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Home My WebLink About2418C CCO 01.pdf COUNTY OF FRESNO CONSTRUCTION MANAGEMENT CONTRACT CHANGE ORDER GOLDEN STATE BOULEVARD PHASE 2 CHANGE ORDER NO. 01 DRAPER STREET TO CLAYTON AVENUE JUNE 18, 2025 STATE PROJECT NUMBER: SB1 LPPL-5942(307) PAGE 1 OF 5 CONTRACT NO. 24-18-C TO: DON BERRY CONSTRUCTION, INC.: Make the following changes to the plans and specifications or do work not in the plans and specifications for this contract. Because of the change(s), ZERO (0) -WORKING DAYS will be added to the allotted contract time. PART I: REVISE PROJECT PLANS (DINUBA AVENUE INTERSECTION) This change was requested by the engineer. In accordance with Section 4-1.05, "Changes and Extra Work," of the Standard Specifications, replace Plan Sheets 78 and 79 with the attached revised Plan Sheets 78A and 79A. The revision to the striping includes removing and replacing the transition striping, which were placed in Phase 1 of the Golden State Boulevard Project. Compensation for the additional striping will be made at unit bid prices of the pertaining bid items (shown below), and compensation for the removal of the existing striping (includes sealing of the surface) will be made at the agreed unit prices; $1.93 per linear foot for Detail 12, and $2.20 per linear foot for Details 25, 38, 38A, 39, and 39A, in accordance with Section 9-1.03, "Payment Scope," of the Standard Specifications and Special Provisions. Increased Items: Item Total TOTAL No. Description Unit Quantity Price Amount (0/0) (%) 56 6" White Thermoplastic Traffic LF 1,720.00 $2.20 $3,784.00 40.95 40.95 Striping (Detail 39, 39A) 58 4" White Thermoplastic Traffic LF 860.00 1.75 1,505.00 18.70 18.70 Striping (Detail 12, 27B, 38, 38A) 59 4" Yellow Thermoplastic Traffic LF 860.00 3.50 3,010.00 30.65 30.65 Striping (Detail 21, 25, 27, 35A) TOTAL INCREASE: $8,299.00 A total of 860 linear feet of Detail 12 was removed, total compensation resulted in (860 x 1.93 = 1,659.80) $1,659.80. Also, a total of 2,580 linear feet of Details 25, 38, 38A, 39, and 39A were removed, total compensation resulted in (2,580 x 2.20 = 5,676) $5,676. Total compensation for the additional striping resulted in $8,299, this amount will be paid through Bid Item Nos. 56, 58, and 59. Total compensation for the removal of the existing striping resulted in $7,335.80, this amount will be paid as extra work. This change did not impact the critical path for the project, therefore, granting additional contract time was not warranted. Contractor We,the above signed contractor, have given careful consideration to the change proposed and hereby agree, if Auditor Controller this proposal is approved,that we will provide all equipment, furnish all materials,except as may otherwise be Business office noted above,and perform all services necessary for the work above specified,and will accept as full payment _Board of Supervisors therefore the prices shown above. _Const.Management RE/Arch. _Design If the Contractor does not sign acceptance of this order, his attention is directed to the requirements of the specifications as to proceeding with the ordered work and filing a written protest within the time therein specified. COUNTY OF FRESNO CONSTRUCTION MANAGEMENT CONTRACT CHANGE ORDER GOLDEN STATE BOULEVARD PHASE 2 CHANGE ORDER NO. 01 DRAPER STREET TO CLAYTON AVENUE JUNE 18, 2025 STATE PROJECT NUMBER: SB1 LPPL-5942(307) PAGE 2 OF 5 CONTRACT NO. 24-18-C TOTAL COST PART I: $16,634.80 INCREASE TOTAL TIME EXTENSION PART I: ZERO (0) -WORKING DAYS PART II: REVISE PROJECT PLANS (SOUTH AVENUE INTERSECTION) This change was requested by the engineer. In accordance with Section 4-1.05, "Changes and Extra Work," of the Standard Specifications, replace Plan Sheet 81 with the attached revised Plan Sheet 81A. The revision to the striping includes to blackout and replace the transition striping, which were placed in Phase 1 of the Golden State Boulevard Project. Compensation for the additional striping will be made at unit bid prices of the pertaining bid items (shown below), and compensation to blackout the existing striping will be made at the agreed unit prices; $0.81 per linear foot, in accordance with Section 9-1.03, "Payment Scope," of the Standard Specifications and Special Provisions. Increased Items: Item Total TOTAL No. Description Unit Quantity Price Amount el.) NO 54 4" White 2-Coat Paint Traffic LF 861.00 $0.70 $602.70 6.67 6.67 Striping (Detail 8, 12, 27B, 38, 38A) 55 6" White 2-Coat Paint Traffic LF 1,727.00 0.78 1,347.06 9.61 9.61 Striping (Detail 39, 39A) 57 4" Yellow 2-Coat Paint Traffic LF 520.00 1.30 676.00 5.31 5.31 Striping (Detail 21, 22, 24, 25, 29, 31, 32) 62 Thermoplastic Pavement Marking SF 200.00 5.35 1,070.00 3.40 3.40 TOTAL INCREASE: $3,695.76 A total of 1,113 linear feet of the existing striping was blacked out, total compensation resulted in (1,113 x 0.81 = 901.53) $901.53. Total compensation for the additional striping resulted in $3,695.76, this amount will be paid through Bid Item Nos. 54, 55, 57, and 62. Total compensation for the blackout of the existing striping resulted in $901.53, this amount will be paid as extra work. This change did not impact the critical path for the project, therefore, granting additional contract time was not warranted. Contractor We,the above signed contractor, have given careful consideration to the change proposed and hereby agree,if Auditor Controller this proposal is approved,that we will provide all equipment,furnish all materials,except as may otherwise be Business office noted above,and perform all services necessary for the work above specified,and will accept as full payment _Board of Supervisors _Const.management therefore the prices shown above. _RE/Arch. _Design If the Contractor does not sign acceptance of this order,his attention is directed to the requirements of the specifications as to proceeding with the ordered work and filing a written protest within the time therein specified. COUNTY OF FRESNO CONSTRUCTION MANAGEMENT CONTRACT CHANGE ORDER GOLDEN STATE BOULEVARD PHASE 2 CHANGE ORDER NO. 01 DRAPER STREET TO CLAYTON AVENUE JUNE 18, 2025 STATE PROJECT NUMBER: SB1 LPPL-5942(307) PAGE 3 OF 5 CONTRACT NO. 24-18-C TOTAL COST PART II: $4,597.29 INCREASE TOTAL TIME EXTENSION PART II: ZERO (0) -WORKING DAYS PART III: INCREASE BID ITEM NO. 71 QUANTITIY AT UNIT BID PRICE This payment adjustment was proposed by the engineer. Item quantities in the Bid Book and subsequent change orders are estimates only. This part adjusts item quantities to the actual quantities used. Increased Items: Item Total TOTAL No. Description Unit Quantity Price Amount 71 Crack Treatments SQYD 435.00 $4.25 $1,848.75 17.65 17.65 TOTAL INCREASE: $1,848.75 INCREASE This change did not impact the critical path for the project, therefore, granting additional contract time was not warranted. TOTAL COST PART III: $1,848.75 INCREASE TOTAL TIME EXTENSION PART III: ZERO (0) -WORKING DAYS PART IV: REMOVE AND REPLACE EXISITING STRIPING (ADAMS AVENUE INTERSECTION) This change was requested by the engineer. In accordance with Section 4-1.05, "Changes and Extra Work," of the Standard Specifications, blackout the existing striping at the Adams Avenue intersection which was placed in Phase 1 of the Golden State Boulevard Project and place new striping to match the current project striping. Compensation for the additional striping will be made at unit bid prices of the pertaining bid items (shown below), compensation to blackout the existing striping will be made at the agreed unit price of$0.81 per linear foot, and compensation for removing the Type I arrows pavement marking and sealing the surface will be made at a unit price of$3.30 per square foot, in accordance with Section 9-1.03, "Payment Scope," of the Standard Specifications and Special Provisions. Contractor We,the above signed contractor, have given careful consideration to the change proposed and hereby agree, if _Auditor Controller this proposal is approved,that we will provide all equipment, furnish all materials,except as may otherwise be _Business office noted above,and perform all services necessary for the work above specified,and will accept as full payment —Board of Supervisors _Const.Management therefore the prices shown above. —RE/Arch. Design If the Contractor does not sign acceptance of this order, his attention is directed to the requirements of the specifications as to proceeding with the ordered work and filing a written protest within the time therein specified. COUNTY OF FRESNO CONSTRUCTION MANAGEMENT CONTRACT CHANGE ORDER GOLDEN STATE BOULEVARD PHASE 2 CHANGE ORDER NO. 01 DRAPER STREET TO CLAYTON AVENUE JUNE 18, 2025 STATE PROJECT NUMBER: SB1 LPPL-5942(307) PAGE 4 OF 5 CONTRACT NO. 24-18-C Increased Items: Item Total TOTAL No. Description Unit Quantity Price Amount °l iu) 54 4" White 2-Coat Paint Traffic LF 683.00 $0.70 $478.10 5.29 11.97 Striping (Detail 8, 12, 27B, 38, 38A) 55 6" White 2-Coat Paint Traffic LF 1,374.00 0.78 1,071.72 7.65 17.26 Striping (Detail 39, 39A) 57 4" Yellow 2-Coat Paint Traffic LF 609.00 1.30 791.70 6.21 11.52 Striping (Detail 21, 22, 24, 25, 29, 31, 32) TOTAL INCREASE: $2,341.52 A total of 2,666 linear feet of existing striping was blacked out, compensation resulted in (2,666 x 0.81 = 2,159.46) $2,159.46. Also, a total of 30 square feet of Type I arrows was removed and surface was sealed, compensation resulted in (30 x 3.30 = 99) $99. Total compensation for the addition striping resulted in $2,341.52, this amount will be paid through Bid Item Nos. 54, 55, and 57. Total compensation for the removal of the existing striping and pavement marking resulted in $2,258.46, this amount will be paid as extra work. This change did not impact the critical path for the project, therefore, granting additional contract time was not warranted. TOTAL COST PART IV: $4,599.98 INCREASE TOTAL TIME EXTENSION PART IV: ZERO (0) -WORKING DAYS _Contractor We,the above signed contractor,have given careful consideration to the change proposed and hereby agree,if Auditor Controller this proposal is approved,that we will provide all equipment,furnish all materials,except as may otherwise be Business office noted above,and perform all services necessary for the work above specified,and will accept as full payment _Board of Supervisors therefore the prices shown above. _Const.Management RE/Arch. _Design If the Contractor does not sign acceptance of this order, his attention is directed to the requirements of the specifications as to proceeding with the ordered work and filing a written protest within the time therein specified. COUNTY OF FRESNO CONSTRUCTION MANAGEMENT CONTRACT CHANGE ORDER GOLDEN STATE BOULEVARD PHASE 2 CHANGE ORDER NO. 01 DRAPER STREET TO CLAYTON AVENUE JUNE 18, 2025 STATE PROJECT NUMBER: SB1 LPPL-5942(307) PAGE 5 OF 5 CONTRACT NO. 24-18-C NET COST THIS CHANGE ORDER: $26,680.82 NET TIME EXTENSION THIS CHANGE ORDER: ZERO (0) -WORKING DAYS Jersephene Vang, Resident Engineer APPROVAL RECOMMENDED: Don Berry Construction, Inc. Contractor Mandeep S. Sekhon, PE Construction Engineer Dwv De�.u¢e By APPROVED BY: Steve Digitally signed by Steve White CFO/SEC White Date:2025.06.26 Title 09:30:59-07'00' Steven E. White, Director Jun 25,2025 Public Works and Planning Accepted Date: Date: Contractor We,the above signed contractor, have given careful consideration to the change proposed and hereby agree,if _Auditor Controller this proposal is approved,that we will provide all equipment,furnish all materials,except as may otherwise be _Business Office noted above,and perform all services necessary for the work above specified,and will accept as full payment Board of Supervisors _Const.Management therefore the prices shown above. _RE/Arch. Design If the Contractor does not sign acceptance of this order,his attention is directed to the requirements of the specifications as to proceeding with the ordered work and filing a written protest within the time therein specified. �3sra -------------------- X 12 3s C) x- ---0o0 a X- 25x x 25 tj 12 It ti 12' 12' _ GOLDEN STATE BLVD 12' a W 12' 12' _ CONFORM TO Exist STRIPING 12' CONFORM TO Exist STRIPING "(iS8-CLZ"UNE CONFORM TO Exist STRIPING 2" 00 368+00 7,2-; 373+00 374+00 � 7 6 5 I W 12' 12' 12' 1 1 5t r 25 12 39 b + 125�1 CONFORM TO-Exist STRIPING h � W C ti O CITY OF SELMA GOLDEN STATE BLVD SCALE.- 1"= 40' h o O b -F92.89_,,-47.901 Lt S l�— �� CONFORM TO iFst,STRIP IN � 1 + + *A Rl-1 x x� x — x � x x x x x > x x R6-3 Q o R1-1 a o 12 CONFORM TO Exist STRIPING T 39A GUS 39 CUSTOM 139r�125r1 112 r� 3g � a M LL 21 —— IE_______ ___ ___ _______ W w2-1 GOLDEN STATE BLVD 1 1 12' 12 " N �— �- 12' 12' x v W 13-1 P G7-1 CA 12' —� M ---a� �_-- - 12- - G58-SB3"UNE 12' w o - SNS 4i8 O ------------- 40Q� 2't a �I 598+00 599+00 400+00 401+00 402+00 403+00 4+00 uArr R6_1 �06+00 13f407+00 -- 25 2'-5' -1 1 0 _ �.., 1 OF— °° ------------ ------- --- ------ ---------- —_--- ----- ----_� 3f 13 2-165 fRESNO COUNTY — — OI d + �392k9� 40P 9� 4�1 9� 40�-00 113 �0 90 -- 11.a' nn 406+00 7+89- �?4+99 �I 1 12' -------- 121 ---� 12' ha a 39R I 12 4 y 2' 25 CUSTOcusro 112 L 2 WW -1 + 3 25 12 39 Uti CONFORM TO ExistI iti 11 CUSTO 0 +CU DATE RECORD DRAWING c PROJECT-PHASE 2 ��GSBp� yOf o�FowLpr, DEPARTMENT OFPUBLIC WORKSAND PLANNING gpP DESIGNED CYNTHIA HORNER RESIDENT ENGINEER DATE ' � �9h GOLDEN STATE CORRIDOR- � � � � �' ,�� DRAWN: ERIKCHIN 12n21zo2q ."' Bisss r ECONOMIC DEVELOPMENT AND ® u� n SIGNING AND STRIPING CHECKED: EDGAR NORIEGA B/ao/u INFRASTRUCTURE IMPROVEMENTS P MARK THOMAS SUPERVISING ENGINEER DATE •A CI L�@e C� 1Q' C.,o, t FOR RIGHT OF WAY DATA AND ACCURATE ACCESS DETERMINATION,SEE DOCUMENTS IN THE DEPARTMENT OF PUBLIC WORKS AND PLANNING CALLBEFGRE YGU DIG ,< � C/a '. GOLDEN STATE BOULEVARD �R� 9�1F0'R NAP �� DRAWING NO. $$-4 SHEET NO. 7$A TOTAL 1G9 4 L,,VFORAI,. O Exist STRIPING 12 W2W�—."139I 12' C17Y OF Sale c 12' Gse-ses"LINE 12'GOLDEN STATE BLPD T= 2': 41010! 411+00 412+00 2t 4 3+00 414l,00 a 'GSB-NB3"LINE < - - _ 1 412:=aa 41 12' 1 -_414:_QQ 12' 1 q V 39_ 12 USTOM CONFORM TO F.�zist STRIPING �y�1 112 h 25-_. ___ h iF;t CITY OF SELMA GOLDEN STATE BLVD SCALE.- 1"= 40' N It • R5-1 R9 3 v R2-1 R5-1A 4 • R4, A k STOMA ° —x—max- - v x —x x x x x�— �i R81 CA �^ 0 39 W1J 12 e a 39A 3g R8 j A) - R-_50' 38 4' 36 ifif A I 1 l l 14'3-163 Bt -- —�- ..g Imo- - 12. la 6' l CONFORM TO IXIS'T STRIPING 6' 6 ---- m n t GSB-SB4"UNE ti �473+00 ��^�^0-- 478+00 +p0 483+00 y GOLDEN STATE BLVD ' z5 1 • �o a -Ne4 NNE— CONFORM TO IXIST STRIPING 1 8 t 10'. CUSTOM VAR 3'-6' ml 474+ 0 ' f+Z 476+1L�� 12' 478+00 47.9+0� 1, 12' + 00 4&2t00 48 t�0 n \ \ —>a 12' 12' 12' \ \ W N 6" 6 \ - y L O' y \ � w 12 g �CAJ 12 R81 N R39R4 y o R5-1 W10-1 + R5-1 0 O R$-1A 38 U 27� 25 R5-1A CONFORM TO IXIST STRIPING 25 j 0 0 e R 1- 3s • RB 8 O° m 15-1P + o m CITY OF FOWLER b GOLDEN STATE BLVD SCALE.- 1"= 40' 4 V DATE RECORD DRAWING ave1 PROJECT-PHASE 2 �,GsaU yOf S� FowL�q, DEPARTMENT OF PUBLIC WORKS AND PLANNING � DESIGNED CYNTHIA HORNER RESIDENT ENGINEER DATE , � � R% EDGAR A.Np21EGA� GOLDEN STATE CORRIDOR- DRAWN: ERIKCHIN 1 '211212024 "N^, sisss INFRASTRUCTURE IMPROVEMENTS ECONOMIC DEVELOPMENT AND u� I� SIGNING AND STRIPING « * ®" 0 CHECKED: EDGAR NORIEGA MARK THOMAS SUPERVISING ENGINEER DATE �r CINL A� � tF' �•,o. m"' S FOR RIGHT OF WAV DATA AND ACCURATE ACCESS DETERMINATION,SEE DOCUMENTS IN THE DEPARTMENT OF PUBLIC WORKS AND PLANNING CALL BEFORE YOU DIG I I GOLDEN STATE BOULEVARD �R� 9//F O'R NAP 19 DRAWING NO. SS-5 SHEET NO. 79A TOTAL iD9 4 ISLAND DETAIL "A" • F RIGHT U x1 xx o CONFORM TO IX1ST STRIPING 39 eo 25 121 u,- 1�251 38 O __ ____-_ 7f L 7 12' 1 12'f R=62' 8" WHITE STRIPE 4' i2t�a'f ® 5' O.C. h 4+: GSB-S64 LINE M GOLDEN STATE BLVD 33.49'Lt � -lflB�JJTWE 12'f r + 12f 2f ISLAND DETAIL"A" = v 7''.* ��1 STATIONING FROM 1 GSB—SB4"LINE 4 E. .k---391 R2-1 H 48 CA) b I O g CITY OF FOWLER GOLDEN STATE BLVD SCALE.- 1"= 40' + i 0 7i1iJ �� "GSB—SB4"+48.39, 53.94' Lt CU r� �� CONFORM TO Exist STR/P/NG yr F� + X 0® � h n 121 ,yy + • + * + + W CJ 4 C?C3 00 0 a � R81(C�d) °� W ;��: � i v R�1 1-8 CONFORM TO EXIST STRIPING— - o x o o X x x X X X X x 0 .o •1A ° o o�° o 0 0 ®o o o+° o °°+ o R2-1 0+ + e 21 \\V o= R �i RS-1A 0 CUSTOM R5 )A N 0 ° a o ° o a 39 o 0 0 0 0 o o 0 ° o 0 0 0 0 0 38 x — Yor 10'f-18'f �� ® W 0 112 r l \ Yor 8'1-12'1 12'f y C 125 \ 12' R-3000.00" 12' t— 12' �— 12 O r \L R=2988.00' 12 1- y u 0 f 12' GSB-SB4"LINE 12' 4't + 1q 547+00 uor a'-4t +00 544+00 545+00 546+00 547+00 548 00 549+00 550+00 uor 2f-4'�7+00 y CONFORM TO EIIST STRIPING R GOLDEN STATE BLVD .2 f �SNS " LINE 1•f f --- ________ _-- 1 S GSB-NB4" h 1 741fQ0 542+00 1 543+00 544+00 545+00 6� 47�Q 12'??r^;!' 549+00� �55 + 0 12'1 12'————— n I I 12' 2' 12'� 12' 12' 2' N 1 U I T 7 4'f o -__ .p Yor 5 f-8'f 3s I R5— J9 1 12 25 J 12 R5-1A �1?81 t j12�1 • • � Iz1 39 • �� 'o h CUSTO „+ R5L 1 • c • � + � * R5—lA R2— v R5-1 0R15 R48 CA c G7-1l(I ) — R1-1 R6-3A 4 Ci DATE RECORD DRAWING +'iI PROJECT-PHASE 2 ;�,GsBp yOf S� FpwL�q, DEPARTMENT OF PUBLIC WORKS AND PLANNING � DESIGNED CYNTHIA HORNER RESIDENT ENGINEER DATE , � EDGMt A.Np11EGA� GOLDEN STATE CORRIDOR- I DRAWN: ERIKCHIN 1 12I12/2024 "N^. B 3o 2;61555 ECONOMIC DEVELOPMENT AND INFRASTRUCTURE IMPROVEMENTS u� I� SIGNING AND STRIPING « Bm. * ®" 0 CHECKED: EDGAR NORIEGA MARK THOMAS SUPERVISING ENGINEER DATE �r CIVIL �� C� tF' �•,o. m"' SFOR RIGHT OF WAY DATA AND ACCURATE ACCESS DETERMINATION,SEE DOCUMENTS IN THE DEPARTMENT OF PUBLIC WORKS AND PLANNING CALL BEFGRE YGU DIG F OF CAS\``& GOLDEN STATE BOULEVARD �R� 9I/F 0'R NAP Y� DRAWING NO. SS-7 SHEET NO. 81A TOTAL 109 4