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HomeMy WebLinkAbout2015-165 AMS - Lomax Construction Company, Inc. for Proposed Change Order #2 - unforeseen field conditions (contingency) allowance reconciliation $13,050ow -&S' Cd ]7 i2 �10 or�h �aCO�� Orange County Asset Management Services Jeffrey E. Thompson, Director To: Bonnie Hammersley, County Manager From: Jeff Thompson, Asset Management Services Director Date: March 28, 2015 RE: Project close -out Change Order #3 — Whitted Meeting Room & Site Improvements As part of formally closing out this successful project, the attached is the final (and second) change order request for your approval. Most of these items relate to the parking lot site work that are the result of contract materials and stormwater system allowance reconciliation, site unforeseen conditions covered by project contingency (removal of vintage concrete pier foundations in the parking lot) and negotiated requested change orders from the Contractor related to the final punch and commissioning activities from last fall. Proposed Change Order #3 amounts to $13,050; there are adequate funds within the Capital Project budget to cover this final close -out change order. The Duke Energy installed site lighting is being fine -tuned and corrected the week of 3/30 (again, after the punch inspections earlier this month). Once this Duke Energy work is completed, the Contractor will install the site landscaping. Once this installation is inspected and accepted, the County will pay out the retention and close out the contract. We have already received the contract required as -built drawings and operations /maintenance manuals for our records Should you have any questions, please feel free to contact Alan at 919- 245 -2625, or via email at adorman @orangecountync.gov. P.O. Box 8181 * 131 West Margaret Lane^3rd Floor* Hillsborough, North Carolina 27278 Telephone: Area Code 919 245 -2625 Fax: 644 -3001 E -mail: jethompson @orangecountync.gov =1 Document G701TM - 2001 Change Order PROJECT: (Name and address) 1 st Floor Renovation R.E. Whitted Building A 300 West Tryon Street Hillsborough, NC TO CONTRACTOR: (Name and address) Lomax Construction, Inc. PO Box 35169 Greensboro, NC 27425 -5169 CHANGE ORDER NUMBER: ' OWNER ❑ DATE: December 23, 2014 ARCHITECT ❑ CONTRACTOR ❑ ARCHITECT'S PROJECT NUMBER: 1216 FIELD ❑ CONTRACT DATE: January 15, 2014 OTHER ❑ CONTRACT FOR: General Construction The Contract is changed as follows: (Include, where applicable, any undisputed amount attributable to previously executed Construction Change Directives) COP #4.1 Switch Types 1 & 2 Carpets Add: $ 2,702.00 COP #8 Storm Revisions - Against Allowance Add: $ 7,013.00 COP #12 GFI Circuits Add: $ 230.00 COP #14 Elevator Laminate Credit Deduct: $ (1,575.00) COP #15 Hwde Allowance Adjustment Add: $ 1,376.00 COP #16 Remove Existing Concrete Slab & Piers Add: $ 7,600.00 COP #19 Duke Conduit - Allowance Adjustment Add: $ 4,195.00 COP #21 Credit for Unsuitable Spoil Allowance Deduct: $ (10,000.00) COP #23 Wood Basde In Flex #210 Add: $ 1,509.00 The original (Contract Sum) ( was $ 880,400.00 The net change by previously authorized Change Orders The (Contract Sum) (Eitimenteed hfweiffmm Priee ) prior to this Change Order was $ 95 134 nn $ 905,534.00 The (Contract Sum) ( e) will be (increased) by this Change Order in the amount of $ 13 0.50 On The new (Contract Sum) ( ' ), including this Change Order, will be The Contract Time will be (increased) (decreased) (unchanged) by The date of Substantial Completion as of the date of this Change Order, therefore, is ) days. 918,584.00 NOTE: This Change Order does not include changes in the Contract Sum, Contract Time or Guaranteed Maximum Price that have been authorized by Construction Change Directive until the cost and time have been agreed upon by both the Owner and Contractor, in which case a Change Order is executed to supersede the Construction Change Directive. NOT VALID UNTIL SIGNED BY THE ARCHITECT, CONTRACTOR AND OWNER. Corley Redfoot Architect ARCHITECT (Firm name) 222 Cloister Court Lomax Construction, Inc. CONTRACTOR (Firm name) PO Box 35169 Orange County OWNER (Firm name) PO Box 8181 Hillsborough, NC 27278 ADDRES BY (Signature) Iq (Typed name) (Typed name) (Typed name) 1 February 13, 2015 /"t � 8't s DATE DATE DATE 1 CAUTION: You should sign an original AIA Contract Document, on which this text appears in RED. An original assures that changes will not be obscured. AIA Document G701" — 2001. Copyright ©1979, 1987, 2000 and 2001 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. Purchasers are permitted to reproduce ten (10) copies of this document when completed. To report copyright violations of AIA Contract Documents, e-mail The American Institute of Architects' legal counsel, copyright @aia.org. 102609 • ri.: ® ,D, Document G701"- 2001 Instructions Change Order GENERAL INFORMATION Purpose AIA Document G701 is for implementing changes in the Work agreed to by the Owner, Contractor and Architect. Execution of a completed G701 indicates agreement upon all the terms of the change, including any changes in the Contract Sum (or Guaranteed Maximum Price) and Contract Time. Use of Current Documents Prior to using any AIA Contract Document, users should consult www.aia.org or a local AIA component to verify the most recent edition. Reproductions This document is a copyrighted work and may not be reproduced or excerpted from without the express written permission of the AIA. There is no implied permission to reproduce this document, nor does membership in The American Institute of Architects confer any further rights to reproduce this document. The AIA hereby grants the purchaser a limited license to reproduce a maximum of ten copies of a completed G701, but only for use in connection with a particular project. The AIA will not permit reproduction outside of the limited license for reproduction granted above, except upon written request and receipt of written permission from the AIA. Rights to reproduce the document may vary for users of AIA software. Licensed AIA software users should consult the End User License Agreement (EULA). To report copyright violations of AIA Contract Documents, e -mail The American Institute of Architects' legal counsel, copyright @aia.org. COMPLETING G701 -2001 Description of Change in the Contract Insert a detailed description of the change or reference specific exhibits describing, in detail, the change to be made in the Contract by this Change Order. Include any drawings, specifications, documents or other supporting data to clarify the scope of the change. Determination of Costs Insert in the blanks provided, or strike out the terms in parentheses that do not apply, the original Contract Sum or Guaranteed Maximum Price; the net change by previously authorized Change Order (note that this does not include changes authorized by Construction Change Directive unless such changes were subsequently agreed to by the Contractor and recorded as a Change Order); the Contract Sum or Guaranteed Maximum Price prior to this Change Order; the amount of increase or decrease, if any, in the Contract Sum or Guaranteed Maximum Price; and the new Contract Sum or Guaranteed Maximum Price as adjusted by this Change Order. Change in Contract Time Insert in the blanks provided, and strike out the unused terms in parentheses, the amount (in days) of the increase or decrease, if any in the Contract Time. Also insert the date of Substantial Completion, including any adjustment effected by this Change Order. EXECUTING THE DOCUMENT When the Owner and Contractor, in occurrence with the Architect, have reached agreement on the change to be made in the Contract, including any adjustments in the Contract Sum (or Guaranteed Maximum Price) and _ Contract Time, G701 should be executed in triplicate by the two parties and the Architect, each retaining an original. AIA Document G701 TM —2001. Copyright ©1979, 1987, 2000, and 2001 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. Purchasers are permitted to reproduce ten (10) copies of this document when completed. To report copyright violations of AIA Contract Documents, e-mail The American Institute of Architects' legal counsel, copyright @aia.org. 102609 1st Floor Renovation of R.E. Whitted Building A _ C r ,« r,-4 S i I�t L C -1- [ CRA Project No. 1218; Lomax Project No. 14002 Date: 6/17/14 4.1 Brief Description CARPETING ADD FOR Time Extension Days SWITCHING TYPES 1 &3 THE CARPET CHANGE MAY POSSIBLY HAVE ADD A DELAY TO THE PROJECT AWAITING CONFORMATION Proposed Work: WHEN PRODUCT IS ORDERED Due to the time sensitive nature of the work and volatility in prices this proposal is only valid for 5 Days LABOR TOTAL MATERIAL, TOTAL SUB SUB Total GRAND DESCRIPTION QTY UNIT Unit Cost LABOR Unit Cost Material Unit Cost Unit Cost COST TOTAL Eatman's Carpets & Interiors 1 ! 0 0 2543.75 2544' 2,5441 i 2,544 SUBTOTAL 0 0' 0' PAYROLL TAX&INSURANCE 40% j 0 0; 0 - --- 1 SALES TAX 6.75% 0 -r 0I 0 SUBTOTAL SUBCONTRACTOR 2544, 2,543.75' — � OVERHEAD &PROFIT ON SUB ITEMS 5°/T I � I 127'1 127 SUBTOTAL G.C. 0.00 rt 0.00 _ 0! 0. OVERHEAD&PROFIT ON G.C. ITEMS 10%! _ _ _ - Oi 0 SUBTOTAL G.C. AND SUB —' — --- 2,671 BUILDERS RISK 0.24%-i --- — -- -- ---- 6- 6 BOND — 1.50% I 40 —---- ------ ---�—-- - ---- - ---�--- - ; --- r- --- �--------- $ GRAND TOTAL 2,702 $ 2,702 M A X 1st Floor Renovation of R.E. Whitted Building A C' � rti l� � [ �, � _ � �� � CRA Project No. 1218; Lomax Project No. 14002 Date: �# Proposal Number: 8 Brief Description STORM DRAIN REVISIOM= Time Extension i Days ORIGINAL COST TO INSTALL LINE DEEPER IN THE GROUND UNDER EXISTING SEWER Proposed Work: NEW COST TO MOVE GAS LINE AND TO MOVE EXISTING WATER LINE. Due to the time sensitive nature of the work and volatility in prices this proposal is only valid for ; 5 Days LABOR TOTAL MATERIAL TOTAL SUB SUB Total GRAND DESCRIPTION QTY UNIT Unit Cost LABOR Unit Cost Material Unit Cost Unit Cost COST TOTAL JOHN BAKER PLUMBING 1 0' 0 3265.00; 32651 3,265 01 0 0', 0 PSNC ENERGY 1 0 0 3300.00 3300 3,300 01 _ 0 0 0 - -�- p'' - - 0 0 0 - -- 0 0 - 0 0 --- _ T '~ 0' 01 - --0' - 0 6,565 SUBTOTAL 0 0 -- � — ----- 0 - - PAYROLL TAX 8�INSURANCE 40/6 0, __ 0 ----- - T ---� --� - - -- SALES TAX 6.75/o O 0 SUBTOTAL SUBCONTRACTOR _ 6565 6,565 OVERHEAD &PROFIT ON SUB ITEMS 5% -� o --- 328 328 r - ------ - - - -- -- SUBTOTAL G.C. I, � 0.00 0 0.00 0 OVERHEAD&PROFIT ON G.C. ITEMS 10/o' -- - -- ---- ----- -- -- 0 - 0 0 i SUBTOTAL G.C.AND SUB ! _ 6 893 - --- ----- - /o _ - -- -- --- T- — � - -- y- -- - - -- - - BUILDERS RISK 0.24 17 17 i -- — 103 103 BONG - ---- .-1_50% -- --�-- -- �---- -- --�- ------- --- �- - -- - - - --- GRAND TOTAL -- - $ 7,013 $ 7,013 JOHNBAiYERPLUMB /NG& UT/L /T/ES PO BOX 9 Pinnacle, WC 27043 Change Order Request Lomax Construction Date: 6/13/2014 Attn: Van Reed Job: Whitted Building Parking improvement Lower existing 8" water main approx. 1 ft. 1. 4 — 8" 45% Bends ........ ................... +. +. +.. +.t.. $860.00 2. 1 — 8" MJ Sleeve .......... ............................... $125.00 3. 10 8" Mega Lugs ......... ............0.................. $570.00 4. 36 ft 8" D.I. Pipe ............................. F. a......... $720.00 5. Labor & Equipment ..... ............................... $990.00 Thank you, Danny Baker PHONE: 336- 368 -3163 Daniel J Baker, President FAX: 336. 368.3262 EMAIL: danny@jbpupro.com k0""`�PSNCEkEJ?GK A SCANA COMPANY ESTIMATE TO RELOCATE NATURAL GAS LINE Customer Name: Lomax Construction Company - Van Reed Billing Address: PO Box 35169 Greensboro, NC 27425 Work Location: 229 N Hassell St (Intersection of N Hassell and W Tryon St Description of relocation work: Lower 2" Steel Main In conflict with proposed drain pipe Special Conditions: 1. PSNC ENERGY is regulated by the North Carolina Utilities Commission in the relocation of our facilities and can only recover our actual cost of relocating the facilities. 2. This is an estimate only. The actual cost will be billed to the Customer after the relocation work is completed. 3. PSNC will call North Carolina One Call to notify other utilities to mark underground facilities. 4. Private underground lines are to be located by the Customer. PSNC Energy will not be responsible for damage to private lines that are not marked or marked incorrectly. Estimate valid for 60 daysl Estimate total: $ 3300" PSNC Representative Signature: Date: 6/1012014 Customer Signature: Date: Customer Contact Telephone Number: •'r Work to be performed by PSNC Energy upon receipt of prepayment of the total estimated amount by Lomax Construction Company, An Invoice for PSNC's actual cost of relocation will be submitted after completion of the work and will reflect the prepayment received. Lomax Construction Company reimbursement obligation extends to cover all of PSNC's actual costs, including but not limited to materials, labor, overheads, taxes, unforeseen construction costs and rock excavation. a PSNC Form 0 &E -001A Original --- PSNC Energy Yellow — Customer PSNC 09 -001 July 20, 2009 Van Reed From: PERRY, TIMOTHY <TPERRY @SCANA.com> Sent: Wednesday, June 11, 2014 7:53 AM To: Van Reed Subject: FW: 0058498 N Hassall St 229 Attachments: 0058498 Quote.pdf - - - -- Original Message---- - From: BOGAN, NAKIMA T Sent: Tuesday, June 10, 2014 9:54 AM To: PERRY, TIMOTHY Subject: 0058498 N Hassell St 229 Todd, Please note that work to be performed by PSNC Energy upon receipt of prepayment of the total estimated cost of $3300 paid by Lomax Construction Company. An invoice for PSNC's actual cost of relocation will be submitted to Lomax Construction after completion of the work and will reflect the prepayment received. Lomax Construction Company reimbursement obligation extends to cover all of PSNC's actual costs, including but not limited to materials, labor, overheads, taxes, unforeseen construction costs and rock excavation. Thank you, Nakima - - - -- Original Message---- - From: PERRY, TIMOTHY Sent: Tuesday, June 10, 2014 8:30 AM To: BOGAN, NAKIMA T Subject: FW: Message from "RNP00267349673F" - - - -- Original Message---- - From: PERRY, TIMOTHY Sent: Tuesday, June 10, 2014 8:38 AM To: PERRY, TIMOTHY Subject: Message from "RNP00267349673F" This E -mail was sent from "RNP00267349673F" (Aiicio MP C3002). Scan Date: 06.10.2014 08:37:49 ( -0400) Queries to: ricohdeviceu,scana.com 1 AVE4ENT TRANS1710N -9 ' E7n"..G GRADE (`t W -ETE 7 '.5 . _ r _ 2 _ y -3..t6m..,- .-.—._._._--- •-- • mil-:e:r ----- - 1 O JEW CONCRETE RAM7;� _F 5 ... '_�= RAVEL EDGE 2. V owWBcrxO�ER _ C (DEED a57aNC£) APPROXIMATE LOCATIONS - ;..`.-• r.•,;-p;£ -,:r: i s OF UTILITIES. FIELD VERIFY S19U THICKENED f �',', EsF rzac�_ipi; FJw a:ia.- :iE ASPHALT EDGE.'.s`..-' s SEW CONCRETE SIDEWALK 5 _. NEW ASPHALT PAVING > $ OWNER� Y 0 E 1 eoNCR� a PA I THICKENED owNER Cl BUMPERS TYP 2. ...... 2.4�, ., :�______xs•:_��-_t_ -- - 2- - -- - ALTEDGE - R W CR WY1 K / _ PA S SPH 8 ARKt �--•-�--------:-36 7.69`" 150. N @S7B° _ £ 60 @ L_ _ f:.l_ri�C' 3 CO PA T UlidAP '�+ 1 O 8 ~—R 5 0" {r_S AC S te' : :' ACC SIB — — - - 1 9-0 SPAa r — — (BAS BIG= ! bR Iv r ;,N Y 1 ' REATE LOW 7 SPACE ':ASPHALT _ _ ca�5_ Pc 38 j - EP SSED LANDSCAPE ISLAND DINT AROUND INLET 24-a' t r Pa,9364-@E-@l6? �I 4 . 1 j I 24'-6" 2. SP ALT fnTCH�— �: ' l e �N '1 — 61 SP S is so 1s' o°. C MP CT ta' t"SD ts" t$" I9'-D $ 2. .._.. .. .....--- _..- EW ASPHALT PAVING t ts • -- -?(- r._•vL-fir -. _ =-ir,-,:__ _ ---' ---- -T . R •.j MI CT RAIN - \� �'���'•''�F'�%�� '�� BELOW WATER LINE � '. -77- ' m ''- I N894954' rso.39' t' MINIMUM CLEARANCE 24'-0" �� ��� � 24'-0" SEW HOPE BOX INLET 1 \\ 1 F21M - J --5655' i6 \\\\\\ f INV !N 563.2' ARKIN BUMPERS TY t = : f '`-L 1 -0 11 msI INV OUT = 558.0' t,{88770'32"w 15 .52' ' "' II ,^� -- EPRE5SE0 LANDSCAPE ISLAND 47 t'- ARY.IIJG BUMPERS TYP 3 BY OWNER IE EW DROP INLET RAVEL EDGE S.-D. � n' � �� p" _� EW HOPE BOX INLET RIM = 563.5' t0 l E-0 �,- V RIM = 565.75' INV IN =555.55 INV OUT =564.25 DOGHOUSE OVER 2- «<J77 3 18'_p" L _J 24'-0" EXISTING 15" RCP EPRESSED LANDSCAPE ISLAND INV OUT =556.04' t ' PARKING F -'.�- '~ •�j' - ----� --- ---. --- 9-p. L- `_ THICKENED �« I ! ASPHALT EDGE v 1 �.. • �_ �I 9 0" RAVEL EDGE 10 1- 1st Floor Renovation of R.E. Whitted Building A EOMAX CRA Project No. 1218; Lomax Project No. 14002 Date: REFRIGERATOR DEDICATED Proposal Number: 12 Brief Description CIRCUIT GFI RECP. IN Time Extension Days CONFERENCE RM. Proposed Work: RELATED TO RFI#24 Due to the time sensitive nature of the work and volatility in prices this proposal is only valid for 5 Days LABOR TOTAL MATERIAL TOTAL SUB SUB Total GRAND DESCRIPTION QTY UNIT Unit Cost LABOR Unit Cost Material Unit Cost Unit Cost COST TOTAL MARK HALL ELECTRICAL 1 0 0 215.00 215 215 01 0 0 0 p', 0 -- 0 0 _ 215 SUBTOTAL OI 0 0 PAYROLL TAX&INSURANCE 4-0--/01 SALES TAX 6.75% - -- 0 0 - 0 -- -- �— SUBTOTAL SUBCONTRACTOR — 215 215 — ---- OVERHEAD&PROFIT ON SUB ITEMS 50/6 - -- 0 i 0.00 - SUBTOTAL G.C. 0.00; -- OVERHEAD &PROFIT ON G.C. ITEMS 10%'' _�— 0 0 SUBTOTAL G.C.AND SUB T 2261 BUILDERS RISK 0.24% BOND -- 1.50%,I — -- — ---- 3 - - GRAND TOTAL $ 230 $ 230 LOMAX r.orrsTitur.TroN TO: Corley Redfoot Architects, Inc. Harry Jensen 222 Cloister Court Chapel Hill, NC 27514 REQUEST FOR INFORMATION #24 DATE: 20- Mar -14 PROJECT: R.E. Whitted Bldg A - 1 st Floor Lomax Project No. 14002 CRA Project No. 1218 WE ARE THIS DATE REQUESTING THE FOLLOWING: ( X ) lnfonnation () Clarification ( X ) Direction Mark Hall The electrical prints do not show power available for the refrigerator in conference room 235. This will need to be a dedicated circuit, and will need to be GFI protected to conform to code requirements. Please advise on how to proceed. THE ABOVE INFORMATION IN REQUESTED: _ X ._- As Soon As Possible to avoid disrupting the work and /or order materials IMMEDIATELY to minimize disruption and added cost already being incurred No later than or the work will require additional cost Thank you for your prompt attention. Please Resoond Via Fax Number: 336 -99Z -7004 or EMail. Sincerely, Lomax Construction, Inc, Denise Holland dholland0lomaxconstruction.cor i Project Management Assistant ARCHITECT/ ENGINEER RLNrU -NbV FOR NEW REFRIGERATOR IN CONFRENCE ROOM 235, PROVIDE DEDICATED GFI PROTECTED 20A BREAKER USING EXISTING SPACE IN PANEL'LP2' USING 3 #12* WIRING IN 1/2" CONDUIT. FIELD VERIFY ALLOWABLE PANEL SPACE AND COORDINATE EXACT RECEPTACLE LOCATION WITH OWNER PRIOR TO ROUGH -IN. MRN RNM ENGINEERS 3/24/2014 Mark Hall Electrical, Inc. P.O. Box 218 Alamance, NC 27201 phone: (336) 570 -0158 fax; (336) 570 -1530 Date:-? 13 ! /4 Job No. Change Order/ Additional Work Authorization Change Order No. CO- 7 '_ - am �-4 Owner: L_¢ MA 0,Ng.&dS{"��1�% Job Name: Rtcw4Aa t. WI.f ;H[�i� $c�11�i1��- Location: U ; I15 6oAzA =14 Mark Hall Electric, Inc, is hereby authorized to perform the following specifically described work: / To ' Op AANA- CHARGE FOR ADDITIONAL WORK DESCRIBED ABOVE IS: $ �1 00 Payment to be made as follows: Above additional work to be performed under the same conditions a specified In original contract unless otherwise stipulated. Date: Approved by: Owner/ Contractor We hereby agree to furnish labor and materials in accordance with the above specification, at the above - stated price. Date: Approved b Af , L Q,4 � Representative of dark Hall Electric, Inc. Electrical Contractor NOTE: This Revision becomes part of, and In conformance with existing Contract. Change Order Form 3/3112014 1st Floor Renovation of R.E. Whitted Building A IL M A .JX CRA Project No. 1218; Lomax Project No. 14002 C', 0NS 'I; lIlrC TI0N - Date: 11/6/14 CREDIT BACK FOR ELEVATOR Time Extension Days Proposal Number: 14 Brief Description LAMINTED PANELS PLANS WERE UNCLEAR ON THE SCOPE OF ELEVATOR INTERIOR UPFIT.WE HAD A SUB PRICE NEW Proposed Work: LAMINATED PANELS Due to the time sensitive nature of the work and volatility in prices this proposal is only valid for 5 Days LABOR TOTAL MATERIA TOTAL SUB SUB Total GRAND DESCRIPTION QTY UNIT Unit Cost LABOR Unit Cost Material Unit Cost Unit Cost COST TOTAL CREDIT FOR ELEVATOR UPFIT (1) 0 01 1500.00 -1500 -1,500 0 0 0 0 _-1,500 SUBTOTAL 0 0 0 PAYROLL TAX&INSURANCE 48% 0 0 - 0 i - SALES TAX -- 6.75% 00 0 0 SUBTOTAL SUBCONTRACTOR ! _ _1500 -1,500 -- OVERHEAD 8-PROFIT ON SUB ITEMS 5% — -75 -75 SUBTOTAL G.C. 0.00 _0.00 0 0 -- - OVERHEAD &PROFIT ON G.C. ITEMS _ _ 0 0 SUBTOTAL G.C.AND SUB _ -1,575 BUILDERS RISK _ �. ___ ---- ------ - BOND -- - - - GRAND TOTAL $ 1,575 $ (1,575) N4 A 1st Floor Renovation of R.E. Whitted Building A CRA Project No. 1218; Lomax Project No. 14002 Date: 11106/2014 HARDWARE ALLOWANCE Time Extension Days Proposal Number: 15 Brief Description RECONCILIATION Proposed Work: Due to the time sensitive nature of the work and volatility in prices this proposal is only valid for 5 Days LABOR TOTAL MATERIAL TOTAL SUB SUB Total GRAND DESCRIPTION QTY UNIT Unit Cost LABOR Unit Cost Material Unit Cost Unit Cost COST TOTAL S H BASNIGHTS 1 0 12999.00 12999 0; 12,999 CONTRACT ALLOWANCE 1 0 0 -12500.00 -125001 -12,500 499 SUBTOTAL --- - 0 12,999 0 0 0 0 1 1 PAYROLL TAX&INSURANCE 48% -- SALES TAX -- 6.75% 8771 -- 877 877 SUBTOTAL SUBCONTRACTOR _ -1250 -12,500 OVERHEAD &PROFIT ON SUB ITEMS _ - _ _ __ 0 0 SUBTOTAL G-.C. 0.001, 13876.434, _ 138761 13,8761 0 0 OVERHEAD &PROFIT ON G.C. i 1,37C,SUBTO TAL G.C.AND SUB - - BUILDERS RISK — -� 0 0 _ --�- -- i BOND -— -- - - - --7 --, --- 0, _0 i - t - - - --- --�- �- -- - +- GRAND TOTAL $ 1,376 $ 1,376 Hardware Pricing Corbin Russwin Architectural Hardware Qty _ UM Description Catalog Number Price 2 EA EXIT DEVICE D5200A X TRIM L957 1,759.00 1 EA EXIT DEVICE D5700 X L955 36" 1,077.0 1 EA EXIT DEVICE D5700 X L950 36" 1,28q.0 1 EA MULLION 907 96" 237.00 15 EA OFFICE LOCK ML2051 LWA 3,780.0 2 EA REROOM LOCK L2057 LWA 540.00 3 EA CYLINDER tRIVACY 080 -178 -6 (SPECIFY CYL COLLAR) ry 230.0 2 _. EA SET ML2060 LWA 475.0 Dorma Architectural Hardware 4 EA SURFACE CLOSER 7414ARP 230.00 8 EA CLOSER HOLD OPEN 7414 FH 420.00 10 EA CLOSER 7414 MOUNT PULL SIDE 660.0 Hager Companies 83 EA rINGE PB1 279 4.5 X 4.5 602.00 6 EA rINGE pB1 279 4.5 X 4.5 NRP 55.00 Pemko Manufacturing � � 2 SET SEALS 305CR 1136" 2184" 82.0 2 EA DOOR SWEEP 315CN 36" 21.00 2 EA THRESHOLD 171A 36" 43.0 Rockwood Manufacturing Company 4 LUSH BOLT 55 37.00 2 flEA UST PROOF STRIKE 70 18.0 2 ULL PLATE S 102 X 706 3 1/2" X 15" 48.00 4 USH PLATES 70C 4"X 16" 49.00 15 <ICKPLATE 105010 X 34 790.00 3 EA <ICK PLATE <1 05010" X 42" _ 202.00 16 EA VVALL BUMPER 409 25.00 71 EA PILENCER, METAL DOOR 308 3.00 2 EA FFSET PULL BF1 59 THRU BOLT MOUNT 254.00 1 EA H STOP 14424 82.0 Control #: 1819 Project No. : Projed Name: RICHARD WHITTEO BLDG. RENOVATION sp"Wtlfum r LmJ%% #PES'4"s:yMTYWWy PSI 3 U 14 nM wilf la � lZ,ga9.DD ` Revision #: Print Date: 3:08:36 PM, 07/23/2014 Page : 1 of 1 1st Floor Renovation of R.E. Whitted Building A EOMAX CRA Project No. 1218; Lomax Project No. 14002 Date: 11/06/2014 REMOVAL OF CONCRETE PIERS AND 25'X25' SLAB (WORK WAS Time Extension Days Proposal Number: 16 Brief Description SUPPOSED TO BE PERFORMED BY OWNER) Original quote for this work was approved by the owner. When the sub actually started excavating the piers Proposed Work: they were smalleer than anticipated and the quanity had changed Due to the time sensitive nature of the work and volatility in prices this proposal is only valid for 5 Days LABOR TOTAL JCA—TERIALTOTAL SUB SUB Total GRAND DESCRIPTION QTY UNIT Unit Cost LABOR Unit Cost Material Unit Cost Unit Cost COST TOTAL Triangle Landscaping Original Quote 0 0. 8025.00 0 0 Final quote 1 0 0' 7114.00 7114! 7,114 7,114 SUBTOTAL 0 0 0 PAYROLL TAX&INSURANCE j l48% 0. 0 0 SALES TAX 6.75% — - 01 --- 0 —_ 0 SUBTOTAL SUBCONTRACTOR- _ 7114' 7,114 OVERHEAD&PROFIT ON SUB ITEMS 5%I', ! _ 356 356 SUBTOTAL G.C. 0.00 00 01 _0- 0 OVERHEAD &PROFIT ON G.C. ITEMS 10%I 0 0 SUBTOTAL G.C.AND SUB _ 7,470 BUILDERS RISK _ 0.24 /a _ -- --- � -- _ —� --� -�--- -- BOND ° 112 112+--- - -- - -- GRAND TOTAL $ 7,600 $ 7,600 TRIANGLE LANDSCAPING INC ESTIMATE Attention: Van Reed Brad Lewis 919.730.5267 Lomax Construction PO Box 35169, Greensboro, NC 27425 Harold Walker Date: 6.27.14 919,620-0262 Project: Parking lot across from Witted Building trianglelandscapemgmt Invoice: 2 @gmail.corn Terms: payable upon receipt PO Box 144 1) ez' t'j r Stem, NC 27581 96 V") Description Quantity Unit Price Cost Remove buried concrete footings 25 $ 229.64 $ 5,741.00 25'x 25' concrete pad removed 1 $ 2,284.00 $ 2,284.00 0.00 0.00 Concrete columns are estimated to be 3' x 3' at 18" deep. Triangle Landscaping Inc. PQ Box 144 Stem, NC 27581 Bill To Lomax Construction 110 Box 35169 (3reensboro,NC: 27.125 Invoice Date Invoice # 7/17!2014 3735 Phone # Fax # 919- 730 -5267 919- 529 -4901 P.O. No. Terms Project Description Qty Rate Amount Parking Lot Project across from Witted building Removed Twenty Three concrete footings Removed a 25x25 concrete pad 23 210.00 2,84.00 4,830.00 2.284.00 Total $7.114.00 Payments /Credits 511.00 Balance Due S-7, 114,00 Phone # Fax # 919- 730 -5267 919- 529 -4901 1st Floor Renovation of R.E. Whitted Building A EOMAX CRA Project No. 1218; Lomax Project No. 14002 Date: 11/06/2014 ALLOWANCE RECONCILLIATION Time Extension Days Proposal Number: 19 Brief Description FOR EXTERIOR CONDUIT Original quote was for using a trencher. Excuvated brick in large lot around 45' and 75%of small lot was dug Proposed Work: with excuvator which call for additional back-filling and compactions Due to the time sensitive nature of the work and volatility in prices this proposal is only valid for 5 Days LABOR TOTAL MATERIAL TOTAL SUB SUB Total GRAND DESCRIPTION QTY UNIT Unit Cost LABOR Unit Cost Material Unit Cost Unit Cost COST TOTAL TRIANGLE LANDSCAPING 0 0 0 0 ORIGINAL QUOTE 0 0 6946.00 0 0 FINAL COST 1 0 0! 9195.00 9195 9,195 -- ' -- 9,195 SUBTOTAL 0 0 0 - PAYROLL TAX&INSURANCE 0 0 0 SALES TAX 0 0 _0 SUBTOTAL SUBCONTRACTOR 9195 9,195 OVERHEAD&PROFIT ON SUB ITEMS 0 0 SUBTOTAL G.C. 0.00 0.00 _ 0 0 OVERHEAD&PROFIT ON G.C. ITEMS T' ! 0; 0 SUBTOTAL G.C.AND SUB _ 9 195 BUILDERS RISK — _ -- _ ______ 0 BOND . -- - --- -- 0+ -- 0 - - -�-- -- -- - - 95 195 $ 9,- 1 _ TOTAL � I --- 9, ------- ORIGINAL CONTRACT ALLOWANCE -1 �_— - -- (5,000) 5000 50001 (5,000 GRANDTOTAL 4,195 $ 4,195 ' Triangle Landscaping Inc. Brad Lewis Harold Walker Project Manager Van Reed Lomax Construction l'; Work to be performed: Dig ditch for underground power to light poles in parking lot for duke power Dig estimated +/- 840 feet min 32 inchs deep. Place 2" grey platic pipe, tape end of pipe and place a 2x4 vertical to locate for later work. Estimated cost for labor, material and installation of 2" pipe is $6946.00 This works out to be $7.38/ linear foot. Thank you, Harold Walker Triangle Landscaping Inc. PO Box 144 Stem, NC 27581 Lomax Construction PO Box 35169 Greensboro,NC 27425 fi Fold Invoice Date Invoice # 9!22/2014 3787 Phone # Fax # 919- 730 -5267 919 - 529 -4901 P.O. No. Terms Project Description Qty Rate Amount Installed underground conduit for power poles in Whitted parking lots. Trenched 2" plastic conduit in parking lots as to plan (Original contract approved by Van Reed) Two hundred Ninety Four feet had to be dug with excavator instead of trencher 940 294 7.39 7.65 6.946.60 2,249.10 Total $9.195.70 Payments /Credits $0.00 Balance Due $9,i95,70 Phone # Fax # 919- 730 -5267 919 - 529 -4901 1st Floor Renovation of R.E. Whitted Building A ]LOMAX CRA Project No. 1218; Lomax Project No. 14002 Date: UNSUITABLE SOILS Time Extension Days Proposal Number: 21 Brief Description RECONCILIATION Proposed Work: Due to the time sensitive nature of the work and volatility in prices this proposal is only valid for 5 Days LABOR TOTAL MATERIAL TOTAL SUB SUB Total GRAND DESCRIPTION QTY UNIT Unit Cost LABOR Unit Cost Material Unit Cost Unit Cost COST TOTAL CONTRACT ALLOWANCE 500 0 0 -20.00 -10000 -10,000 -10,000 SUBTOTAL 0 0 0 PAYROLL TAX&INSURANCE 0 0 0 SALES TAX 0 01 0 SUBTOTAL SUBCONTRACTOR -10000 -10,0001 OVERHEAD &PROFIT ON SUB ITEMS _ 0 0 SUBTOTAL G.C. j 0.00 0.00; 01 0 _ OVERHEAD&PROFIT ON G.C. ITEMS SUBTOTAL G.C.AND SUB ! 1 _ _ -10,000 BUILDERS RISK ! _ � — 0 _ 0 BOND -- — - - ---- 0 1 0 GRAND TOTAL — $ 10,000 $ (10,000) i 1st Floor Renovation of R.E. Whitted Building A EOMAX C' � � ,�, l� �� CIA � CRA Project No. 1218; Lomax Project No. 14002 Date: BASE BOARD IN FLEX SPACE Time Extension Days Proposal Number: 23 Brief Description 210 TORE OUT OLD BASEBOARD AND INSTALLED NEW LARGER BOARD TO HIDE THE OUT OF LEVEL Proposed Work: FLOORING Due to the time sensitive nature of the work and volatility in prices this proposal is only valid for 5 Days LABOR TOTAL MATERIAL TOTAL SUB SUB Total GRAND DESCRIPTION QTY UNIT Unit Cost LABOR Unit Cost Material Unit Cost Unit Cost COST TOTAL I LOMAX DEMO OF OLD BASE 3 HRS 27.50 83 0 0 83 STAN DEAN (2) MAN CREW 0 0 0 0 2HRS PURCHASING AND DELIVERY 2 HRS 0 0 70.00 140 140' 6HRS INSTALLATION 6 HRS 0 _ 0 70.00 420 420 MATERIAL 1 INVOICE 0 0 654.78 655 _6_5.5 0 0 U 0 - 0 ---1 - -- 1,297 SUBTOTAL 83 0 -- -- - 0 PAYROLL TAX&INSURANCE 48% 40 4 40 --- SALES TAX ! 116.75% - - 0 0' - 0 SUBTOTAL SUBCONTRACTOR 1215 1,215 OVERHEAD&PROFIT ON SUB ITEMS 10%' 121 121 SUBTOTAL G.C. 1 2.10 0.00 _ 122 122' OVERHEAD&PROFIT ON G.C. ITEMS 20%' 24, 24 -- SUBTOTAL G.C. AND SUB 1,4831 BUILDERS RISK- - — - --a 0.24% -- - --- ; - - - ! -� - T 4 1.500/( ' -- - !-- - -- - 22r - -- - 22 ---- 1,509 $ 1,509 ------ GRANDTOTAL T - $ Van Reed From: Stan Dean <standean@rocketmai1.corn> Sent: Monday, June 30, 2014 10:00 AM To: Van Reed; Angie Kennedy Subject: Re: 300 Tryon Street, Hillsborough Van, 6/17/14 Shaking out the vanities and installing vanities in the bathrooms ........... 8 hrs. 2 men 6/18/14 Finished last vanity we had to pick up tap cons for that vanity. Installed all the tops on baths and break rooms. I recieved sinks and we cut sinks and screwed down the tops ......... 8 hrs. 2 men 6/19114 pe 'poo .and base cap. Switched out the cabinets d in the flex space that didn't have a finished end and made them right. ................... This was the first bill. 6/20/14 Built framing for toe kick and installed toe kick in sloping floor break room. Installed the cabinet fillers in the same flex space area break room$40' ly:'S,hoiurt"; ........... t�Zm I I d. en, ............. 6/23/14 Worked on running baseboard and cutting out old and replacing with new. Cut out and install 1 x around opening. Fill in missing pieces. Started on Meeting room windows ....... 8 hrs. 2 men This is the 2nd bill. I think we had about 40 man hours total installing vanities, tops, cutting sinks, installing fillers, switching out cabinets, making and installing toe kick. I hope this helps. Thanks, Stan Dean On Friday, June 27, 2014 8:13 AM, Van Reed <VReed0-1ornaxconstruction.corn> wrote: You need to break this down further please. We need to use this information in evaluating the cost of the change orders for us and the cost to be back charged to the millwork sub. 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