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Home My WebLink AboutC97-254 Slater Paull & Associates IncPRINCIPALS James F. Paull Bruce A. Lott Richard L. Ricker Gerhard J. Petri Clayton C. Cole James C. Pedler ASSOCIATES Adele J. Willson Fred Baruchman Brian J. Fagerstrom C'9725447. DSLATER - PAULL & ASSOCIATES, INC. PP/Architecture Preservation Interior Design CHANGE ORDER TO: Hyder Construction Inc. 1020 West First Avenue Denver, CO 80223 DATE 9/03/97 C.O. No. Two PROJECT Remodel of Old Courthouse Eagle, Colorado You are hereby authorized to make the following changes in connection with your work on the above building, subject to terms and conditions of your original contract. SEE ATTACHED SHEET This change order was reviewed by architect and we do h contract with an (increase, deer -ease, age) of Twe ($ 24,595.00) and zero days extension to the contract LM CONTRACT STATUS Original Contract Value $2,688,248.00 Previous Increase by C.O. 25,390.00 Previous Decrease by C.O. 605.00 This C.O.(Increase, Deer -ease) $24,595.00 Current Contract Value $2,738,233.00 DISTRIBUTION: Contractor - 1 County - 1 Architect - 1 TOTAL $24,595.00 recommend acceptance and approval of the change to the lur thousand five ed ninety-five and 00/100 Dollars WM_' '�Ae�w Date 7 3 F. Paull, rchitec Denver • One Park Central • Suite 400 • 1515 Arapahoe Street • Denver, Colorado 80202 • 303-607-0977 • Fax 303-607-0767 Atlanta • 1765 The Exchange • Suite 250 • Atlanta, Georgia 30339 • 770-937-9984 • Fax 770-937-9895 CHANGE ORDER - Attachment Page 2 EAGLE COUNTY COURT HOUSE 9655.000 1. Add breakmetal to window assembly at existing windows. CR #17 Add $958.00 2. Fire sprinkler re -design. CR #18 Deduct ($1,127.00) 3. Carpet change per ASI #2 CR #19 Add $814.00 4. Revised Civil (NIC Landscaping) CR #20R Add $14,869.00 5. Masonry openings below unsupported terra cotta. CR #21 Add $5,503.00 6. Overexcavation and backfill. CR #22 Add $2,640.00 7. Rooftop outlets. CR #23 Add $876.00 8. Change font for west entry sign. CR #24R Add $190.00 9. Site utilities (include road patch). CR #25R Add $1,677.00 10. Changes to card reader system. CR #26 Deduct ($2,380.00) 11. Add roof drain piping. CR #27 Add $575.00 TOTAL 24,595.000 C001ATT001 JUL- W.L JI WJ -r- 1 11 LLI\ \..VI IJ 11\VV 1 BVI 1 Jw. LJL.J L J1J H)(DECTRU C CHANGE IN WORK COST SUMMARY EAGLE COUNTY COURTHOUSE RENOVATION al DATE:6/30/97 DESCRIPTION: TO PROVIDE AND INSTALL BREAKMETAL AT EXISTING WINDOW SILLS DUE TO EXISTING CONDITIONS AS PER RFI M4 LABOR: CRAFL-OCQE f QQRS: BASE RATE: BASE COST:. LABOR 0 $10.50 $0.00 CARPENTER 0 $17.00 $0.00 SUPT. 0 $23.00 $0.00 TOTAL BASE LABOR COST: $0.00 LABOR BURDEN: 49% $0.00 TOOLS: 5% OF LABOR $0.00 LABOR SUBTOTAL: $0.00 MATERIALS: QT $0 $0 $0 $0 $0 TAX ON MATERIALS: 0.00/0 $0.00 MATERIAL SUBTOTAL: $0.00 SUBCONTRACTORS: PINNACLE GLASS CO. 1 QT $908.00 SUBCONTRACTOR SUBTOTAL: $908.00 SUBTOTAL: $908 FEE Q 5.5% $50 TOTAL REQ UEST: 958 JUL 01 '97 08:51AM HYDER CONSTRUCTION 303 825 1313 30o Nom W�lpq Dr. Cid �uno0a+► CO Isms tq4 257JIM. (9M 2R-750 ftl 590 North Westgate Or., Grand Junction, CO 31505 Phone: (970) 257-7165 Fax: (970) 257-7W9 Fax Cover Sheet DATE: WM2N7 TIME 12:59 PM LARRY AND DOUG PNON& NYDER CONSTRUCTION VAX'. FlRON: Randylichlembum MNI: X170)257.71@5 Pinnacle Glace Co. FAX: (670) 257.76M RE: EAGLE COUNTY COURTHOUSE Numbar01 pages Including Cover shaft 1 Message PROPOSAL TO ADD BREA aTAL AT SILL OF EACH WINDOW THAT IS BEING INSTALLED IN TIM EXISTING BUILDING TO COVER T'r=, CONCRETE P=GE T>H'AT EXISTS MER THE WINDG Ws B=G REMOVED. IN V VEE DMS THAT Tim PJ= HAS I=E:1i BROKEN OFF. ft WELL USE A WOOD MLER TO FILL UNDER THE MUAXMTAL To KIRP ALL WINDOWS L00rjNG TMZ SA26M INSTALLED. TAX INCLUDED . 3908-00 P.6 JUL 01 '97 08:52AM HYDER CONSTRUCTION 303 825 1313 P.7 lb: MawNumber .-. Jeb?iwc. "eaching Ne* Heights .......... • ' ';� ,... _'•fir {.... !.... • ,. ' , '�' � .., ,,... ..1... I 1 12650 Bac 33rd Avenue, #101. Awrla. COlOredo 80011 •(303) 36?-0323 • 'PAX(W2)36'-6'53 JUL Ul 7f UO• JGrll I it I l.lLR lrVl1J I RUL.1 1VI1 JCJJ OGJ 1J1J IDE,�� CONSTRUCT CHANGE IN WORK COST SUMMARY EAGLE COUNTY COURTHOUSE RENOVATION r-. a DATE•6/30197 1 DESCRIPTION: TO DEDUCT FOR FIRE SPRINKLER REVISIONS TO PROVIDE THE WATER SERVICE TO THE EXISTING MECHANICAL ROOM FROM 6TH ST. THE CREDIT IS A NET RESULT STEMMING FROM AN INCREASE IDENTIFIED IN COR 007 AND ADDITIONAL DESIGN TIME FOR THE FIRE SPRINKLER SYSTEM LABOR: CRAFT r E:OH URS: BASE RATE 13ASE_COST: LABOR 0 $10.50 $0.00 CARPENTER 0 $17.00 $0.00 SUPT. 0 $23.00 $0.00 TOTAL BASE LABOR COST: $0.00 LABOR BURDEN: 49% $0.00 TOOLS: 5% OF LABOR $0.00 LABOR SUBTOTAL: $0.00 MATERIALS: QT $o $o $0 $0 $0 TAX ON MATERIALS: 0.0% $0.00 MATERIAL SUBTOTAL: $0.00 SUBCONTRACTORS: FIRE PROTECTION INC COR 07 QT ($1,425.00) FIRE PROTECTION INC WATER CHANGE QT $298.00 SUBCONTRACTOR SUBTOTAL: ($1,127.00) SUBTOTAL ($1,127) FEE 0% $0 TOTAL REQUEST: (51.12711 JUL 01 '97 08:52AM HYDER CONSTRUCTION 303 8255 1313TECTI N INC P •9 01 01/20/1994 23:13 3033215084 Mu FIRE PROTECTION INC. ► so= nth E. �ritl►1lvinuo • 06+wir, CO 8=7• (300) 398-1366AM • as (3a3) 32�•508a M I � k � I JUNE 27, 1997 HYDERi CONSTRUCTION INC. I 1020 WEST FIRST AVENUE DENVER, CO 80223 AW, VOW& N.O. I50A.' Subject: Request for change.order M Ocademen: i Because of additions and changes in the work covered by the contract foragle Court House located at 500 Bropdway, Eagle, CO, it is hereby agreed that the s of $,298.00 is to be added to the totalIntracl amount in accordance with the terms andconditions of the contract. _ I I j Design 8 hours @ $37.26 — 5298.00 , Per addendum 5, change location of riser and then change back to the ori inal I cation. Revise hydraulic calculation. The request for change dated 6/97 is voided by this chant ge request. Sincerely, Michael Krzostek FIRE PROTECTION, INC... '{ { Accepted, by: f Title: j Date: i t' I C1 Iiia 5ti elC ' 7 ( bG • �►7r1'1 n T LLrt l.Vl'IJ I ICUI. 1 1VI`I JVJ,� tiGJ 1J1J 1, HYDE,�� NS U CHANGE IN WORK COST SUMMARY EAGLE COUNTY COURTHOUSE RENOVATION a AMP ff DESCRIPTION: TO ADO FOR CARPET AT IST AND 3RD FLOORS PER A31#2 LABOR: CRAFT TYPE: LABOR CARPENTER SUPT. MATERIALS: OU S• BASE RALE, 0 $10.50 0 $17.00 0 $23.00 TOTAL BASE LABOR COST: LABOR BURDEN: 49% TOOLS: 5% OF LABOR LABOR SUBTOTAL: QT $0 $0 TAX ON MATERIALS: 0.0% MATERIAL SUBTOTAL: SUBCONTRACTORS: KAHN AND CO 1 QT r.G DATE:7/6/97 BASE COST: $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0 $0 $0 $0.00 $0.00 $772.00 SUBCONTRACTOR SUBTOTAL: $772.00 SUBTOTAL: $772 FEE 5.5% $42 TOTAL REQUEST: $814 A 02 '97 6q QPM NYDER COIN ONUwIO` X303 825 1313 303 778 8483 P. 301 TOTAL P.01 btr ed • y ( ec; Z)erri NTI)LK l.UND I KU ,1 tun Jed CGS ldld FEHIFYYD ER CONSTRUCTION 1NC. CHANGE IN WORK COST SUMMARY EAGLE COUNTY COURTHOUSE RENOVATION r.4 DATE:8111197 DESCRIPTION: THE ADDITIONAL EARTHWORK AND EXCAVATION PER REVISED CML DRAWINGS DATED 614197. THE LANDSCAPING, ASPHALT AND SITE CONCRETE WORK IS INCLUDED IN SEPARATE CHANGE ORDER REQUESTS. THIS IS A REVISED TO REFLECT CLARIFICATION OF THE ORIGINAL SCOPE OF WORK INCLUDED IN THE GMP CONTRACT LABOR: CRAECTYPE: HOURS: BASE RATE; BASE COST: LABOR 0 $10.50 $0.00 CARPENTER 0 $17.00 $0.00 SUPT. 0 $23.00 $0.00 TOTAL BASE LABOR COST: S0.00 LABOR BURDEN: 49% $0.00 TOOLS: 5% OF LABOR $0.00 LABOR SUBTOTAL: $0.00 MATERIALS: QT $0 $0 $0 $o $0 TAX ON MATERIALS: 0.0% $0.00 MATERIAL SUBTOTAL' $0.00 SUBCONTRACTORS: LONGS EXCAVATION 1 QUOTE $14,094.00 SUBCONTRACTOR SUBTOTAL: $14,094.00 SUBTOTAL: $14,0'4 FEE A 5.5% 5 TOTAL REQUEST: $14,869 /001-. '-' SEP 02 '97 02:50PM HYDER CONSTRUCTION 303 825 1313 ��`UL � j ju . Jams. ruvin LVIYVJ cnvn•ni 4v►l Long's Excavation, Inc. Ta: Hyder Construction ATTN: Doug Thompson RE: Eagle County Court House WORK INCLUMM: /OP 1. Remove Existing Asphalt lmhidcs haul off and dump fees. 2. Sidewalk Removal. Includes bawl off and dump fees of concrete not shown on print A0.1 per original bid. 3. Import 500 ton of 3" minus for placement under new drive and new sidewalks, 4. Import 30 loads of topsoil for fill along the outside of drive and for finish grading. S. Import 30 ton of Y," roadbase for placement under naw sidewalks. 6. Final grade the site to +1-1110'. Machine graded only. No hand raking included TOTAL: S28,394.00 CLAUSES; --- 1. ItemB 1 and 2 include all demo, haul off and dump foes not gmffled in our original bid, 2. General Contractor or builder is responsible for layout and shooting grades. If General Contractor does not shoot grades a benchmark and cut and fill &takes with offsets must be supplied for the exc. valor. 3. No over excavation or se -compaction due to unsuitable soils encountered during excavation. 4. No soil teats arc included in this bid. S. No weather related costs are included in the bid, Any work done under frost conditions will not be warranted against settlement. S. All extra work will need to be authorized by General Conttactor or owner through a work authorization form. Please contact Long's for fomrs. 7. Water source and water for compaction to be supplied by the owner. All materials and sub -co rackws will bave a 15% handling fee ebarged for work under Time & Materials basis or Allowance items. 8. No asphalt or roadbaso included for driveway prep. b9yo u, s Excavation, Inc. P.5 P02 9)A 7 Lt,> >d 'oo.oa'J&NM I1n1Jtl�++Uc�cn�i�l�ni i�iiv dt�.+1:1j 970 329 4064 AOIN FAX FROM: TO: NATIVE EXCAVATING, INC./EAGLE PO Box 3577 Eagle, Colorado 81631.3577 (970) 328-4062, FAX (970) 328-4064 Doug Thompson Hyder Construction, Inc. 1020 West First Avenue Denver, CO 80223 Phone: (303) 825.1313 FAX: (303) 825-3223 RE: Proposal for Eaglc Court House Driveway Construction DATE: July 23, 1997 ,01%, Doug: Please find attached, proposal for the above referenced project. if this proposal is accepted, please notify me right away so I can make a commitment on the topsoil. My source may not be available for very long. Thanks for your attention to this matter. Please call if I can be of further assistance. Respectfully, 1 Randy Jackson Area Manager Pages Sent (including cover) (4) JA; ---SEP 02 '97 02 : 51PM HYDER CONSTRUCTION 303 825 1313 ' "' """ P.7 �- NATIVE EXCAVATING, INC. PO Box 3577 Eaglc, Colorado 81631-3577 (970) 328-4062, FAX (970) 328-4064 PROPOSAL Date: Jul) 23, 1))7 Suhmi►tcd To: Project Name and Address: Nance: Mr. Doug ThomWn Eagle County Court Home Drii ci%-ay Hydcr Construction, Inc. EJglo, CO 1020 Wcst rirsi A%cnuc Architect: Slater, Paull & Asuzinles Dunvor. CO 80223 Englnccr N/A Phone: (303) 825-1313 Plans Dated: 6/4/97, Sheet C1.2 FAX: (303) 925-1223 The rolloiving prices are based on the Scope or Work and inrorniation as provided fA• Hydcr Construction, Inc.. and our Interpretation and evaluation of the required work. Varying or unrorescen sift; conditions, or eban cs in the Scope of Work, as presented in this propusal, ltuiy afficcl Costs which could inciudc, but not bL limited to: additional or alternate Mork methods and Lcclinigvcs, cquipinent requirements, Personnel requirements, and inaterial requirements. We hereby propose to iiurnisll all the nwtorials and perrorm all the labor nc=sary for the eomplction or - EAGLE COURT HOUSE DRIVEWAY PREPARATION. 1. MORiLIZATiON 2. DEMO AND DISPOSE OF EXISTING SIDEWALK ADJACENT TO PAVEMENT REMOVAL. 3, DEMO EXISTING ASPHALT DRIVEWAY IN PLACE AND USE FOR FILi. MATERIA(., 3. IMPAkTPIT RUN AS NEEDED. PAYMENT TO BE BASED ON UNIT COST PER TON. S. SURGRADE PRF -.P AND GRADING, 6 IMPORT AND PLACE- ROAD BASE FOR CURB 111 GUTTER AND SIDEWALK. PAYMENT TO BE BASET) ON UNIT COST Ph;R TON. 7. IMPART AND PLACE TOPSOIL. PAYMENT TO BE BASED ON UNiT C:AS'r PEk CUBIC: YARD. P1I.EASF. SKE ATTACHED BREAKDOWN OF ESTIMATED QUANTITIES AND COSTS. NOTES Grados Cor the subgrade and road base placement for side%alks and curb & putter to be rinishod io .1 /- .10 rout Cleanup of the site prior to the work- outlined above is 1101 ineludtd. Trcicanup is required, cost will be in additlotn to the above costs. ( amities arc not &u9r3n1ozd. Acival qubntitiCY ma) vary, Payment to & based on unit CoSls. The sidewalk rcmoral ikm is for the remaining sidc%vaTk Aacent to the cNisting asphalt only. Other sidewalk removal is not included. r JrliL-Str' bG, '7r_ _V -DIr'11 MTVLM I.V11WKUl.I lU11 MGD l.Zl.J W rW .64W gone PAGE 2 NATIVE EXCAVATIN), INC. The road lase quantity is based on placing 4" of material under the sidewalk and curb and guttor. Up to thrrc mobilizations for placing attd grading are includes. One for demo. pit run placement and grading, suhgradc prep. and road hase for q►c curb and guU%r; one for the sidcwalk road bark placement and grading. and inlpurt topsoil; and one mob to finisb placing topsoil. If additional ntobilizaliolt is required. applicable cl►arges %sill be billed to Hy►ir Construction. Surveyors to sot of i, hubs for subgradc at 2i' stations on cath side ortlTc drivCWiv. Surveyors to set offset huhs for curb a,id gutter subgrado at 2 g' stations, Wawr rot compaction to be rurnisIwd by olhcM. The topsoil r0r this proposal is not xreened and may havc a row rocks TERMS AND CONDITIONS Bond is not inCIUdU4-*' Ta\ is not included. ✓ All uork- and costs arobi.wd on Constructing 1110 projoct in 1997, ,,*-- if any portion of the project is conslructcd in 1998 cost adjustments may bar. applicable. This proposal is Smid for (14) days. L . EXCL11S1ON5 Any peratits. Surve3 i ng and layout. Driveway gravels or paving. ✓ Trullic control. r-1 Warranty or guarantee of design recommendations or quanlities. ✓- Soils testing, Hwardous materials ahm iam0ni. Rock cxcavalion and blasting. Excavation or rcptaam10n1 of unsuitahlc suhgra&% material. Shallow ulililics. bunching or mal�`rirlls. Landscaping or finish grading of topsoil. Import or expOrl of rin or Cxcavaled n►aterial, cxcapt as noted. Fencing. Culverts or site drainage Relocation of undergound utilities, irrigation or sprinkler systems. Any undetZround ulilitio.S. r'. d r • 47.0 Thank you for the opportunity to submit this Proposal. Please do not hesitate to call if you should have any questions. Respactrulky, 0;P4 ltand.% L. Jackson Area Manager 1:Malk Jwz-SEP 02 '97 02:51PM HYDER CONSTRUCTION 363 825. 1313 9710 325 4e64 P.9 r-. "~ EGLECORT.XLG NATIVE EXCAVATING, INC. EAGLE DIVISION PN: (970) 328-4062 FAX: (970) 32&4064 DATE: 7=97 PROJECT: EAGLE COURT HOUSE DRIVEWAY DEMO, CURB & GUTTER PREP, SIDEWALK PREP Pape 1 HYDEgCONS CHANGE IN WORK COST SUMMARY EAGLE COUNTY COURTHOUSE RENOVATION CHANGE ORDER REQUEST #21 DATE:7/15/97 DESCRIPTION: TO REMOVE THE MASONRY BELOW THE TERRA-COTTA WHERE THE SUPPORT FOR THE TERRA-COTTA IS NOT IN PLACE LABOR: CRAFT TYPE: HOURS: BASE RATE: BASE COST: LABOR 0 $10.50 $0.00 CARPENTER 0 $17.00 $0.00 SUPT. 0 $23.00 $0.00 TOTAL BASE LABOR COST: $0.00 LABOR BURDEN: 49% $0.00 TOOLS: 5% OF LABOR $0.00 LABOR SUBTOTAL: $0.00 MATERIALS: QT $0 SO SO 50 $0 TAX ON MATERIALS: 0.0% $0.00 MATERIAL SUBTOTAL: $0.00 SUBCONTRACTORS: HILLEN CORP 1 QT ($500.00) PERMANENT BUILDERS 1 QT $5,716.00 SUBCONTRACTOR SUBTOTAL: $5,216.00 SUBTOTAL: $5,2 6 FEE @ 5.5% $287 TOTAL REQUEST: $5,503 J J 11 Cl ? 1997 "DER m R 10^_0 WEST FLRST AV& DEti'ti cR COLORADO • 802^3 (03.825.1313) • FAX (303.825.32 ) COtRLC'1 ION Nc NYDER CONSTRUCTION, L'iC. SUBCONTRACTOR CH.�NiGE ORDER REQUEST STU-Na, SU-Na,IARY JOB N Eagle County Courthouse Remodel DATE: 7/2/97 SUBCONTRACTOR: R4CTOR: P rmanen+ Builders, Inc Cri_�- GE ORDER REQUEST NO.: One (1 DE5CRIBTIONN: Saw out four (4) upper floor windows B : � S ��^` E (^ ` xl..R-�1 i I- - - R,. COS 1 Supervision 10 22.00 220.00 80' Cut 80' 20.00/ft 1,600.00 Steel Patch 24 20.00 480.00 Scaffold Set RO 15.00 102po.nn LA B 0 R COS T J� -,-LTlies ?t � .�.�:C� : 23.91' T O-.% F _ , = COS - `�,i_zT_ERIAL AT COS- S. -,.—TTS TA--,( P -_:\4T. ,LS O T::EZ- R S L,BTOT �. 011ERi EAD & FEE: 30 101. ,L 3. 500.QQ 837.00 4337.00 60.00 1,319.00 5,716.00 "`.OTE:.-=.TTACH Ta.ItiF-0F= SFE.E.TS OR i`:T- GICES FOR DE... ILS ON �1:�T=AL & L. -.30R 13 July 2, 2997 Hyder Construction 1020 West First Ave Denver, CO 80223 Re: Eagle County Courthouse Remodel PERMANEavT BUILDERS INC. 1190 Airport Center, Glenwood Springs, CO 81601 (970) 945-2788 Fax (970) 945-2409 Description of Work Completed 10 Hours Supervision @ $22.00/hour 80' Saw cut @ $20.00/ft. 24 Hours Set steel patch @ $20.00/hour 80 Hours Set scaffolding, tear out & clean up @ S15.00/hour 4 Batches Mortar Mix @ $15.00/batch 'fin ,A ?A -1a i S � �• • $ 220.00 1,600.00 480.00 1,200.00 60.00 5Lh' IOG '7( 10-10bHll I-ITI)LK l.Ul`blXUl..IlUN bbb tiGS ldld DE CONSTRUCTION INC. CHANGE IN WORK COST SUMMARY EAGLE COUNTY COURTHOUSE RENOVATION P.2 DATE.7122197 DESCRIPTION: OVER EXCAVATION AND BACKFILL FOR UNSUITABLE BEARING SOILS AS PER CONTRACT UNIT PRICING AND PER TESTING AND DIRECTION FROM HEPWORTH-PAWLAK CRAFT TYPE:OH URS: B _S RATE: BASE COST: LABOR 0 $10.50 $0.00 CARPENTER 0 $17.00 $0.00 SUPT. 0 $23.00 $0.00 TOTAL BASE LABOR COST: $0.00 LABOR BURDEN: 49% $0.00 TOOLS: 5% OF LABOR $0.00 T]TVt4:l►_l11�3; LABOR SUBTOTAL: $0.00 OT $0 $0 $0 $0 $0 TAX ON MATERIALS: 0.0% $0.00 MATERIAL SUBTOTAL: x$.0.00 SUBCONTRACTORS: LONGS EXCAVATION 1 OT $2,502.47 SUBCONTRACTOR SUBIrOTAL: $2,502.47 SUBTOTAL: $2.602 FEE 5.5% 13B TOTAL REQUEST: $2,640 5tt' 10C ' 7( 1YJ• VJbNI'1 HTI)LK WIY51 KUI.I 1VIY d0d CCS ldld 0.7^17-97 05:OOPM FROM LONGS EXCAVATION TO NYDER CONST P02. I ' Ju1.y 16, 1997 J' TO: Doug RE: Eagle County Court Howse The following tic" fall under Contract Claude Itam #7.- 5/14/97 7:5/14/97 Statement# 0080 Haul in 1/4" S.R.BaWOU Around Elevator Pit, S 979.60 5/15/97 statement* 0085 Haas In W SX -Backfill Around Elevator Pit. I S 232.63 5/28197 Statement## 0083 Haul In 3" Minus -Exterior Rupert S 852.86 5/28/97 Statement# 0084 Haul In 3" Minus -Exterior Import S 125.13 TOTAL AMOUNI''PER CLAUSE ITEM #7:, S 2220,22 Ile following tickcts fall.under Over Excavation Re -compaction Under PierB: 5/15/97 Statanent#� 0082 Haul In 3" Minus S 752.99 S/15/97 Statenseno 0086 Haul In 3" R.B. S 1749.48 AMOUNT FOR OVER EXC. & RE -COMPACT: S 2502.47 Y ?.flng's E n, SEP 02 '97 02: 56JM HYULK UUNb i KUU i IUN .ped ae5 1.61 .1 M1 o r. LYJ HYDEI� CONSTRUCTION INC. CHANGE IN WORK COST SUMMARY EAGLE COUNTY COURTHOUSE RENOVATION ,I#rf±fE` DATE:7/28/97 DESCRIPTION: THE ADDITION OF THREE(3) WEATHER PROTECTED GFI ROOF TOP RECEPTACLES FOR THE MAINTENANCE OF THE ROOF TOP EQUIPMENT AND DOWNSPOUTS LABOR: CRAFT TYPE OURS, BASE RATE: BASE COST: LABOR 0 $10.50 $0.00 CARPENTER 0 $17.00 $0.00 SUPT. 0 $23.00 $0.00 TOTAL BASE LABOR COST: $0.00 LABOR BURDEN: 49% $0.00 TOOLS: 5% OF LABOR $0.00 MATERIALS: LABOR SUBTOTAL: $0.00 OT $0 $0 $0 $0 $0 TAX ON MATERIALS: 0.0% $0.00 MATERIAL SUBTOTAL: $0.00 SUBCONTRACTORS: BRC ELECTRIC 1 OT $830.35 SUBCONTRACTOR SUBTOTAL: $830.35 SUBTOTAL: $830 FEE @ 5.5% $46 TOTAL REQUEST: $876 SEP 02 19 ( d2: t>&im HYlltK C Uf`Ib I KUI. I lUIY Jb� tiGS 1 j1d '7-2a— 1 rw / O - 1 �.N" 1 i PC611"1 (-Q C.I KU 1 L11 16d U 1 0 July 24, 1997 Mr. Doug Thompson Hyder Construction 1020 West 1st Avenue Denver, Colorado 80223 RE: Eagle County Courthouse ITEM: BRC Change Order #5305-3A h'. 11 P. 3 Doug: BRC Electric Contractors, Inc. is pleased to offer the pricing for the above referenced change order. 1. Furnish and Install (3) GFI rooftop receptacles. TOTAL AMOUNT $830.35 Should you require additional information or have any questions, please feel free to contact me. Thank you. Sincerely, BRC ELECTRIC CONTRACTORS, INC. wAgag"k Mark Fischbach Project Manager 1335 ELAT[ STREET • DENVER • COLORADO • S0204 • (303) 82&2272 - FAX (303) 3254272 SEP 02 197 02:52PM HYDER CONSTRUCTION 303 825 1313 r UM GSKU CLCVr ► KA L. a�oaacaoc i Dat®: 7124197 Submit to: Hyder Construction Address: 1020 West 1 at Avnenue Denver, CO Job name: Eagle County Courthouse GC r Terence number: 5305 6RC Job number; 5305 Change ordar number: 5305-3A Description: See attached scope letter P.12 P. 3 Labor hours - straight time. 14.00 at S 36.00 $ 604.60 Labor hours - overtime: - at S - - Supervision - straight time: 28.29 Supervision - overtime: - SubtotaL• 4 '632.29 r^ General material: $ 124.00 Quoted material: Expendables and waste: 3.72 Sales tax on material: 3.83 Tools, cleanup and delivery: 15.97 Safety orientation and compliance: 5.65 Project engineering: - Subtotal: 164.17 labor and material subtotal: S 686.47 Overhead 5 82.38 Profit 61.51 Submtel; 143.88 Change cider subtotal• 830.35 Permit $ - Bond Subtotal,- ubtotal:Total Totalchange order: S 830.35 r� 1335 ELA'T1 ST1 iT • DENVER • COLORADO .80304 • (303) 825.2272 •1•AX (303) 825.8272 TION 8-06SEPy0z 1 97 1 N152PM t�urEiRtIKL; WC. I K 1;.o a0�4'�131c3 P.13 P. 2 r A ' SRC ZLRCTRIC CORTRACTORS, INC.'. IsUO: 23 * TAXXeOFF PARTS 9LbKh I&RD BY PAODUCT TYPE a cka c0 06-30-97 01-23-97 8:17 Pg: 1 - Continued cin nexe pap - ---------- LABOR --------- PART NU mEA D E S C S Y P T I 0 N COU2+T UNIT rA=WDED t TTL UNIT Mum t TTL Anaer+..r.......... .... rwsyss:eaeaa.............. .ffaffatsYw..w......eaeaaafaat........ .aaa0aarr.f...►a:ampaa........ eaaear...... as Produce Cede+ 0111 - COPPER MIRE 01110032400 812 THO CG SOLID 900 4!,480 M 24,74 19.9 6.210 M 3.10 22.1 Subtotal: coppsR WIRE ------------------------------------------------------------------------ 24.7d 19.9k 3.20 22.1k --.----efa:eYlefeaxaa..................... Product Code: 1200 - SM? COODUIT 12001002001 1/20 DIM COMUIT 120 14.620 C 17.55 14.1 4.299 C 5.21 37.9 - ----------------------j----------------------- ----------------------- Subt0tAl: WT CONDUIT 17.55 14.18 6.27 37.5! ■aa■atrrr-.w-...-.aafxsa=asfaaaUna ....r.aw-.-■aaeodea■rr........aaffftaaaa►....... f==r_ear------ essaaaar.....faffss--. Product Code: 3300 - ZHr FITTINGS 23007013511 1Mr/2' P COW S S DC d 7 13.490 C .80 . 4.876 C .29 2.1 23007013561 1/2" EM'T COW SS DC 15 35.363 C 6.20 4.3 3.450 C .51 3.7 23007014061 1/2w MC 1 VOLS STRc'i? 15 26.124 C 3.50 2.0 3.080 C -55 3.9 ,r., Subtotal: SPIT FITTINGS a.92 6.94 1.36 9.74 .............. --------- ........ ....... esasaA.....waaaai-r Paoduct Coda: 2710 - 80)(93, CV1tS, RIMS 2710APS6945 ORD SCR W/PICTAIL SC21032-PTI. 3 43.389 C 1.30 1.0 2.300 C .06 5 271ORCOSIDS B&LL BOX 1G 1/2" 5 =bs 3 619.080 C 10.57 14.9 56.305 C 1.74 13.4 271ORCOSI23 IC mp DUP I= om SOX MT 5095 3 5.088 8 1)(.26 14.7 .104 E .31 2.2 Subaotal: DOW. CVRS, R3NOS 38.13 30.64 2.12 IS.it f.....-wrr-ws7=saxaaxey............. t■comae►........ ..-aaaasaw......... ■weeeta........ -aaaeaar...... "gamma .......... s ....... wxaxaar., Prod= Code: 3310 - LOADCSNTSR9/CRT BRFA><ERS (H) 3310BY36210 PLUG-IN 88.108 20A IP DR120 1 9.488 E 9.48 1.6 -172 3 .17 Aubtotal : LONDC&STARS/Clic DRWMW IN) 9.48 7.6% .17 1.22 ' r•-A17saafff ffat,.r r...-...wad=saaml-aa........ inccfasiwwfw....-esffeafaoaaaaawssssLsair--.--ieeeaeea....wffaaaear...r.aaaacrrr-.waseeea Product Code! 9100 - TRIM DEVICES & PLATES 5100LV25546 20a.OPT OUTLET LCV 66991 3 736.000 C '22.08 17.7 ,30.125 C .60 4.3 8slbcocal: TRIM DEVICES & PLATES _•------------ -------------a----------- -------------------------------- 22.05 17.7% ,60 4.34 .•.oxeeeeesrr---.....faaasssrs-.......-+aaaaasaa.aaa-+.aaeseeesr........■dada...-.w..se»ay-r....wfatfy......w.coa.......ewsrr...... Product Coda. 6420 - MIRS CONNECTORS 6430I00076 MIREMM RSD IDEAL 10 80.990 M .oil .7 23.000 Al .............. a........................... .23 1.9 $ubtotal. W;R$ CM=CTORS ... ---- .04 .71k -................ ,23 1.64 • eettf ■taarr-r--w.-wvmz==:etasr.... ra-wtttaeta.......... atlf waaarrral-lwtaaaaf....... .•tffaarr..... Raaaan&..... waaf arar p-fatas9Sa.. Pxoduot Codes 6530 - RA=ARE & MZSC. ITEMS - Continued cin nexe pap - �sEP 02 '9 02:53PM-HYDER CONSTRUCTION 303 825 1313 P.14 P. 3 r KUM 95KVo c.►.G�.1 K t t. ZvJ3oc00t i e- 1 aAC SLBClRIC CONTitAC W. INC. 'a'%.B: 23 • TAU-OPP PARTS SVM "I7.AD BY PRODUCT TYPB • .erJos oe 06-30-97 07-23.97 at17 Pg: l ......... MATERIAL --------- -------=-- LABOR --------- PUT X"Rk D E E C R I P T 1 0 R cowl WIT EXT8Nm k Til+ WIT MOORS Z TTL aaaa9aaeSeeae-m=ale9■daaaea asaaaaaanow Wong aaaatalaa.aa.aaaeaOO.Oicaaaaca..ic=t zaac.es c xx=Baa.r.r............p..eraeeesa7xx�G�.-. 6S30207502n 610 N ASTIC ANCl= W/SCRRW 23 .121 S 3.01 2.4 .049 S 1.19 0.5 Subeeesl B7►RMMM & MISC. ITEMS 3.01 2.44 1.19 0.94 a,I...rdrrrr.rYea.aeaaaaccoacs:=aaso��easaa�ssa��se exrcxxx at eaaseeaae nater ..................... ............-qO■ Total 124.49 100.01 14.07 100.0% Knoo 5ti ue_ " 7f LVJ• YJOHlA rl [ Ur -M li-AIM I KUI. 1 lUlr JUJ 8GJ 1J1.Z HYD C01 STR UCTION iNC. CHANGE IN WORK COST SUMMARY EAGLE COUNTY COURTHOUSE RENOVATION '�- oATE:9r2197 DESCRIPTION: TO CHANGE THE FONT FOR THE BRONZE LETTERS TO AMERICANA STYLE LABOR: CRAFT TYPE' HOURS: BASE RATE BASE COST: LABOR 0 $10.50 $0.00 CARPENTER 0 $17.00 $0.00 SUPT. 0 $23.00 $0.00 TOTAL BASE LABOR COST: $0.00 LABOR BURDEN' 49% $0.00 TOOLS: 5% OF LABOR $0.00 MATERIALS: SUBCONTRACTORS: LABOR SUBTOTAL: $0.00 QT $0 $0 $0 $0 50 TAX ON MATERIALS: 0.0% $0.00 MATERIAL SUBTOTAL: $0.00 SACHS-LAWLOR 1 QUOTE $180.00 SUBCONTRACTOR SUB'T'OTAL: $180.00 SUBTOTAL: $180 FEE 5.5°h 10 TOTAL REQUEST: $190 7( lU- U(MI'I HTUtK l.Ul`IJIMU'-I lUl`I 7YJJ tie-' 1.71.7 ye.., 7V\V-,..Cp'~ ARTCRAFT SIGN COMPANY TRANSMITTAL FAX-* (, o i -O? b`7 P OFFAGES 1 _MAI mEsmim WE ARESWING. .DRAWDES _,_,SSP DRAWINGS SA1V�I� _BIDQWrA?ION r'. Z) FRONT RANGi FUC IUC SIGNS REMARM , \ � Q YOUR APMOVAL. _ fix'• s�=� .,. I 0 Li 0 YOUR V54 oKoma auD copr'ro meow �.vSC�+• �� IFLWLOS, MAiENWAS P1.FJLS�DIQ!!FZ' VSAT ONCE Zit BJttd S 414844cas ! a I 2I0'IMtf'I SH9ldS = 1JC213 G t � e0 ts-sa-^Inr / SEP 02 '97 02:53PM HYDER CONSTRUCTiUN JWJbe5 1313 P.15 CONSTRUCTION INC. CHANGE IN WORK COST SUMMARY EAGLE COUNTY COURTHOUSE RENOVATION r DATE:9111 /97 DESCRIPTION: TO PROVIDE WATER AND SEWER CONNECTIONS TO THE BUILDING THE WORK WAS INCLUDED AS AN ALLOWANCE IN THE GMP SINCE NO INFORMATION REGARDING LOCATIONS AND TIE-IN WAS AVAILABLE AT TIME OF BIDDING REVISED TO REFLECT SINGLE MOBILIZATION FOR ASPHALT PATCH LABOR: RAFT LABOR CARPENTER SUPT. MATERIALS: SUBCONTRACTORS: WATER SERVICE WATER SERVICE SEWER SERVICE UTILITY ALLOWANCE HOURS` BASE B&M 0 0 0 TOTAL BASE LABOR COST: LABOR BURDEN: 49% TOOLS: 5% OF LABOR LABOR SUBTOTAL: QT BASE_COST! $10.50 $0.00 $17.00 $0.00 $23.00 $0.00 $0.00 $0.00 $0.00 TAX ON MATERIALS: 0.0% MATERIAL SUBTOTAL: LONGS EXCAVATION 1 COST ELAM CONSTRUCTION 1 OT LONGS EXCAVATION 1 COST CONTRACT 1 ALLOW SUBCONTRACTOR SUBTOTAL: $0.00 $o $0 $0 $0 $0 $0.00 $0.00 $11,200.00 $3,950.00 $1,440.00 ($15,000.00) $1,590.00 SUBTOTAL: $1590 FEE.2 5.5% $87 TOTAL REQUEST: $1,6771 SEP 02 '97 02:53PM HYDER CONSTRUCTION 303•-825 1313 CONSTRUCTION, INC. 0057 Edwards Access Road • P -O. Box 1176 Edwards, Colorado 81632 Sponsors of (970) 926-5411 - FAX (970) 926.5465 FAX PROPOSAL. SUBMITTED TO: Hyder' Cunittritct-ibn Inc'. 102x11 West First Ave Denver Colot••ado 8121223 ATTN: Doug Phone: Job Name & Architect, P.16 Proppsal Page of 1 Datq: Asphalt Patching Gt h St Gypsum We hereby propose: ! 1. t, Srawcut and re (neve sxisting asphstit and bitse tnateriai f -'V- aspha? patch back rape? -ox. 12480 SF. r_Irnish and place 5" of Asphalt covering the carne ais cea as above Appy,ox. GOO SF. �:- 347 '7'j nc + x All of the above work to be completed in a sub�tJpGa>lard-.tp7kr sa�like�a�gnssrr�or �h��stl�nsQt�t j P- i f.t y hc,1 ars and 0! �7ec' 315,0 IMPORTANT: The terms and conditions stated on the reverse side hereof are expressly made a part of this contract. This proposal s ail nest become a binding contract unless and until the Acceptance of Proposal and Confirmation by Contractor on the reverse side have been executed. This proposal must be accepted as provided and delivered to Elam Construction. Inc., dayslibm above data. or it shall expire. •To accept this proposal, please sign back of Respectfull submitted white copy and return to Elam Construction, ELAM'C N5 uCTION, I�(. Inc, Elam Construction, Inc. shall not be bound herein to execute a contract unless by CC. the owner provides satisfactory evidence of 1 Dr -t,/ :d ra•r• --;='Sr, im:• adequate financing. Form 164.9263 bLH 16d "J( we--7jF1I'I hiTULK I. UI`I511KU1.IlV1`I "Rij CGS ljl.:$ �r .f CO1vSTR UCTiON INC. CHANGE IN WORK COST SUMMARY EAGLE COUNTY COURTHOUSE RENOVATION DATE:8/11/97 DESCRIPTION: ' TO PROVIDE A CREDIT TO THE SECURUS CARD READER SYSTEM PER WALKTHRU WITH EAGLE COUNTY AND BRC ELECTRIC LABOR: CRAFT TYPE: OU S: BASE RATE: BASE COST: LABOR 0 $10.50 $0.00 CARPENTER 0 $17:00 $0.00 SUPT. 0 $23.00 $0.00 TOTAL BASE LABOR COST: $0.00 LABOR BURDEN: 49% $0.00 TOOLS: 5% OF LABOR $0.00 LABOR SUBTOTAL: $0.00 MATERIALS: QT $0 $0 $0 $0 $0 TAX ON MATERIALS: 0.0% $0.00 MATERIAL SUBTOTAL: $0.00 SUBCONTRACTORS: BRC ELECTRIC 1 QUOTE ($2,380.00) SUBCONTRACTOR SUBTOTAL: (32,380.00) SUBTOTAL ($2,380) FEE Q 0% $0 TOTAL REQUEST: $2,380 509 SEP 02 '97 02:54PM NYDER CONSTRUCTION 303 825 1313 P.18 P.2 Qa July 31, 1997 W. Doug Thompson Hyder Construction, Inc. 1020 West First Avenue Denver, Coloradd 80223 RE: Eagle County Courthouse ITEM: Card Access Deduct Dear Doug, BRC Electric Contractors, Inc. is pleased to offer the following deduct 1. Reduction in scope for card access system. < $2,380.00 > Should you require additional information, please do not hesitate to call. Tbank You. Sincerely, BRC ELECTRIC CONTRACTORS, INC. Mark Fischbach Project Manager 1336 ELATI STREET • DENVER • COLORADO. $0204 • (303) 45-2272 • FAX (303) 8255= v - HYDE CONSTRUCTION 1NC. CHANGE IN WORK COST SUMMARY EAGLE COUNTY COURTHOUSE RENOVATION CHANGE ORDER REQUEST #27 DATE:8I19197 DESCRIPTION: TO PROVIDE ADDITIONAL PIPING FOR THE ROOF DRAIN TIE IN TO EXIT BUILDING LABOR: CRAFT TYPE: HOURS: BASE RATE: BASE COST: LABOR 0 $10.50 $0.00 CARPENTER 0 $17.00 $0.00 SUPT. 0 $23.00 $0.00 TOTAL BASE LABOR COST: $0.00 LABOR BURDEN: 49% $0.00 TOOLS: 5% OF LABOR $0.00 LABOR SUBTOTAL: $0.00 MATERIALS: QT $0 $0 $0 $0 $0 TAX ON MATERIALS: 0.0% $0.00 MATERIAL SUBTOTAL: $0.00 SUBCONTRACTORS: CDE MECHANICAL 1 QUOTE $545.00 SUBCONTRACTOR SUBTOTAL: $545.00 SUBTOTAL: $545 FEE @ 5.5% $30 TOTAL REQUEST: $575 INSTALL ADDITIONAL PIPING NOT SHOWN ON DRAWINGS FOR THE ROOF DRAIN SYSTEM QTY DESCRIPTION/MATERIALS f^ Commercial Design Engineering, Lt d. Mechanical Contractors LTD. Date: JULY 30,1997 617/97 $ PROJECT NO. 1 LABOR COST CUSTOMER P.O.# CHANGE ORDER WORK 4080-005 INVOICE# BILL TO: HYDER CONSTRUCTION HVAC -R 5.41 S JOB # 1020 West First Avenue SHEET METAL 57.32 FAX # Denver, Co. 80223 PLUMBING X OFFICE # 3 TOTAL PAYROLL W/BURDEN FIRE PRO. 221.11 FAX # ATTN: Doug Thompson HYDRONIC HEAT 4.15 S 16.60 JOB: Eagle County Court House OTHER 170.46 6 4' NOHUB CLAMPS INSTALL ADDITIONAL PIPING NOT SHOWN ON DRAWINGS FOR THE ROOF DRAIN SYSTEM QTY DESCRIPTION/MATERIALS UNIT PR TOTAL SUMMARY TOTALS $ - 1 LABOR COST $ 163.78 20 LF 4' CAST IRON NO HUB PIPE 5.41 S 108.20 2 TOTAL BURDEN 35% $ 57.32 2 4' 1/4 BENDS 8.79 S 17.58 3 TOTAL PAYROLL W/BURDEN S 221.11 4 4' CLEVIS HANGERS 4.15 S 16.60 4 TOTAL MATERIAL & EQUIPMENT S 170.46 6 4' NOHUB CLAMPS 468 S 28.08 5 OTHER RELATED COSTS ETC. S SHIPPING,HANDLING,FREIGHT 0.0366 $ 6.24 S 6 FOREMAN TRUCK EXPENSE 7.5 S 7.50 S 7 SUBSISTENCE 4.00 $ 25.20 S 8 SUB -TOTAL ITEMS 3 THRU 7 $ 430.51 $ 9 DIRECT COST 0.15 S 64.58 S 10 SUB CONTRACTS $ - S 11 OTHER / MISC. S 12 SUB -TOTAL ITEMS 8 THRU 10 S 495.08 S 13 PROFIT 0.1 $ 49.51 S 14 SALES TAX OF LINE 4 0 LABOR TOTAL S 170.46 15 OTHER DATE EMPLOYEE RATES HRS TOTAL 16 TOTAL OF ITEMS 10 THRU 12 $ 544.59 FOREMAN S 27.68 1 S 27.68 17 ADJUSTMENT (+y S 0.16 JOURNEYMAN $ 25.68 5.3 S 136.10 18 BASE BID, QUOTE /TOTAL COST S 54475 SHEET METAL $ 24.00 S - SHEET METAL SHOP $ 22.00 $ 19 TOTA HANGE ORDER S 544.75 CREDIT LABOR S 25.68 S S PROJECT MANAGER $ 30.00 S Tnrni uni iac / `G TOTAL LABOR AMOUNT 163.78 SUBCONTRACTORS S 1 INSULATION S S S - TOTAL S OTHER / MISC. S _ 1 BALANCE 1480 S 1,480.00 S - S - S - TOTAL $ 1,480.00 Time Extension Days 12 Fmcd L@_&b& DATE / ACCEPTANCE/TITLE DATE ACCEPTED 27 i0 DELTA PLACE, COLORADO SPRINGS, CO 80910 1003 WINTERS AVENUE, GRAND JUNCTION, CO 81501 P.O. BOX 2440, COLORADO SPRINGS, CO 8090I P.O. BOX 2418, GRAND JUNCTION, CO 81502 OFFICE PHONE: 719 / 390-0555 FAX: 719 / 390-9448 OFFICE PHONE: 970 / 245-0595 FAX: 970 / 245-1015 Page 1