Town of Holly Springs Town Council Meeting Agenda Cover Sheet

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Unfinished Business, New Business, Closed Session or Agenda Addition) Subject Title: NC 55 Superstreet at Sportsmanship Way Construction Contract Staff Resource(s): Mary DePina mary.

1 Town of Holly Springs Town Council Meeting Agenda Cover Sheet Meeting Date: Nov. 6, 2018 Agenda Item #: 10d Agenda Placement: New Business (Recognitions (awards, proclamations), Requests & Communications (reports, information presentations), Public Hearings, Consent Agenda, Unfinished Business, New Business, Closed Session or Agenda Addition) Subject Title: NC 55 Superstreet at Sportsmanship Way Construction Contract Staff Resource(s): Mary DePina Action(s): Adopt a project budget Award the Sportsmanship Way construction contract to red Smith Company and provide $2,436,634 in funding, which consists of the base bid of $2,215,122 plus a 10% contingency of $221,512; and Award the Sportsmanship Way construction engineering and inspection (CEI) contract to Summit Engineering & Design and provide $220,000 in funding; and Approve execution of a supplemental agreement with NCDOT for a 50/50 split of additional funding in the amount of $1,777,967, and the Town s non-match amount of $577,967. Background: The Town and NCDOT are sharing costs in construction of a Sportsmanship Way connection to the NC 55 superstreet. The 2016 agreement provides an 80/20 split of federal funds in which NCDOT will provide $1.2 million to the project, and the Town will provide $300,00. The project is authorized to begin, but bids for construction, engineering and inspection during construction came in higher than the engineer s estimate because the cost of labor and materials has increased. Because of the cost overage, NCDOT has issued a supplement to the funding agreement with a 50/50 split with total federal funds of $1,777,967 and the Town s non-match amount of $577,967. Explanation: In 2016, the Town entered into a Municipal Agreement with NCDOT for the construction of the Sportsmanship Way connection to the NC 55 superstreet. Sportsmanship Way is approximately 1 mile north of Holly Springs Road. It serves as the access road from N. Main Street to the North Main Athletic Complex, (Ting Park). This will provide a much needed connection to Ting Park from Hwy. 55. The agreement is for three years with an 80/20 split with total federal funds of $1,200,000 and the Town s non-match amount of $300,000. Design has been completed, and NCDOT has authorized the Town to move forward with construction. When construction bids were opened in September, the low bidder was red Smith Company. A condition of the municipal agreement is that the Town will provide Construction Engineering and Inspection, (CEI) during construction. After a rigorous solicitation and selection process, Summit Design and Engineering Group was selected to provide these services. The low bid was 31% higher than the engineer s estimate. The design engineer justified the overage stating that the cost of labor and materials has increased Agenda Topic Cover Sheet / last modified Nov. 6, 2018

2 significantly in recent months. Research of NCDOT bid tabs over the past year confirms this. In addition, contractors are busy and are charging a premium in order to hire additional crew memebers and procure equipment necessary to complete the work. Because of the increased cost, NCDOT has issued a Supplemental Municipal Agreement with a 50/50 split with total ederal unds of $1,777,967 and the Town s non-match amount of $577,967. Another condition of the municipal agreement is that the Town must receive bid concurrence from NCDOT prior to awarding the construction contract. Bid concurrence is dependant upon council approving the construction contract. The construction contract stipulates that the unit prices submitted at bid will remain valid for 60 calendar days. After the 60 day window, the contractor may either adjust unit prices or withdraw the bid, altogether. Because we are fast approaching the 60 day window, it is necessary that bid concurrence be given promptly unding Source(s): BUDGET AMENDMENT to Transfer $2,656,634 from street reserves (22.95) to the project account NCDOT is committed to reimbursing the Town a total amount of $1,777, The reimbursements will be used to replenish street reserves (22.95) Agenda Topic Cover Sheet / last modified Nov. 6, 2018

4 COUNTY O WAKE D.B. 5418, PG. 249 B.M. 2012, PG NC D R IV E C P.I.N NC 55 BYPASS SUPERSTREET ( CO NNECTI O N AT SPO RTSM ANSHI P W AY) U5118 JB CO NCEPT DRAW I NG NC5 5BYP ASS BLANCHE W. HINTON ESTATE ILE: 12-E-1476 D.B , 1121 W CW P.I.N W W C ET RE ST PROPOSED RETAINING WALL N TO EA EXI ST I NG R I GHT OWAY C B R W UNDERGROUND CONCRET E WA L KWA Y CBRW D.B , PG LOT 2 TRACT 2 D.B , PG B.M. 2013, PG. 310 TRACT 1 P.I.N PREPARED OR: B.M. 2013, PG. 310 H S P.I.N N A B.M. 2015, PG TOWN O HOLLYSPRINGS M TS B.M. 2013, PG. 310 THE COUNTY OWAKE D.B. 5448, PG. 2 R TRACT 1 O P S TOWN O HOLLY SPRINGS 7011 Al bertpi ckrd SteG Greensboro,NC t: l i cense#:c0832 www. wi thersravenel. com G R A V E L ASS P Y 5B 5 Engi neer s Pl anner s Sur veyor s Wi thersravenel C LOT 1 P I B.M. 2015, PG W P.I.N Y A Legend EXISTING RIGHT O WAY, PROPERTY LINES TEMPORARY CONSTRUCTION EASEMENT PROPOSED ROADWAY PROPOSED STRUCTURES, ISLANDS, CURB AND GUTTER EXISTING STRUCTURES, ISLANDS, CURB AND GUTTER TO BE RETAINED PROPOSED GRASS MEDIAN, GRASS SLOPES C PROPOSED LIMIT O DISTURBANCE (CUT) PROPOSED LIMIT O DISTURBANCE (ILL) EXISTING RETAINING WALLS TO BE RETAINED LAKES, RIVERS, STREAMS AND PONDS 20 PROPOSED SIGNAL (ENGLISH)

5 Town of Holly Springs Certified Bid Tabulation for NC 55 Bypass at Sportsmanship Way (TIP No. U 5118 JB) Bid Date/Time: September 7, PM Carolina Sunrock, LLC SC II, LLC DBA red Smith Co. Triangle Grading & Paving, Inc. Engineer's Estimate Line Item No. Std. Item No. Item Description Unit Est. Quan. Unit Price Extended Price Unit Price Extended Price Unit Price Extended Price Unit Price Extended Price N MOBILIZATION LS 1 $ 139, $ 139, $ 110, $ 110, $ 170, $ 170, , $ 89, N CONSTRUCTION SURVEYING LS 1 $ 29, $ 29, $ 34, $ 34, $ 150, $ 150, , $ 28, E CLEARING & GRUBBING ACR 2.4 $ 12, $ 29, $ 13, $ 31, $ 15, $ 36, , $ 8, E SUPPLEMENTAL CLEARING & GRUBBING ACR 1 $ 9, $ 9, $ 1.00 $ 1.00 $ 4, $ 4, , $ 3, E UNCLASSIIED EXCAVATION CY 2,000 $ $ 32, $ $ 60, $ $ 40, $ 12, E UNDERCUT EXCAVATION CY 1,000 $ $ 75, $ $ 30, $ $ 20, $ 30, E BORROW EXCAVATION CY 6,600 $ $ 190, $ $ 99, $ $ 165, $ 79, E TEMPORARY SHORING S 989 $ $ 49, $ $ 24, $ $ 98, $ 9, E REINORCED SOIL SLOPES SY 500 $ $ 50, $ $ 37, $ $ 50, $ 22, E OUNDATION CONDITIONING MATERIAL, MINOR STRUCTURES TON 100 $ $ 3, $ $ 5, $ $ 5, $ E OUNDATION CONDITIONING GEOTEXTILE SY 290 $ $ 7, $ 3.50 $ 1, $ 2.00 $ $ 1, E 15 RC PIPE CULVERTS, CLASS III L 797 $ $ 49, $ $ 51, $ $ 79, $ 39, E 18 RC PIPE CULVERTS, CLASS III L 204 $ $ 16, $ $ 13, $ $ 22, $ 12, E PIPE REMOVAL L 10 $ $ 1, $ $ $ $ $ N INE GRADING LS 1 $ 359, $ 359, $ 224, $ 224, $ 607, $ 607, , $ 100, E MILLING ASPHALT PAVEMENT, 1.5 DEPTH SY 910 $ $ 10, $ 8.50 $ 7, $ $ 13, $ 1, E INCIDENTAL MILLING SY 200 $ $ 5, $ $ 5, $ $ 8, $ E ASPHALT CONC BASE COURSE, TYPE B25.0C TON 2570 $ $ 157, $ $ 149, $ $ 359, $ 179, E ASPHALT CONC INTERMEDIATE COURSE, TYPE I19.0C TON 1370 $ $ 84, $ $ 84, $ $ 205, $ 82, E ASPHALT CONC SURACE COURSE, TYPE S9.5C TON 1040 $ $ 58, $ $ 73, $ $ 187, $ 46, E ASPHALT BINDER OR PLANT MIX TON 240 $ $ 170, $ $ 156, $ $ 156, $ 96, E PIPE COLLARS CY 0.4 $ 2, $ 1, $ 3, $ 1, $ 1, $ $ N MASONRY DRAINAGE STRUCTURES EA 15 $ 3, $ 50, $ 3, $ 52, $ 5, $ 75, , $ 21, E MASONRY DRAINAGE STRUCTURES L 22 $ $ 13, $ $ 4, $ $ 11, $ 9, N RAME WITH TWO GRATES, STD EA 3 $ $ 2, $ $ 2, $ 1, $ 3, $ 1, N RAME WITH TWO GRATES, STD EA 4 $ $ 3, $ $ 2, $ 1, $ 4, $ 1, N RAME WITH GRATE & HOOD, STD TYPE EA 4 $ $ 3, $ $ 3, $ 1, $ 4, $ 2, N RAME WITH GRATE & HOOD, STD TYPE G EA 2 $ $ 1, $ $ 1, $ 1, $ 2, $ 1, N RAME WITH COVER, STD EA 4 $ $ 2, $ $ 2, $ 1, $ 4, $ 2, N CONCRETE TRANSITIONAL SECTION OR CATCH BASIN EA 5 $ $ 3, $ $ 4, $ 1, $ 7, $ 4, N CONCRETE TRANSITIONAL SECTION OR DROP INLET EA 3 $ 1, $ 3, $ 1, $ 3, $ 1, $ 4, $ 2, E 1'-6" CURB AND GUTTER L 1555 $ $ 23, $ $ 23, $ $ 27, $ 24, E 2'-6" CURB AND GUTTER L 364 $ $ 6, $ $ 6, $ $ 9, $ 6, E 5" MONOLITHIC CONCRETE ISLANDS (KEYED IN) SY 715 $ $ 53, $ $ 50, $ $ 46, $ 42, N ADJUSTMENT O DROP INLET EA 1 $ $ $ 1, $ 1, $ 1, $ 1, $ N CONVERT EXISTING DROP INLET TO JUCTION BOX W/ MH EA 2 $ 1, $ 3, $ 1, $ 2, $ 1, $ 3, , $ 5, N CONVERT EXISTING JUCTION BOX TO DROP INLET EA 1 $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, , $ 1, E STEEL BEAM GUARDRAIL L 350 $ $ 10, $ $ 7, $ $ 8, $ 5, E STEEL BM GUARDRAIL, SHOP CURVED L 181 $ $ 9, $ $ 3, $ $ 4, $ 3, N ADDITIONAL GUARDRAIL POST EA 5 $ $ $ $ $ $ $ N GUARDRAIL END UNITS, TYPE TL-3 EA 2 $ 4, $ 9, $ 3, $ 6, $ 3, $ 7, , $ 3, E REMOVE & RESET EXISTING GUARDRAIL L 115 $ $ 2, $ $ 1, $ $ 1, $ E REMOVE EXISTING GUARDRAIL L 606 $ 5.90 $ 3, $ 2.00 $ 1, $ 3.00 $ 1, $ E RIP RAP, CLASS I TON 3 $ $ $ $ $ $ $ Town of Holly Springs U 5118 JB Bid Tabulation Opening: September 7, 2018 Page 1 of 3

6 Town of Holly Springs Certified Bid Tabulation for NC 55 Bypass at Sportsmanship Way (TIP No. U 5118 JB) Bid Date/Time: September 7, PM Carolina Sunrock, LLC SC II, LLC DBA red Smith Co. Triangle Grading & Paving, Inc. Engineer's Estimate Line Item No. Std. Item No. Item Description Unit Est. Quan. Unit Price Extended Price Unit Price Extended Price Unit Price Extended Price Unit Price Extended Price E GEOTEXTILE OR DRAINAGE SY 1,100 $ 4.05 $ 4, $ 2.75 $ 3, $ 1.00 $ 1, $ 4, E CONTRACTOR URNISHED, TYPE E AND S 79 $ $ 1, $ $ $ $ 1, $ 1, E SUPPORTS, 3 LB STEEL U CHANNEL L 256 $ 8.80 $ 2, $ 7.00 $ 1, $ 8.00 $ 2, $ 1, N SIGN ERECTION, TYPE D EA 1 $ $ $ $ $ $ $ N SIGN ERECTION, TYPE E EA 6 $ $ $ $ $ $ $ N SIGN ERECTION, TYPE EA 23 $ $ 3, $ $ 3, $ $ 2, $ 1, N SIGN ERECTION, RELOCATE, TYPE E (GROUND MOUNTED) EA 1 $ $ $ $ $ $ $ N DISPOSAL O SUPPORT, U CHANNEL EA 1 $ $ $ $ $ $ $ N GENERIC TRAIC CONTROL ITEM, TRAIC CONTROL LS 1 $ 148, $ 148, $ 165, $ 165, $ 100, $ 100, , $ 95, N LAW ENORCEMENT HR 20 $ $ 1, $ $ 1, $ $ 1, $ E THERMOPLASTIC PAVEMENT MARKING (4", 90 MILS) L 3,936 $ 3.10 $ 12, $ 2.50 $ 9, $ 2.50 $ 9, $ 1, E THERMOPLASTIC PAVEMENT MARKING LINES (4", 120 MILS) L 254 $ 3.10 $ $ 2.50 $ $ 2.50 $ $ E THERMOPLASTIC PAVEMENT MARKING LINES (8", 90 MILS) L 1,557 $ 4.35 $ 6, $ 3.50 $ 5, $ 4.00 $ 6, $ 2, E THERMOPLASTIC PAVEMENT MARKING LINES (8", 120 MILS) L 838 $ 4.35 $ 3, $ 3.50 $ 2, $ 3.50 $ 2, $ 2, E THERMOPLASTIC PAVEMENT MARKING LINES (24", 120 MILS) L 127 $ $ 2, $ $ 1, $ $ 1, $ 1, E THERMOPLASTIC PAVEMENT MARKING CHARACTER (120 MILS) EA 8 $ $ 1, $ $ $ $ $ E THERMOPLASTIC PAVEMENT MARKING SYMBOL (90 MILS) EA 21 $ $ 4, $ $ 3, $ $ 3, $ 2, N REMOVAL O PAVEMENT MARKINGSYMBOLS & CHARACTERS EA 3 $ $ $ $ $ $ $ N PERMANENT RAISED PAVEMENT MARKERS EA 100 $ $ 3, $ $ 3, $ $ 3, $ 2, E INSTALL ELECTRICAL CONDUIT (PROVIDED BY DUKE ENERGY) L 350 $ $ 10, $ $ 4, $ $ 10, $ E ABANDON UTILITY MANHOLE EA 2 $ 1, $ 3, $ 1, $ 2, $ 3, $ 6, $ E TEMPORARY SILT ENCE L 1,025 $ 3.55 $ 3, $ 3.00 $ 3, $ 3.00 $ 3, $ 2, E STONE OR EROSION CONTROL, CLASS B TONS 40 $ $ 3, $ $ 2, $ $ 3, $ 1, E SEDIMENT CONTROL STONE TONS 64 $ $ 4, $ $ 2, $ $ 4, $ 2, E TEMPORARY MULCHING ACR 3 $ 2, $ 7, $ 1, $ 3, $ 1, $ 5, $ 2, E SEED OR TEMPORARY SEEDING LB 150 $ $ 1, $ 9.00 $ 1, $ 5.00 $ $ E ERTILIZER OR TEMPORARY SEEDING TON 1 $ 1, $ $ 2, $ 1, $ 1, $ , $ E SILT EXCAVATION CY 160 $ $ 7, $ $ 1, $ 3.00 $ $ 1, E MATTING OR EROSION CONTROL SY 500 $ 5.50 $ 2, $ 2.25 $ 1, $ 3.00 $ 1, $ 1, E 1/4" HARDWARE CLOTH L 480 $ 4.70 $ 2, $ 4.00 $ 1, $ 4.00 $ 1, $ 1, E 24" TEMPORARY PIPE L 436 $ $ 17, $ $ 13, $ 1.00 $ $ 10, E TEMPORARY PIPE OR STREAM CROSSING L 25 $ $ 5, $ $ 1, $ $ 1, $ 1, N SPECIAL STILLING BASIN EA 2 $ 1, $ 2, $ 1, $ 3, $ 1, $ 2, , $ 20, E SEEDING & MULCHING ACR 3 $ 3, $ 10, $ 3, $ 9, $ 3, $ 10, , $ 9, E GENERIC EROSION CONTROL ITEM, DIVERSION PUMPING LS 1 $ 17, $ 17, $ 25, $ 25, $ 1.00 $ , $ 37, N CONCRETE WASHOUT STRUCTURE EA 1 $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, , $ 3, N GENERIC PLANTING ITEM, CLETHRA ALNIOLIA, SIXTEEN CANDLES EA 139 $ $ 4, $ $ 3, $ $ 7, $ 4, N GENERIC PLANTING ITEM, ROSA 'KNOCKOUT' EA 4 $ $ $ $ $ $ $ N GENERIC PLANTING ITEM, SPIRAE JAPONICA, 'GOLDMOUND' EA 6 $ $ $ $ $ $ $ Town of Holly Springs U 5118 JB Bid Tabulation Opening: September 7, 2018 Page 2 of 3

8 October 31, 2018 Ms. Kendra Parrish, P.E. Director of Engineering Town of Holly Springs 128 South North Main Street P.O. Box 8 Holly Springs, NC RE: NC 55 Bypass Intersection with Sportsmanship Way TlP Number: U 5118 JB Town Project Number: Bid Evaluation and Award Recommendation Dear Ms. Parrish: The bid opening for the subject project was originally scheduled for August 17, Since only 2 bids were received, the project was re bid and bids were received on September 7, The purpose of this letter is to present our evaluation of the bids and make a recommendation for award. A tabulation of the bids was prepared using the unit prices provided on each bid form. The certified bid tabulation is attached. The bid form included 125 individual bid items, and a total of 3 bids were received and opened. SC II, LLC dba red Smith Co. was the low bidder with a total bid amount of $2,215, The second lowest bidder was Carolina Sunrock, LLC with a bid of $2,794, The highest and final bidder was Triangle Grading & Paving, Inc. with a bid of $3,389, Review of the bid submittal documentation revealed that the bid was complete, the extended prices were correctly computed, and all supporting documentation requested for the bid was provided. All contractors are prequalified with NCDOT. The low bid is 31% above the Engineer s Estimate provided by WithersRavenel dated May 3, or several of the bid items, the unit costs submitted by the bidders were significantly higher than what we would have reasonable estimated based on the cost data available at the time the final estimate was prepared. After a discussion with the contractor regarding the items with the largest discrepancies, we have updated the Engineer s Estimate to reflect the higher costs. The modifications to our estimate are highlighted in green in the attached Revised Engineer s Estimate. Below is a breakdown of the eight items and the contractor s explanation of the cost variation. Item #1 Mobilization Lump Sum The subtotal cost of the contractor bid was higher than the engineer s estimate therefore the Mobilization Cost was higher. Mobilization is capped at 5%. Item #5 Unclassified Excavation Cubic Yard Due to the size and shape of the project multiple pieces of equipment will be required for earthwork. The work is more labor intensive that linear grading. 424 Gallimore Dairy Road, Suite C Greensboro, NC t: f: License No. C 0832 Asheville Cary Greensboro Pittsboro Raleigh Wilmington

9 Item #15 ine Grading Lump Sum The fine grading is calculated for the entire disturbed area and includes grading all areas to final required elevation. Due to the size and shape of the project multiple pieces of equipment will be required for earthwork. The work is more labor intensive that linear grading. Item #21 Asphalt Binder for Plant Mis Ton The price is based on the cost provided by the supplier, then tax, transportation and profit are added. Item #53 Generic Traffic Control Lump Sum The contractor breaks down the manhours and material required for the project, then assigns it to a lump sum cost. Item #115 Removal of Existing Structure Lump Sum The cost includes removal of the structure, on site demolition to manageable pieces, haul and disposal cost. Item #116 Culvert Excavation Lump Sum The cost includes both the excavation and the backfill for the area. Item #117 Class A Concrete Cubic Yard The cost to construct and remove the forms for construction of the culvert is included in the cost. The original Engineer s Estimate dated May 3, 2018 was not updated prior to the latest re bid. The Revised Engineer s Estimate corresponds to the unit price breakdown in the latest bid form included in the contract documents. Based on the revisions, the Engineer s Estimate is now within 2.5% of the apparent low bid. Based on our review of the bid tabulation and the supporting documentation provided, we recommend that the Town of Holly Springs award the contract to SC II, LLC dba red Smith Co. Please let us know if you have any questions. Sincerely, WithersRavenel rances S. Gallagher, PE Project Manager Attachments: Certified Bid Tabulation, Construction Bid Opening Responsiveness Checklist, Revised Engineer s Estimate ile: October 31, 2018 Ms. Kendra Parrish, P.E. Page 2 of 2

10 NORTH CAROLINA SUPPLEMENTAL AGREEMENT WAKE COUNTY DATE: 10/24/2018 NORTH CAROLINA DEPARTMENT O TRANSPORTATION TIP #: U-5118 JB AND WBS ELEMENTS: PE ROW TOWN O HOLLY SPRINGS CON OTHER UNDING: EDERAL-AID #: STPDA-0055(045) CDA #: TOTAL SUPPLEMENTAL UNDS [NCDOT PARTICIPATION] $577,967 THIS AGREEMENT is made and entered into on the last date executed below, by and between the North Carolina Department of Transportation, an agency of the State of North Carolina, hereinafter referred to as the Department, and the Town of Holly Springs, hereinafter referred to as the Municipality. W I T N E S S E T H: WHEREAS, the Department and the Municipality on 8/5/2016, entered into a certain Project Agreement for the original scope: the construction of a superstreet on NC 55 Bypass at Sportsmanship Way in Holly Springs, programmed under Project U-5118 JB; and, WHEREAS, this Supplemental Agreement is to provide additional federal funding for the Project. NOW THEREORE, the parties wish to supplement the aforementioned Agreement whereby the following provisions are amended: UNDING The Department s original participation was $1,200,000. The Department agrees to reimburse the Municipality an additional $577,967 of STBGDA funds. Agreement ID #

11 The Municipality s original match was $300,000. The Municipality will provide $577,967 as their additional local match. REVISED UNDING TABLE und Source ederal unds Reimbursement Non-ederal Non-ederal Amount Rate Match $ Match Rate STPDA $1,200, % $300, % (original agreement) STBGDA $577, % $577, % (Supplemental) Total Estimated Cost $2,655,934 Except as hereinabove provided, the Agreement heretofore executed by the Department and the Municipality on 8/5/2016, is ratified and affirmed as therein provided. Agreement ID #

12 IN WITNESS WHEREO, this Agreement has been executed, in duplicate, the day and year heretofore set out, on the part of the Department and the Municipality by authority duly given. L.S. ATTEST: TOWN O HOLLY SPRINGS BY: TITLE: DATE: BY: TITLE: DATE: NCGS and Executive Order 24 prohibit the offer to, or acceptance by, any State Employee of any gift from anyone with a contract with the State, or from any person seeking to do business with the State. By execution of any response in this procurement, you attest, for your entire organization and its employees or agents, that you are not aware that any such gift has been offered, accepted, or promised by any employees of your organization. Approved by (Governing Board) of the Town of Holly Springs as attested to by the signature of, Clerk of the (Governing Board) on (Date) This instrument has been pre-audited in the manner required by the Local Government Budget and iscal Control Act. (SEAL) (INANCE OICER) ederal Tax Identification Number Remittance Address: Town of Holly Springs DEPARTMENT O TRANSPORTATION BY: (CHIE ENGINEER) DATE: APPROVED BY BOARD O TRANSPORTATION ITEM O: (Date) Agreement ID #

13 Project Name: Estimate Prepared By: Project No. Date Engineers Project Budget NMAC Off Site Roadways MKD Technical/Professional Services Professional Services, remaining $5, NCDOT Signal Permit Review ee $5, NCDOT Municipal Agreement or GRANT Project Estimate Comment Legal & Admin Legal (recordation) $5, Administration $2, Property/Land & ROW ROW/Sidewalk Easement/Temp Const Easeestimated by Real Estate Specialist Construction Construction of Bypass access Utility Construction Embarq Time Warner Cable PGN Overhead and Underground Utility Relocation $0.00 Wake Co Land Dedication $2,436, incl. 10% contengency PGN Lighting Construction Administration $219, Materials and Testing Enhancement ee (NCDOT) $0.00 Sub-Total $2,672, TOWN CONTRIBUTION GRAND TOTAL $2,672, unding Sources NCDOT Reimbursement $1,777, Original Amt.$1,200,000 plus add'l amt. $577,967 Street Reserves $889, Original Amt. $300,000 plus add l amt. $577,967 less remaining design fees Total $2,667, Notes: 1.This estimate is preliminary and is subject to change. 2.Utility Relocation Costs unknown at this time 3. Holly Springs CIP Page EEB Project Budget

SUBDIVISION IMPROVEMENTS AGREEMENT

SUBDIVISION IMPROVEMENTS AGREEMENT THIS AGREEMENT, made between GLEN DEVELOPMENT COMPANY, hereinafter called the "Subdivider," and El Paso County by and through the Board of County Commissioners of El