BASIN RETAINING WALL REPAIRS (5503A2) & TENNIS COURTS IMPROVEMENTS (5503A3) AT PRINCETON HIGH SCHOOL

PRINCETON PUBLIC SCHOOLS

5503A2/5503A3

151 MOORE STREET, PRINCETON, NJ 08540

02/20/2025 3:00 PM / MEET AT PRINCETON HIGH SCHOOL (TENNIS COURTS), 151 MOORE STREET, PRINCETON, NJ 08540. ATTENDANCE AT THE PREBID MEETING IS OPTIONAL BUT ENCOURAGED.

03/12/2025 2:00 PM / PRINCETON BOARD OF EDUCATION, ATTN.: MATTHEW BOULDIN, 25 VALLEY ROAD, PRINCETON, NJ 08540.

SINGLE OVERALL CONTRACT (DPMC: C008 OR C009 OR C054 WITH C060)

FOR BASIN RETAINING WALL: INSTALLATION OF NECESSARY SOIL EROSION AND SEDIMENT CONTROLS; DEMOLITION OF RETAINING WALL IN AREAS SHOWN; DEMOLITION OF CONCRETE IN AREAS SHOWN; DEMOLITION OF FENCE IN AREAS SHOWN; INSTALLATION OF NEW RETAINING WALL; INSTALLATION OF NEW CONCRETE; INSTALLATION OF NEW FENCING; RESTORATION OF SURROUNDING AREAS IN KIND; CONTROL OF ACCESS TO THE CONSTRUCTION AND STAGING AREAS, AND CONSTRUCTION TRAFFIC CONTROL; CONTROL OF SOIL EROSION AND SEDIMENT DURING THE TERM OF THE CONTRACT OR UNTIL PERMANENT GROUND COVER HAS BEEN ESTABLISHED; ENGAGE A CERTIFIED MATERIALS TESTING AND INSPECTION COMPANY TO VERIFY THAT THE CONSTRUCTION MATERIALS AND PROCEDURES RELATED TO ALL SITE WORK IN THE PROJECT, MEET OR EXCEED THE PROJECT SPECIFICATIONS. ENGAGE A LICENSED GEOTECHNICAL (SOILS) ENGINEER TO DICTATE THE SOIL COMPACTION MEASURES USED TO PREPARE SUBGRADE SOILS FOR SITE WORK. THE GEOTECHNICAL ENGINEER SHALL ALSO REVIEW THE SOIL COMPACTION TEST REPORTS PREPARED BY THE MATERIALS TESTING AND INSPECTION COMPANY AND MUST CERTIFY THAT ALL SPECIFICATIONS HAVE BEEN MET. THIS REQUIREMENT APPLIES TO ALL PAVEMENT AND PAVEMENT AREAS, CONCRETE PLAZAS, UTILITY TRENCHES, AND FOUNDATIONS BELOW WALLS, STAIRS, AND RAMPS; FINAL CLEANUP, OWNER WALK THROUGH AND PUNCH LIST. FOR TENNIS COURTS: INSTALLATION OF NECESSARY SOIL EROSION AND SEDIMENT CONTROLS; REMOVE CHAIN LINK GATES, FENCE RAILS, AND FABRIC (MESH) FROM ALL POSTS AROUND ALL COURTS AND RETAIN ALL PARTS FOR RE-INSTALLATION LATER. DISCARD ANY EXCESSIVELY RUSTY FENCE RAILS AND REPLACE IN-KIND. RETAIN AND PROTECT ALL FENCE POSTS EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE; DEMOLISH TENNIS COURT PAVEMENT AS SHOWN ON THE PLANS. STONE BASE TO REMAIN. PROTECT ADJACENT AREAS; BASE BID: KEEP NETS AND POSTS AND RETURN TO OWNER, DO NOT DISTURB POST FOOTINGS; CLEAN OUT EXISTING TRENCH DRAINS; DRAINAGE IMPROVEMENTS ADJACENT TO TENNIS COURT AREA; CONSTRUCT NEW HOT MIX ASPHALT FOR THE TENNIS COURTS PER PLANS; CONSTRUCT TENNIS COURT COATING SYSTEM AFTER PAVEMENT HAS PROPERLY CURED; CONSTRUCT NEW TENNIS COURTS IN THE NEW CONFIGURATION SHOWN ON THE PLANS; RESTORE ALL DISTURBED LAWN AREAS; CONTROL OF ACCESS TO THE CONSTRUCTION AND STAGING AREAS, AND CONSTRUCTION TRAFFIC CONTROL; CONTROL OF SOIL EROSION AND SEDIMENT DURING THE TERM OF THE CONTRACT OR UNTIL PERMANENT GROUND COVER HAS BEEN ESTABLISHED; ENGAGE A CERTIFIED MATERIALS TESTING AND INSPECTION COMPANY TO VERIFY THAT THE CONSTRUCTION MATERIALS AND PROCEDURES RELATED TO ALL SITE WORK IN THE PROJECT, MEET OR EXCEED THE PROJECT SPECIFICATIONS. ENGAGE A LICENSED GEOTECHNICAL (SOILS) ENGINEER TO DICTATE THE SOIL COMPACTION MEASURES USED TO PREPARE SUBGRADE SOILS FOR SITE WORK. THE GEOTECHNICAL ENGINEER SHALL ALSO REVIEW THE SOIL COMPACTION TEST REPORTS PREPARED BY THE MATERIALS TESTING AND INSPECTION COMPANY AND MUST CERTIFY THAT ALL SPECIFICATIONS HAVE BEEN MET. THIS REQUIREMENT APPLIES TO ALL PAVEMENT AND PAVEMENT AREAS, CONCRETE PLAZAS, UTILITY TRENCHES, AND FOUNDATIONS BELOW WALLS, STAIRS, AND RAMPS; FINAL CLEANUP, OWNER WALK THROUGH AND PUNCH LIST; ALL OTHER INDICATED WORK. ALTERNATE BID NO. 1: DEMOLISH & REPLACE NETS, POSTS, AND FOOTINGS @ TENNIS COURTS. ALTERNATE BID NO. 2: DEMOLISH & REPLACE TRENCH DRAIN COVERS @ TENNIS COURTS.

$690,000.00

BID DOCUMENTS ARE AVAILABLE FOR NO FEE ELECTRONICALLY FROM THE ARCHITECT’S WEBSITE AT HTTPS://WWW.FVHDPC.COM/CONTRACTORS/BIDLISTING. REQUESTS FOR ELECTRONIC PROJECT DOCUMENTATION MUST BE MADE THROUGH A REGISTERED ACCOUNT VIA THE FVHD CONTRACTOR PORTAL AT HTTPS://WWW.FVHDPC.COM/CONTRACTORS. HARD COPIES ARE AVAILABLE FOR $150 PER SET. A CHECK OR MONEY ORDER SHOULD BE MADE PAYABLE TO FRAYTAK VEISZ HOPKINS DUTHIE, P.C. A DIRECT SHIPPING ACCOUNT NUMBER (FEDEX OR UPS) AND PREFERRED SHIPPING SPEED MUST ALSO BE PROVIDED.

ALL REQUESTS FOR INFORMATION (RFI) MUST BE SUBMITTED IN WRITING BY FEBRUARY 25, 2025, AND SENT TO INFO@FVHDPC.COM, OR FAX TO 609-883-2694 OR VIA COMMON CARRIER TO THE ARCHITECT AT THE ADDRESS INDICATED ABOVE. ALL CORRESPONDENCE MUST INCLUDE THE ARCHITECT’S PROJECT NAME AND PROJECT NUMBER REFERENCED. THE ARCHITECT IS NOT RESPONSIBLE FOR MISDIRECTED OR MISROUTED CORRESPONDENCE.

PROJECT START: 6/23/2025 SUBSTANTIAL COMPLETION: 8/29/2025 FINAL COMPLETION: 9/29/2025

ADDENDUM NO. 1 ISSUED FEBRUARY 26, 2025