack material 3 15.00000] 100% 100% 3 15,000.00 | $ $ ¥8,00000 | $ 1500.00 19d | Bat and helmet rack installation 3 = 5,000.00 % $ 5 $ -|$ z 20 5 330,000.00 2s | Concrete and rebar material $ 80,000.00] 100% 100% $ 80,000.00} $ 3 80,000.00 | $ 6,000.00 20b [Concrete ard rebar instellation $ $90,000.00; 100% 100%, § = 150,000.00] $ 3 190,000007 $ 15,000.00 20c [Stair roots material $ 2250000] 100% 100% 3 22.500.00 | $ $ 2250000 $ 2250.00 20d = [Sta roots installation $ 17,50000] 100% 100% $ 17,500.00 | $ $ 17,500.00 | $ 1,750.00 We =| Railing material $ 4250000} 100% 100% 3 4250000] $ $ 42,500.00 | $ 4250.00 201 Railing installation $ 1750000 om 3 $ $ “1s = 25 [Msshanical $ 96,000.00 Za | Mecherical material $ 60.00000; 100% 100% s 60,000.00 | $ s 4200000] $ 6,000.00 ‘Zb_—_|istallsbon (exhaust fane) $ 3500000 om $ . $ afs . 26 (| Efecicical 3 1,100,000.00 260 = | Light Fodures material $ 101,000.00] 100% 100% $ = 101,000.00] $ = $ 104,000 00] $ 13,100.00 ‘2b [Wire materiat $ 191,000.00] 100% 100% $ = 191,000.00] $ * $ 191,000 00] $ 19,100.00 2c | Serice Entrance material $ B60000C0] 100% 100% $ 86,000.00] $ 1 s 86,000.00] $ 18,600.00 26d [Conduk 3 8800000] 100% 100% $ 68,000.00] $ ‘ 8 88,00000 | $ ‘B.80000 260 =| Distribution: $ 101,660.00] 100% 100% $ 101,660.00] $ 4 $ 101.650:00/ $ 10,186.00 ‘26h-1a [Electrical tabor - structure 26F-1b [Rough-in below concourse level slab. $ 6,000.00 75% 75% 3 41,280.00] $ $ 41,250.00] $ 4,125.00 26t-1c [Concourse level tough-in $ 45.000.00] 100% 100% 3 46,00000] $ ‘ $ 45,000.00] $ 42000 ‘26-14 | Public restroom roughin $ 45,000.00 om om 3 77,000.00 | $ . $ 27,000.00 | $ 2,700.00 2619 |Locker room roughin 3 40.000.00 on an $ 24,000,00] $ . s 24,000 00 | $ 2.40000 266-11 [Electrical room inetatation $ 70.000.00 75% 75% $ $2500.00! $ . $ 5250000 | $ 5.25000 Bb-ig [Concoures level restrooms 11 $ 40,000.00 60% oon $ 24,000:00 | $ . s 24,000.00 | 3 2,400.00 266-1h | Lighting irmtallaton Geld | $ $0,000.00 om $ “| = s $ 261-11 |Ughting ratallation concoursa level $ «40,000.00 om $ -|$ . $ $ 7 2614 | Conduit runs te field lighting 3S 73,660.00] 60.00% an 3 58,920.00 $ 5a8300] 5 5.89200 ‘Conduit 20% wire 20% 266-2 —|mat stab rough-in par CO 10 $ 7350000] 100% 100% $ 73,500.00 | $ s 7350000 . Plumbing $ 385,000.00 Piumbing material $ 9656000] 100% 100% 3 96,5500 | $ 3 955000] § 9.85500 Plumbing labor - mat gab $ 215,000.00] 100% 100% $ 215,00000) § $ 215,000.00 . Paumbing labor public restrooms & concessiccs 3 20000) 3% 50% $ 12,500.00 | $ : $ 12,500.00 | $ 1250.00 Phambing lebor locket rooms $ BMWo! We 50% $ 12,500 00] $ $ 12,500.00 | $ 1250.00 | Phumbing labor concourse level restrooms $ 2145000) 50% 50% 3 10,725.00) $ $ 10,725.00] $ 1972.0 TERRENCE MARTIN FIELD 160% Design (AKE & Civil) - Pesmita/Approvale $ = 200,000.00 100% 100% $ 200,000.00] $ - $ 200,000.00 . 190% Design 3 30,000 00 100% 100% $ 30.000.00] $ . $ 30,000.00 . 100% Design 3 7.50000 100% 100% 3 750000) $ S 3 7,500.00 . Administration During Construcion $ 12,500.00 m% $ -|]3 . 3 “| ICRUCIAN CHRISTMAS VILLAGE INCASE & -P SPP 3 136,000.00 100% 100% $ 136,000.00] $ * $ 136,000.00 - 90% Design $ 20,000.00 100% 100% $ 20,00000] $ * 3 20,000.00 . 100% Design $ 5.500.00 100% 100% 3 5,500.00] $ * $ 5.00.00 . Admireatration During Conetrucion $ 8,500.00 om $ -|3 . 3 -|$ 5 STE LAPROVEMENTS 60% Design (ASE & Civil) - Permas/Approvals 3 B20.00 100% 100% $ 65,200.00 | $ . 5 65.20000 . 80% Design $ 110,000.00 100% 100% 3 11000000] $ . $ 110,000.00 . 100% Design $ 13,600.00 100% 100% $ 13,600.00 | $ . $ 13,600 00 . Adminéstration During Conetrucvon: $ 48,200.00 100% 100% 3 46,200.00 | 3 . $ 46,200.00 . Earthwork & Grading $ 500,000.00 100% 100% $ = «500,00000| 3 . $ ‘500,000.00 . \Sde inprovements s B20 as 100% 100% $ 23280625) 3 . $ (232,006 25 . 3 Demetition inci. Wall, Lights 3 20,000.00 100% 100% $ 20000000) $ . $ 200,000.00 - Owner's Cordingency $ 87,109.50 100% 100% $ 87,109.50] $ . $ 87,1090 . Extend Bulkier's Risk to 10-31-18 $ 200,000.00 1OO% 100% $ 000.00} $ . $ ‘200,000.00 . 3 - Is -|3 : {Fora $_22,900.000.00 $ 22,430.415.12 | $ 2443.39 1 $ 22,456,658 .51 1 § 378,199 26 * relainage refeated in previous PE Vi/ MEMORANDUM TO: Nathan Simmonds, Director, Finance & Administration Virgin Islands Public Finance Authority fr FROM: Derek Gabriel _. Commissioner DATE: January 14, 2026 SUBJECT: Request for Payment to Various Vendors Transmitted herewith for partial payment is Periodical Estimate No. 49 for construction services performed by GEC, LLC for the Design/Build for Paul E. Joseph Stadium and Sports Complex as outlined in Contract No. COO3SPRC15(GEC). Pursuant to the terms of Amendment No. 1, the Government has elected to exercise its discretion to make direct payments to the Contractor’s subcontractors. The Contractor has confirmed that the sums listed below are due to these specific vendors for materials and services provided under this contract. Please disburse the payments as follows: item/Entity Description | Amount Medley Pipe & Steel Material Vendor $33,087.90 GEC, LLC Contractor Payment $24,699.04 Ferguson Enterprises, LLC Material Vendor $55,737.81 Berl’s Commercial Supply Material Vendor $21,459.02 Total Restroom Material Vendor $1,137.28 VI Bureau of Internal Revenue Gross Receipt Tax Deduction $7,164.27 Approved Payment Periodical Estimate No. 49 $143,285.32 The funding source for this payment is the Internal Revenue Matching Funds pursuant to Act No. 8326. If you have any questions or concerns, please contact Kizma L. Petersen, Chief Procurement Officer, at 340.773.1290, extension 2208, or via email at kizma.petersen@dpw.vi.gov. DEPARTMENT OF PUBLIC WORKS ST. CROIK 340.773.1290 United States Virgin Islands ST. THOMAS/SST. JOHN 340.776.4844 VV January 14, 2026 Mr. John R. Wessel Managing Member GEC, LLC 13F Estate Bethlehem Kingshill, VI 00851 RE: APPROVED PERIODICAL ESTIMATE NO. 49 COO3SPRC15(GEC) —Design/Build for Paul E. Joseph Stadium and Sports Complex Dear Mr. Wessel: Transmitted herewith is approved Periodical Estimate No. 49 relative to the above- mentioned contract. This payment constitutes the release of retainage held after 50% progress, issued in accordance with Section 24(c} of the executed contract. The payment is approved in the amount of One Hundred Forty-Three Thousand, Two Hundred Eighty-Five Dollars and Thirty-Two Cents ($143,285.32). A copy of the approved payment will be forwarded to the Virgin Islands Public Finance Authority for further processing. Sincerely, Fee erek Gabrie Commissioner DG/klp/yb 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 ST. THOMAS/ST. JOHN 340.776.4844 GOVERNMENT OF THE VIRGIN ISLANDS: PERIODICAL ESTIMATE FOR PARTIAL PAYMENT NAME OF PROJECT: Design-Build of Paul E. Joseph Stadim and Sports Complex LOCATION: St Croix, Virgin Islands. NAME OF CONTRACTOR GEC, LLC ContractNo. —_ COOISPRCISIGEC} PERIODICAL ESTIMATE NO. 49 FOR PERIOD 9-24-25 to 10-7.25 | I ORIGINAL ESTIMATE COMPLETED TO DATE ; Vatue of | % Com. basis) Cescieon ol ten Quantity | us ermeeue| Gost Per Unit Value “° ba Value Work preted ) 2) fe) (4) (5) (6) @ (i) {9} (19) A |Pre-Suspension Work to 3/18/15 1 Insurance 1 Ls $ 1,013,875.00]$ 1,013,875.00] 1.0 |$ 1,013,875.00] $ a 100% 2 [Architectural and Engineering Fees 1 Ls $ 375,000.00 ] $ 375,000.00] 1.0 |$ 375,000.00 | $ o 100% 3 |Consulling & Permit Fees 1 Ls $ 107,125.00 | $ 107,125.00] 1.0 |$ 107,125.00 | $ 2 100% 4 = |Contract Administration and Development 4 us $ 300,000.00 | $ 300,000.00} 1.0 | $ 300,000.00 | $ - 100% 5 |Demolition through 3-18-15 1 us $ 650,000.00 | $ 650,000.00] 1.0 | $ 650,000.00 | $ . 100% 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] 1.0 |$ 162,500.00 | $ S 100% $ - 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% 6 |Paul E. Joseph Stadium 1 |60% Design {A&E & Civil) - Permits/Approvals 1 Ls $ 1,680,000.00;$ 1,680,000.00] 1.0 |$ 1,680,000.00) $ . 100% 1a [90% Design 4 us $ 300,000.00 | $ 300,000.00} 1.0 |$ 300,000.00 | $ - 100% 4b [100% Design 1 us $ 40,000.00 | $ 40,000.00} 1.0 | $ 40,000.00 | $ - 100% 1c jAdministration During Construction 1 is $ 105,000.00 | $ 105,000.00 | 1.0 |$ 102,172.07 | $ 2,827.93 97.307% 1d [Design Changes CO 10 ($94,800) & CO11 ($95,200) 1 Ls $ 190,000.00 | $ 190,000.00] 10 1$ 190,000.00 | $ - 100% te 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 design) 1 Ls $ 167,500.00 | $ 167,500.00! 10 1$ 167,500.00 | $ - 100% 2a Surcharge Earthwork 1 us $ 960,000.00 | $ 960,000.00] 1.0 |$ 960,000.00 | $ - 100% 2b |Surcharge Testing 1 is $ 100,000.00 | $ 100,000.00 | 1.0 |$ 100,000.00 | $ : 100% 2c |Pile Foundation 1 Ls $ 3,702,300.00/$ 3,702,300.00] 1.0 | $ 3,702,300.00] $ - 100% 2d | Mat Slab Foundation 1 Ls $ 3,466,650.00}$ 3,466,650.00] 1.0 ]$ 3,466,650.00 | $ : 100% 3 [Structural Steel and Concrete Superstructure 1 us $ 1,603,634.25/$ 1,603,634.25; 10 | $ 1,566,725.69] $ 16,908.56 99% 8 JLocker Rooms & Showers 1 us $ 200,000.00 | $ 200,000.00] 10 | $ 161,000.00 | $ 39,000.00 81% 10 |Public Restrooms 1 Ls $ 250,000.00 | $ 250,000.00] 10 | $ 187,300.00 | $ 62,700.00 715% 12 |Entry Pavillion 1 us $ 435,000.00 | $ 135,000.00] 1.0 | $ 135,000.00 | $ v 100% 1 |Party Deck Area 1 ts $ 135,000.00 | $ 135,000.00] 10 | $ 112,500.00 | $ 22,500.00 Pick 49 |Dugouts 1 is $ 155,000.00 | $ 165,000.00} 10 ]$ 150,000.00 | $ 5,000.00 97% 20 = |Slatrways & Common Spaces 1 us $ 330,000.00 | $ 330,000.00] 1.0 | $ 312,500.00 | $ 17,500.00 95% 25 = |Mechanical 1 us $ 95,000.00 | $ 95,000.00] 1.0 | $ 60,000.00 | $ 35,000.00 e% 26 = | Electrical 1 us $ 1,100,000.00}$ 1,100,000.00] 1.0 | $ 914,020.00 | $ 185,980.00 8% 28 |Plumbing 4 ts $ 385,000.00 | $ 385,000.00] 1.0 | $ 349,275.00 | $ 35,725.00 91% ¢ |TERRENCE MARTIN FIELD 4 60% Design (A&E & Civil} - Permits/Approvals 1 Ls $ 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% 1b |100% Dasign 1 us $ 7,500.00 | $ 7,500.00) 1.0 |$ 7,500.00 | $ . 100% 1c Administration During Construction 1 is $ 12,500.00 | $ 12,500.00} 10 |$ -|$ 12,500.00 O% DO |CRUCIAN CHRISTMAS VILLAGE 1 60% Design {A&E & Civil) - Permits/Approvals 1 Ls $ 136,000.00 } $ 136,000.00! 1.0 |$ 136,000.00 | $ - 100% 1a |90% Design 4 us $ 20,000.00 | $ 20,000.00] 1.0 |$ 20,000.00 | $ - 100% 1b }100% Design 5) us $ 5,500.00 | $ 5,500.00] 10 |$ §,500.00 | $ . 100% 1¢ Administration During Construction 1 us $ 8,500.00 | $ 8,500.00] 1.0 |$ -1$ 8,500.00 o% E |SITE IMPROVEMENTS 1 160% Design (A&E & Civil) - Permits/Approvals 1 is |$ 65,200.00 | $ 65,200.00| 1.0 |$ 65,200.00 | $ 5 100% 1a {90% Design 1 1s $ 410,000.00 | $ 110,000.00} 1.0 |$ 110,000.00 | $ . 100% 1b |100% Design 1 Ls $ 13,600.00 | $ 13,600.00] 1.0 |$ 43,600.00 | $ - 100% 1¢ [Administration During Construction 1 Ls $ 46,200.00 | $ 46,200.00] 10 |$ 46,200.00 | $ + 100% 2 = |Earthwork & Grading 4 Ls $ 600,000.00 | $ 600,000.00] 1.0 }$ 500,000.00 | $ - 100% 7 |Sile Improvements 1 is $ 232,806.25 | $ 232,606.25} 1.0 |$ 232,806.25 | $ : 100% F |Demolition incl. Wall, Lights 1 LS $ 200,000.00 | $ 200,000.00] 1.0 | $ 200,000.00 | $ - 100% G |Owner's Contingency 1 us $ 87,109.50 | $ 87,109.50] 10 |$ 87,109.50 | $ - 100% H__|Extend Builder's Risk to 10-31-19 i us $ 200,000.00 | $ 200,000.00] 1.0 |[$ 200,000.00 | $ : 100% Totals $ 22,900,000.00 $ 22,455,858.51 | $ 444,141.49 SCHEOULE OF CHANGE ORDERS APPROVED CHANGE ORDER COMPLETED TO DATE Kem No Osscription of Item | Querity | Unit of Coat Pec Unt Value No.of Velue Value of Uncomplated Work ‘% Com- Meanse Unas pheied {1} (2) i] (4) {5) (6) (7) (8) {9) (10) 4 Revise Contrat from "Guaranteed $ co s : 1 $ - s - 100% Maxima Price” to “Lump Sum” 2 eee Study $ = $ . 4 $ : $ - 100% 3 investigation $ = $ . i $ : $ 100% 4 [Confem 60% Design, start 90% Design. $ - |s : 1 ~s - Ts : 100% update and Bonds, Revise SOA, vo Dates and Approve PE 8 5 of amounts for contract pay $ - Is ‘ 1_[s -_|s - 400% 6 Q $s -_|s - 1 js - |s : 100% 7 Locate Existing Utlitres $ - |s - 1 Is - |$ 5 100% 8 Hime $ - |s - 1 1s -_ js 2 100% 9 _[Phase2 Survey by U of Alabama $ - |s : 1 $ -_|s : 100% 10 __[Pile/mat slab indi, re-design PEJ 700 seats $ mE} * 4 $ -_|s : 100% 11_|Design and SOV changes for revised budget $ : $ - 1 s : $ + 1OO% 12__|Extend time, delete Buiters Risk $ -_ | : 1 $ -_ tt : 100% 13 wie] SOA per final Drawings $ : $ 2,900,000.00 4 $ 2.455,656.51 | $ 444,141.49 85% 14 1g Suppl Contract 400% 15 Time Extension 100% % Change all to conceste sleps, risers, 100% 17 | Change walls Irom drywall to cmu block 100% 8 Time 100% 19 Time Extension 100% 20 = [Time Extension 100% 1 No cost A la Carte 100% 22 [Supplemental 2 100% 23 _| Time Extension 100% 24 Time 100% 2. ANALYSIS OF ADJUSTEO CONTRACT AMOUNT TO DATE A Original contract amount $ 20,000,000.00 8 Plus: Additions. $ 2,900,000.00 Cc Less: Deductions s D. Adhusted contract amount to date $ 22.900,000.00 3. ANALYSIS OF WORK PERFORMED 1 Value of original contract work performed to date (Column 8 Front} [or add second page if apphcable) $ 22,455,858 51 2 Extra work performed lo date ee 3 Total value of work perlormed to date orem 22.455.658.51 4 Add. Matertats stored at clove of this period (Aitached detailed schedule] 5 Less: Amount retained (See Note 1°" $ 234,913.96 6 —_ Net amount earned on contract work to date $ 22.220,944.55 7 ‘Other deductions 8 ‘Less: Amount of previous payments. $ 22,077,659. 23 9 BALANCE DUE THIS PAYMENT (See Note ar $ 143,285.32 4. CERTIFICATION OF CONTRACTOR Anecding to the best of my knowedge and belief, | certify that all tems and amounts shown on the lace af this Periodical Estimate are correct; that ali work has been performed andiat material supplied in full accordance with the Terms and Conditions of the Contract between the GOVERNMENT OF THE VIRGIN ISLANDS ana GEC, LLC dated —ee 19 2014, and/or duly authorized (Compete andor ions; thal the following itt a treet and correct slatemert af the contract amount up to and Estimate and that part of the “Balance Que This Payment’ has been received GEC, LLC {Contractor} John R., Wessel ‘pT2025, [Date} 5. CERTIFICATION OF AUTHORIZED GOVERNMENT REPRESENTATIVE | certdy that | have checked and verified this Periodical Estimate No 49 for the period of 242025 through 0i7-2025 Inclusive; that to ine best of my knowledge and belie! it is a true and correct statement of work performed and/or material supplied by the contractor, that a work and/or i in this Pes € has been performed and/or material supplied by the contractor, that all work and/or material included In this Periodical ma No. 49 has been inspected by me arxior my duty authorized representative or sasistants ancl that it has been performed and/or supplied in full accordance with the Tetms and C i gs, plans and ions, andlor duty andlor . all of which have Ky pnneeuy nace aapeepain VIRGIN ISLANDS: 1. : Date __ Derek A tiabrinl, Commissioner of Pubic Werke 2 N/A Pursuant to DPP Memorandum No. 005-2023 Date N/A Vincent Roberts, Commissioner of Sports, Parks and Recreation = —Whchaalan Date _ 01-09-2026 Archect/Engineet oles: 1. Retainage held after 50% progress (PE27) is released in accordance wilh section 24(c) of contract 2. See attached payment distribution request in accordance with Amendment No.1 of contract=- ‘QOVERMIENT OF THE VIRGIN ISLANDS PAYMENT CONTRACTOR WORKSHEET NAME OF PROJECT: Dasign-Outt of Pad €. nd Sports Compint, LocaTOw: #4 Gratz, NAILOF CONTRACTOR pee us Contract he, CROSEPREINIEC) PERIODICAL ESTIMATE NO. 45 FOR PERIOD p-24-35 be 90-1-23 * % Complete |% Completed| $ Completa | $ Complete this an mem Desetiption of Hem Value Sub-Value | Complete this PE to dais previous PE * pelainege previously released co A |Pre-Suspansion Work to W1Bi15 1 irsurance $ 1,013,875.00 100% 100% $ 1,013.875.00 $ 101387500 2 Architectural and Enginesting Fees $ © 375,00000 100% 00% | $ 375,000.00 $ 375,000.00 3 & Potma Fees 3 107.425.00 100% 100% $ 107 125.00 $ 107,15,00 4 Contract Administration and Development $ ™0,00000 100% 100% 5 300,000.00 s 300,000.00 5 | Demotition trough 3-18-15 $ 650,000.00 100% 100% $ 680,000.00 $ 660,000.00 & — | Lead Abaternani (Owner's Contingency) $ 168,500.00 100% 100% $ 164,500.00 3 166,500.00 7 Mobdiz ation $ 162,500.00 100% 100% $ «162,900.00 $ 162,500.00 True up mobitizalion Io 10% of Contract $ 2.537.50000 100% 100% $ 2.597.500.00 $ 2.537,500.00 Paul E. Joseph Stadium 1GO% Design (ASE & Civil} - Permis/Approvats $ — 1,690.000.00 100% 100% $ 1,680,000.00 $ 1,680,000.00 90% Design s 00.000.00 100% 100% $ 300,000.00 $ 300,000.00 100% Design $ 40,000-60 100% 100% by 40,000.00 $ 40,000.00 Aden inistration During Cansiruction: s 195,000.00 97. 207% 97.07% S$ 102172.07|5 $ 102,172.07] $ 1,050.00 [Design Changes CO 10 (394.000) & CO11 195.200) $ 190,000 00 100% 100% 3 = 190,000.00 3 190,000.06 |Addaione) Design Costs CO 13 $ $12,500.00 100% 100% 3 © 632,.50000 $ 612,500.00 Foundation (Fest piles und pile dasign) $ 167.500.00 100% 100% $ — 167,50000 $ 167,500.00 Earthwork $ 980,000.00 100% 100% $ — 960,00000 $ ‘960,000.00 Surcharge Testing $ 100,000.60 100% 100% $ 100,000.00 $ 100,000.00 Pile Foundation $ 3,702,300.00 100% 100% 3 3,702,00.00 $ 3,702,300.00 Mat Sinb Foundation $ 3,466.650.00 100% 100%. 3 3,468,650.00 $ 3,466,850.00 | $ 232,421 46 3 $ 1.440,000.00 3a | Concrete and rebar material $ 250.000.00) 100% 100% $ 250,00000 $ 250,000.00 Be |Corctete and rebar Installation WilLine B wall from Line 3 to O1 © 9.3% of 3b 3 4186000} 100% 100% s 41,850.00 $ 41,850.00 3d] Line B wall from Line 7.1 to 18 © 93% of 3b 3 41.850.00] 100% 100% 3 41,850.00 3 41,050.00 ‘Sbik] Line B hall root from Line 346 01 = 6.9% of eb $ = 31,05000] 100% 100% 3 31,050.00 | $ . $ 31,050.00 RN] Line B hall roof om Line 7.1 to 16 = 6.9% of 3b $ 31,050.00] 100% 100% 3 31,05000] $ o $ 31,050.00 Sev Line 8 hall wall from Ling 3 to O1 © 3.9% of 3b $ 17,550.00] 100% 100% 3 17,560.00] $ o $ 17,550.00 Stra] Une B hall wall from Line 7.1 10 18 = 3.9% of Sb $ 17,550.00) 100% 100% $ 17,56000] 5 . $ 17,550.00 oval Pavilion concrete beams © 20% of 3b $ 9000000) 100% 100% $ 90,000.00] $ . $ ‘80,000.00 Sevibl Peviion concrete seb = 33% of 3b ( A pours) evil 1] Pou 1 $ 1656250) 100% 100% $ 1856250 | $ . $ 18,562.50 Movil 2] Pow 2 $ 1856250] 100% 100% 3 18.56250| 3 . $ 1856250 Sell -2]/ Pow 3 $ 1856250] 100% 100% 3 18,562.50 | 5 . $ 1856250 Sovil 4] Pour 4 $ 1856250] 100% 100% s 18,562 50] $ * $ 18.56250 Sovti -5]/Pour S. $ 1856250] 100% 100% $ 18,562 50 | $ . $ 1856250 Jovi -6/Pou 6 $ 1856250) 100% 100% $ 1856250] $ . $ 1656250 Povild -7} Pour 7 $ 1656250) 100% 100% s 18,562 50 | $ . $ 18,562.50 Yi 4] Pou 8 3 1656250] 100% 100% $ 18,5620 | + . $ 1856250 Yoo [Elevator shat = 6 8% of 3b 3 we000o] 10% 100% 3 30,600.00 | $ . 3 30,600.00 * Struct wlestitpof lor bleachers material 3 740,000.00] 100% OO" $ «740,000.00 ] $ S 3 740,000.00 3d] Struct leettoof for bleachers inatall $ 163,634.25 dil Steel fot roof - ingtall $ 4560425] 75% 75% $ 4,225.68 | S$ : $ 4225.69 ‘3dai] R-panel for toof- inatall {anchdes purine} $ 10,000.00 5% 4% $ 4,500.00] $ 5 $ 450000 ‘MWili] $2 concrete pours - to support rool structure $ 106,000.00) 100% 100%. $ 108,000.00] $ . $ 108,000.00 3 $ 200,000.00 Ga lekerior walls material $3 75,800.00] 100% 100% % 76,800.00 | $ : $ 75,800.00 @ | interior block walls installation 3 42000.00] 100% 100% $ 42,000.00 | § - $ 42,000.00 Bc | Speciaty Noms material % «2650000] 100% 100% $ BSCO00] $ : $ 2650000 86 =| Specialty Heme instal 3 29,000.00 ow $ -]% 3 . Se = | Paird - plaslered walt and ceilings $ 1670000) 100% 100% 3 16,700.00 | $ $ 16,70000 Bt | Wall Lie inmtattation $ 8,000.00 o% 3 -|3 3 * Og Floor finish - sealed concrie $ 2000.00 me $ -|3 $ o te $ ‘250,000.00 10a | Bath accessories material $ 80,000.00] 100% 100% $ 20,000.00 | 3 - $ 0,00000 106 | Bath wccessortes Iratatiation $ 1520000 m% $ “|s - 13 . 10 | Tike material $ 9480000) 100% 100% $ 94,900.00] $ $ ‘94,600.00 10d | Tike ingtallation $ 50,00000 5% S% $ 2500.00 | $ $ 2.500 10a [Paint $ %0.00000] 100% 100% $ 10.00.00 $ 10,000.00 Interior block walls see suppemertal SOV 11{if) 2 3 $35,000.00 12a |Gate material $ 53400000) 100% 100% $ 64,000.00] $ $ 54,00000 1% = | Gate installation $ 9800000} 100% 100% $ 9.000.00 $ 9,000.00 126 | Concrete and tebes material $ 32.000.00) 100% 100% $ 32.000.00 | $ $ 32,000.00 12d | Concrete and raber iratallation $ 40,000.00] 100% 1OO% $ 40,000.00 $ 40,000.00 16 = Party Deck Area $ 135,000.00 150 | Restroom roofs material $ 4860000] 100% 100% $ 48,600.00] $ 3 48,500.00 156 | Resiroom roofs inmiatlation $ 2000000) 100% 100% $ 20,000.00] $ $ 20,000.00 15 |Rading msieriat $ 3750000) 100% 100% $ 70.0] $ $ 750000 15d [Railing installation $ 2250000 om $ $ $ . Se [Paint $ 400.00} 100% 100% s 400.00 $ 3 40000 154 [interior block walls at restrooms 3 = §«©6.000.00] 100% 100% s $000.00] $ $ §.000.00 Te = |Dugoyts $ 956,000.00 198 = | Concrete and aber materiel $ 53,000.00] 100% 100% $ §2.000.00 1 $ - $ 53,00000 19% | Concrete und rebw installation $ 8200000] 100% 100% $ 62,000.00 | $ - $ 62,000.00 1% | Bat and heimet rack material $ 1500000] 100% 100% $ 4$,000.00| $ - $ 15,000.00 19 | Bat and helmet rack instafation $ = =65.000.c0 om $ “)s 7 3 - 2 $ 330,000.00 20a [Concrete and seber matenal $ 80,00000) 100% 100% $ 80,000.00] $ 3 80,000.00 20 [Concrete end seber installation 3 150,000.00) 100% 100% 3 = 150,000.00) $ 3 150.000 00 20c [Stair roots material 3 27250000) 100% 100% 3 22,500.00) 3 $ 22,500 00 ‘20d [Stair roots installstion 3 17,600.00) 100% 100% 3 17,500.00 | 3 $ 17 500 00 2e = | Raiting material $ =42500.00] 100% 100% $ 4250000) $ $ 4250000 ‘201 | Raiing instaRation $ 17.50.00 o% 3 fs $ - 2 $ 85,000 00 Za | Mechanica! material $ 6200000) 100% 100% $ 60.000 00] $ $ 60,000.00. 2% = tnatattation fexhevet fans) $ 00000 nm $ + s 26 = (| Electrical $ 1,106,00000 $ 6750 26a = [Light Fixtures material $ 104,000.00 100% 100% $ 101,000.00] $ 3 101,000.00 26> [Wires material $ 191,000.00] 100% 100% $ = 184,000.00] $ $ 491,000.00 ‘26 «= | Service Erdrance material $ 86000001 100% 100% $ 86,000.00] $ 1 $ 66,000.00 26d | Conduit material S$ 88,000.00) 100% 100% 3 88,000.00] $ " $ 66,000.00 2Be = [Disinbution equipment 3 101,850.00] 100% 100% $ 101,850.00] 3 3 101,85 00 26t-10 [Electrical labor - structue 2641b below concourse level slab $ 6,000.00 73% 75% $ 41,250.00 | $ 3 41.2000 266-1 [Concourse level coughin $ 45,000.00] 100% 100% $ 45,000.00 } $ 5 4.0000 ‘261-1d ] Public reatraom tough-in $ 45,000.00 oon ad 3 27,000.00] $ 3 27,000.00 266-18 |Locker toom rougt-in $ 4000000) cK 6% 3 24,000.00 | $ $ 2400000 261-11 | Electrical toom instalation $ 70,000.00 75% 75% 3 52,500.00] $ s $2,500 00 26t-1g [Concourse level resicooms $ 4000000 oon ON $ 24006.00; $ 3 ‘24,000 00 26L-1h [Lighting installation held Jevel $ 50,000.00 om $ $ $ : ti Ng installation concourse tavel $ 40,000.00 oN $ +S $ t 2644 | Condud runs to field bghting $ =«73,650.00] 80.c0% oo% $ $6,920.00 $ 58,920.00 Condit BO% wire 20% 261-2 [mat eiab rough in per CO 10 $ 7350000] 100% 100% $ 73,500.00] $ 3 74,500.00 PRRs | an $ 388,000.00 $ 1,075.00 Prenbing materiat $ 98.560.00] 100% 100% $ «© 98,.55000] $ » 1s 98,550.00 Phambing Isbot - mat slab $ 215,000.00] 100% 100% $ 215,000.00] 3 + 1s 215,00000 Plumbing labor public sestrooma & concessions $ woo000] so% Som $ = 1250000] $ cn 12,500.00 Plumbing bebor locker roome $ 790000] 50% 50% $ 1250000] $ 7 18 12,500.00 Plumbing labor concourse level restrooms $ 2145000} 50% 50% $ 1072500} $ + ot 10,725.00 TERRENCE MARTIN FIELD 160% Design {ASE & Civil - 3 100% 100% $ 200,000.00) § . $ 200,000.00 190% Design $ 30,000.00 100% 100% $ 20,000.00 | & . $ 30,000.00 100% Design $ 7.50000 100% 100% $ 7,500.00] $ - $ 7,500.00 Admninistiraton Curing Construction 3 42,50000 om $ -|$ - $ - ICRUCIAN CHRISTMAS VILLAGE 160% Design (ASE & Civil) « Permata/Approvals $ 136,000.00 100% 100% 3S 136,000.00 | $ 5 136,000.00 180% Oesign $ — 20,00000 100% 10% |S 2w.oKD0D]s $ 20,000.00 100% Design $ 5.50000 100% 100% |S$ $500.00 | $ - |s 5,500.00 Administration During Construction: 3 850000 om $ -/$ . $ = |SITE IMPROVEMENTS 160% Design (ARE & Civil) - Pesmits/Approvets $ = 20000 100% 100% $ 620000 $ - {8 6520000 190% Design $ 110,000.00 100% 100% $ 110,000.00] $ - | 110,000.00 100% Design $ 43,600.00 100% 100% $ 13,600.00] $ - 1s 13,600.00 Admniniairabon During Construction $ 46,200.00 100% 100% $ 46,200.00] $ $ 46,200.00 Earthwork & Grading $ 500,000.00 100% 100% 3 500,000.00] $ $ $00,000.00 Site Improvements $ 23200825 100% 100% 3 23280625] $ $ TROBB 3 * Demotition incl Wall, Lights $ 200,000.00 100% 100% | $ 20000000] % - |s 200,000.00 Owner's Contingency $ 87,109.50 100% 100% |S e7,10950]$ - |s 87,109.50 Extend Bubder’s Risk to 10-31-19 t oo 100% 1oo% =| $ 200,000.00] $ - 13 200,000.00 % : 3 =. prorat F 22,300, 000.00 ¢ Dawe st |S -1$ eR PORES