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HomeMy WebLinkAbout05.I- Public Works RESOLUTION(ID# 1671) DOC ID: 1671 E CITY OF SAN BERNARDINO—REQUEST FOR COUNCIL ACTION Agreement/Contract Amendment From: Nadeem Majaj M/CC Meeting Date: 04/16/2012 Prepared by: Ted Rigoni, (909) 384-5198 Dept: Public Works Ward(s): 3 & 6 Subject: Resolution of the Mayor and Common Council of the City of San Bernardino Awarding a Contract to Hillcrest Contracting, Corona, California, for Pavement Rehabilitation on Five City Streets at "K" Street, Oak Street to Rialto Avenue (SS 11-011); Evans Street, Western Avenue to Mt. Vernon Avenue (SS12-017); 15th Street, Western Avenue to Mt. Vernon Avenue (SS12- 016); Magnolia Avenue, Western Avenue to Mt. Vernon Avenue (SS12-005); and Medical Center Drive,Home Street to 16th Street(SS 11-003). Financial Impact: This project will be funded by the following six Capital Improvement Program(CIP)Project accounts: Project No. SS11-011, Account No. 258-160-5504-7909-0025,in an amount of $160,584.64; Project No. SS12-016, Account No. 129-160-5504-7925-0025, in an amount of $40,380.42;Project No. SS 12-005,Account No. 129-160-5504-7927-0025, in an amount of (� $56,467.30; and Project No. SS11-003,Account No. 135-160-5504-7903-0025,in an amount of $82,014.78,with the four Accounts totaling$339,447.14. These four Project accounts will be supplemented by Project No. SS-B,Account No. 258-160-5504-7202-0025,in an amount for eligible work of$47,196.00,and by Unallocated Proposition 1B funds Local Streets and Roads Funds totaling$612,100.06, covering the total estimated construction cost of$998,743.20. To accommodate the above funding, staff is requesting approval of an amendment to the 5-year { Capital Improvement Program and the FY 2011-12 Budget allocating$612,100.06 in previously unallocated Proposition 1B Local Streets and Road Funds (Fund 258),to Project No. SS 12-017, "Evans Street Pavement Rehabilitation, from Western Avenue to Mt.Vernon Avenue." In detail,the six funding sources that support the award of this project are: i i 1)Account No. 258-160-5504-7909-0025 Account Budgeted Amount: $178,000.00 Account Description: "K" Street Pavement Rehabilitation i Updated:4/9/2012 by Stephanie Easlaad E 1671 O Balance as of 3-26-12: $160,584.64 Balance after approval of this item: $0 2)Account No. 129-160-5504-7925-0025 Account Budgeted Amount: $50,000.00 Account Description: 15th Street Pavement Rehabilitation Balance as of 3-26-12: $40,380.42 Balance after approval of this item: $0 3)Account No. 129-160-5504-7927-0025 Account Budgeted Amount: $65,000.00 Account Description: Magnolia Avenue Pavement Rehabilitation Balance as of 3-26-12: $56,467.30 Balance after approval of this item: $0 4)Account No. 135-160-5504-7903-0025 GAccount Budgeted Amount: $100,000.00 Account Description: Medical Center Drive Pavement Rehabilitation Balance as of 3-26-12: $82,014.78 Balance after approval of this item: $0 5)Account No. 258-160-5504-7202-0025 Account Budgeted Amount: $859,100 Account Description: Construct Accessibility Improvements Balance as of 3-26-12: $848,125.50 Eligible work on the Project: $47,196.00 Balance remaining after approval of this item: $ 800,929.50 6)Account Description: Unallocated Proposition 1B Local Streets and Roads Funds Account Budgeted Amount: $624,248.00 Updated:4/9/2012 by Stephanie Easland E Packet Pg. 294 1671 Balance as of 3-26-12: $624,248.00 Amount to be budgeted to Project: $612,100.06 Balance remaining after approval of this item: $12,147.94 Motion: Adopt Resolution; and authorize the Director of Finance to amend the FY 2011- 12 Budget to allocate $612,100.06 from Proposition 113 Local Streets and Roads Funds (Fund 258) to Project No. SS 12-017, "Evans Street Pavement Rehabilitation, from Western Avenue to Mt. Vernon Avenue." Synopsis of Previous Council Action: July 5, 2011 - Mayor and Common Council adopted the FY 2011-12 to FY 2015-16 Capital Improvement Program(5-year CIP). Background: On July 5, 2011, the Mayor and Common Council approved the FY 2011-12 through FY 2015- 16 Capital Improvement Program (CIP), which includes the subject projects. This construction contract combines five roadway locations, "K" Street, Evans Street, 15th Street, Magnolia Avenue, and Medical Center Drive, into one project. This project primarily provides for pavement rehabilitation on "K" Street, Evans Street, 15th Street, Magnolia Avenue, and reconstruction of one southbound travel lane along Medical Center Drive. The project also provides curb access ramps and localized sidewalk in accordance with the Americans with Disabilities Act(ADA) on all the roadways, and storm drain improvements on"K" Street. The project work on "K" Street occurs along a residential street bordered by three schools, a market, a City Park, a City Recreation Center, and the roadway crosses over the Lytle Creek Flood Control Channel. The project work along Evans Street, 15th Street and Magnolia Avenue occurs along residential streets. The work along Medical Center Drive is near a school and two churches and along an Omnitrans bus route. Work activities have been coordinated with San Bernardino County Flood Control District, Omnitrans, the San Bemardino City Unified School District, their Safety Coordinator, as well as the individual schools. All property owners have also been notified via letter of the proposed project; the work will be coordinated so as to limit impacts to the residents, schools,bus routes and business operators along these five roadways. The full depth reclamation work alternative selected for the southbound Medical Center Drive No. 2 (outside)travel lane will recycle the existing asphalt concrete pavement, and strengthen the underlying roadway subgrade, by the addition of cement treatment. This green alternative will Updated:4/9/2012 by Stephanie Easland E 1671 reduce construction duration, reuse the existing roadway materials and lessen buck trips through the construction zone, thereby reducing overall impacts to the residents and motorists using the roadway. The work on Medical Center Drive will also require the temporary closure of portions of Medical Center Drive and the cross streets of Home Street, Virginia Street and Magnolia Avenue (westbound only), for approximately 10 days. Public Works will work with the contractor to ensure that construction-related impacts are kept to the least amount practicable. Local advertising for project bids included the San Bernardino County Sun Newspaper, F. W. Dodge Company (Rancho Cucamonga and Monrovia), High Desert Plan Room, Construction Bid Board, San Diego Daily Transcript, Bid America Electronic, AGC Plan Room/The Daily Construction Reporter, Reed Construction Data, Construction Bid Source and Bid Ocean. Information was also posted on the City's website. A total of three bids were received and are listed below: NAME OF BIDDER CITY AMT. OF TOTAL BID Hillcrest Contracting Corona, CA $ 898,743.20 All American Asphalt Corona, CA $ 945,000.00 EBS General Engineering Corona, CA $ 1,162,552.50 Engineer's Estimate $ 951,050.00 After a complete review of the three sealed competitive bids and verification of mathematical calculations and certifications, staff has determined that Hillcrest Contracting is the apparent low bidder,and has met the minimum requirements of the bid specifications and guidelines. Based on the above information, Hillcrest Contracting is the lowest responsible bidder and staff recommends that the contract be awarded to them. The estimated project costs are as follows: Updated:419/2012 by Stephanie Easland E 1671 TOTAL COST OBid Amount $898,743.20 Contingencies $ 65,000.00 Subtotal Construction Cost $963,743.20 Construction Management&Inspection $ 35,000.00 Total Estimated Construction Cost $998,743.20 If approved, this project is expected to begin construction in early May 2012 and be completed by late August 2012. City Attorney Review: Supporting Documents: Low Bidder Bid Form(PDF) Bid Tabulation (PDF) 3-14-12 Addendum No. One signed (PDF) ® SP 12801, 07,08, 09& 17-PART I-ADMINISTRATION; 12-7 (PDF) SP 12801,07,08, 09& 17; 5 bundled PART II - SPECIAL PROVISIONS; 12-7 (PDF) 01-PAVEMENT REHAB ON 5 CITY STREETS (PDF) 02-Pavement Rehab on 5 City Streets (PDF) 03-Pavement Rehab on 5 City Streets (PDF) 04-Pavement Rehab on 5 City Streets (PDF) 05-Pavement Rehab on 5 City Streets (PDF) 06-Pavement Rehab on 5 City Streets (PDF) 07-Pavement Rehab on 5 City Streets (PDF) 08-Pavement Rehab on 5 City Streets (PDF) Reso 1671 (PDF) O Updated:4/9/2012 by Stephanie Easland E Packet Pg. 297 BID FORM TO THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO The undersigned declares that he has carefully examined the location of the proposed work, that he has examined the Plans and read the accompanying instructions to bidders and hereby proposes to fiimish any and all required labor,materials,transportation and service for the w d d PAVEMENT REHABILITATION ON FIVE CITY STREETS _T U i'K" STREET,FROM OAK STREET TO RIALTO AVENUE PLAN NO. 12801 (SS 11-011 ); EVANS STREET,FROM WESTERN AVENUE TO MT.VERNON AVENUE 0 PLAN NO. 12807(SS 12-017); 15TH STREET,FROM WESTERN AVENUE TO MT.VERNON AVENUE PLAN NO. 12808(SS 12-016); MAGNOLIA AVENUE,FROM WESTERN AVENUE TO MT.VERNON AVENUE PLAN NO. 12809 (SS 12-005); and MEDICAL CENTER DRIVE,FROM HOME STREET TO 16TH STREET rte^ PLAN NO. 12817 (SS 11-003 ) in strict conformity with Plans and Special Provisions Nos. 12801, 12807, 12808 12809 & 12817 , a of the Department of Public Works, City of San Bernardino and also in accordance with Standard Specifications for Public Works Construction, 2009 Edition. The undersigned proposes and agrees if this bid is accepted, that he will contract with the City of San Bernardino, in the form of the copy of the Contract annexed hereto, to provide all necessary machinery, tools, apparatus and other o means of maintenance, and to do all the work and furnish all the materials specified in the Contract, in the manner and time therein prescribed, and that he will take in full payment therefor the m following unit prices or lump sum prices,to-wit: 'm 3 0 J C E E s u m B-1 Packet Pg. 298 5.I.a PLANS AND SPECIAL PROVISIONS NOS. 12801,12807, 12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 1: RK"STREET,FROM OAK STREET TO RIALTO AVENUF. PLAN NO. 12801 ( SS I1-011 ) MM F-TEWTIM DESCRIPTION OF ITEMS UNIT PRICE TOTAL Kr OUANTT Y IJ= AND UNIT PRIG WRITTEN IN WON DS IlLplfslM IN FIGURES ut m 1. 1 LS MOBILIZATION.at the Lamp Sum prim of d y .^cal Dollars c�3 GY��c.Jc� L' Ceem LS S i i-s m LL 2. 1 LS TRAFFIC CONTROL, or the Lump Sum price of `� ii li O Dolie v 0 0 & i Ceute LS S I i l-(;' Ou m a ns 3. 900 SF CONSTRUCT PCCCURB RAMP,Iaelading v RemOYal of Eilrgep,per Caltnes Sid. w PleaASBA,ar �IEVQir v Dollars E & tudPVlt4y Canto perSQ.FT. T71 /SF S O V -DO > m o_ a 4. 50 LF CONSTRUCT PCC CURB AND CUTTER. m Including Removal ofEtlsring,per CITY Sod. Q Plan 200,1)Fpe"B',et tWWN t(t N Ears n &_ CanmperIN.F-L S„K01LP S I {OO IT) E S. 10 EA MODIFY EXISTING?CC CURB RAMP,per ° CeramtS,Jtd Plan ASIA.of 1�!�Y a v_ YOY' } Dogma t m & Lea Cents per EACH SSyo,09P.A S rJ`1UO'UO d v GO 6. 270 SF CONSTRUCT FCC ADA BYPASS,per CITY 0 Std.Plan 203,et S I X Dollars & 5P: e111T Canto per SQ.77. SIe�SF S ICSQq •!7() E L U 7. 3 EA CONSTRUCT PCC CROSS GUTTER A G SPANDJML,Including Removal alt Ellrting Balp=n Curb, 1peerr,CrTY M Plan 201, xyJPP h12mUPr1 Dollm & 3A,Vu_ CmUparEACB 55��OS'S BA S 6c1cO"00 Pogo 2 of23;Addmd mT No.One:Bid Schedaln to Pavement Rehabilitation on Five City Strmte(March 14,2012) Packet Pg. 299 03-14-2012 05:08pm From-CITY OF SAN BERNARDINO +9093845155 T-471 P.008/032 F S.La PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809&12811; PAVEMENT REHABILITATION ON FIVE cnY STREETS BID SCHEDULE NO. I (Cant): e`K" STREET$FROM OAK STREET TO RIALTO AVENUE PLAN NO. 12901 (SS 11-011 ) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL M QUANTITY An UM pRICK tyRrMN IN WORDS IN.F1SepRBfl INPIGUn$S s. 2 EA a mou Tnu st S kvI h _kn6 Lf l 15C veh'"I 13011M y & -ly-yu _cotsporEACN s7i0' /EA $ 15410L70 >, U m 9. 305 LF CONSTRUCT PCCGVTTER,fueludimgDrlll k Bond Dowel and Removal of Exiatlmg,per c 0 CITY B Std.Plm dc 204 Type" at c �f �Lel'D Cams perLN.FT. SIS;U1 /LP 11145-15 Ou M a m 10. 210 LF CONSTRUCT PCC CURB,Ieelading Remool W of ambdl0G Per CTfY Std.Rem 200,Iypa"A", _ at �IFtlY+f xY1 _ c DoOeta E & Ccpta por LN.F f. S 13'40 N ILF s :PK •o0 - m a v Il. 1,450 SF CONSTRUCT FCC SIDEWALK,Ineludiag m Removal of£vi.Uag,per CITY Std.Plan 202, 3 Caro"B°, at V F. Dollars At 1-h,LY CenbperSQ.FT. s5,30 iv s -74tM,o0 E 12 700 SF CONSTRUCT FCC RESIDENTIAL 0 LL DRIVEWAY APPROACH,Ineledimg Aamoval v of EahUng,per CITY Std Plan 203,er m li jt �T Dollon 3 ?ra _Cents per SO.Fr. 51,00 /SF S 5606 '00 v m 3 13. 510 SP CONSTRUCT FCC COMMERCIAL 0 J DRIVEWAY APPROACH,lmeladlog Removal of Eabting,per CITY Std.Phm 204,at m 1)0111115 s E R nen� CcelsPmSQ.Ft 1SF S�V�.DU m a 14. 90 SP CONSTRUCT FCC ALLEY INTERSECTION APPROACH,Ineladleg Removal of$ilium{, per SPPWC Std.Plan 130.2,at P Dollars 15,Ie0 & xtit Cana orsQ.FT. S�sF S 1y041.yO Page 3 of 23;Addendum No.One:RId Schedule to Pavement Rehabilitation on Five City Streom(M1101114,2812) Packet Pg. 300 03-14-2012 OB:08om From-CITY OF SAN BERNARDINO +9093845155 T-471 P.009/032 F-0� S.I.a PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809& 12817; PAVER REHABILITATION ON FIVE C1TY STREETS RED SCHEDULE NO. 1 (ConL): "K" STREET, FROM OAK STREET TO RIALTO AVENUE PLAN NO. 12801 (SS 11-011 ) TAM ]ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL M 01 I= AND UNIT PRICE WRRTENINWORDS IN FIGURES IN FIGURES IS, 1,400 LF COLD MULL WEDGE CUT,Mac 3-Dcpth, 6,wide'at UK t Dollars& d ulm,tu d _CenuamLN.p7. SA LP s asgDUD T 16. 6,600 SY COLD MILL I-Ko,at Q V,C Dollars& > oY k Cents par SQ.YD. S I` S�!sY s 91510-CO LL 0 0 c 17. 10,100 SF PAVEMENT REe AIR IneLdlag Removal and Iieplaeementafmin 2-I2o (Asphalt Cuncrcic .=_°• Pavenreats"domot CYI� n Dollars m &c1kn1 t: tie'y CaetspmSQ.FT. S1� IlSF S ig5°ILLOD c m 18. 3,200 SF PAVEMENT REPAUL Including Removal and E Beplammeot of min 4o of Aapholt Concrete > Parcmest Section at 1'N1Q a 0' Dolima & S JL cemsFarSQ.FT. sobl ) w s g"JU,OD 3 Q 19.(D) 3,100 SF PAVEMENT REPAIR,(IC Streek mouth of Oak �= Sleeet),Ieeludug Removal and Replacement of `. min do ootlAsphall CoaeMe Pavement Section at E UU Dollars 12h Cenbp"sQ.FT. safo !SF $ U510,01) 0 a m 20. 310 SF MICRO-GRIND EXISTING PCC SIDEWALK, `w AC PAVEMENT OR PCC GUTTRK at � .S IF Dollars& m CameperSQ.FT. S4!�/SF S 3 0 J 21. 2 SA CONSTRUCT MODIFIED CATCH BASIN No. v 2,with Local Depnxloe,per CITY Std.Plan E N an.4o� 4th at�YC iHtktSGytGI Su 'twnt��t2a1 Dollars& ILw CamlaperEACH S5UM'C"11EA s ilaOG ,tN a 22. 1 PA CONSTRUCT CATCH RAM N4 2,With IACBIDCPMUIU or CTTY Std.Plan Nos.444 & th(et l,�airr 1poUaq ca & ZEVit Ceela pm EACH 5�30� /PA S1C',(fii Page 4 of 23;Addendum No.One:Bid Schedule to Pavemant Rchahilitatioo on Five City Streets(March 14,2012) Packet Pg. 301 03-14-2012 MOM From-CITY OF SAN BERNARDINO +9093045155 T-471 P.010/032 F-057 PLANS ANA SpECW.PROVISIONS NOS 12801, 12807,12808,12809 A 12817; PAVEMENT RERABMI TATION ON FIVE CITY STREETS SID SCHEDULE NO. 1 (Cont,): 4%0 STREET,FROM OAK STREET TO RMTO AVENUE PLAN NO. 12901 (SS 11-011) rMl 137MTM DUCREMONORTTIM6 OIHTPHCE TOTAL NM QpeNTTTV ADUNITPRIONVIRIUM VONDB DIMUSEE IN MUM 23, 2 EA CONSTRUCT CATCH RASIN,with Lied pepratku,perSP cS ',fto'40m 07J�i 13.3,gt S v� i no v �� "13aC� A l au cans par EACH S�1EA S i 41r(717,W to T U 24. 5 EA CONSTRUCT COMMON TO CATCH � RAMN,per CITY Std.PMu Ao.416,d LL L�k5 h (CF.0 DOUMa 7p,Vp Caa per EACH S '�IEA S 4C�O.lXI 0 25. 2 PA CONST um CONNEC.TSON TO CATCR a BAM,pr5PPWC Std.Plan No.�O&;at t tA�e ilnatsan i ne hr.wclde Dollars 11aD,00 a & 2c Cade par EACH f IEA S 00•l 0 a, E 26. 82 LP CONSTRUCT "A ,2 D. ,et— > L 11 Dollars& 4xA•) a r� �. CmtrperLN.Fr. Sir P S -Y�` v 3 per Q 27.(D) 2 EA fCQ�TO1ryN"W b ONC is One S[lnt�_ .. y[V¢v1 V1UV � _DODara& 11e0. l71.Y1) Conn par EACH $ s 1 00 E a LL 28. 1 EA CONSTRULTJUNC I[ONMMUCI'URRpr m 9p1vVCppWW. Noa,335-2,a V11I19 harm YQA DdWa& ter, cow Pat BALM Sq�'LD IEA S Cl co .I 17 a 07 it 0 29. 2 EA CONSTRUCT 7UNL110N STRUCTURE,per N .331.3 at fhm.S OMW.iy c Dollard& 7rrn cam Par11ACH S� S `6000.o� E M - - v m Q 30. S SA CONSTRUCTDMffPROTELMTONUAR (RwSoe Rddo),pr CITY 511I.Plao Nos,410 A 411,d c,{ <+ Dollard& /Pv,`V Z�., cmispuRACH SIJEA S � "'� Page 5 of 23;Addendum No.One:Bid Schedule to Pavement lehelill soon on Vivo City Streets(March 14,2012) Fit;ko(Pdr302"- i 03/14/2012 16:04 FAX 9090845190 PUBLIC SERVICES S.La IL PLANS AND SPECIAL PROVISIONS NOS. 12901, 12807,12W 12809 dt 12817; PAVF141ENT REHABII.LfAT10N ON FIVE CITY STREETS BID SCHEDULE NO. 1 (CGBt.): "Km STREET,FROM OAK STREET TO RIALTO AVENUE PLAN NO. 12801 (SS 11-011 ) IT ad ESTIMATES DE9CRIiT10N OF ITEMS UNIT PRSLQ TOTAL W, OUTAMTEX ➢MT d 0UNTPRICEWjiTTW1NWQUS INFIGURES INFIGURES 31. 3 EA REMOVE QOXf,ABANDON PIPE AND w RRICH A MORTAR PLUG REMAINDER.at m Cne ih0u5awd rWe hur><lled Do11m 1 A -LCI-o Cab pa EACH si50=ieA t L4500.U0 � U m 32.(D) So IN MaRIATED RASE(PATCHING A LL FLATWORM,at o d -liAlo CeotiparTO $10'OCIfl4 f 35061a) o s 33.(S) 7,400 SY POLYMER MODIFIED ASPHALT SURFACE s SEALL#(SCRUB HEAL),GRADING B, a ^' _�fj' Dollme � d Came per SQ.YD Ssa?-13Y S J`d E d m 34. 60 ELT SLURRY SEAL,TYPE A with[max,(bated on a I applleatim ram of 1,IS0 WELT min.to 1.350 SFISfraa}, EXTRAR aTON cent u 7, BLT s ` o ? 35. 3 EA 7AWST Exieft WATER VALVE COVER E 1'l4-nill6 of e hu:ntlOd � 0 Dol1m, 1S0•lw v A ?0 h) Ceara per EACH S_�BA S t{5 ,UO ro a_ 36. 560 TN CONSTRUCT ASPHALT CONCRETE 03 IAVEMEN7'pVERLAY,1-1/20,LL o a Ste w w Cents pm udhn MN i f TN s'131aG, 00 E L 37. 4 EA RELOCATE SIGN AND POST,ai q L"- ;a 6"-A(a P t N fi\& Doom A Tr-YO '— CetWpor EACH $L:5— IEA S (EDO,GO a 3S.(S) 5 SA REPLACE EXISTING TRAFFIC INDUCTIVE LOOP DE comp m place,at Dollies JQ�? 6: .�t:y Ceow per EACH S__J EA S Pale 6 of 23;Addendum No.Oss:Bid Sehadule to Pavement Rehabilitation on Five City Simon(Much 14,2012) Packet Pg. 303 03-14-2012 05:05pm From-CITY OF SAN BERNARDINO +9093545155 T-471 P 012/032 F-057 PLANS PAVEMU REIMH ITATION N FIVE CITY S 12817; STREETS BID SCHEDULE NO. i (CDDt): "K" STREET,FROM OAK STREET TO RIALTO AVENUE PLAN NO.12801 (SS 11-011 ) 17326 ESTAfATSD DESCRRFION OF 177tM9 NSPl R� I S m Ii4. QVAI�IC -� d N 39.(S) 1 13 TRMOPLABUC7'RAMCOWING w AND RAMDPAYEIIfENTUARCLRB, v BgD LECi'ORU D.PWCAMW& Std. Plena i A20A,A24A A24D d:A24B, astIMLIUM p Sum L pnwof c unums .m OIRENENMINCLUDING n !.S NPDESREQ d 6WPPP.pet3ectie06.1.03 oftkete Speeial L z is*a Lump am prim of Dollme #,nin �'Nr1l1SAYi/! c A L0 rlt Cants. ]s s_ae00.(�v E d d 41.(S) 2 BA CONS'[R4C710N D4FPRSIW► ON S1GN,et a' N A ll ll � d A Z,Qi —Ceed per pACH SOFA S n2L'L" n E `0 LL TOTAL BID SCHEDULE No.1: $3 c �� tJ (FIGURES) m d (wolws) a 0 C d E r d M Q Page 7 of 23:Addendum NO.Oee:Bid eehedale to Pavement Rehabilitation BE Five City Streets(March l4,2012) „«m ^r s, w Us-I a-cu l4 UO:uape rrOM'Llli Ur aAR bhNNFauINU +8033545159 T-671 P.013/032 F-057 5.I.a PLANS AND SPWIAL PROVISIONS NOS. 12801, 12807,12808, 12809& 12817; PAVEMENT REHABILMATION ON FIVE CITY STREETS BID SCHEDULE NO. 2: EVANS MEET FROM MESTERN AVENUE TOME,VERNON AVENUE PLANNQ 12807(SS 12-017) ITEM ESTUNATID DESCBORIONOFTTEMS UNIT PRXX TOTAL f1i Q, OUAX Y VM AND UNIT PRICE WRITTEN IN WORDS INFIRUS IN FIGURES y v v L I LS MOBILIZATION, M the Lump Sure print of rn _T a .0 COMB LS $ LL 0 2. 1 IS TRAFFIC CONTROL, at the Lump Sum Price of iy1oP kWgl an i 4 DoOare a r,eL cents LS s XG0 xp = a m t d 3. 110 SF CONSTRUCT PCC CURB RAMP,Ineludleg Removal of Enbtlag Sidewalk,per Calams Std. v Plea A88A,at P,VXV-ey\ E Dollars la- u,170 a �er0 Cond per SQ.Fr. S11 00 /SF s M a v m 4. 1 EA CONSTRUCT PORTION OF PCC CROSS 3 Q GUTTER a Speedrol,Including Aemanl 07 Emtiol9pandrol odCo�rh,perCflY Sid.Plan 2QI,m t� Y�GIa�Ctn �u� _Dollars l7p 'E' a �(d vii Ceram per EACH IPA �G C 103 E `0 LL a S. 12 LP CONSTRUCT PCC CURB AND GUTTER, m Including Removal ofEaisteug,Par CITY Std. a, Plan Q0. e'B"at O Dollars m a 'IL Cents per IN.Fr. $I SC�ty Lp $ U CC 00) 3 0 J C 6. 2 EA MODIFY EXISTING PCC URB RAMP,per Caltren;,Std.Men AIRA,u t ithnW'LLY0 CenmperPAACH lJn EA s a Page 8 of 23;Addendum No.Core:Bid Schelde to Pevoment Rehabilitation on Five City Sheets(March 14,2012) Packet Pg. 305 .rmtrmn.. 03-14-2012 05:09pm From-CITY OF SAN BERNARDINO +9093845155 T-471 P.014/032 F PLANS AND SMCULL PROVISIONS NOS. 12801,12807, 12808,12609&12817; PAVEMENT RERABIMATION ON FNE CTfY STREETS $TD SCHEDULE NO.2(Coat): EVANSsn=r FROMWE51 IN AVENUE 110 Mr VERNON AVENUE PLANNQ 12®07(SS 12-M7) ITEM ESTRUTRD DESCRYMON OF TTEMS UNIT PRICE TOTAL M QJ( AND UNIT PRICE WRITPEN IN WORDS INIICUMS IN VIGVM m d N 7. 20 LF CONSTRUCT FCC CUBA InewdblRemoval D of 6d�tla pu CRY Std Plan 200,Typo"A", U rt Y > yc,v0 a A Cann DoPar perlN.1?. S c C 0 B. 7,700 LF COLD TELL WEDGE CUT,MAX 1"depth, ie 5'wMe,at 0114 = Down a # CannpumpT. sl i•a0 LF S oZ�1W,�0 w c 9. 2,SDO SF PAVRIKENF REPAIR,3aelodloS Removal and E Rapmnmeet ofMlalmum 2 K"of As phalt Commit Pavement Sudoh,at A IN m Dollar a A5ey2ht� Conte PerSQ.FT. sa �0 isP s Coo OD 3 a 10.(S) 3,200 SY POLYMER MODIFIED ASPHALT SURFACE SEALER(SCRUB SEAL),GRADING B, H 'c a( A ` Costs per SQ.YD sY S l�//'��•� LL m 11. 300 TN CONSTRUCT ASPHALT CONCRETE `w PAVRMENTOVERLAY,1",at &4109 9 A l.vo Cana pe TO s �roRN s o2tflnl o.tXJ m 0 J 12. 4 PA wD211gr WATER VAi,VE COYER y Te Cnde,et OY}C H��ndYPtl E �V�lnh� Dollar A 1cn� Coen perEACH Sl .5EA S SQ`t a 13.(D) 10 TN UNTREATED RASH(P TCRING{ Pt,ATWORXat (7�1e�itndt'�I A n (u Canaoerm S. jTN S 1200017 Page 9 of 23;Addendum No.One:Rid Schedule to Pavement RahabOttation on Five City Saeeta(Much I4,2012) PaOket,Pg.306 03-14-2012 05:09p11 Flow-CITY OF sal BERNARDINO +1003045155 T-471 P.011/032 F-057 RMSAMID SPCC UROVIsI M NOB. IMI,12207,128M 1288A 12217, PAVB1MU RIOIADWATM ON ME CITY STREM c BID SCH6DUIZ NOs 2,(Coot): EVANSTREET,FROM%VEM NAVWM7OMr VERNONAVENUE PLAN NO.12807(S312-K7) IT= LITISrATED DXBCiRTIONOFr=5 UNTPOEM TOTAL In OUAtlnTV M AND UM PR M"M 3NFIGUPE51 - d m w ta(S) 1 Is TH MOPLAMCTRAFFICSTRWING ANDaAt9150PAVMUNT dAMMBA RUINCrOSELM For CALTHANS SoL?I= A24D R A24K 0 the Dance 0 A_ 2c r0 Cent, is s 19401W o 1S.(S) 1 LS NPIIMMQUMUMM8,INCLUDING A SSYPPP,pc8e0aaa 6.1.03 afdtem Sped,l r d ats@LVw gem prkaof Daum R 16.(3) 1 8A CONSTRUCTIONINFORNIATION SIGN,at a A_ 7grn Ceotr perB 1CCN 3—0,0 EA S $1Q0,(x; a E �7 `0 TOTAL BID SCMDULE NO.2:S / �,� 'JJ (FIGURES) m d Se�,�„� G�IXU'�tij�✓�/"�.�e`-tt�J�'<��.—��'t7 ({lypgp� c J C N E z v m a Page 10 of 23;Addend0m No.000,B14 Schedule to Pavement itahahilimtlon on Fire City Streets(March 14,2012) 03-14-2012 05:09pm From-CITY OF SAN BERNARDINO +9093645155 T-471 P.716/032 F-657 S.I.a PLANS AND SPECIAL PROVISIONS NOS. 12801,12807, 12808, 12809&12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO.3: 15'X1 STREET,FROM WESTERN AVENUE TO MT.VERNON AVENUE PLAN NO. 12908(SS 12-016) r" ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL 911ANT1'Q ] [J; AIM UNIT PRICE WRITTEN IN WORDS IN rIGUM INVIGUYE3 5 d m 1. 1 LS MOBILIZATION, at the Lump Sam prim Of ( _T iaG�--N Dellee� V is S At)a)C.L--' LL 0 O 2. ! LS TRAFFIC CONTROL, at the L®p 3vm price � Of jP(Z< Dollar p� d _ `j, Conte IA S 3a lA/ m — r d 3. 340 SF CONSTRUCT PCC CURB RAMP,Iacladtag Recount aftsialag Sidewalk,Per Cagraoa Std. a PIatASSA,a SQJIkYI £ Dollar ° do SirPtthi _ _Ceno pmSQ.Fr. 122 JSF S a a m N. 1 FA CONSTRUCT PCC CROSS GUTTER AND Q SPANDREL,Including Removal of Eahttag Spi adreh,Cron Gaffer and Curb,per CITY Std.Pln 20I.et F-%Ijc, tVwLa1-LL_ _S�X INU" ll! Dollars 54CO,y & DYn CcateperEACH S_JEA S 51400,�b 7 £ 0 LL 'O S. 172 LF CONSTRUCT PCC CURB AND GUTTER, m Including Removal of Existing,per CITY Std. `w P W�,2ad,type H,a.,j„VJ4'i\tt� v tiJC Dopers yS,teO m A ktj Centa per IN.FT. S_JLF S 3 0 J 6. 1 13A MODIFY EXISTING PCC FUND RAMP.per w Cgkw 91L�PIm/AINK a, 7 C�1C'h — E �1WV1'(Pt(l l"UY#ul Doper At 7Lw, Cents per EACH S EA s �4C W 0O a 7. 80 sF CONSTRUCr PCC SHIRWAL&Including Renewed amming,per CITY Std Plan 202. Cue"R",at `7eV Dollae 9,5c t - 1 CeenperSQ,P1' S SP S ICOO�GCi Pape 11 of 23;Addendum No.One:Hid Schedule to Pavement Rehebilitatton on Five City Streab(March 14,2012) Packet Pg. 308 03-14-2012 05:09pm From-CITY OF SAN BERNARDINO +9093845155 --471 P.017/032 F- S.I.a PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807,12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO.3 (Cont.): 15m STREET,FROM WESTERN AVENUE TO MT.VERNON AVENUE PLAN NO. 12808(SS 12-016) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TO'T'AL M OUANIITY IQl1'L AND UNIT MCI WRITTEN IN WORDS IN FIGURES IN FIGURES y d v 8. 200 SP CONSTRUCT PCC RESIDENTIAL rn DRIVEWAY APPROACH,SaeMdiag Removal of & CITY Std.Plan 203,u U Vp1er v d Le l7 Coate per SQ. $�'o G lsF E (�C�' Cc _ c a 0 O 9. 3,000 LF COLD MILL 1gt9GE CUT,Mae.1"deptb, � S`wlde,at NY - ❑oWnk i3 31r�0,1^i0 'm f 1 Cents per LN P2. S i, a, c 10, IS SP MICR"IdND7'EENWICING PCC SUBEWALIC, ar ACPi�{ 1U SGUQh GAR et Dallen B LL YO Ceuta per SQ.FT. S�'l��u ISF $ gS51 ODo m 3 Q 111 5,600 SF PAVEMENT REPAIR,Iaclodiag Removal and Replaeemest of into 2-112"of Asphalt Concrete m Pavement Seetlon,at:n -- Dollen E _Ces p3Q.F . $�. 0 F f � a A " V1YV o LL 11 450 SP PAVEMENT REPAIR,Including Removal mud m Replarementof min d"ofAaphak Comcmte v Pavement Seetlon'to �'O1xY Dollars m dt Y�\'1�� Cants Far SQ.FF. fy �D 1SF S � ���lro o J C 13.(S) 4,000 Sy POLYMER MODIFIED ASPHALT SURFACE £ SEALER(SCRUB SEAL),GRADING a at rq� A ;-,h- mu Cann per SQYD. kLsIsY S/"VS 14. 240 7N CONSTRUCT ASPHALT CONCRETE PAVEM ST OVERLAY,1",at c lR Dollars $a.00 A Ceuta pot TON S RN S 1 C11m SU'l� Paige 12 of 23;Addendum No.One:Rid Schedule to Pavement Rehabilitation on Five City Streets(Much 14,2012) 03-14-2012 05:09pm From-CITY OF SAN BERNARDINO +9093945155 T-471 P.016/032 F-� PLANS AND SPECIAL PROvIs10NS NOS. 12801,12807, 12808, 12809 a 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO.3 (Cont.): 10 STREET,FROM WESTERN AVENUE TO MT.VERNON AVENUE PLAN NO. 12808(9912-016) ITEM Ef rIBUTED DESCRIPTION OF ITEMS UIOT PRICE TOTAL w QUANTITY RU AND UNIT PRICZ WU17EN IN WORDS pti$g$E$ FIN ICURES y _T Is. s PA ADJUST EELSTING WATER VALVE COVER TOGRADE,m Ohl U11A.0 fPlI i 03-14-2012 05:1Opm From-CITY OF SAN BERNARDINO +9093045155 T-471 P.019/032 F- PLANS AND SPECIAL PROVISIONS NOS. 12901, 126M, 12909,12809& 12817; PAVEPAENT REHABILITATION ON FIVE CITY STRF•RM BID SCHEDULE NO.4, MAGNOLIA AVENUE,FROM VjMgr diNAVENUE TO 1M.VERNON AVENUE PLAN NO.]2809(SS IZ 4M) ITEM ESTIMATED DPSCRIMON OF ITEMS laid PLUCK TOTAL I& 4U LdL AMID opera'PRICE WUMN IN WORDS IN 11"ItEe IN FIGURES v in I. 1 LS MONUMATION, N the Lump Sum price of >. u Oolleta > (r�Typ� Coots LS S-(si/F'�' ILL c 0 2. 1 LS TR CONTROL, u do Lump Sum price o AFFIC or -thy-ot Thott3.n 2,t _ 0 Dollar & Zorn Ceeb LS S fSW- ao ;o m s 3. Sop SP CONSTRUCT PCC CURB RAMP,laaladlog c Removal of Eabuag sidewalk,per Calume Std. Plan AIM,et E g -ZwiS —Cents pee SQ FIB. S a_�SP S `I� v .CIO a `m 3 4. 3 EA CONSTRUCT PCC CROSS GUTTER and 4 SPANDREL,Including Removal or tabuag 8pndrcb ud CnrA,per CITY Std.Pba 201,at '1'h✓tG -Ih usanA n'n6 hw-AMan At o_ -2 Cents per EACH S'5,�TA S I I,`t a0.°° _ E 0 LL 'O S. 21 LF CONSTRUCT PCC CURB,lacludlug Removal pj of Eabtlog,For MY Std.Plea 200,Type"A", y al � +wail 4+.00 Dollars Zrn-o no Cents par LN.PT. S aa' P S lee I to•pO__ 3 0 J 6. 60 LF CONSTRUCT PCC CURB AND GDTTER, 6eJodlug Resovet of Eabdng,per LTIY SW. E Plan 200,Typo"B",at s -W if--W 0 A Zia — Cams pv N IF , S.?,o'119 LF S I, SDO .6u 7. 590 SP CONSTRUCT PCC SIDEWALK,laeledlog Removal of Esbuy,per CrN Std Plan 202, CAN"R",of 47i y1, Doom g { w . Cenh per SQ.Pr. S�_AID/SF s Pegs 14 of 23;AddeorbtmNd.Ow:Std SolmAsle to PavIlMlAt RiShAiMsdGR OA Five City S&e*(Mamh 14,21)12) Packetfg.34t 03-14-2012 05:1Opm From-CITY OF SAN BERNARDINO +9093345155 T-471 P.020/032 F-011 51a PLANS AND SPECIAL PROVISIONS NOS. 12901, 12907, 12909, 12909 do 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO.4(Cont): MAGNOLIA AVENUE,FROM MMERN AVENUE TO MT.VERNON AVENUE PLAN NQ 12809(SS 12-M) ITEM RSTIMATED DESCRIPTION Of ITEMS UNIT MCC TOTAL K OIJANUrY AANp LDOT PRICE WRITTEN IN WORDS IN UURS9 IN nGma N d d 1. 560 SF CONSTRUCT PCC IIESIDENTIAL ` DRIVEWAY APPROACH,including Removal A ofEtMleg,par CITY Std.Plan 203, at v JG Dollars k u.r Centspnt SQ.Fr. Sf SF S -5,02q r0>U LL c 0 c 0 9. 2 EA MODIrY EXISTING PCC CURB RAMP.per 'q Calhens Std.Plan ABTA,ar '= SDK hunt(✓eat +Y Dallare n k Cents per EACH Stc40- A S I 300.°° tr c 10.(S) 6,600 SF MICB10-GRLND EI gmc PCC d MDXWAM AC PAVEMENT OR PCC - " ) m GUTTER,at En� newn / a k Cents per SQ.Fr. 3 a I1. 630 SY COLD MILLING,1-1/2-,at Fwu Dollars k vt i nT_CaReper SQ.YD. fa A D/BY S E `0 12. 2,100 SF PAVEN[gNT REPAIII including Ranoval and LL Rep6ramatot of mh X-IR"of AophoD Concrete Pavement Secldd,At -rt,rtb _Dollars k v-�em.+.r'Canto per SQ.Fr. SZL -- 7 m 3 0 13. 900 SP PAVEMENP ROAM Including Removal and � Beplatamaml of main 4e of Asphalt Concrete Pavemaont Section,a E mar Delete r & �ri.i Cents per SQ.Fr. SE`1�SF S � q Ito�° 0 r a 14. 910 SP COMPOSITE PAVEMENT SECTION REPLAL73EM,Iscluding Removal and Roplecemaant of Ewang AC Over PCC Pavement Setllee,m -4-w21JC. Dollars k -ten, Ceett per SQ.Fr. S IA MISF S I I 1 Tao.eo Pago IS of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(Morob 14,2012) Packet Pg. 312 03-14-2012 05:1Opm From-CITY OF SAN BERNARDINO +9093345155 T-471 P.021/032 F-057 S.I.a PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807,12808, 12809& 12817; PAVEbffi4T RFAMI ITATION ON FIVE CITY STREETS BID SCHEDULE NO. 4 (CONT): MAGKOLIAAVENM FROM WFSTERN AVENUE TO MT VERNON AVENUE PLANNOQ 12809(SS 124M) ITEM ESTIMATED DBBCRIPTION OF ITEMS UNIT PRICE TOTAL QU= UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES N d I5. 55 TN CONSTRUCT ASPHALT CONCRETE PAVEMENTOVERLAY,I•I@•,et w G4 0 Dollar « a Canto perTON SS N S 14,510-"0 6 d LL 16.(S) 4,200 Sy POLYMER MODIFIED ASPHALT SURFACE o SEALER(SCRUB SEAL.),GRADING A at 0 y� 0 Dollars a m s v 17. 32 ELT SLURRY SEAL,TYPE If,avhb Latex,(hued on � appficationmocofll 0SFIEL SPlEI.S.m3aio u rtcc. aQt-[erg' 1 m E 2 •r-,•, - �+' Douai d EXTRA LONG N Cents Pe� S2 a0 v `m 3 18. 7 EA ADJUST EIIISTING WATER VALVE Q COVER TO GRADE,at S Dollar m a CeauperEACH S73• iA S 511. CIO -- E `0 19.(D) 30 IN UNTREATED EASE(PATCHING a FLATWOILK,at _ m c Dollar Cenaper TON S8V'%N S� S`Do•va C3 3 20.(5) 1 LS THERMOPLASTIC TAARPIC STRIPING, 0 AND RAISED PAVEMENT MARKERS, REFL.ECTORIZED,per CALTRANS Std.Plana A24D A A24E, at the Lmp Stan price of E onl il+utisa.+d 41,.ri,. Dollar a mew Cana LS S (L y 3 OO m Q 21.(S) I LS NPD98 REQUIREMENTS,INCLUDING SWPPP,par Section 61,03 ofthaso Special Ptnviaiank u the Lump Sum prim of 4-'wo -thou-a,lid _Nam a -2_4.r0 _.,Cants. LS S Q mso.°D Page 16 of 23;Addmod m No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14.2012) Packet Pg. 313 03-I4-2012 05aOpm From-CITE OF SAN BERNAR01N0 +9093845155 T-471 P.022/032 F-057 S.I.a PLANS AND SPECIAL PROVISIONS NOS. 12801,12807, 12808, 12809&12817; PAVEMENT RERABTLITATION ON FIVE CITY STREETS BID SCHEDULE NO. 4(CONT): MAG NOLiAAVE M FROM WlSTERNAVMM TOW VERNONAVENUE PLAN NQ>.M(SS 12-M) ITgly RSTIMATED DESCRIPTION OF Mms UNIT IRIa TOTAL S4 4li�TT1Y 1� AM UNIT PRICE WRt t M M WORDS 1tlP1Sd U IN FIGURES Y d d 220) I EA CONBTRIICTION INFORMATION SIGN,81 T 54K.t'�/ y0 W W U k ��epTlCenes par EACH S/ -7 EA S b(aD > LL C O a O TOTAL BID SCHEDULE NO.4: S GURES) �jPt.w/ e.d w+. +-bed. (WORDS) G d E v m a Q n E `o LL 9 m d B V tl1 3 0 J C C) E L U N Q Pege 17 of 23;Addmdum No.One;Bld Schedule to Pavement Rehebffitktion on Vivo City Sftm(Mmh 14,2012) Packet Pg. 314 03-Id-2012 05:IOpm tram-cITY ut 5 A eennarcuINU *auaaaaawo nu[oioc[ F-05 5.I.a PLANS AND SPECIAL PROVISIONS NOS. 12801,12807, 12808, 12809& 12817; PAVEMENT REHABILITATION ON FM CITY STREETS BID SCHEDULE NO. 5: bBDI ,AL GM'ERDpjM FROIVIHONE STREET TO 1iff STREET PLAN NO. 12917(SS 11-M) ITEM ESTIMATED DESCRIPTION OF PTENS UNIT PRICE TOTAL Eq, QUANTITY M AM UNIT PRICE WRrrM IN WORDS IN FIGURES IN FIGURES w al a) 1. 1 IS MORUIVATION,at the Lump Sam prig Of rn _T A Carets IS E LL C O Z 1 IS TRAFFIC CONTROL, R tlm Lump Sum prim o oT - '3V'rY//. lfUSIX-h Calls LS E �J �0 uu d; 'Z!-✓n � a A L d 3. 250 SF CONSTRUCT FCC SIDEWALC Including RCm01d of Esbtlo{,parr CITY Std.Plea 202, d Cue`B",Of E S lK Dollars m A ✓tv Ceoo pu SQ.FT. v m 4. 9 EA CONSTRUCT PCC CROSS GUTTER At SPANDREL,Ieeladlog Removal of Esbting " Spandrels and Curb,per CITY Sol.PIN 201,at � p -th°t SarA ./ ' III Nt4_nd✓AoSen o� rO d: 2�xn T Wtepu2ACH SW'b0'J EA S W,`J10.00 E 0 LL 5. 230 LF CONSTRUCT PCC CURB AND CUTTER,and :O Remove Esbtina,pa CITY Std Plan 200,Type 03 B,at m Dollars a & 2-r+-a Cantu PUl-H.FI. S�3.F S 3 0 J C IS FA NODE"EXISTING PCC CURB RAMP,pat .. Cdoeoe Std Plan ASIA.at- -C,�'J[ hundr/d �' Do11em w �CeabpUEACH a 7. 2 EA CONSTRULT FCC BUS PAD,perSPPWCStd Plan 131-2 et `.mod -i't'r 0u -Fh✓rt nk,wtruDollsn °u A fro Conts per EACH S�6pOIRA S r a,uvv. w Page IN of 23;Addendwo No.One:Aid Schedule to Pavement Rehabilitation on Five City Streou(March 14,2012) Packet Pg. 315 03-14-2012 05;IDom From-CITY OF SAN BERNARDINO +9093845155 T-471 P.024/092 F-057 5.I.a PLANS AND SPECIAL PROVISIONS NOS. 12801, 12507,12808, 12809& 12817; PAVEN Nl' REHABILITATION ON FIVE CITY STREETS RID SCHEDULE NO.5 (CONT): mExcAL CENIER nwwV FROM HOME STREET TO 16"1 STREET PLAN NO. 12917(SS 11-003) ITEM ESTDIBATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL VM QUANTITY Il NlT AND UNIT PRICE WRTT'TEN IN WORDS 1l�SplRFS FN FIGURES N 8. 15 SF MICRO-GRIND EXISTING FCC 81DEWALN, v AC PAVEMENT ORPCC GUTTER,at rn �y 54y4r1 Dollars _ A -7�ern Coatow So.FT S�`3i& S y�SS.uo U v 9. Ile SP CONSTRUCT PCC RESIDENTIAL DRIVEWAY APPROACH,ledodlag Removal 0 of Eilathtl,per CITY Std Plan 203,at a 0 rY I no- Dollars 8t 2,cro C=taperSQ,FT. $`1'0O19P S GRO.ao a - m L 10. 250 SF CONSTRUCT PCC COMMERCIAL DRIVEWAY APPROACH,helading Removal of Edsdol,per C11Y Std,plan 204,at E .0 kh) _Doll= 0 A. CBet9 par SQ.FT S 8"0°ISF $ a-i QUD .oar > a v 11. 220 Sp CONSTRUCT FCC ADA BYPASS,per CITY 3 Std.Pin 207,at ¢ C Dollars .. k r _.CeamperSQ.FT. Siv4uW $-j Ot,.06 12 28,800 SF REMOVE AND DISPOSE OPFSITE E FJMTMG ASPHALT CONCRETE u PAVEMENT,S ,at 72 _21"b OOlim w B .Fi nVV Ceam per SQ.R. S•Si l5P S 14,1c'GFiOO `w a m 13. 660 SF REMOVE PORTLAND CEMENT CONCRETE PAVEMENT,00BICAL 0 CENTER DRIVE),at -+w 0 Dollars v k -h.wl-L Ceuta per SQ.FT. Sa 201SF S SA 00 E u 14.(S) 3,200 SY FULL DEPTH RECLAMATION(MEDICAL ¢ CENTER DRIVE),Iedrdixg Pulvanu to 12" Depth,Regtado to 7e Below Grado,Export Surplus Material,Cemant Treat Rogh ands Material at 6%Comp Curo,end N im,=&at ff�oh.. pollata A ,-ZNw Cans per SQ.YD. S c1"f Jsy S 33iwvf Pale 19 of 23;Addendum No.one:Bid Schedule to Pavement Rehabilitation on Five City Strew(Mete!14.2012) 03-14-2D12 05:IOpm From-CITY OF SAN 0NARDINO +9093845155 T-471 P 025/032 F-0� 5.I.a PLANS AND SPECIAL PROVISIONS NOS. 12501, 12807, 12808,12809& 12817; PAVEM Wr REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO.5 (CONT): mzDICAL aw=DRIVF,FROM HOLNE STREET TO 16TH STREET PLAN NO. 12917(SS 11-003) ITEM ESTIMATED DESCRIPTION OF ITEMS UNff PRICE TOTAL 1yOj OUAKM UM AND UNIT PRICE WRITTEN IN WORDS IN JIGURES of FIGURES w 15. 4,300 SP PAVEII ENT REPAIR,Includleg Removal and Raphcament of sale 4"of Aeph W Concrete Pavement SeeUtI ct rn N(e, Daum & -+h i Ir+�( Cents per SQ,1T SSb%F S 2a,'L9 D.w v LL le, 1,090 TN CONSTRUCT ASPHALT CONCRETE o PANT, ,S"at c & CamsperTON S?L'Thl S79r�7 a m 17- 100 ELT SLURRY SEAL,TYPE D,with Lome,(based on application rm of 1,150 SFAMT tale to 1,350 _ SPl Dollars� � c E Ceah per , 1w > EXTRA LONG TON 3_JELT S ?0 n 0 18. 9 FA ADRgT EXISTING WATER VALVE Q COVER TO GRADE,at rJ11G hand✓td -you✓ DoEam `- & _2_"D Cents per EACH $104 m A g q?btP•DD E `0 19-(0) 30 IN UNTREATED RASE(PATCHING& LL FLATWORK,at :2 Dollars m _.Cents per TON S SI!�� S o�,5}sj° .W w a m 20.(S) 3:IS THERMOPLASTIC TRAFFIC STRIPING, 0 AND RAISED PAVEMENT MARKERS, REFLECTORIZED,per CALTRANS W.Plena A20A,A20B,A20D,A24A,A24D&A24E, at the E Lmp Sum price of nirl,�, -#t,ou'3and -FaKV bun rid Dollars & v� ,Canty LS S -9,4 0,). oo Q 21.(S) 12 PA REPLACE EXISTING TRAFFIC INDUCTIVE Mop mmpime in plsm,at o hUnd✓Cd �x pollen & Zrivo Ctno per PACK 1112-0 0likA S a"4-7 a.00 Page 20 of 23;Addendum No.One:Bid Schedule to Pavement ReheblGtsEe4 on Five City Streets(March 14,2012) Packet Pg.317 03-14-2012 05:11Pm Fram-CITY OF SAN BERNARDINO +8003645155 T-471 P.026/032 F-05� 5.I.a PLANS AND SPECIAL.PROVISIONS NOS. 12801, 12807, 129M, 12809&12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 5(CON1): MEDICAL CENTER DRIVE,FROM HOME STREET TO 16TH STREET PLAN NO. 12817(SS 11-003) ITEM ESTIKATED DLSCRWUON OF ITEMS UNIT POCE TOTAL (1% OUANM AN UNIT PHICE WR=IN WORDS 1N FIGURES IN FIGUflEB N d 02.(S) to EA INSTALL NEW TRAFFIC INDUCTIVE LOOP DBTECTOR,cemPlata iv P14ao,a_ -rwo hkhdYVA Six Donate �{� & Zev-o contr per EACH $���JnA $a;oloo oo u d LL 23.(S) I IS NPDES REQUIREMENTS,INCLUDING o SWPPP,per Secdan 6.1,03 of tbete Special r Pmvhioaa,at the Lump Sum price of_ °- -Fwo 'iMouSa.nA Dolun & Ccnb. IS L N 24.(S) 2 EA CONSTRUCTION INFORMATION SIGN,at Dollen - � � Cevo per EACH SI U00�EA S��T 8'°'°D M a v `n 3 n TOTAL BID SCHEDULE NO.S: $ �7 i GI 71s�J (FIGURES) E 12 � 6SadA Alm .� 1- e /a �r Cwt �(WORDS) v m v a a m 3 0 J C ° E L U N Page 21 of 23;Addendum No.One'Bid Schadule to Pavement Rababilit4fi0e an Five City Streew(March 14,2012) Packet Pg. 31 S 03-14-2012 05:11w0 From-CITY OF SAN BERNARDINO +90939451E5 T-471 P.027/032 F-057 5.I.a SUMMARY OF BID SCHEDULES PLANS AND SPECIAL PROVISIONS NOS. 12901, 12807, 12808,12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS: "K^STREET,FROM OAK STREET TO RIALTO AVENUE,PLAN NO, 12901(SS 11-011 ); EVANS STREET,FROM WESTERN AVE TO MT.VERNON AVE,PLAN NO. 12807 (SS 12-017); 15TK STREET,FROM WESTERN AVE TO MT.VERNON AVE,PLAN NO. 12909(SS 12-016); MAGNOLIA AVE,FROM WESTERN AVE TO MT.VERNON AVE,PLAN NO. 12809(SS 12-005); and MEDICAL CENTER DRIVE,FROM HOME ST TO 10 ST,PLAN NO. 12917(SS 11-003) BIDDER !ji crest Contracting, Inc. (Coahaatas Name) N TOTAL HID SCHEDULE NO.1: S �lvl i / �� � (FlGiJRE5) u m (woRDS) o C o TOTAL BID SCHEDULE NO.2-. S�3. 16 .G� (FIGURES) a �a) ),(WORDS) c y r � !�� � E TOTAL BID SCHEDULE No.3: S 07, �6 (FIGURES) a v (WORDS) a TOTAL BID SCHEDULE No.4: S l� // 8`� (FIGURES) E _ �/J� o ORDS p d q TOTAL BID SCHEDULE No.5: S3/7 I 17-0 _(FIGURES) m 3 s�✓Pa� (�f—/W�(WORDS) c E L @ ^`� � V GRAND TOTAL BID*S r p y/ Y3,,)-D (FIGURES) a TLS N �_. G<oC ' l9/11 fUrL (WORDS) r / *Grand Total Bid is equal to the total of Bid Schedule No.1,plea Bid Schedule No.2,plus Bid Schedule No.3, plan Bid Schedule No.4,plus Bid Schedule No.S. Page 22 of 23;Addeodrm No.One:Hid Schedid,to Pavement Rdabilltedon on Five City SCeers(Much 14,2012) Packet Pg. 319 BID NOTES: The unit price must be written in words and also shown in figures, for all work items. All blank spaces appearing above must be filled in. In case of discrepancy in Bid Amounts, "UNIT"prices shall govern over extended amounts,and"WORDS"shall govern over"UNIT"Bgures. CITY reserves the right to award a Contract to the lowest responsible bidder for the GRAND TOTAL BID(the II combined total of Bid Schedule No. 1,plus Bid Schedule No 2,plus Bid Schedule No. 3,plus Bid Schedule No. 4,plus Bid Schedule No. 5). Submitted bids must include complete bid amounts for each bid item of each i Bid Schedule to be considered valid bids. m m The total bid price for the entire Contract work shall include the cost of labor, materials, equipment, parts, n implements,supplies, and all applicable sales taxes and fees necessary to complete the Project,as based on the _T City Engineer's estimate of quantities of work. v w The total price must be extended for each item of work and the total of all items inserted in the space provided. Bidders shall complete and submit entire BID DOCUMENTS section as their Bid to the CITY. Failure 0 c to do so will result in the Bid being non-responsive. c Any situation not specifically provided for will be determined at the discretion of the City of San Bernardino a (CITY), and that discretion will be exercised in the manner deemed by the CITY to best protect the public interest in the prompt and economical completion of the work. The decision of the CITY respecting the z amount of a Bid,or the existence or treatment of an irregularity in a Bid,shall be final. E BIDDER declares that this Bid is based upon careful examination of the work site, Bid and Contract m © Documents. a v Estimated quantities are for the purpose of comparison only, and payments will be made on a basis of actual a measurement of work completed except for Lump Sum(LS)and Final(F)pay quantities. Codes: Units of Measurement: E (F) Final Pay Quantity EA Each 0 (S) Specialty Bid Item LS Lump Sum v_ (D) Deletable Work Item SF Square Foot m SY Square Yard a ELT Extra Long Ton in LF Linear Feet 3 TN Ton J C d E (D) Deletable work item; only to be incorporated in the work as provided via written direction from the Engineer. (S)Specialty Bid Item—are bid items that are considered part of the total base bid but are not considered part of the C Contractor's obligation to perform at least fifty percent(50%)of the work as specified in Section 2-3.2,"Additional Responsibility,"of the Standard Specifications. (F)Final Pay Quantity-are bid items as described in Section 6-1.07 of these Special Provisions. © B-23 Packet Pg. 320 BIDDER'S INFORMATION AND SIGNATURE: It is the understanding of the undersigned that the work hereinabove described shall be commenced within Ten 10 working days from the date of the "Notice to Proceed", and shall be completed within Seventy (70) Working Days from the date of said notice,as directed in SECTION 4 of these Special Provisions.. The undersigned further agrees that in case of default in executing the Contract, or furnishing necessary bonds, all within the specified tune,the proceeds of the Bidder's Guaranty accompanying this Bid shall be paid to the City of San Bernardino as liquidated damages. m v Licensed in accordance with an act providing for the registration of Contractor, m in T LICENSE EXPIRATION NO.: 471664 CLASSIFICATION: A HAZ DATE: 4/30/13 U ar FIRMNAME: HILLCREST CONTRACTING,INC. �'- c 0 BUSINESS ADDRESS: 1467 CIRCLE CITY DR. a CORONA,CA 92879 = a m BUSINESS PHONE: 951-273-9600 FAX: 951-273-9608 CELL: 714-791-6040 m C If an individual, so state. If a firm or co-partnership, give the names of all individuals, co-partners composing the firm. If a corporation,give the names of the president,secretary,treasurer and manager thereof E CORPORATION Is Bidder currently a certified DBE? Yes ❑ No tv a Legal Status of Firm O 3 NAME(S) ADDRESS(ES) a GLENN J.SALSBURY-PRESIDENT 1467 CIRCLE CITY DR.CORONA,CA 92879 EINER G.L[NDHOLM-VP/SECRETARY 1467 CIRCLE CITY DR.CORONA,CA 92879 E `o LL V M d SIGNATURE OF BIDDER: MARCH 20 20 12 -6 4 GIZNN J.SALSBURY-PRESIDENT on 3 0 J C d E t V Q © C-1 Packet Pg.321 HWcrest Contracting, Inc. BIDDER'S FIRM NAME `�✓' ACKNOWLEDGEMENT OF ADDENDUMS PLANS & SPECIAL PROVISIONS NOS. 12801, 12807. 12808. 12809 &12817 Addenda issued during the time of bidding shall become a part of the documents furnished to all bidders for the preparation of bids, shall be covered in the bids, and shall be made a part of the Contract. Each Bid shall include specific acknowledgement in the space provided of receipt of all Addenda issued during the bidding period. Failure to so acknowledge Addenda may result in the Bid being rejected as not responsive. T L) d LL BIDDER'S INITIALED ACKNOWLEDGEMENT OF ADDENDUMS: C 0 ADDENDUM NO.1 �_ DATE: I a w a ADDENDUM N0.2 DATE: v o: ADDENDUM NO.3 DATE: E ADDENDUM NO.4 DATE: > m a 3 Q n E 0 LL RI d a v 00 3 0 J U E t U t0 a C-2 Packet Pg. 322 ################################################################## SPECIAL NOTICE ################################################################## The bidder's attention is directed to the Section entitled, "Required Listing of Proposed Subcontractors", in Section 2 of these Special Provisions regarding the requirement that proposed subcontractors be listed in the bidder's Bid Documents. Instead of listing only subcontractors for signal and lighting work as in the past, all subcontractors are now to be listed in the Designation of Sub-Contractors for items of work or portions thereof to be subcontracted in excess of one-half of d one percent of the total bid or$10,000.00, whichever is greater. N T In the case where a bidder claims an inadvertent clerical error in listing sub-contractors, a d notice of the claim must be submitted to the Office of the City Engineer in writing within 2 working Z days after the time of the bid opening and send copies of the notice to the subcontractors involved. o C 0 The bidder shall provide the actual dollar "Sub-Contract Amount" as submitted by each fisted sub-contractor,keeping in mind that the prime contractor for this project is required to provide or perform, with his own organization, Contract work amounting to at least 50%of the total contract bid price. Material required for any of the Contract work of this Project that is purchased directly by the prime Contractor is considered as included in the prime Contractor's 50% requirement. If E material purchased directly by the prime Contractor is to be used by a listed sub-contractor in performing Contract work, the dollar amount of such purchased material should not be included in a the dollar amount listed for said sub-contractor. 3 a Subsection 2-3.2, "Self Performance," of the Standard Specifications, shall be revised as follows: E If the Bid submitted by the Contractor fails to meet at least fifty (50) percent of the amount ,0 of work required with its own forces, the Bid will be considered non-responsive and rejected with m no further consideration. If after execution of the Agreement the CITY discovers the Contractor is ; performing work amounting to less than fifty (50 percent) of the Contracted amount, except for a "Specialty Items," the Contractor will be notified that he or she is in violation of the Contract and 3 will have that portion subcontracted for which is less than fifty percent(50%) of the amount of work required to be performed by the Contractor deducted from payment to the Contractor. The deduction shall not exceed fifty percent (50%) of the Contracted amount required to be performed E by the Contractor. The Contractor will not be penalized by the CITY resulting from Contract Change Orders that increase subcontract items of work. Subcontracts shall include provisions that the Contract between the CITY and the Contractor is part of the subcontract. Subcontracts shall also contain certification by the subcontractor that said subcontractor is experienced in, qualified to do, and knowledgeable about, the subcontracted work. Copies of subcontracts shall be available to the Engineer at the time any litigation against the CITY concerning the Project is filed. C-3 Packet Pg. 323 S.La Hffim-st Contracting, Inc. QBIDDER'S FB2M NAME DESIGNATION OF SUB-CONTRACTORS PLANS & SPECIAL PROVISIONS NOS. 12801. 12807. 12808. 12809&12817 In compliance with the provisions of Section 4100-4114 of the Public Contract Code of the State of California and any amendments thereof,each bidder shall set forth the name and location of each subcontractor who will perform work or labor or render service to the Contractor. w m Name&Address Agency&No.of Sub-Contractor's Under Which MBE/WBE CERT. Phone#, Sub-Contract Work to Be N Licensed Of Applicable) License#&Class Amount Performed: D U 1. _ o o�S � u1�R� L F j?j75— co v 5. m $ o J C d E L U 6. m $ Q IF ADDITIONAL SPACE IS REQUIRED,PLEASE DUPLICATE THIS SHEET © DO NOT WRITE ON THE RACK C-4 Aacice"�'p� 324iis F illcrest Contracting, Inc. BIDDER'S FIRM NAME BIDDER SELF-PERFORMANCE VERIFICATION FORM PLANS & SPECIAL PROVISIONS NOS. 12801. 12807. 12808, 12809&12817 (To be completed and submitted with Prime Contractor's Bid documents) This form is intended to assist the Bidder in verifying its compliance with Subsection 2-3, "Subcontracts,"of the Standard Specifications and these Special Provisions �t 9 43 .dam (1) Total Dollar($)amount of the Work to be performed by Subcontractors: $ t,,, 21- N / J (2) Specialty Items (to be performed by Subcontractors): It Item No. $ �r tg� S LL Item No. $ o Item No. $ _ a m Item No. $ d s Item No. $ d E i Item No. $ W © a Item No. $ a A Item No. $ a Subtotal: $ l r ^9/„., �C�7�CO — E (3) Net subcontracted amount $ l d O/ /l 1 VC) 0 '6 (Line 1-Line 2): m d a (4) Contract Price(Grand Total from e S h le f Prices m $ � J (5) Contract Priceless Specialty Items to baperforuied__bYY��Subcontractors: e (Line 4-Line 2) $ 7� r 4M. n (6) Percentage to be self-performed((Line Line amine 5 X 100): a (by Prime Contractor) low U % If Line 6 is less than 50%, the amount of work to be self-performed by the Prime Contractor is not in conformance with Subsection 2-3, "Subcontracts," of the Standard Specifications and these Special Provisions. C-5 WORKERS' COMPENSATION INSURANCE �.. CERTIFICATION I am aware of the provisions of Section 3700 of the Labor Code requiring every employer to be insured against liability for workers' compensation or to y d d undertake self-insurance in accordance with provisions of that code, and I will ; U comply with such provisions before commencing the performance of the work > LL 0 of this Contract. 0 Contractor: d NAME OF FIRM: HMmv#Con cting, Inc. E d . BY: el� - -- 3 TITLE: Glenn J. Salsbury-President a DATE: (�a 0 LL a ¢7 `w a a in 0 0 J G v E U U Q 1 V C-G Packet Pg. 326 (This affidavit shall be executed by all bidders at the time of bid submittal. Failure to execute the affidavit on this page will (� result in rejection of bid.) �+ NON-COLLUSION AFFIDAVIT To the Department of Public Works,City of San Bernardino,State of California: The undersigned in submitting a bid for performing the following work by Contract,being duly sworn,deposes and says: That he or she is of the party making the foregoing bid,that the bid is not made in the interest of,or on behalf w of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid,and has not directly or indirectly colluded,conspired,connived,or agreed with any bidder or anyone else to put in a sham bid,or that anyone shall refrain from bidding;communication, or conference with anyone to fix any overhead,profit, or cost element of the bid price, or of that of any other LL bidder, or to secure any advantage against the public body awarding the Contract on anyone interested in the `o proposed Contract;or take any action in restraint of free competitive bidding in connection with such Contract; o that all statements contained in the bid are true; and further, that the bidder has not directly or indirectly, 1 submitted his or her bid price or any breakdown thereof, or data relative thereto,or paid,and will not pay,any ! fee to any corporation, partnership, company association, organization, bid depository, or to any member or t agent thereof to effectuate a collusive or sham bid. c v aillCrest CoIItr9Ctlllg, Inc. E v Firm Nan a v SWuture of Bidder Glenn J. Salsbury-President Printed Name and Title E `o LL 1467 CIRCLE CITY DRIVE to CORONA CA 92879 ; Business Address a N/A o J Place of Residence c m Subscribed and sworn to(or affirmed)before me this day of 20 E the above proved to me on the basis of satisfactory evidence to be the person who appeared before me. a Signed Notary Public in and for the County of State of California My Commission expires on © Year C-7 Packet Pg. 327 S.La JURAT State of California County of Riverside Subscribed and sworn to (or affirmed) before me The 20th day of March 2012 by, Glenn J. Salsbury proved to me on the basis of satisfactory evidence to be the person((} who appeared before me. a, a Signature: 1 a A.C OMBACH A. Crombach, Notary Public LL COMM. 81913119 W c ' N01'APV PUBLIC-CALIFORNIA M M' RNERSIUE COUNTY c 1 MYfjmnm E%Pfes NOV.13,2011 OPTIONAL v Though the information below is not required bylaw, it may prove valuable to persons relying on the document and could prevent fraudulent removal of this form to another document c d E Description of Attached Document:Non-Collusion Affidavit m a Document Date: Pages: Signer(s) Other Than Named Above None a E 'o U. 'O m d a 9 m 3 0 J C E E z U A a Packet Pg.328 S.La BOND 11085602 PREMIUM NIL FORM OF BID BOND KNOW ALL MEN BY THESE PRESENTS,that we,the undersigned, HILLCREST CONTRACTING, INC. as Principal,and FIDELITY AND DEPOSIT COMPANY OF MARYLAND as Surety, are hereby and firmly bound unto the City of San Bernardino .1 State of California, hereinafter referral to as"Obligee in the penal sum of ten perecn[ 10% of the total amount of the bid of the Principal submitted to the Obligee for the work described below, for the payment of which sum we hereby jointly and severally bind ourselves, our heirs, executors,administrators, successors and assigns. w' m THE CONDITION OF THIS OBLIGATION IS SUCH, THAT: m U) WHEREAS, the Principal has submitted to Obligee,a certain Bid,anaclhed hereto and hereby made a part hereof to enter into a Y contaclinwriting,forthe PAVEMENT REHABILITATION ON FIVE CITY STREETS — "K" STREET FROM u OAK STREET TO RI P • N — ; WESTERN y AVENUE TO MT. VERNON PLAN NO. 12807 (SS 12-017) ; 15TH STREET FROM WESTERN AVENUE Z TO MT. VERNON AVENUE PL!N N0. 12808 (SS 12-016); MAGNOLIA AVENUE FROM WESTERN c AVENUE TO MT VERNON AVENUE PLAN NO. 12809 (SS 12-005) ; AND MEDICAL CENTER DRIVE** c C (Cvppyy h_e�re the exect title descr' lion urrwarl5aieJudtnpplocation,as it rut on the Bid andContrect Document) e ** FROM HO➢IB STREET TO 16TH STREET PLAN till. 12817 (55 11-003) 'q for which bids are to bo opened on MARCH 20, 2012 (Inver[dare of opening) m t v NOW, THEREFORE, z c a. Irsaid Bid shall be rejected,or in the alternate, a, h. If said Bid shall be accepted and the Principal shall execute a contract v In the Form of contract embed hereto(properly completed in accmdamcc with said Bid) a t and shall furnish a bond for his faithful performance of said contract, v and shall in all other respects perform the agreement created by the acceptance of said Bid, ha then this obligation shall be void;otherwise,the same shall remain in force and effect;it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no evenC exceed the penal amount of this obligation as herein stated. Tbc Surety, for value received,hereby stipulates and agrees That the obligations of said Surety and its bond shall be in no way E`o impaired or affected by any extension of the time within which the Obligee may accept such Bid;and said Surety does hereby ha_ waive notice army such extension. �O- m Signed, this 8TH day of MARCH 20 12 v v IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of them as are 'm corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the c day and year first mentioned. FIDELITY AND DEPOSIT HILLCREST-CONTRACTING, INC. (SEAL) COMPANY OF MARYLAND (SEAL) E Principal sarely � � By. By tail a �, sl [ anve RICHARD A. COON Glenn J. Salsbury-President ATTORNEY-IN-FACT Printed Name and 7711a Primed Name and Pl[le NOTE:Nonneixsinn of Principal and Surety signatures and Power of Auumey of the Surety shall accompany this form, C-8 Packet Pg.329,:'. S;Y:a li CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT STATE OF CALIFORNIA County of Orange On 3-8-12 before me, Lexie Sherwood, Notary Public clear Here Inserl Name am!n1le of the officer personalty appeared Richard A.Coon Name(s)of agner(s) N d d N who proved to me on the basis of satisfactory evidence to >, be the person(s) whose name(s) is/are subscribed to the 0 within instrument and acknowledged to me that he/she/they 0 executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s)on the instrument the LEXIE SFIERWOOD person(s), or the entity upon behalf of which the person(s) e COI'lm 1856329 3 acted,executed the instrument, e NOTARY KSLIC•CALIFORNIA G) G ORANGE COUNTY I certify under PENALTY OF PERJURY under the laws of Comm.Exp.JULY 27.2013 + the State of California that the foregoing paragraph is true and correct. a m s Witness my hand and fficiat seals/ Signature �'' Place Notary Seal Above Signaluna d Notary Public E d 7 OPTIONAL a T Though the information below is not required by taw,it may prove valuable to persons relying on the document M and could prevent fraudulent removal and reattachment of this form to another document. : Description of Attached Document ' n Title or Type of Document ...- E Document Date: Number of Pages: `0 LL Signer(s)Other Than Named Above: m d Capacity(ies)Claimed by Signer(s) % m Signer's Name: Signer's Name: o ❑ Individual ❑ Individual ❑ Corporate Of<cer—TNe(s):_ ❑ Corporate Officer—Title(s): a 0 ❑ Partner—❑Dmitetl❑General ❑ Partner—❑Limited❑General E ❑ Attorney in Fact - ❑ Attorney in Fact - ❑ Trustee • ❑ Trustee ❑ Guardian or Conservator Top of thumb here ❑ Guardian or Conservator Top of thumb here Q ❑ Other. ❑ Other: Signer Is Representing: Signer Is Representing: 02007 Nellonal Notary Associat on•9350 tie Soto A,P.D.Box 2402•Ceatsworlb,CA 91 313-2 4 0 2•www.Natormm000y om Ilom x5907 Reorder Call Toll-Free 1-e00­673 027 Packet Pg. 330 S.La CALIFORNIA ALL PURPOSE ACKNOWLEDGMENT State of California County of Riverside ON March 20, 2012 before me. A.Crombach. Notary Public , personally appeared Date Here Insert Name and title of the Officer d Glenn J. Salsbury. who proved to me on the basis of satisfactory evidence to be the w Name(s) of Signer(s) person whose name is subscribed to the within instrument and acknowledged to me that v he executed the same in his authorized capacity, and that by his signature on the ; instrument the person or entity upon behalf of which the person acted, executed the instrument. 0 0 1 certify under PENALTY OF PERJURY under the laws of the state of California that the 1 foregoing is true and correct. d Witness my hand and official seal A. CAOMSACH F m ,t NOCl'AORY M PMUB.LMIC 7 913119 m-1 C/ 1 ` l / CALFORNIA E y RIVERSIDE COUMY M j Signature of Notary Public My NM 501rer No%18.2014 d A.Crombach, Notary Public A OPTIONAL a Though law does not require the information below, it may prove valuable to persons relying on the document and could prevent fraudulent removal of this form to another document. E `o Description of Attached Document: Bid Bond Document Date: Number of Pages: 'm Signer(s) Other Than Named Above v a m Capacity(ies) Claimed by Signer 3 Signer's Name: ❑ Individual c ❑ Corporate Officer—Title(s): Glenn J. Salsbury - President E ❑ Partner - ❑ Limited ❑ General ❑ Attorney in Fact a ❑ Trustee ❑ Guardian or Conservator ❑ Other: Packet Pg.331 i I �^ Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,a corporation of the State of Maryland,by WILLIAM J.MII.LS,Vice President,and ERIC D.BARNES,Assistant Secretary, in pursuance of authority granted by Article Vl,Section 2,of the By-Laws of said Company, are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date It by nominate,constitute and appoint Richard A.COON,Charles L.FLAKE,David L.CULB n e OOD,all of Anaheim,California, EACH its true and lawful agent and u d deliver,for,and on w its behalf as surety,and m its act and deed: any an xecution of such bonds or undertakings in pursuance of these prese in ,as fully and amply,to all intents and purposes,as if they had been d of larly elected officers of the Company at its office attorney revokes that issued on behalf of Richard A.COON, in Baltimore,Md., p eY U Charles L.FLAKE, ew P.FLAKE,Lexie SHERWOOD,dated November 7,2005. v The said Assis�rtt ° by cenify,that the extract set forth on the reverse side hereof is a one copy of Article VI, u Section 2.of the By- said Company,and is now in,force. 0 1 IN WITNESS WHEREOF, the said Vice-President and Assistant Secretary have hereunto subscribed their names and e { affixed the Corporate Seal of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 15th day of i November,A.D.2016. 'a i ATTEST: FIDELITY AND DEPOSIT COMPANY OF MARYLAND t K J°atv°°�. c { 4e a E "J Eric D.Barnes Assistant Senetary William J. Mills Vice President 3 a State of Maryland 1 - City of Baltimore f ss. On this 15th day of November, A.D. 2006, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified,came WILLIAM J. MILLS,Vice President, and ERIC D.BARNES,Assistant Secretary of the E FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers ci described in and who executed the preceding instrument, and they each acknowledged the execution of the same,and being .o by me duly sworn,severally and each for himself deposeth and saith,that they are the said officers of the Company aforesaid, pp and that the seal affixed to the preceding instrument is the Corporate Seal of said Company,and that the said Corporate Seal y and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of v the said Corporation. in IN TESTIMONY WHEREOF, I have hereunto set my hand and aft-iced my Official Seal the day and year first above o written. _J ' . E Constance A.Dunn Notary Public My Commission Expires: July 14,2015 POA-F 012-41500 © EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND "Article VI, Section 2. The Chairman of the Board,or the President, or any Executive Vice-President,or any of the Senior Vice-Presidents or Vice-Presidents specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power,by and with the concurrence of the Secretary or any one of the Assistant Secretaries,to appoint Resident Vice-Presidents, Assistant Vice-Presidents and Attomeys-in-Fact as the business of the Company may require, or to authorize any person or persons to execute on behalf of the Company any bonds,undertaking,recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in the nature of mortgages,.-toad to affix the seal of the Company thereto." y w v rn CERTIFICATE T U I,the undersigned,Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,do hereby certify w dwr sue ioregaing"Purr c;of iv.'w,ucy is s.Eli ur f�li R,cs ra'ld aifec2 va the daw of u::5 wi iif:...e„.r.;:I d::fiu�.cr„ :;f' cc the Vice-President who executed the said Power of Attorney was one of the additional V ice-Presidents y ciall authorized e by the Board of Directors to appoint any Attorney-in-Fact as provided in Article VI, Section 2, of the By-Laws of the 2 FIDELITY AND DEPOSIT COMPANY OF MARYLAND. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the n Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on m the 10th day of May, 1990. tY RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically v reproduced signature of any Vice-President, Secretary, or Assistant Secretary of the Company,whether made heretofore or E hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and m binding upon the Company with the same force and effect as though manually affixed." a IN TESTIMONY WHEREOF,I have hereunto subscribed my name and affixed the corporate seal of the said Company, this 8TH day of MARCH 2012 E 0 LL Assistant Secretary � m d 9 U m 3 0 J C V E L V R Q Hillcrest Contracting;, Inc. B FIRM NAME REFERENCES FOR WORK PER BID SCHEDULES NOS. 1,2 3,41 & 5 PLANS & SPECUL PROVISIONS NOS. 12801 12807 12808 12809& 12817 Date: The following are the names,addresses,and phone numbers for three public agencies for which BIDDER has n, performed similar work within the past two years: 2i v Public Agency's Contract Name,Title a Name&Address Type of Project Contract Amount Date Completed &Phone Number o c 0 SEE r1T� eCHtE-D— $ - -- — d v E a m a v `m 3 Q 2. $ e E `o a M M v v a m 3 0 J 3. $ c E E s U A a C-12 P�ctfBt Pg.334' Experience in Work of Similar Complexity and C) Scale to this Project Prime Contractor on all projects Project Name: Lena Road Improvements-San Bernardino, CA Project Description: Street Improvements Approximate Construction Date: 08/09—03/10 Agency Name:IVDA 294 S. Leland Norton Way San Bernardino,CA 92408 n Contact Person/PM:Nick Manchev Phone: 909/382-2084 Fax: 909/382-2085 A E-Mail:nick@ma-cm.com L) d Original Contract Amount: $1,007,861 Final Contract Amount: $1,121,917 LL c Project Name: Yucaipa Transit Center-Yucaipa,CA C Project Description: Transit Center ° C6 Approximate Construction Date: 10/09-07/10 - Agency Name: City Of Yucaipa 34272 Yucaipa Blvd. Yucaipa, CA 92399 Contact Person/PM: Chuck Collett Phone: 909/797-2489 Ext. 256 Fax: 909/790-9203 E-Mail: ccollett@yucaipa.org Original Contract Amount: $1,487,866 Final Contract Amount: $1,778,912 E E Project Name: Kitching St. Improvements-Moreno Valley, CA a Project Description: Street Improvements P Approximate Construction Date: 3/10-1/11 a Agency Name: City Of Moreno Valley 14177 Frederick St.Moreno Valley, CA 92552 Contact Person/PM: Viren Shah Phone: 951/314-2288 Fax: 951/413-3170 E-Mail: virens@moval.org Original Contract Amount: $1,752,017 Final Contract Amount: $1,949,691 E `o Project Name: Day St.Roadway Improvements-Moreno Valley,CA m Project Description: Street Improvements ; Approximate Construction Date: 1/10-5/11 a Agency Name: City Of Moreno Valley 14177 Frederick St. Moreno Valley,CA 92552 m Contact Person/PM: Larry Gonzales Phone: 951/413-3136 Fax: 951/413-3170 E-Mail: larryg@moval.org Original Contract Amount: $1,633,138 Final Contract Amount: $1,944,877 d E s Project Name: Victoria Ave. Street Improvements &Beautification-San Bernardino,CA Cq Project Description: Street Improvements a Approximate Construction Date: 9/10-7/11 Agency Name: City Of San Bernardino 300 N.D St. P Floor San Bernardino,CA 92418 Contact Person/PM: Henry Wingson Phone: 909/384-5368 Fax: 909/384-5155 E-Mail: wingson_he @sbcity.org Original Contract Amount: $717,232 Final Contract Amount: $882,427 Packet Pg. 335 Project Name: Uptown Yucaipa Blvd.-Yucaipa, CA Project Description: Street Improvements Approximate Construction Date: 3/11-4/12 Agency Name: City Of Yucaipa 34272 Yucaipa Blvd. Yucaipa,CA 92399 Contact Person/PM: John Larose Phone: 909/797-2489 Ext. 243 Fax: 909/790-9203 E-Mail:jlarose @yucaipa.org Original Contract Amount: $2,835,981 Final Contract Amount: $3,200,000 h d d w _T U d LL C O C O .q a m L d C E E v A © a v Q n d E O LL 9 M m 9 a m 3 0 J C d E L u m a V eF0 c F � .2? BIDDER'S FIRM NAME PRE-QUALIFICATION PLANS & SPECUL PROVISIONS NOS. 12801,12807,12808, 12809&12817 Contractor shall: a) have a minimum of three (3) years experience in the application of the Polymer Modified Asphalt Surface Sealer as applied to scrub-seal; or b) have successfully completed at least three (3) scrub seal projects utilizing the scrub-broom to the satisfaction of their clients. 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G a ?' a Y n ^� s n . m w x N d w m MC r r P 3 i z '� zzr mm T s w P, Z 39r a R n (no ~O •• S 5 yy 'n^ N E A N N a i 111 z '7 LL a ' A R m � N v n o yg o m � o w V gm 0 Y i+N a°s8 S op O+1 P a?Y G 8 a 44 a S OssN S p 8 a w sS O aO A y 1a o s 8.I�S O O.� N.f°s 8 TTo yp O S sO S'. Y O s"s8 S N°S U 8p_a S.S 8.GY O'O y S O S .Ys 8i Q G O S .A N r a•YS N i 8-p W O G'p C U IJ 8Y qU O m N C+S 'sroy p O�r NO AW O J s N O s m"0 Gy+r S s s)N U D H Y s so c y N r s 8J o o U O 8N S"o S N w m S'' U�N p S O+m" m N O G Y w o U U V W N p GS m+NO Qap O N nm tNO�s O+UO n_ ~Cp p A m m O 13 O m m _S b Ayo r N a J N�b� a O O O p G V a 9 0 0 0 8 8 8 8 8 8 8 s Is 8 8 8 8 8 8 8 ��V Q r r J a�m=a @> a s 8 s 8 a a 8 s s 8 8 8 8 8 8 O x(m ;•r j s � p- T a s ss. 88888s S S S S S N.r. �m V O osoo � s 8 .'s ssF Q y m 'a i m S 8 8 8 8 8 8 8 p W $ ° OJ q p o O A 1Z' ssos0e '0sass o .ssg zn o °o °o °o Packet Pg.342 Z 5N ID tz op tz dy 00 �S�}S o INrn ~ � OOAt� 90 N z �; � aHtrJo Nn o z � a ` 0M n • o IE'i d H 1 0 to a m v o X100` Pd H d o z o ro o J O o z � oK � En a v i W N x "xf C7 H c oa � � .� � z CO P ., j G o a 04 nw m 0 N 0 N t' x o G Packet Pg.3�4 ': File Nos.:1.7909,1.7925,1.7927&1.7903 Account Nos. 258-160-5504.7909-0025 129-160-5504-7925-0025 129-160-5504-7927-0025 135-160-5504-7903.0025 DEPARTMENT OF PUBLIC WORKS CITY OF SAN BERNARDINO STATE OF CALIFORNIA m Addendum No. One a U TO LL BID AND CONTRACT DOCUMENTS o FOR `o PAVEMENT REHABILITATION ON FIVE CITY STREETS t d "K" STREET, FROM OAK STREET TO RIALTO AVENUE PLAN NO. 12801 ( SS 11-011 ); EE EVANS STREET, FROM WESTERN AVENUE TO MT.VERNON AVENUE > PLAN NO. 12807 (SS 12-017); 15TH STREET, FROM WESTERN AVENUE TO MT. VERNON AVENUE PLAN NO. 12808 (SS 12-016); a MAGNOLIA AVENUE, FROM WESTERN AVENUE TO MT.VERNON AVENUE PLAN NO. 12609 (SS 12-005 ); and MEDICAL CENTER DRIVE, FROM HOME STREET TO 16TH STREET PLAN NO. 12817 (SS 11-003 ) d 0 The Special Provisions for this Project shall be amended as follows: d z 1. The Engineer's Estimate (Range Only) at the upper right corner of the Notice Inviting Sealed Bids, v shall be changed to: c v Engineer's Estimate (Range Only)$850,000 to$1,100,000 a N 2. The Bid Schedule for the Project shall be replaced in its entirety with the revised Bid Schedule entitled, "ADDENDUM NO. ONE, MARCH 14, 2012, BID FORM," which is attached to this ADDENDUM NO.ONE. Contractor is notified that he shall submit referenced ADDENDUM NO.ONE, E MARCH 14,2012,BID FORM,as part of his Bid Documents. m 3. Bidders' attention is directed to the requirements within Section C of the Special Provisions, a wherein a number of documents are required to be submitted along with the Bidder's Bid. These documents include, among others, submittals covering "BIDDER SELF-PERFORMANCE VERIFICATION FORM," (Page C-5),and"PRE-QUALIFICATION' (Page C-13). Addendum No.One Plans and Special Provisions Nos.12801,12807,12808.12809&12817 March 14,2012 Page 1 of 4(Attachme Racket Pg:345 ': 4. Delete the first paragraph of Subsection 12-1.03,"PAYMENT,"of the Special Provisions,and replace with the following: 12-1.03, "PAYMENT" the Contract bid price paid per Square Foot for "PAVEMENT REPAIR,"with various pavement section thicknesses to be removed and repaired per Bid Schedule, shall be considered as full compensation for providing all materials, tools and equipment, sawcutting and/or milling/ planing if approved by the Engineer, disposal of removed materials including any sub-base,all requirements associated with stockpiling and stockpile areas, y and for doing all the work involved, per the Plans, the Standard Specifications, these Special d Provisions, and as directed by the Engineer, and no additional compensation will be allowed N therefor. a U S. Delete the fourth paragraph of Subsection 13-B.1.01, "GENERAL, of the Special Provisions, and > LL replace with the following: o c Removal of the top 5" of the Asphalt concrete pavement shall be as specified in Section 12- °- 1, "UNCLASSIFIED EXCAVATION," of these Special Provisions. Payment for removing 5" of the Asphalt concrete pavement for Full Depth Reclamation (Medical Center Drive) shall be paid m separately per "REMOVE AND DISPOSE OFFSITE EXISTING ASPHALT CONCRETE PAVEMENT, 5"," per Bid Schedule,of these Special Provisions. E CRACK SEALING (ASPHALT CONCRETE E 6. Delete the second paragraph of Subsection 14-A.1.03, � PAVEMENT."of the Special Provisions and replace with the following: a 9 Crack sealing will not be required for those portions of roadways to be overlain by a Scrub a Seal, for all cracks, longitudinal, and transverse joints 1h" wide and smaller, unless otherwise directed by the Engineer. 7. Delete the last sentence of the second paragraph of Subsection 14-A.1.08, "PAVEMENT REPAIR(K m STREET SOUTH OF OAK STREET) DFLETABLE ITEM." of the Special Provisions, and replace with `rn .N the following: 0 For bidding purposes,Contractor is to assume a 7'wide by 430'long section of pavement to z° be removed and replaced. E 9 8. Delete the second paragraph of Subsection 14-A.1.09, "PAYMENT," of the Special Provisions, and 9 replace with the following: a N The Contract unit bid price paid per Square Foot for "PAVEMENT REPAIR," per Bid r Schedule, shall include full compensation for furnishing all materials, tools, equipment and C incidentals, and for doing all the work involved in furnishing, placing and compacting pavement material, sweeping roadway prior to crack treatment, cleaning out all cracks, furnishing and E installing crack sealing,sand for tackifying operations,sweeping excess sand,tack coat,adjustment of utility frames and covers to grade, sawcutting and removing, or milling and removing existing a asphalt pavement as required, disposal of removed materials, scarifying, placing and compacting underlying base or subgrade materials prior to pavement placement, replacing survey markers in new pavement, all complete in place, per the Plans, the Standard Specifications, these Special Addendum No.One Plans and Special Provisions Nos.12801,12807,12808.12609&12817 March 14,2012 Page 2 of (Attachan Provisions and as directed by the Engineer, and no additional compensation will be al 5.Lc therefor. 9. Delete the third paragraph of Subsection 14-13.1.02, "PREPARATION" of the Special Provisions,and replace with the fallowing: Crack sealing will not be required for those portions of roadways to be overlain by a Scrub Seal, for all cracks, longitudinal, and transverse joints 1h" wide and smaller, unless otherwise directed by the Engineer. Crack sealing will be required where scrub seal operations are y terminated prior to roadway intersections,however,as directed by the Engineer. 10. To Subsection 14-B.1.09, "MATERIALS" of the Special Provisions, add Table No. 1, entitled, a "Polymer Asphalt Surface Sealer for use with Scrub Seal—Requirements," within the Appendix to 6 d this Addendum. > LL C 11. Dowel Bars required under Subsection 16-A.1.04,"PCC GUTTER" of the Special Provisions, shall be 0 #4 bar reinforcing steel. . 12. Add the following to Subsection 16-A.1.07,"PCC ADA BYPASS"of the Special Provisions: L d PCC ADA Bypass shall provide a minimum of 48" in width to above ground obstructions, c unless otherwise directed by the Engineer. E v 13. Delete Subsection 43-1.11,"PAYMENT"of the Special Provisions,and replace with the following: a D 43-1.11 PAYMENT -- The Contract unit bid price paid per Extra Long Ton for "SLURRY a SEAL (TYPE 11);' per Bid Schedule, shall include full compensation for furnishing all materials, tools,equipment and incidentals,and for doing all the work involved in constructing the slurry seal, including testing for and furnishing the mix design, cleaning the surface before and after the Project, micro-grinding and/or wet sand blasting removal of traffic striping and legends, crack sealing,protecting and cleaning all utilities,manholes and valve covers,furnishing added water and m set control additives, mixing water with asphaltic emulsion for coating the pavement, and protecting the seal until it has set at all locations, complete in place, per the Plans, the Standard o Specifications and these Special Provisions, and as directed by the Engineer, and no additional z6 compensation will be allowed therefor. E D 14. Add to the Appendix Standard Plans for Public Works Construction Standard Plan 335-2, "PIPE d v CONNECTIONS TO EXISTING STORM DRAINS." a N C The Plans for this Project shall be amended as follows: A c 1. On Plan Sheet No.2,approximate Street Station 9+50 left,the Caltrans Type A88A curb ramp to be E constructed shall be"Case F." 2. On Plan Sheet No.2,approximate Street Station 9+80 left,the existing curb ramp shall be modified per a Construction Nate No. 17. Addendum No.One Plans and Special Provisions Nos.12801,12807,12808.12809&12817 March 14,2012 Page 3 of 4(Attachme ,Packii Pg.:347 3. On Plan Sheet No.2,approximate Street Station 13+50 left,the existing curb ramp shall be modifie Construction Note No.17. 4. On Plan Sheet No.2,approximate Street Station 13+75 left,the entrance roadway to the park is to be cold milled,Construction Note#1,up to the street right of way line(mill to 41.25'left of K Street centerline). S. On Plan Sheet No.2,approximate Street Station 30+90 right,the existing curb ramp shall be reconstructed per Caltrans Type A884"Case F." y d 6. On Plan Sheet No.4,approximate Street Station 27+50 right,a"Stop Bar;"per Striping and Pavement in Markings Note#12,shall be added to westbound Congress Street,where it intersects with K Street. 7. On Plan Sheet No.4,approximate Street Stations 9+60,18+10,and 25+70,for the crosswalks to be restriped at each of these locations,respectively,each crosswalk shall have Ladders painted therein,90 c 0 degrees,at five foot spacing,center to center. c 0 8. On Plan Sheet No.6,approximate Street Station 10+20 left and right,per Special Provisions,Contractor shall propose for Engineer approval,Caltrans ABBA curb ramp"Case"to be constructed. s 9. On Plan Sheet No.6,approximate Street Station 17+40 right,a"Stop Bar,"and'Stop"legend,per Striping and Pavement Markings Note Nos.4 and 12,shall be added to northbound Pico Avenue,where it intersects with Magnolia Avenue. 0. 10. On Plan Sheet No.6,approximate Street Station 23+80 left,delete Construction Note No.21. 3 © 11. On Plan Sheet No.6,approximate Street Station 24+10 right,the Caltrans Type A88A curb ramp to be a constructed shall be"Case C." 12. On Plan Sheet No.7,per Special Provisions,Contractor shall propose for Engineer approval,Caltrans A88A curb ramp"Case"to be constructed at all locations on Plan Sheet m N d 13. On Plan Sheet No.7,approximate Street Station 18+00 right,delete Construction Note#15,and o substitute Construction Note#19,to construct 10 Linear Feet of PCC Curb. z6 E 14. On Plan Sheet Nos.1 and B,reword Construction Note No.34 as follows: 'o c ar REMOVE 5"OF EXISTING ASPHALT CONCRETE PAVEMENT AND DISPOSE OFF-SITE. a N ALL BIDDERS SHALL INDICATE RECEIPT OF THIS ADDENDUM NO. ONE AS REQUIRED ON PAGE a C-2,"ACKNOWLEDGEMENT 0 DDENDUMS,"OF THE BID DOCUMENTS OF THESE SPECIAL PROVISIONS. c d E BY: DATE: I �/Z ROBERT G.EISE EISZ,P.E. a City Engineer CAddendum No.One Plans and Special Provisions Nos,12801,12807,12809.12809&12817 March 14,2012 Page 4 of4(Attachments Packet Pg. 348 ATTACHMENTS TO ADDENDUM NO. ONE d (PAGES NOT NUMBERED) , _T U d LL c O c O a d L d C d E d d a v m 3 n 9 d c rn y d c O Z E D c d v v Q N V M G d E L u d Q Attachments to Addendum No.One Plans and Special Provisions Nos.12001,12807,12808.12809&12817 March 14,2012 (Attachme ADDENDUM NO. 1 MARCH 14,2012 BID FORM N TO TIE MAYOR AND COMMON COUNCIL OF d THE CITY OF SAN BERNARDINO m T The undersigned declares that he has carefully examined the location of the proposed work, that he has examined the Plans and read the accompanying instructions to bidders and hereby proposes to furnish any and all required labor,materials,transportation and service for the 0 0 PAVEMENT REHABILITATION ON FIVE CITY STREETS A L "K" STREET, FROM OAK STREET TO RIALTO AVENUE c" PLAN NO. 12801 ( SS 11-011 ); d EVANS STREET,FROM WESTERN AVENUE TO MT.VERNON AVENUE d PLAN NO. 12807 (SS 12-017); a 15TH STREET,FROM WESTERN AVENUE TO MT.VERNON AVENUE PLAN NO. 12808(SS 12-016); MAGNOLIA AVENUE,FROM WESTERN AVENUE TO MT.VERNON AVENUE n PLAN NO. 12809 (SS 12-005); and MEDICAL CENTER DRIVE,FROM HOME STREET TO 16' STREET PLAN NO. 12817 (SS 11-003) m �N m in strict conformity with Plans and Special Provisions Nos. 12801. 12807. 1280812809 & 12817 , o of the Department of Public Works, City of San Bernardino and also in accordance with Standard z° Specifications for Public Works Construction, 2009 Edition. The undersigned proposes and agrees E if this bid is accepted,that he will contract with the City of San Bernardino, in the form of the copy of the Contract annexed hereto, to provide all necessary machinery, tools, apparatus and other v means of maintenance, and to do all the work and furnish all the materials specified in the Contract, N in the manner and time therein prescribed, and that he will take in full payment therefor the following unit prices or lump sum prices,to-wit: M v E L U A Q Page 1 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS �.i BID SCHEDULE NO. 1: 1110 STREET, FROM OAK STREET TO RIALTO AVENUE PLAN NO. 12801 ( SS 11-011 ) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NO. OUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES y in T I, 1 LS MOBILIZATION,at the Lump Sum price of L) m Dollars LL & Cents LS $ o C 0 2. 1 LS TRAFFIC CONTROL, at the Lump Sum price of Dollars m & Cents LS S c v 3. 900 SF CONSTRUCT PCC CURB RAMP,Including E m Removal of Existing,per Caltrans Std. > m Plan A88A,at a Dollars & Cents per SQ.FT. $ /SF © _ a 4. 50 LF CONSTRUCT PCC CURB AND GUTTER, � Including Removal of Existing,per CITY Std. �- Plan 200,Type`B" at m Delius & Cents per LN.FT. $ /LF d c O 5. 10 EA MODIFY EXISTING PCC CURB RAMP,per 0 z Calnans Std.Plan A88A,at E Delius 3 & Cents per EACH $_J BA $ _...... v v Q N 6. 270 SF CONSTRUCT PCC ADA BYPASS,per CITY Std.Plan 203,at Dollam ^ -j-Cents per SQ.FT. $ SF $ E E L U 7. 3 EA CONSTRUCT PCC CROSS GUTTER& =°• SPANDREL,Including Removal of Existing Spandrels and Curb,per CITY Std.Plan 201, at Dollars & Cents per EACH $ /EA $ __ Page 2 of 23;Addendmn No. One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) Packet Pg. 351 PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 1 (Cont.): "K" STREET, FROM OAK STREET TO RIALTO AVENUE PLAN NO. 12801 ( SS 11-011 ) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL m NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES d d U) T 8. 2 EA REMOVE TREE at U Dollars & Cents per EACH $_/EA c o c 9. 305 LF CONSTRUCT PCC GUTTER,Including Drill g &Bond Dowel and Removal of Existing,per CITY Std.Plan 200,Type"B",at m Dollars L & Cents per LN.FT. $ /LF $ X c v E 10. 210 LF CONSTRUCT PCC CURB,Including Removal d of Existing,per CITY Std.Plan 200,Type"A", a at a Dollars m & Cents per LN.FT. $ /LF $ Q l 1. 1,450 SF CONSTRUCT PCC SIDEWALK,Including Removal of Existing,per CITY Std.Plan 202, a Case`B",at c Dollars _Q+ & Cents per SQ.FT. $ /SF $ '^ m c 12. 700 SF CONSTRUCT PCC RESIDENTIAL ° z DRIVEWAY APPROACH,Including Removal £ of Existing,per CITY Std.Plan 203,at a' Dollars d & Cents per SQ.FT. S SF $ _... a a N 13. 510 SF CONSTRUCT PCC COMMERCIAL v DRIVEWAY APPROACH,Including Removal M of Existing,per CITY Std.Plan 204,at Dollars d & Cents per SQ.FT $_/SF $ E L U R 14. 90 SF CONSTRUCT PCC ALLEY INTERSECTION Q APPROACH,Including Removal of Existing, per SPPWC Std.Plan 130.2,at Dollars © & Cents per SQ,FT. S_I SF $ _ Page 3 of 23;Addendum No. One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS ® BID SCHEDULE NO. 1 (Cont.): "K°f STREET, FROM OAK STREET TO RIALTO AVENUE PLAN NO. 12801 (SS 11-011 ) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES N 15. 1,400 LF COLD MILL WEDGE CUT,Max.3"Depth, m 51 wide,at N Dollars& 21 Cents per LN.FT. $_I LF $ __ U 0 LL 16. 6,600 SY COLD MILL 1-'A",at 0 Dollars& C Cents per SQ.YD. $_/SY S 0 n 17. 10,100 SF PAVEMENT REPAIR,Including Removal and 1e s Replacement of min 2-1/2"of Asphalt Concrete Pavement Section at Dollars m &_ Cents per SQ.FT. S ISF S m a a l8. 3,200 SF PAVEMENT REPAIR,Including Removal and R Replacement of min 4"of Asphalt Concrete Q Pavement Section at Dollars & Cents per SQ.FT. $ !SF S a 0 19.(D) 3,100 SF PAVEMENT REPAIR,(K Street,south of Oak rn Street),Including Removal and Replacement of 0 min 4"of Asphalt Concrete Pavement Section at o Dollars & Cents per SQ.FT. S /SF $ 0 E 3 a 20. 330 SF MICRO-GRIND EXISTING PCC SIDEWALK, d AC PAVEMENT OR PCC GUTTER,at � Delius& Q Cents per SQ.Fr. S /SF S _ a v M 21. 2 EA CONSTRUCT MODIFIED CATCH BASIN No. 1,with Local Depression,per CITY Std.Plan E Nos.403&407,at t Dollars& m Cents per EACH $_/EA $ Q 22. 1 EA CONSTRUCT CATCH BASIN No.2,with Local Depression,per CITY Std.Plan Nos.404 C &407,at Dollars & Cents per EACH $_/EA $ Page 4 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) Packist Pg:353 PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 1 (Cont.): °'K" STREET, FROM OAK STREET TO RIALTO AVENUE PLAN NO. 12801 ( SS 11-011 ) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL N0. QUANTITY UNIT AND UNIT PRICE WRITTEN W WORDS IN FIGURES IN FIGURES m m 23. 2 EA CONSTRUCT CATCH BASIN,with Local Depression,per SPPWC Std.Plan Nor.307-3& T 313.3,at V Dollars & Cents per EACH $ /EA $ LL C O 24. 5 EA CONSTRUCT CONNECTION TO CATCH c BASIN,per CITY Std.Plan No.416,at Dollars& _ Cents per EACH $ /EA S r m 0: 25. 2 EA CONSTRUCT CONNECTION TO CATCH m BASIN,per SPPWC Std.Plan No.308-1,at E Dollars > & Cents per EACH $_/EA $�_. _. a 9 3 © 26. 82 LF CONSTRUCT 18"RCP,2000 D-LOAD,at_ Q Dollars& Cents per LN.FT. $_/LF $ m 27.(D) 2 EA CONSTRUCT CONCRETE COLLAR,per rn CITY Std.Plan No.412 at .m Dollars& c Cents per EACH $ /EA $ 0 6 z E 28. 1 EA CONSTRUCT JUNCTION STRUCTURE,per SPPWC Std.Plan No.335-2,at m Dollars& Cents per EACH $ /EA $ ___._. _ Q N V 29. 2 EA CONSTRUCT JUNCTION STRUCTURE,per M SPPWC Std.Plan No.331 ,at Dollars& Cents per EACH $_ E/EA $ E U m Q 30. 5 EA CONSTRUCT INLET PROTECTION BAR (Existing Basin),per CITY Std.Plan Nos.410& 411,at Dollars& Cents per EACH $_/EA $ _ Page 5 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) Packet Pg. 354 PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 1 (Cont.): a`K'r STREET, FROM OAK STREET TO RIALTO AVENUE PLAN NO. 12801 ( SS 11-011 ) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NO. OUA14TITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES N d 31. 3 EA REMOVE INLET,ABANDON PIPE AND d BRICK&MORTAR PLUG REMAINDER,at rn Dollars > & Cents per EACH $ /EA a C 32.(D) 50 TN UNTREATED BASE(PATCHING& 0 FLATWORK,at o Dollars a & Cents per TON $_/TN $ Mm I --- s I of 33.(S) 7,400 SY POLYMER MODIFIED ASPHALT SURFACE SEALER(SCRUB SEAL),GRADING B, at E Dollars d & Cents per SQ.YD $ /SY $ _. > m a v M 34. 60 ELT SLURRY SEAL,TYPE H,with Latex,(based on Q Q application rate of 1,150 SF/ELT min.to 1,350 SF/ELT max),at Dollars& ,. Cents per EXTRA LONG TON $/ ELT $ _ M N 35. 3 EA ADJUST Existing WATER VALVE COVER 0 To Grade,at Dollars o z & Cents per EACH $_/EA $__. E 3 c m 36. 560 IN CONSTRUCT ASPHALT CONCRETED v PAVEMENT OVERLAY,1-11211,at C Dollars & -Cents per TON $ /TN S v M c 37. 4 EA RELOCATE SIGN AND POST,at Dollars r & Cents per EACH $_-j EA S °a 38.(S) 5 EA REPLACE EXISTING TRAFFIC INDUCTIVE LOOP DETECTOR complete in place,at_ O Dollars &,. rents porEACH SEA $ _..... .____. Page 6 of 23;Addendum No. One: Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) Packet Pg. 355 S.Lc PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809& 12817; pAVEMENC REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 1 (Cont.): 11K" STREET,FROM OAK STREET TO RIALTO AVENUE PLAN NO. 12801 (SS 11-011 ) d d ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL w NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES U d 39.(S) I LS THERMOPLASTIC TRAFFIC STRIPING LL AND RAISED PAVEMENT MARKERS, o REFLECTORIZED,per CALTRANS Std Plans c A20A,A24C,A24D,&A24E, at the Lump Sum .0 price of Dollars a & Cents. LS S t r tY c 40.(S) 1 LS NPDES REQUIREMENTS,INCLUDING SWPFP,per Section 6-1.03 of these Special d Provisions,at the Lump Sum price of M M Delius a. j ,& Cents. LS S X � Q 4L(S) 2 EA CONSTRUCTION INFORMATION SIGN,at Dollars .& Cents per EACH $ EA $ m c s .y d C O Z E TOTAL BID SCHEDULE NO. 1: S (FIGURES) v D Q (WORDS) 4 M C d E z U A Q C Page 7 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) PacketPg.356 S.Lc PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807,12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS r^` BID SCHEDULE NO. 2: EVANS STREET,FROM WESTERN AVENUE TO MT.VERNON AVENUE PLAN NO. 12807(SS 12-017) N d ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES in _T U L I LS MOBILIZATION, at the Lump Sum price of LL Dollars O & Cents LS $ - _. _ _ 0 2. 1 LS TRAFFIC CONTROL, at the Lump Sum price 's of s Dollars & Cents LS $ m E 0 3. 110 SF CONSTRUCT PCC CURB RAMP,Including m Removal of Existing Sidewalk,per Caltrans Std. Plan A88A,at 3 Dollars a & Cents per SQ.FT. SI SF 4. 1 EA CONSTRUCT PORTION OF PCC CROSS GUTTER&Spandrel,Including Removal of c Existing Spandrel and Curb,per CITY Std.Plan N 201,at Dollars & Cents per EACH $ /EA 6 z _._.. E 5. 12 LF CONSTRUCT PCC CURB AND GUTTER, a Including Removal of Existing,per CITY Std. Plan 200,Type`B",at Q Dollars & Cents per IN,FT. $/ LF $ a M 6. 2 EA MODIFY EXISTING PCC CURB RAMP,per Caltrans Std.Plan A88A,at E E Dollars & Cents per EACH $L EA S _... 4 Page 8 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) S.I.c PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809&12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 2 (Cont.): EVANS STREET,FROM WESTERN AVENUE TO MT.VERNON AVENUE PLAN NO. 12807(SS 12-017) N ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL m NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES _T U 7. 20 LF CONSTRUCT PCC CURB,Including Removal m of Existing,per CITY Std.Pin 200,Type"A", u_ c at o Dollars o ,& Cents per LN.FT. $ /LF $ a S. 2,700 LF COLD MILL WEDGE CUT,MAX 1"depth, 5'wide,at m Dollars & Cents per LN.FT. $/ LF S _. E a m a 9. 2,500 SF PAVEMENT REPAIR,Including Removal and -o Replacement of Minimum 2'A"of Asphalt 3 Concrete Pavement Section,at Q Dollars & Cents per SQ.FT. $ /SF $ v 10.(S) 5,200 Sy POLYMER MODIFIED ASPHALT SURFACE c SEALER(SCRUB SEAL),GRADING B, at .y m Dollars c & Cents per SQ.YD. $/_SY $� . z E it. 300 TN CONSTRUCT ASPHALT CONCRETE •'ac PAVEMENT OVERLAY,I",at d Dollars a & Cents per TON $_/7N $ _.... ... C N 12, 4 EA ADJUST Existing WATER VALVE COVER To Grade,at c Dollars & Cents per EACH $_/EA $ m 13.(D) t0 TN UNTREATED BASE(PATCHING& FLATWORK,at Dollars & Cents per TON 3L_/TN $ _____ Page 9 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) PacketPg.358 PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809&12817; /^ PAVEMENT REHABILITATION ON FIVE CITY STREETS �✓ BID SCHEDULE NO. 2, (Cont.): EVANS STREET,FROM WESTERN AVENUE TO Mr.VERNON AVENUE PLAN NO. 12W7(SS 12-017) N d ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NO. OUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES to it U v 14.(S) t LS THERMOPLASTIC TRAFFIC STRIPING > AND RAISED PAVEMENT MARKERS, LL c REFLECTORIZED,per CALTRANS Std.Plans 0 A24D&A24E, at the Lump Sum price of o .q Dollar = g Cents. LS $ L d 15.(S) 1 LS NPDES REQUIREMENTS,INCLUDING y SWPPP,per Section 6-1.03 of these Special E Provisions,at the Lump Sum price of m Dollars a & Cents. $ /LS $ v m 3 a 16.(S) 1 EA CONSTRUCTION INFORMATION SIGN,at A Dollars & Cents per EACH EA S -o at c m d C 0 O Z TOTAL BID SCHEDULE NO. 2: $ (FIGURES) E'E c d a a (WORDS) N Q M C N E r u m a Page 10 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) PacketPg.359 PLANS AND SPECIAL PROVISIONS NOS, 12801, 12807, 12808, 12809&12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BED SCHEDULE NO. 3: 15TH STREET,FROM WESTERN AVENUE TO MT.VERNON AVENUE PLAN NO. 12808(SS 12-016) N ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL v NO. OUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES q _T U 1. 1 LS MOBILIZATION, at the Lump Sum price of LL Dollars A Cents LS $ .2 m 2. 1 LS TRAFFIC CONTROL, at the Lump Sum price a of t Dollars LS S Cents � c m E d 3. 340 SF CONSTRUCT PCC CURB RAMP,Including ti Removal of Existing Sidewalk,per Caltrans Std. .a Plan A88A.at Dollars a3 & Cents per SQ.FT. $_I SF S .. m 4. 1 EA CONSTRUCT FCC CROSS GUTTER AND SPANDREL,including Removal of Existing c Spandrels,Cross Garter and Curb,per CITY a Std.Plan 201,at Dollars c & Cents per EACH S EA $ 0 6 z E 5. 172 LF CONSTRUCT PCC CURB AND GUTTER, i Including Removal of Existing,per CITY Std. `m Plan 200,Type B,at Dollars Q j--Cents per IN.FT. $ /LF S _. N v M 6. 1 EA MODIFY EXISTING PCC CURB RAMP,per Caltrans Std.Plan A88A,at Dollars E E & Cents per EACH $�EA a 7. 80 SF CONSTRUCT PCC SIDEWALK,Including Removal of Existing,per CITY Std.Plan 202, Case`B°,at Dollars & CeMS per SQ.FT $_SF S Page I 1 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) Packet Pg. 360 PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 3 (Cont.): 15TH STREET,FROM WESTERN AVENUE TO MT.VERNON AVENUE PLAN NO. 12808 (SS 12-016) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL N9. OUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES a to _T B. 200 SF CONSTRUCT PCC RESIDENTIAL O m DRIVEWAY APPROACH,Including Removal 2 of Existin&per CITY Std.Plan 203,at w c Dollars o & Cents per SQ.FT. $ /SF $ _._ o 9. 3,000 LF COLD MILL WEDGE CUT,Max.1"depth, t 5'wide,at Dollars& Cents per LN FT. $ /LF $ E a 10. IS SF MICRO-GRIND EXISTING PCC SIDEWALK, o. AC PAVEMENT OR PCC GUTTER, at 3 © _- Dollars& Cents per SQ.FT. $ /SF $ 11. 5,600 SF PAVEMENT REPAIR,Including Removal and w Replacement of min 2-1/2"of Asphalt Concrete Pavement Section,at Dollars & Cents per SQ.FT. $ /SF $ O 0 z 12. 450 SF PAVEMENT REPAIR,Including Removal and Replacement of min 4"of Asphalt Concrete v Pavement Section,at e Dollars Q & Cents per SQ.FT. $ /SF _a 13.(S) 4,000 SY POLYMER MODIFIED ASPHALT SURFACE SEALER(SCRUB SEAL),GRADING B, at m E 3 Dollars o & Cents per SQ.YD. $_/SY Q 14, 240 TN CONSTRUCT ASPHALT CONCRETE PAVEMENT OVERLAY,I",at w Dollars & Cents per TON TON S-/TN $ Page 12 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) Packet Pg.36t' PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809 8c 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS (v' BID SCHEDULE NO. 3 (Cont.): 157 STREET,FROM WESTERN AVENUE TO MT. VERNON AVENUE PLAN NO. 12808 (SS 12-016) d ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL y NQ. OUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES U _ d 15. 5 EA ADJUST EXISTING WATER VALVE LL COVER TO GRADE,at p Dollars c & Cents per EACH $ /EA $ °- m n 16.(D) 10 TN UNTREATED BASE(PATCHING& t FLATWORK,at Dollars & Cents per TON m 17.(S) ( LS THERMOPLASTIC TRAFFIC STRIPING, AND RAISED PAVEMENT MARKERS, m REFLECTORIZED,per CALTRANS Std, Plans C A24D&A24E,at the Lump Sum price of .. Dollars n & Cents LS $ a m 18.(S) 1 LS NPDES REQUIREMENTS,INCLUDING SWPPP,per Section 6.1.03 of these Special Provisions,at the Lump Sum price of w c Dollars o & Cents. LS $ z E 19.(S) I EA CONSTRUCTION INFORMATION SIGN,at w v Dollars Q & Cents per EACH $/ EA $ w v M C 0 E L TOTAL BID SCHEDULE NO.3: $ (FIGURES) a (WORDS) Page 13 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) PackefPg. 362 PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807,12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS e BID SCHEDULE NO. 4: MAGNOLIA AVENUE,FROM WESTERN AVENUE TO MT.VERNON AVENUE PLAN NO. 12W(SS 124105) N d ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL m NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES rn _T U I. I LS MOBILIZATION, at the Lump Sum price of LL Dollars O & Cents LS S o m 2. I LS TRAFFIC CONTROL, at the Lump Sum price a m of r Dollars & Cents LS $ d E v 3. 500 SF CONSTRUCT PCC CURB RAMP,Including > Removal of Existing Sidewalk,per Caltrans Std. .a Plan A88A,at 3 Dollars Q © g, Cents per SQ.FT. S /SF n 4. 3 EA CONSTRUCT PCC CROSS GUTTER and SPANDREL,Including Removal of Existing Spandrels and Curb,per CITY Std.Plan 201,at rn Dollars & Cents per EACH $ EA S 6 z 5. 28 LF CONSTRUCT PCC CURB,Including Removal E of Existing,per CITY Std.Plan 200,Type"A", a c at v Dollars v & Cents per LN.FT. S_J LF $—e N V 6. 60 LF CONSTRUCT PCC CURB AND GUTTER, A Including Removal of Existing,per CITY S61. ' c Plan 200,Type`B",at ar Dollars £ r & Cents per LN.FT. $ /LF S Q 7. 590 SF CONSTRUCT PCC SIDEWALK,Including Removal of Existing,per CITY Std.Plan 202, Case"B",at r*^ Dollars (� &. Cents per SQ.FT. S /SF S Page 14 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) PacketPg.363 PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 4 (Cont.): MAGNOLIA AVENUE,FROM WESTERN AVENUE TO MT.VERNON AVENUE PLAN NO. 12M(SS 12-M) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES m in a 8. 560 SF CONSTRUCT PCC RESIDENTIAL v DRIVEWAY APPROACH,Including Removal of Existing,per CITY Std.Plan 203, at Dollars ° & Cents per SQ.FT. S !SF S o a 9. 2 EA MODIFY EXISTING PCC CURB RAMP,per t Caltrans Std.Plan A88A,at Dollars & Cents per EACH S_/EA S_ _ E E n 10.(S) 6,600 SF MICRO-GRIND EXISTING PCC v SIDEWALK,AC PAVEMENT OR PCC GUTTER,at Q -- Dollars .. & Cents per SQ,FT. $ /SF $ 11. 630 SY COLD MILLING,I.V2",at Dollars m & Cents per SQ.YD. $ /SY $ � m c O 12. 2,800 SF PAVEMENT REPAIR,Including Removal and c; z Replacement of min 2-1/2"of Asphalt Concrete E Pavement Section,at o Dollars c & Cents per SQ.FT. $ I SF $ Q N 13. 900 SF PAVEMENT REPAIR,Including Removal and Replacement of min 4"of Asphalt Concrete Pavement Section,at n Dollars m & Cents per SQ.FT. SI SF $ E L U A 1 � 14. 980 SF COMPOSITE PAVEMENT SECTION Q 3 REPLACEMENT,Including Removal and j Replacement of Existing AC Over PCC Pavement Section,at Dollars C & Cents per SQ.FT. $_/SF $ Page 15 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) i I PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS . , BID SCHEDULE NO. 4 (CONK: MAGNOLIA AVENUE,FROM VYES'IERNAVENUE TO MT.VERNON AVENUE PLAN NO. 12809(SS 12-M) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES at m rn T 15. 55 TN CONSTRUCT ASPHALT CONCRETE cI PAVEMENT OVERLAY,1-1/2",at Dollars LL & Cents per TON $ TN S o -- - -- 0 0 16.(S) 4,200 SY POLYMER MODIFIED ASPHALT SURFACE ;q SEALER(SCRUB SEAL),GRADING B, at n m _ Dollars & Cents per SQ.YD. $ /SY c m E m 17. 32 ELT SLURRY SEAL,TYPE Il,with Latex,(based on > m application rate of 1,150 SF/ELT min.to 1,350 a SF/ELT max),at Dollars 3 & Cents per Q EXTRA LONG TON $ /ELT $ 18. 7 EA ADJUST EXISTING WATER VALVE 0 COVER TO GRADE,at m Dollars 'm & Cents per EACH $_/EA $ O --- o 19.(D) 30 TN UNTREATED BASE(PATCHING& 3 E FLATWORK,at Dollars & Cents per TON $ /'FN S a) v Q N 20.(S) I LS THERMOPLASTIC TRAFFIC STRIPING, v AND RAISED PAVEMENT MARKERS, REFLECTORIZED,per CALTRANS Std.Plans A24D&A24E, at the Lump Sum price of_ m Dollars E & Cents LS w Q 2L(S) I LS NPDES REQUIREMENTS,INCLUDING SWPPP,per Section 6.1.03 of these Special Provisions,at the Lump Sum price of Dollars & Cents. LS $ Page 16 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 4 (CONT): MAGNOLIA AVENUE,FROM WESTERN AVENUE TO MT.VERNON AVENUE PLAN NO. 12M(SS 12-005) N ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL w NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES rn _T U 22.(S) I EA CONSTRUCTION INFORMATION SIGN,at LL Dollars o & Cents per EACH $/ EA $__ C 0 _ m a M t d K TOTAL BID SCHEDULE NO. 4: $ (FIGURES) E d (WORDS) a a `m 3 m a v c m y U C 6 Z E a c d a a Q N V M C E E U U m Q r/ Page 17 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) Packet Pg. 366 PLANS AND SPECIAL.PROVISIONS NOS. 12801, 12807, 12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 5: MEDICAL CENTER DffiVE,FROM HOME STREET TO 16TH STREET PLAN NO. 12817 (SS 11-003) d ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL d NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN F[GURES IN FIGURES N _T U I. 1 LS MOBILIZATION,at the Lump Sum price of d LL Dollars O & Cents LS $ o _ 2 2. 1 LS TRAFFIC CONTROL, at the Lump Sum price a of r Dollars & Cents LS $ E E d 3. 250 SF CONSTRUCT PCC SIDEWALK,Including a Removal of Existing,per CITY Std.Plan 202, Case"B",at `m Dollars 3 & Cents per SQ.FT. SF $ Q n 4. 9 EA CONSTRUCT PCC CROSS GUTTER& SPANDREL,Including Removal of Existing Spandrels and Curb,per CITY Std.Plan 201,at M Dollars & Cents per EACH $_/EA $ o o z 5. 230 LF CONSTRUCT PCC CURB AND GUTTER,and E Remove Existio&per CITY Std.Plan 200,Type a B,at v Delius ° a & Cents per LN.FT. LF $ N V 6. 18 EA MODIFY EXISTING PCC CURB RAMP,per M Caltrans Std.Plan A88A,at Dollars d & Cents per EACH $_J EA $ E U A 7. 2 EA CONSTRUCT PCC BUS PAD,per SPPWC Std. Q Plan 131-2 at Dollars &. Cents per EACH S_/EA S Page 18 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) PacketPg.367 S.Lc PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807,12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 5 (CONT): mmcAL CENTER DRIVE,FROM HOME STREET TO 10 STREET PLAN NO. 12817(SS 11-003) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL m NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS N]NFFIGURES IN FIGURES in 8. 15 SF MICRO-GRIND EXISTING PCC SIDEWALK, AC PAVEMENT OR PCC GUTTER,at v v Dollars & Cents per SQ.FT $L-/SF $_ c 0 c 0 9. 110 SF CONSTRUCT PCC RESIDENTIAL DRIVEWAY APPROACH,Including Removal = of Existing,per CITY Std.Plan 203,at m Dollars m & Cents per SQ.FF. $ /SF $ c w E 10. 250 SF CONSTRUCT PCC COMMERCIAL DRIVEWAY APPROACH,Including Removal a of Existing,per CITY Std.Plan 204,at v Dollars & Cents per SQ.FT S /SF $ Q r 11. 220 SF CONSTRUCT PCC ADA BYPASS,per CITY Std.Plan 203,at Dollars & Cents per SQ.Fr. S /SF $ °1 .y d C (] 12. 28,800 SF REMOVE AND DISPOSE OFFSITE o EXISTING ASPHALT CONCRETE z PAVEMENT,5",at E Dollars a & Cents per SQ.FT. $ /SF v a 13. 660 SF REMOVE PORTLAND CEMENT CONCRETE PAVEMENT,(MEDICAL CENTER DRIVE),at of Dollars & Cents per SQ.FT. S /SF S_ E E U N 14.(S) 3,200 SY FULL DEPTH RECLAMATION(MEDICAL Q CENTER DRIVE),Including Pulverize to 12" Depth,Regrade to 7"Below Grade,Export Surplus Material,Cement Treat Rough Grade Material at 6%,Compact Cure,and Micro-crack at Dollars & Cents per SQ.YD. S /SY $ Page 19 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 5 (CONT): MEDICAL CENTER DRIVE,FROM HOME STREET TO 16TH STREET PLAN NO. 12817 (SS 11-003) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES d d 15. 4,300 SF PAVEMENT REPAIR,Including Removal and Replacement of min 4"of Asphalt Concrete V Pavement Section,at at Dollars & Cents per SQ.FT $_/SF $ 0 c 0 16. 1,090 TN CONSTRUCT ASPHALT CONCRETE �o PAVEMENT,MIN.6"at = Dollars m & Cents per TON $_TN $ m 17. 100 ELT SLURRY SEAL,TYPE II,with Latex,(based on v application rate of 1,150 SF/ELT min.to 1,350 m SF/ELT max),at n. Dollars o & Cents per t6 © EXTRA LONG TON $_/ELT S — Q n l8. 9 EA ADJUST EXISTING WATER VALVE COVER TO GRADE,at Dollars c & Cents per EACH S_iEA S .m v O 19.(D) 30 IN UNTREATED BASE(PATCHING& z FLATW ORK,at E Dollars & Cents per TON S_/TN $ 0 Q 20.(S) I LS THERMOPLASTIC TRAFFIC STRIPING, AND RAISED PAVEMENT MARKERS, REFLECTORIZED,per CALTRANS Std.Plans r, A20A,A2011,A201),A24A,A24D&A24E, at the c Lump Sum price of m Dollars E z & Cents LS $ A z Q 21.(S) 12 EA REPLACE EXISTING TRAFFIC INDUCTIVE LOOP DETECTOR,complete in place,at_ Dollars © & Cents per EACH $ /EA $ Page 20 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808,12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS Q BID SCHEDULE NO. 5 (CONT): MEDICAL CENTER DRIVE,FROM HOME STREET TO 16TH STREET PLAN NO. 12817 (SS 11-003) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES v rn T 22.(S) 10 EA INSTALL NEW TRAFFIC INDUCTIVE LOOP v DETECTOR,complete in place,at_ m Dollars & Cents per EACH $ /EA $ ...__ 0 0 23.(S) I LS NPDES REQUIREMENTS,INCLUDING m + SWPPP,per Section 6-1.03 of these Special Provisions,at the Lump Sum price of m 1 Dollars L d & Cents. LS $ c v E 24.(S) 2 EA CONSTRUCTION INFORMATION SIGN,at m a Dollars 0 & Cents per EACH $/ EA $ 3 a m v at c TOTAL BID SCHEDULE NO. 5: $ (FIGURES) 0 (WORDS) z0 E v c a, v v a N 4 M C d E t 0 n >r a Page 2l of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) SUMMARY OF BID SCHEDULES PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS: ,W, STREET,FROM OAK STREET TO RIALTO AVENUE,PLAN NO, 12801 (SS 11-011 ); EVANS STREET,FROM WESTERN AVE TO MT.VERNON AVE,PLAN NO. 12807(SS 12-017); 15TH STREET,FROM WESTERN AVE TO MT.VERNON AVE,PLAN NO. 12808(SS 12-016); MAGNOLIA AVE,FROM WESTERN AVE TO MT.VERNON AVE,PLAN NO. 12809(SS 12-005); and MEDICAL CENTER DRIVE,FROM HOME ST TO 16TH ST,PLAN NO. 12817(SS 11-003) m N BIDDER: r (Contractor Name) L) TOTAL BID SCHEDULE NO. 1: $ (FIGURES) c 0 C 0 (WORDS) 3 'a m t a TOTAL BID SCHEDULE NO.2: $ (FIGURES) c d E 0 (WORDS) a D r 3 TOTAL BID SCHEDULE No.3: $ (FIGURES) (WORDS) v d c m TOTAL BID SCHEDULE No.4: $ (FIGURES) 0 d z (WORDS) 9 C d 9 TOTAL BID SCHEDULE No.5: $ (FIGURES) °¢ r 4 (WORDS) c m E s GRAND TOTAL BID*$ _(FIGURES) a (WORDS) *Grand Total Bid is equal to the total of Bid Schedule No.1,plus Bid Schedule No.2,plus Bid Schedule No.3, plus Bid Schedule No.4,plus Bid Schedule No.5. Page 22 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) Packet Pg..371 BID NOTES: The unit price must be written in words and also shown in figures, for all work items. All blank spaces appearing above must be filled in. In case of discrepancy in Bid Amounts, "UNIT" prices shall govern over extended amounts,and"WORDS"shall govern over"UNIT"figures. CITY reserves the right to award a Contract to the lowest responsible bidder for the GRAND TOTAL BID(the combined total of Bid Schedule No. 1, plus Bid Schedule No. 2, plus Bid Schedule No. 3, plus Bid Schedule No. 4,plus Bid Schedule No. 5). Submitted bids must include complete bid amounts for each bid item of each d Bid Schedule to be considered valid bids. T The total bid price for the entire Contract work shall include the cost of labor, materials, equipment, parts, implements,supplies, and all applicable sales taxes and fees necessary to complete the Project,as based on the City Engineer's estimate of quantities of work. a c 0 The total price must be extended for each item of work and the total of all items inserted in the space provided. o Bidders shall complete and submit entire BID DOCUMENTS section as their Bid to the CITY. Failure to do so will result in the Bid being non-responsive. � t Any situation not specifically provided for will be determined at the discretion of the City of San Bernardino (CITY), and that discretion will be exercised in the manner deemed by the CITY to best protect the public interest in the prompt and economical completion of the work. The decision of the CITY respecting the E amount of a Bid,or the existence or treatment of an irregularity in a Bid,shall be final. > a v BIDDER declares that this Bid is based upon careful examination of the work site, Bid and Contract 3 Documents. 4 Estimated quantities are for the purpose of comparison only, and payments will be made on a basis of actual measurement of work completed except for Lump Sum(LS)and Final(F)pay quantities. a d c Codes: Units of Measurement: 6 N d L (F) Final Pay Quantity EA Each O (S) Specialty Bid Item LS Lump Sum i (D) Deletable Work Item SF Square Foot E SY Square Yard o c ELT Extra Long Ton i LF Linear Feet a TN Ton a M (D) Deletable work item; only to be incorporated in the work as provided via written direction from the Engineer. E (S) Specialty Bid Item—are bid items that are considered part of the total base bid but are not considered part of the 5 Contractor's obligation to perform at least fifty percent(50 1/o)of the work as specified in Section 2-3.2,"Additional a Responsibility,"of the Standard Specifications. [� (F)Final Pay Quantity-are bid items as described in Section 6-1.07 of these Special Provisions. Page 23 of 23;Addendum No.One:Bid Schedule to Pavement Rehabilitation on Five City Streets(March 14,2012) PacketPg, 372 Table No. 1 Polymer Asphalt Surface Sealer for use with Scrub Seal--Requirements Test on Emulsion Method Specification ul d Viscosity 77 (SFS) ASTM D244 50- 350 d Residue,w%,minimum. ASTM D244 67 'o T H ASTM E70 2.0-5.0 u Sieve,w%,max. ASTM D244 0.1 Oil distillate,w%, max. ASTM D244 0,5 a c 0 Test on Residue c Viscosity 140°F, ,maximum. ASTM D2171 3000 Penetration 39.2°F,minimum. ASTM D5 40 Elastic Recovery on residue by distillation, °/n,minimum. AASHTO T59,T301 (l,2) 60 E d m Test on Latex: a Specific Gravity ASTM 1475 1.08- 1.15 m Tensile strength,die C dumbbell, psi,minimum ASTM D412 ) 500 3t Swelling in rejuvenating agent, %maximum; 48 hours exposure @ ASTM D471t 40% 104°F Modified intact film v Test on re'uvenatin a ent: m c m .y Flash point,COC , OF ASTM D92 > 380 Hot Mix Recycling Agent Classification ASTM D4552 See Section II z° E 3 v c m v v Q N v M c m E r U N Q V Attachments to Addendum No.One Plans and Special Provisions Nos.12801,12807,12808.12809&12817 March 14,2012 (Attachme Packet Pg.373 '. MAIN LINE EXISTING RCP EXISTING RC BOX STORM DRAIN STORM DRAIN I � F E CLASS C MORTAR ^W °a LA? 45' 4" 100 mm) ^q y _T U d PLAN LL 4" 700 m 0 c CHIP PIPE TO SURFACE OF C CONCRETE AND ROUND EDGES CONC = PIPE o t +�/ c Y CONIC E PIPE L m UNDISTURBED �, E I SUPPORT PIPE ACROSS OD d EARTH "� (TRENCH 14) CONCRETE m BACKFILL 4)SEENINOTE 3 MINIMUM BEARING 3 SURFACE = OD/2 Q n v SECTION B—B SECTION C—C CASE 1 d PLAIN CONCRETE PIPE o D = 24" (600 mm) MAX p 4" 100 mm MIN Z z EE CONIUIIIONS SUIT °o v ° CLASS C MORTAR n v / Q r QEx �NQ r N C B" (200 mm) MAX E SADDLE SADDLE PLAN SECTION CASE 2 Q SADDLE CONNECTION STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PRG11111.O�lFD BY l E PIPE CONNECTIONS TO STANDARD PLAN "` 335-2 �. EXISTING STORM DRAINS im,s USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION Packet Pg.374- 5.I.c 1 R. MAIN LINE EXISTING RC BOX STORM DRAIN EXISTING RCP STORM DRAIN LA? 45' 3a y I e � 1 1 E 4' �^' FF CLASS C MORTAR E (100 mm) U S v LL a PLAN `o 0 CSP OR RCP °• RCP ry It 1 c E 1 £ > RCP T. a a CSP OR RCP UNDISTURBED EARTH CORRUGATED STEEL Q BAND CONNECTOR SUPPORT PIPE ACROSS TRENCH (CS BAND CONNECTOR NOT NEEDED FOR RCP)WITH 450-C-2000 C-14) CONCRETE zoos o ONCR CETE BACKFILL. SEE NOTE 3 BURN OR CUT PIPE TO d SURFACE OF CONCRETE C AND ROUND EDGES OF RCP .y d SECTION E—E o 0 F�OPTIONAL Z RE�ANGULAR COLLAR E I I 9 O� D DIAMETER OF CSP MIN GAGE Q 15' 375 mm - 21' (525 mm) 16 OD MINIMUM BEARING 24' (600 mm) 14 v 9SURFACE = OD/2 SECTION F—F v CASE 3 E RCP OR CSP z D = 24' (600 mm) MAX Q STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN PIPE CONNEC-nONS TO 335-2 EXIS11NG STORM DRAINS .?�SkeKPg;37g . S.Lc-`r. NOTES CASE 1 AND CASE 3 1. OUTSIDE DIAMETER OF THE CONNECTOR PIPE SHALL NOT BE GREATER THAN 1/2 THE INSIDE DIAMETER OF THE RCP MAIN LINE. 2. INSIDE DIAMETER D OF THE CONNECTOR PIPE SHALL NOT BE GREATER rn THAN 24" (600 mm). U 3. THE MINIMUM OPENING INTO THE EXISTING STORM DRAIN SHALL BE THE OUTSIDE DIAMETER OF THE CONNECTING PIPE PLUS 1" (30 mm). u THE CONCRETE BACKFILL SUPPORTING THE CONNECTING PIPE MAY BE o OMITTED IF THE PIPE IS LAID ON UNDISTURBED EARTH TO STORM DRAIN 0 WALL. ° 4. ALL CSP AND FITTINGS SHALL BE GALVANIZED. BAND CONNECTORS MAY = BE 2 GAGES LIGHTER THAN THE PIPE, BUT WITH A MINIMUM GAGE OF 16. m THEY SHALL BE CONNECTED AT THE ENDS BY ANGLES HAVING MINIMUM v DIMENSIONS OF 2°x2°x3/16" (50 mm x 50 mm x 5 mm) AND 5 1/2" (140 mm) BOLTS. 5. WHEN JOINING A RCP CONNECTOR PIPE TO A CSP CONNECTOR PIPE, THE 0 INSIDE DIAMETER D OF THE CSP SHALL BE AT LEAST EQUAL TO BUT a NOT MORE THAN 3" (75 mm) GREATER THAN THAT OF THE RCP. .° 6. CONNECTOR PIPES SHALL BE NOT MORE THAN 5' (1.5 m) ABOVE THE INVERT. 3 7. CONNECTOR PIPES SHALL ENTER MAIN LINE RCP RADIALLY. n B. WHEN CONNECTING TO A RCB, SPPWC 333 SHALL BE USED IF � THE TOP OF THE CONNECTOR PIPE IS LESS THAN 12" (300 mm) BELOW THE SOFFIT OF THE RCB OR THE FLOW LINE OF THE PIPE IS LESS y THAN 13" (330 mm) ABOVE THE FLOOR OF THE RCB AT THE INSIDE FACE. c rn .y CASE 2 c O 9. SADDLE CONNECTIONS SHALL BE USED WHEN CONNECTING TO PIPES 21" ° (525 mm) OR LESS IN DIAMETER WITHOUT THE USE OF JUNCTION STRUCTURES E E OR PRECAST Y BRANCHES. v' 10. TRIM OR CUT SADDLE TO FIT SNUGLY OVER THE OUTSIDE OF THE MAIN m PIPE SO ITS AXIS WILL BE ON THE LINE AND GRADE OF THE CONNECTING PIPE. ¢ N 11. THE OPENING INTO THE PIPE SHALL BE CUT AND TRIMMED TO FIT THE SADDLE SO THAT NO PART WILL PROJECT WITHIN THE BORE OF THE SADDLE PIPE. "> 12. THE CONNECTOR PIPE SHALL BE SUPPORTED AS SHOWN IN CASE 1 AND v CASE 3. E r u m STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN PIPE CONNECTIONS TO 335-2 EXIS11NG STORM DRAINS Packet 09. 376 ACCT NOs. 258-160-5504-7909-0025 129-160-55047925-0025 129-160-55047927-0025 135-160-55047903-0025 N d CITY OF SAN BERNARDINO 2 STATE OF CALIFORNIA T m LL BID AND CONTRACT DOCUMENTS O c O PLANS AND SPECIAL PROVISIONS FOR r< PAVEMENT REHABILITATION ON FIVE CITY STREETS £ d "K" STREET, FROM OAK STREET TO RIALTO AVENUE PLAN NO. 12801 ( SS 11-011 ); 3 EVANS STREET,FROM WESTERN AVENUE TO MT. VERNON AVENUE a PLAN NO. 12807 (SS 12-017); 15TH STREET,FROM WESTERN AVENUE TO MT.VERNON AVENUE PLAN NO. 12808 ( SS 12-016 ); MAGNOLIA AVENUE,FROM WESTERN AVENUE TO MT. VERNON AVENUE Z PLAN NO. 12809 (SS 12-005); and ° MEDICAL CENTER DRIVE, FROM HOME STREET TO 16TH STREET a PLAN NO. 12817 ( SS 11-003 ) LO Z 2 0 F- ix DEPARTMENT OF PUBLIC WORKS a CITY OF SAN 13ERNARDINO ro FEBRUARY,2012 0 0 BIDS WILL BE RECEIVED UP TO THE HOUR OF 2:00 P.M. 0 on MARCH 20,2012 N_ a N c d E L U N PacketPg.377 DESCRIPTION OF THE COMPONENTS OF THESE PLANS AND SPECIAL PROVISIONS m N The "Bid and Contract Documents" for this project consists of three (3)Parts as follows: U at PART I - Administration c 0 C PART II — Special Provisions ° The above two (2)parts are bound together in one (1) manual titled "Bid and Contract Documents" t d PART III — PLANS, One (1) separately bound set d DRAWING NOS. 12801, 12807, 12808, 12809& 12817 - SHEETS 1 -9 a a n 3 a n ro n N © Z l] H Q tl: H N Z_ a a a r m 0 0 r 0 0 m N a PAVEMENT REHABILITATION ON FIVE CITY STREETS:"K" STREET,FROM OAK STREET TO c' RIALTO AVENUE,PLAN NO. 12801 ( SS 11-011 );EVANS STREET,FROM WESTERN AVENUE TO v MT.VERNON AVENUE,PLAN NO. 12807(SS 12-017); 15TH STREET,FROM WESTERN AVENUE TO MT. E VERNON AVENUE,PLAN NO. 12808(SS 12-016);MAGNOLIA AVENUE,FROM WESTERN AVENUE TO m o MT.VERNON AVENUE,PLAN NO. 12809(SS 12-005);and MEDICAL CENTER DRIVE,FROM HOME STREET TO 16TH STREET,PLAN NO. 12817(SS 11-003) Contents for Bid and Contract Documents CITY OF SAN BERNARDINO ° PacketPg:378`` 5.I.d TABLE OF CONTENTS PART I ADMINISTRATION cn U v NOTICE INVITING SEALED BIDS c 0 BID DOCUMENTS a BID FORM B-I BID SCHEDULE No. 1 B-2 r BID SCHEDULE No.2 B-8 BID SCHEDULE No.3 B-11 BID SCHEDULE No.4 B-14 BID SCHEDULE No.5 B-18 > SUMMARY OF BID SCHEDULES B-22 a BIDDER'S INFORMATION AND SIGNATURE C-1 ACKNOWLEDGEMENT OF ADDENDUMS C-2 a SPECIAL NOTICE C-3 DESIGNATION OF SUBCONTRACTORS C-4 BIDDER SELF PERFORMANCE VERIFICATION FORM C-5 WORKERS'COMPENSATION INSURANCE CERTIFICATION C-6 R N NON-COLLUSION AFFIDAVIT C-7 FORM OF BID BOND C-g Z MBEIWBE INFORMATION - GOOD FAITH EFFORTS C-9 REFERENCES FOR WORK C-12 w PRE-QUALIFICATION C-13 w Z { PART H a SPECIAL PROVISIONS s a INSTRUCTIONS TO BIDDERS a r SECTION 1 - SPECIFICATIONS AND PLANS SP-1 oa SECTION 2 - BID REQUIREMENTS AND CONDITIONS SP-5 SECTION 3 - AWARD AND EXECUTION OF CONTRACT SP-11 0 SECTION 4 - CONSTRUCTION SCHEDULE&COMMENCEMENT OF o WORK,TIME OF COMPLETION&LIQUIDATED DAMAGES SP-13 { SECTION 5 - LEGAL REQUIREMENTS SP-16 � SECTION 6 - GENERAL SP-23 0, SECTION 7 - UTILITIES SP-34 SECTION 8 - DESCRIPTION OF WORK SP-38 ! SECTION 9 - TRAFFIC CONTROL SP43 t SECTION 10 - MOBILIZATION SP-50 SECTION 11-A - CLEARING AND GRUBBING SP-53 a j O SECTION 11-B - REMOVE TREE SP-55 SECTION 12 UNCLASSIFIED EXCAVATION SP-56 SECTION 13-A-UNCLASSIFIED FILL SP-59 e't'Pg:379 I 5.Ld SECTION 13-B- FULL DEPTH RECLAMATION(MEDICAL CENTER DRIVE) SP-61 SECTION 14-A- ASPHALT CONCRETE SP-65 ® SECTION 14-B- POLYMER MODIFIED ASPHALT SURFACE SEALER(SCRUB SEAL) SP-70 SECTION 14-C- MICRO-GRIND EXISTING ASPHALT AND CONCRETE SURFACES SP-79 SECTION 15 - UNTREATED BASE(PATCHING AND FLATWORK) SP-81 SECTION 16-A - PORTLAND CEMENT CONCRETE SP-82 y SECTION 16-B - COMPOSITE PAVEMENT SECTION REPLACEMENT SP-87 r SECTION 17 COLD MILLING SP-91 v SECTION 18 - THROUGH SECTION 19 BLANK SP-93 > SECTION 20 - THERMOPLASTIC TRAFFIC STRIPING, PAVEMENT MARKING AND RAISED PAVEMENT MARKERS,REFLECTORIZED SP-94 0 SECTION 21 - THROUGH SECTION 22 BLANK SP-96 4 SECTION 23 - ROADSIDE SIGNS AND POSTS SP-97 SECTION 24 - INDUCTION LOOP DETECTOR SP-98 SECTION 25 - ADJUSTMENT OF WATER FACILITIES SP-102 d SECTION 26 - REINFORCED CONCRETE PIPE SP-105 SECTION 27 - CONCRETE STRUCTURES SP-108 v SECTION 28 - BLANK SP-112 SECTION 29 - SHORING OF EXCAVATION SP-113 a SECTION 30 - THROUGH 42 SP-115 P SECTION 43 - SLURRY SEAL SP-116 a SECTION 44 - THROUGH 45 BLANK SP-122 SECTION 46 - ADJUST UTILITY FRAME AND COVER TO GRADE SP-123 SECTION 47 THROUGH SECTION 49 BLANK SP-124 SECTION 50 - REMOVAL&RESTORATION OF EXISTING IMPROVEMENTS © EXCEPT STREET PAVEMENT SP-125 SECTION SI - CONSTRUCTION INFORMATION SIGN SP-127 0 SECTION 52 THROUGH SECTION 62 BLANK SP-129 F r N_ z APPENDIX o 1 ¢ SCRUB SEAL TRAILER EXHIBIT r CONSTRUCTION INFORMATION SIGN MOCKUP a STATE OF CALIFORNIA, DEPARTMENT OF INDUSTRIAL RELATIONS APPRENTICESHIP PROGRAM FOR PUBLIC WORKS CONSTRUCTION c CITY STANDARD PLANS 1 ° STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLANS $ CALTRANS STANDARD PLANS y a � CALIFORNIA MUTCD STANDARDS E z u a © PROJECT LOCATION SURVEY DOCUMENTS a � CONTRACT AGREEMENT 3 3 PacketPg. 380 N d d N T PART I LL C i O C j ADMINISTRATION n m S C d E d m a a `m 3 Q n m r O QF K N_ Z_ O Q h LL' Q n. r 06 m 0 0 n" 0 0 m N IL N Z; E E r u m x t Q Packet Pg. 381 .La Engineer's Estimate(Range Only):$500,000 to$750.000 V NOTICE INVITING SEALED BIDS V " d d CITY OF SAN--�YB--ERNARDINO Owner T U d NOTICE IS HEREBY GIVEN that the City of San Bernardino (CITY)will receive bids for: 2 0 0 PAVEMENT REHABILITATION ON FIVE CITY STREETS `s " STREET, FROM OAK STREET TO RIALTO AVENUE R K" z PLAN NO. 12801 ( SS 11-011 ); EVANS STREET,FROM WESTERN AVENUE TO MT.VERNON AVENUE PLAN NO. 12807( SS 12-017); 15r"STREET,FROM WESTERN AVENUE TO MT.VERNON AVENUE a PLAN NO. 12808 ( SS 12-016); a MAGNOLIA AVENUE,FROM WESTERN AVENUE TO MT. VERNON AVENUE a PLAN NO. 12809 (SS 12-005); and MEDICAL CENTER DRIVE,FROM HOME STREET TO 16TH STREET PLAN NO. 12817 ( SS 11-003 ) N ® in accordance with Special Provision Nos. 12801, 12807, 12808, 12809 & 12817 in file in the if Office of the City Engineer, Department of Public Works, Third Floor, San Bernardino City Hall. Plans and Specifications may be obtained from the City Engineer's Office, Third floor, City Hall, z 300 N. "D" Street, San Bernardino, CA 92418, upon a non-refundable payment of $15.00 for each c set if picked up in person. Upon request, the Plans and Special Provisions may be mailed for an a additional charge of$10.00 per set. r a Electronic copy of the above documents are available upon request by contacting the City a Engineer's Office and by providing a firm name, physical address, contact person, phone number and fax number for inclusion on the CITY's List of Plan Holders. It shall be the responsibility of o those receiving electronic versions of the Plans and Special Provisions to provide the above listed o information and confirmation of receipt of any issued addendum to the City Engineer's Office a minimum of one (1) business day prior to the scheduled day of the Bid Opening. Only those listed b on the CITY's "LIST OF PLAN HOLDERS" and providing confirmation of any issued addendum shall be eligible to submit bids for this project. N C Deliver all bids to the City Engineer's Office, Third Floor, City Hall, 300 North "D" Street, San E Bernardino, Califomia, with the bidder's name and address, the specification title and number and (^ "SEALED BID "clearly marked on the outside of the envelope. a Said bids will be received up to the hour of 2:00 p.m., on, Tuesday, March 20. 2012, at which time all of said bids will be publicly opened, and examined and declared in the City Engineer's Q Conference Room, Third Floor, City Hall. Ul d No bid will be received unless it is made on a bid form furnished by the CITY with the unit prices written in words and also shown in figures for each item, and with the total of each item and total of ; all items extended and inserted in the spaces provided. LL The Contractor shall possess a Class "A" License or Appropriate Specialty License(s) at the g time the Contract is awarded. The prime Contractor shall perform, with its own forces, Contract o work amounting to at least 50 % of the Contract price. A bidder's Self Performance Verification Form is required herein, and is provided in the Bid Documents in Part I of these Special Provisions. 2 m All bids shall be signed, sealed and accompanied by cash, cashier's check, certified check or bid bond made payable to the City of San Bernardino, in the amount of ten percent (10%) of the bid. E' Such cash, check or bond shall be given as a guarantee that the bidder will enter into the contract if jawarded to him. In the event the bidder refuses to execute said contract, the use by the public of the improvements will be delayed, and the public will suffer great damage. From the nature of the case, 3 it would be extremely difficult and impractical to fix said amount of damages. Therefore, the CITY a and the bidder agree that the above sum of ten percent shall be paid to the CITY upon the condition above set forth as liquidated damages and not as a forfeiture. All bonds furnished pursuant to this notice must be underwritten by a surety company having a if I © rating in Best's most recent Insurance Guide of"A" or better. Bonds must be issued by a surety who is listed in the latest version of U. S. Department of Treasury Circular 570 and is authorized to issue bonds in the State of California. The Form of Bid Bond is contained in the Bid Documents in Part I w of the Special Provision. Notarization of the signatures of both the Principal and the Surety and the Power of Attorney of the signing Surety shall accompany this form. °a l - The Contractor may substitute securities for any monies withheld by the Agency to ensure a performance under the contract as provided for in Section 10263 and Section 22300 of the a California Public Contract Code. ro A Non-mandatory Pre-Bid Meeting will be held on Thursday , March 8, 2012 at 2:00 p.m., in the office of the City Engineer, Public Works Department, Third Floor, City Hall, 300 North "D" Street, San Bernardino, California. This meeting is to provide information, to answer questions, to C inform bidders of MBEs/WBEs subcontracting and material supply opportunities, and to make the N prime Contractor aware of the CITY's outreach program as it relates to minority hiring and a. participation. Bidder's attendance at this meeting is recommended, but the prime may certify that they are familiar with the program and attendance is not required. Attendance and/or certification may be used as part of the good faith effort. R Certified minority (MBE/WBE) subcontractors and material suppliers for the San Bernardino area a located in Caltrans District 8 are listed on the California Unified Certification Program (UCP) DBE PacketPg.383'. Directory and can be obtained by accessing the directory on the California Department of Transportation DBE website at hUp.1Avww.dotcagov1hq1bep wder. © Pursuant to law, the Mayor and the Common Council of the City of San Bernardino, by Resolution 4 No. 90-358 and any and all amendments thereto which are hereby referred to and made a part thereof by references as fully as though set at length herein, have ascertained and determined the ; general prevailing rate per diem wages, and of per diem wages for legal holidays and overtime work for each craft or type work of workman needed in the execution of contracts under jurisdiction of LL said Mayor and Common Council. c c 0 Said prevailing rates of wages shall conform to Section 1773 of the California Labor Code. The general prevailing wage rates in the county in which the work is to be done have been determined t by the Director of the California Department of Industrial Relations. These wages are available from the California Department of Industrial Relations' Internet web site at d hop✓Amw.ifircagov/dirdatabases.htnd. General prevailing wage rates, in effect ten (10) days d prior to the actual Bid Opening, which have been predetermined and are on file with the California a Department of Industrial Relations are also referenced and made a part thereof. a 3 a It shall be mandatory upon the Contractor to whom the Contract is awarded and upon any sub- contractor under him to pay not less than specified rates to all laborers, workmen, and mechanics o employed by them in the execution of the contract, and to prevent discrimination in the employment © of persons because of race, creed, color, or national origin, as set forth in the provisions of Resolution No. 7414 of the Mayor and Common Council of the City of San Bernardino. o This Project is subject to requirements for the employment of apprentices registered with the California Department of Industrial Relations, Division of Apprenticeship Standards. Additional z information can be obtained at http://www.dir.ca.gov/DAS/PublicWorksForms.htm. o a The City of San Bernardino reserves the right to waive any informalities or inconsequential deviations from Contract specifications, or to reject any and all bids. a No bidder may withdraw his bid within 45 working days from the date of the bid opening. The CITY reserves the right to take all bids under advisement for a period of 90 days. o C6 c Specific questions regarding this Project should be submitted in writing to the City Engineer's o Office as follows: 0 w N City Engineer's Office y Third Floor San Bernardino City Hall E 300 North "D" Street San Bernardino, CA 92418-0001 a SUBJECT: PAVEMENT REHABILITATION ON FIVE CITY STREETS: ("K"STREET,FROM OAK © STREET TO RIALTO AVENUE,PLAN NO. 12801 (SS 11-011); EVANS STREET,FROM WESTERN AVENUE TO MT.VERNON AVENUE,PLAN NO. 12807(SS 12-017); 15T I STREET,FROM WESTERN R AVENUE TO MT.VERNON AVENUE,PLAN NO. 12808(SS 12-016); MAGNOLIA AVENUE,FROM d WESTERN AVENUE TO MT.VERNON AVENUE,PLAN NO. 12809(SS 12-005);and MEDICAL N CENTER DRIVE,FROM HOME STREET TO 16T"STREET,PLAN NO. 12817(SS 11-003)) v Attention: Ted Rigoni "> Tel: (909) 384-5198; Fax: (909) 384-5190 0 E-mail: Rigoni_te @sbcity.org `o Inquiries or questions based on alleged patent ambiguity of the Plans or the Special Provisions must a be communicated as a bidder inquiry prior to the bid opening. Any such inquiries or questions, submitted after the bid opening,will not be treated as a bid protest. d E Written responses will only be provided to written questions. No written response will be A provided to verbal questions. v CITY OF SAN BERNARDINO a City Clerk © 0 0 a NOTICE TO ADVERTISE: N Z SPECIFICATION NOS. 12801.12807,12808,12809& 12817 p SHALL APPEAR IN FIRST ISSUE NOT LATER THAN a DATE 02/21/12 & 02/27/12 (FIVE WORKING DAYS BETWEEN FIRST & SECOND PUBLICATION) a n SIGNATURE DATE m 0 ro 0 r 0 0 m N IL rn c d E L U O a Packet Pg. 385 N d d f/1 _T U d BID DOCUMENTS O c O a d s d d E d d a v `m 3 n 0 n O Q� K N Z_ O H K a a n_ rn 0 06 0 0 0 m N a c d E t u d � a Packet Pg.386 '. CBID FORM V TO THE MAYOR AND COMMON COUNCIL OF 9 d THE CITY OF SAN BERNARDINO N The undersigned declares that he has carefully examined the location of the proposed work, that he has examined the Plans and read the accompanying instructions to bidders and hereby proposes to LL furnish any and all required labor, materials,transportation and service for the 0 PAVEMENT REHABILITATION ON FIVE CITY STREETS m "K" STREET, FROM OAK STREET TO RIALTO AVENUE m PLAN NO. 12801 ( SS 11-011 ); EVANS STREET,FROM WESTERN AVENUE TO MT.VERNON AVENUE E PLAN NO. 12807( SS 12-017); 15TH STREET,FROM WESTERN AVENUE TO MT. VERNON AVENUE T PLAN NO. 12808 ( SS 12-016 ); MAGNOLIA AVENUE,FROM WESTERN AVENUE TO MT.VERNON AVENUE a PLAN NO. 12809 ( SS 12-005); and MEDICAL CENTER DRIVE,FROM HOME STREET TO 16TH STREET PLAN NO. 12817( SS 11-003) r © in strict conformity with Plans and Special Provisions Nos. 12801, 12807. 1280812809 & 12817 , 3 of the Department of Public Works, City of San Bernardino and also in accordance with Standard Specifications for Public Works Construction, 2009 Edition. The undersigned proposes and agrees N if this bid is accepted, that he will contract with the City of San Bernardino, in the form of the copy 29 of the Contract annexed hereto, to provide all necessary machinery, tools, apparatus and other in means of maintenance, and to do all the work and furnish all the materials specified in the Contract, _ in the manner and time therein prescribed, and that he will take in full payment therefor the a following unit prices or lump sum prices,to-wit: a m M 0 e n" 0 0 e N a N C d E s 0 a B-1 Packet Pg. 387 PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS Q BID SCHEDULE NO. 1: v v "K" STREET, FROM OAK STREET TO RIALTO AVENUE PLAN NO. 12801 ( SS 11-011 ) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NO. OUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES o C 0 1. 1 LS MOBILIZATION,at the Lump Sum price of R Dollars m & Cents LS $ d 2. 1 LS TRAFFIC CONTROL, at the Lump Sum price E of m Dollars a & Cents LS $ ° 'm 3 3. 900 SF CONSTRUCT PCC CURB RAMP,Including Removal of Existing,per Caltrans Std. Plan A88A,at �- Dollars & Cents per SQ.FT. $ /SF $ Z 0 4. 50 LF CONSTRUCT PCC CURB AND GUTTER, Q Including Removal of Existing,per CITY Std. Plan 200,Type"B",at rn Dollars Z & Cents per LN.FT. $_/LF $ ¢ 5. 9 EA MODIFY VUSTING PCC CURB RAMP,per Caltrans Std.Plan A88A,at ¢a Dollars & Cents per EACH $ /EA $ 00 — m 0 6. 270 SF CONSTRUCT PCC ADA BYPASS,per CITY o Std.Plan 203,at Dollars ° & Cents per SQTT. $ /SF $ o N CL 7. 3 EA CONSTRUCT PCC CROSS GUTTER& m SPANDREL,Including Removal of Existing v Spandrels and Curb,per CITY Std.Plan 201, E at U Dollars A & Cents per EACH $ /EA $ ¢ B-2 S.I.d PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS Q BID SCHEDULE NO. 1 (Cont.): r iv "K" STREET, FROM OAK STREET TO RIALTO AVENUE T PLAN NO. 12801 ( SS 11-011 ) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL a NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES o C 0 8. 2 EA REMOVE TREE at Dollars a & Cents per EACH $ /EA $ z d tY c 9. 305 LF CONSTRUCT PCC GUTTER,Including Drill m E &Bond Dowel and Removal of Existing,per CITY Std.Plan 200,Type"A",at a Dollars -a & Cents per LN.FT. $ /LF $ _ 3 Q l0. 210 LF CONSTRUCT PCC CURB,Including Removal �= of Existing,per CITY Std.Plan 200,Type"A", at Dollars N O & Cents per LN.FT. $ /LF $ Z O 1 1. 1,450 SF CONSTRUCT PCC SIDEWALK,Including Removal of Existing,per CITY Std.Plan 202, y Case"B",at z Dollars & Cents per SQ.FT. $ /SF $ o Q 12. 700 SF CONSTRUCT PCC RESIDENTIAL DRIVEWAY APPROACH,Including Removal a of Existing,per CITY Std.Plan 203,at ' Dollars & Cents per SQ.FT. $ /SF $ °d ° 0 of 13. 510 SF CONSTRUCT PCC COMMERCIAL ° DRIVEWAY APPROACH,Including Removal c of Existing,per CITY Std.Plan 204,at c Dollars N & Cents per SQ.FT $ /SF $ a N 14. 1 EA CONSTRUCT PCC ALLEY INTERSECTION v APPROACH,Including Removal of Existing, E r per SPPWC Std.Plan 130-2,at � m © Dollars Q & Cents per EACH $ /EA $_ B-3 "-'Packet Pg. 389 5.I.d PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 1 (Cont.): "K" STREET, FROM OAK STREET TO RIALTO AVENUE PLAN NO. 12801 ( SS 11-011 ) v~ ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL w NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES u — m 15. 1,400 LF COLD MILL WEDGE CUT,Mam 3"Depth, o 5'wide,at c Dollars& 0 Cents per LN.FT. $ /LF $ a R L 16. 6,600 SY COLD MILL 1-%",at Dollars& Cents per SQ.YD. $ /SY $ E m a 17. 10,100 SF PAVEMENT REPAIR,Including Removal and -o Replacement of min 2-1/2"of Asphalt Concrete 3 Pavement Section at Q Dollars & Cents per SQ.FT. $ /SF $ m n 18. 3,200 SF PAVEMENT REPAIR,Including Removal and N Replacement of min 4"of Asphalt Concrete Pavement Section at Z O Dollars P: & Cents per SQ.FT. $ /SF $ _. Cn N Z 19.(D) 3,100 SF PAVEMENT REPAIR,(K Street,south of Oak 'g Street),Including Removal and Replacement of Q min 4"of Asphalt Concrete Pavement Section at Dollars — & Cents per SQ.FT. $ /SF $ Q a 20. 330 SF MICRO-GRIND EXISTING PCC SIDEWALK, AC PAVEMENT OR PCC GUTTER,at °8 Dollars& o ! Cents per SQ.FT. $ /SF $ o r 0 21. 2 EA CONSTRUCT INLET No.1,with Local c d Depression,per CITY Std.Plan Nos.403&407, co at Dollars& a Cents per EACH $ /EA c ar E 22. 1 EA CONSTRUCT INLET No.2,with Local Depression,per CITY Std.Plan Nos.404&407, ;g at Dollars& Q Cents per EACH $ /EA $ I B-4 Packet Pg. 390 PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 1 (Cont.): "K" STREET, FROM OAK STREET TO RIALTO AVENUE PLAN NO. 12801 ( SS 11-011 ) r ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL U NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES LL C O 23. 2 EA CONSTRUCT INLET,with Local Depression, a per SPPWC Std.Plan Nos.307-3&313-3,at 2 Dollars& t6 Cents per EACH $ /EA $ n m L d LY 24. 5 EA CONSTRUCT CONNECTION TO CATCH c BASIN,per CITY Std.Plan No.416,at E Dollars& Cents per EACH $_/EA $ CL 25. 2 EA CONSTRUCT CONNECTION TO CATCH BASIN,per SPPWC Std.Plan No.308-2,at " Dollars & Cents per EACH $ /EA $ _ r N Q 26. 82 LF CONSTRUCT 18"RCP,2000 D-LOAD,at_ z Dollars& O Cents per LN.FT. $ /LF $ Q lY w 27.(D) 2 EA CONSTRUCT CONCRETE COLLAR,per ? CITY Std.Plan No.412 at Dollars& Q Cents per EACH $ /EA $ a a 28. 1 EA CONSTRUCT JUNCTION STRUCTURE,per SPPWC Std.Plan No.3354,at Dollars& 08 Cents per EACH $ /EA $ c «i 0 29. 2 EA CONSTRUCT JUNCTION STRUCTURE,per o SPPWC Std.Plan No.331-3,at _ Dollars& N Cents per EACH $ /EA $_ a. N c 30. 5 EA CONSTRUCT INLET PROTECTION BAR E (Existing Basin),per CITY Std.Plan Nos.410& L 411,at m CDollars& Q Cents per EACH $ /EA C B-5 Packet Pg. 391 5.I.d PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS © BID SCHEDULE NO. 1 (Cont.): "K" STREET, FROM OAK STREET TO RIALTO AVENUE PLAN NO. 12801 ( SS 11-011 ) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL 6 NO. OUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES U v 31. 3 EA REMOVE INLET,ABANDON PIPE AND LL BRICK&MORTAR PLUG REMAINDER,at o Dollars o & Cents per EACH $ /EA $ a m 32.(D) 50 TN UNTREATED BASE(PATCHING& m FLATWORK,at C Dollars c & Cents per TON $ TFN $ E m m a 33. 7,400 Sy POLYMER MODIFIED ASPHALT SURFACE SEALER(SCRUB SEAL),GRADING B, at 3 Dollars a & Cents per SQ.YD $_/SY $ m 34. 7,700 ELT SLURRY SEAL,TYPE II,with Latex,(based on N © application rate of 1,150 SF/ELT min.to 1,350 SF/ELT max),at 0 Dollars& Cents per Q EXTRA LONG TON $/ ELT $ cn rn Z 35. 3 EA ADJUST Existing WATER VALVE COVER To Grade,at a Dollars & Cents per EACH $_/EA $ a — a 36. 65 TN CONSTRUCT ASPHALT CONCRETE PAVEMENT OVERLAY,1-1/2-,at W Dollars 0 & Cents per TON $ /TN $ 0 r 0 37. 4 EA RELOCATE SIGN AND POST,at c Dollars CO N & Cents per EACH $_/EA $ a U) c 38.(S) 5 EA REPLACE EXISTING TRAFFIC INDUCTIVE E LOOP DETECTOR,complete in place,at u Dollars m & Cents per EACH $_J EA $ Q B-6 Packet Pg. 392.. 5.I.d PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 1 (Cont.): d d "K" STREET, FROM OAK STREET TO RIALTO AVENUE u, PLAN NO. 12801 ( SS 11-011 ) d ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL LL NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES o C 0 39.(S) 1 LS THERMOPLASTIC TRAFFIC STRIPING AND RAISED PAVEMENT MARKERS, a REFLECTORIZED,per CALTRANS Std. Plans z A20A,A24C,A24D&A24E, at the Lump Sum price of Dollars d & Cents. LS $ E m a 40.(S) I LS NPDES REQUIREMENTS,INCLUDING SWPPP,per Section 6-1.03 of these Special 4 Provisions,at the Lump Sum price of .. Dollars & Cents. LS S r m n N O 41.(S) 2 EA CONSTRUCTION INFORMATION SIGN,at z Dollars � & Cents per EACH $_/EA $ Q K 1- rn z 0 TOTAL BID SCHEDULE NO. FIGURES O S (FIGURES) a 0_ r (WORDS) 0 a 0 n` 0 0 m N 0. rn m E z U N O a B-7 Packet Pg. 393 PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 2: d d EVANS STREET,FROM WESTERN AVENUE TO MT. VERNON AVENUE y T PLAN NO. 12807 ( SS 12-017) v ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL LL NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES o C 0 1. 1 LS MOBILIZATION, at the Lump Sum price of n Dollars m s & Cents LS $ v tr 0 2. 1 LS TRAFFIC CONTROL, at the Lump Sum price E of > Dollars a & Cents LS $ a m 3 3. 110 SF CONSTRUCT PCC CURB RAMP,Including Removal of Existing Sidewalk,per Caltrans Std. Plan A88A,at Dollars © & Cents per SQ.FT. $ /SF $ z O 4. 1 EA CONSTRUCT PORTION OF PCC CROSS < GUTTER&Spandrel,Including Removal of N Existing Spandrel and Curb,per CITY Std.Plan z 201,at Dollars o & Cents per EACH $_/EA $ Q 5. 12 IF CONSTRUCT PCC CURB AND GUTTER Q a Including Removal of Existing,per CITY Std. Plan 200,Type•B",at Dollars 0 & Cents per LN.FT. $/ LF $ c ro 0 r" 0 6. 2 EA MODIFY EXISTING PCC CURB RAMP,per Caltrans Std.Plan A88A,at ° m Dollars & Cents per EACH $1 EA $ y B-8 F E U A © a Packet Pg. 394 PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 2 (Cont.): d d EVANS STREET,FROM WESTERN AVENUE TO MT.VERNON AVENUE y T PLAN NO. 12807 (SS 12-017) d ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL > w NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES o C 0 7. 20 LF CONSTRUCT PCC CURB,Including Removal :°• of Existing,per CITY Std.Plan 200,Type"A", a at L Dollars & Cents per LN.FT. $ /LF $ c v E 0 8. 2,700 LF COLD MILL WEDGE CUT,MAX 1"depth, 'm 5'wide,at a Dollars v m & Cents per LN.FT. $/ LF $ Q n 9. 2,500 SF PAVEMENT REPAIR,Including Removal and w Replacement of Minimum 2'/0"of Asphalt r Concrete Pavement Section,at a © Dollars & Cents per SQ.FT. $ /SF $ Z O F Q 10.(S) 5,200 Sy POLYMER MODIFIED ASPHALT SURFACE N SEALER(SCRUB SEAL),GRADING B, at D Dollars Q & Cents per SQ.YD. $/ SY $ I1. 300 TN CONSTRUCT ASPHALT CONCRETE Q a PAVEMENT OVERLAY,1",at Dollars & Cents per TON $_rIN rn 0 co 0 12. 4 EA ADJUST Existing WATER VALVE COVER To Grade,at ° Dollars c & Cents per EACH $_/EA $ _ N a N 13.(D) 10 TN UNTREATED BASE(PATCHING& FLATWORK,at E Dollars r & Cents per TON $_/TFN $ 0 { B-9 a ii ] Packet Pg. 395 I S.I.d PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS © BID SCHEDULE NO. 2, (Cont.): v v EVANS STREET,FROM WESTERN AVENUE TO MT.VERNON AVENUE N T PLAN NO. 12807(SS 12-017) d ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL LL NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES 0 c 0 14.(S) 1 LS THERMOPLASTIC TRAFFIC STRIPING E AND RAISED PAVEMENT MARKERS, REFLECTORIZED,per CALTRANS Std.Plans w A24D&A24E, at the Lump Sum price of c Dollars & Cents. LS $ R a 15.(S) 1 LS NPDES REQUIREMENTS,INCLUDING 3 SWPPP,per Section 6-1.03 of these Special ¢ Provisions,at the Lump Sum price of Dollars & Cents. $_/LS $ tO r N Q 16.(S) 1 EA CONSTRUCTION INFORMATION SIGN,at z Dollars 0 P: & Cents per EACH $ EA $ h T Z 0 TOTAL BID SCHEDULE NO. 2: $ (FIGURES) a a r (WORDS) 0 ro 0 r` 0 0 m N a to c E E z U R © B-10 ¢ Packet Pg. 396 PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS �j BID SCHEDULE NO. 3: d d 15TH STREET,FROM WESTERN AVENUE TO MT.VERNON AVENUE PLAN NO. 12808 ( SS 12-016) v ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL iI NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES o 0 1. 1 LS MOBILIZATION, at the Lump Sum price of n Dollars r & Cents LS $ m K c m 2. 1 LS TRAFFIC CONTROL, at the Lump Sum price m of > M Dollars a. & Cents LS $ O m 3 Q 3. 340 SF CONSTRUCT PCC CURB RAMP,Including Removal of Existing Sidewalk,per Caltrans Std. Plan A88A.at Dollars ? & Cents per SQ.FT. $ /SF $ © z O 4. 1 EA CONSTRUCT PCC CROSS GUTTER AND SPANDREL,Including Removal of Existing Spandrels,Cross Gutter and Curb,per CITY ur Std.Plan 201,at Z Dollars 0 & Cents per EACH $ /EA S Q tr 5. 172 LF CONSTRUCT PCC CURB AND GUTTER, Q n. Including Removal of Existing,per CITY Std. Plan 200,Type B,at Dollars al & Cents per LN.FT. $_/LF $ c co 0 6. 1 EA MODIFY EXISTING PCC CURB RAMP,per ^ 0 Caltrans Std.Plan A88A,at Dollars °m & Cents per EACH $_/EA $ a 7. 80 SF CONSTRUCT PCC SIDEWALK,Including Removal of Existing,per CITY Std.Plan 202, E Case°B°,at v Dollars & Cents per SQ.FT $ SF S Q qua/ B-11 Packet Pg. 397 s.l.d PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS O BID SCHEDULE NO. 3 (Cont.): y d 1571 STREET,FROM WESTERN AVENUE TO MT.VERNON AVENUE PLAN NO. 12808 ( SS 12-016) T U ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES a c 0 C O 8. 200 SF CONSTRUCT PCC RESIDENTIAL m DRIVEWAY APPROACH,Including Removal of Existing,per CITY Std.Plan 203,at m Dollars t & Cents per SQ.FT. $ /SF $ c d E 9. 3,000 LF COLD MILL WEDGE CUT,Max.I"depth, 9 wide,at a Dollars& o Cents per LN FT. $ /LF $ a 10. 15 SF MICRO-GRIND EXISTING PCC SIDEWALK, AC PAVEMENT OR PCC GUTTER, at © Dollars T. Cents per SQ.FT. $ /SF $ z O a 11. 5,600 SF PAVEMENT REPAIR,Including Removal and Replacement of min 2-1/2"of Asphalt Concrete rn Pavement Section,at ? Dollars o & Cents per SQ.FT. $ /SF $ _ a r 12. 450 SF PAVEMENT REPAIR,Including Removal and a Replacement of min 4"of Asphalt Concrete Pavement Section,at Dollars y & Cents per SQ.FT. $ /SF $ o 0 13.(S) 4,000 SY POLYMER MODIFIED ASPHALT SURFACE c SEALER(SCRUB SEAL),GRADING B, at 0 Dollars & Cents per SQ.YD. $ /SY S a rn c v 14. 240 TN CONSTRUCT ASPHALT CONCRETE E PAVEMENT OVERLAY,1",at © Dollars & Cents per TON $_/TN $ a B-12 PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 3 (Cont.): d d 15TH STREET,FROM WESTERN AVENUE TO MT.VERNON AVENUE PLAN NO. 12808 (SS 12-016) v ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL LL NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES o c 0 15. 15 EA ADJUST EXISTING WATER VALVE ;? COVER TO GRADE,at = Dollars m & Cents per EACH $ /EA $ w c v 16.(D) 10 TN UNTREATED BASE(PATCHING& E, FLATWORK,at Dollars n. & Cents per TON $ /TN $ "a `m 3 Q 17.(S) 1 LS THERMOPLASTIC TRAFFIC STRIPING, AND RAISED PAVEMENT MARKERS, REFLECTORIZED,per CALTRANS Std. Plans -- A24D&A24E,at the Lump Sum price of Dollars & Cents LS $ _ Z O _— F it Q 18.(S) 1 LS NPDES REQUIREMENTS,INCLUDING SWPPP,per Section 6-1.03 of these Special N Provisions,at the Lump Sum price of z Dollars & Cents. LS $ Q 19.(S) 1 EA CONSTRUCTION INFORMATION SIGN,at G a Dollars & Cents per EACH $/ EA $ m 0 ro 0 r 0 TOTAL BID SCHEDULE NO. 3: $ (FIGURES) N a (WORDS) d E r U N Q B-13 PacketPg: 399 S.I.d PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 4: d d MAGNOLIA AVENUE,FROM WESTERN AVENUE TO MT.VERNON AVENUE y T PLAN NO. 12809 ( SS 12-005) d ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL a NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES o C 0 1. 1 LS MOBILIZATION, at the Lump Sum price of n Dollars m s & - Cents L8 $ � c m 2. 1 LS TRAFFIC CONTROL, at the Lump Sum price E of ' a Dollars a & Cents LS 1; m 3 Q 3. 500 SF CONSTRUCT PCC CURB RAMP,Including Removal of Existing Sidewalk,per Caltrans Std. Plan A88A,at j Dollars & Cents per SQ.FT. $ /SF $ V z O 4. 3 EA CONSTRUCT PCC CROSS GUTTER and ~ SPANDREL,Including Removal of Existing � 1 Spandrels and Curb,per CITY Std.Plan 201,at T j Dollars Z & Cents per EACH $ /EA S o Q 5. 24 LF CONSTRUCT PCC CURB,Including Removal of Existing,per CITY Std.Plan 200,Type"A", a at Dollars & Cents per LN.FT. $_/LF S a1 i m o 6. 60 LF CONSTRUCT PCC CURB AND GUTTER, ° Including Removal of Existing,per CITY Std. o Plan 200,Type"B",at Dollars N & Cents per LN.FT. $ /LF $ a f� N f 7. 590 SF CONSTRUCT PCC SIDEWALK,Including y 3 Removal of Existing,per CITY Std.Plan 202, E Case"B",at © Dollars & Cents per SQ.FT. $ /SF S Q B-14 i 1 PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 4 (Cont.): d d MAGNOLIA AVENUE,FROM WESTERN AVENUE TO MT. VERNON AVENUE U) T PLAN NO. 12809 ( SS 12-005) d ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL a NO. OUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES o C 0 8. 560 SF CONSTRUCT PCC RESIDENTIAL :°• DRIVEWAY APPROACH,Including Removal n of Existing,per CITY Std.Plan 203, z at m iDollars & Cents per SQ.FT. $ /SF $ E E m a 9. 2 EA MODIFY EXISTING PCC CURB RAMP,per -0 Caltrans Std.Plan A88A,at 3 Dollars Q & Cents per EACH $_/EA $ _ m 10.(S) 6,600 SF MICRO-GRIND EXISTING PCC SIDEWALK,AC PAVEMENT OR PCC w © GUTTER,at Dollars z O & Cents per SQ.FT. $ /SF $ Q 11. 630 SY COLD MILLING,1-1/2-,at D z Dollars & Cents per SQ.YD. $ /SY $ Q 12. 2,800 SF PAVEMENT REPAIR,Including Removal and Q Replacement or min 2-1/2"of Asphalt Concrete n. Pavement Section,at ' Dollars .r- & Cents per SQ.FT. $ /SF S °S M 0 13. 900 SF PAVEMENT REPAIR,Including Removal and Replacement of rain 4"of Asphalt Concrete o Pavement Section,at _ Dollars o m & Cents per SQ.FT. $ /SF S a U3 14. 980 SF COMPOSITE PAVEMENT SECTION y REPLACEMENT,Including Removal and E r Replacement of Existing AC Over PCC � © Pavement Section,at " Dollars Q & Cents per SQ.FT. $ /SF S B-15 S.I.d PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 4 (CONT): w MAGNOLIA AVENUE,FROM WESTERN AVENUE TO MT.VERNON AVENUE PLAN NO. 12809 (SS 12-005) N _a ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL U v NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS w FIGURES IN FIGURES .u>-- c 0 15. 55 TN CONSTRUCT ASPHALT CONCRETE o PAVEMENT OVERLAY,1-1/2",at m Dollars & Cents per TON $_/TN $ L d 16.(S) 4,200 SY POLYMER MODIFIED ASPHALT SURFACE SEALER(SCRUB SEAL),GRADING B, at E Dollars a & Cents per SQ.YD. $ /SY $ 'n m 3 Q 17. 32 ELT SLURRY SEAL,TYPE H,with Latex,(based on application rate of 1,150 SF/ELT min.to 1,350 SF/ELT max),at -- Dollars r & Cents per Q EXTRA LONG TON $_/ELT $ Z O F 18. 7 EA ADJUST EXISTING WATER VALVE COVER TO GRADE,at y Dollars z & Cents per EACH $ /EA $ a Q 19.(D) 30 TN UNTREATED BASE(PATCHING& FLATWORK,at Q Dollars a & Cents per TON $ /TN $ r_ 00 ° 20.(S) I LS THERMOPLASTIC TRAFFIC STRIPING, ° AND RAISED PAVEMENT MARKERS, o REFLECTORIZED,per CALTRANS Std.Plans o A24D&A24E, at the Lump Sum price of Dollars & Cents LS $ a 21.(S) 1 LS NPDES REQUIREMENTS,INCLUDING SWPPP,per Section 6-1.03 of these Special E Provisions,at the Lump Sum price of Dollars 0 © & Cents. LS $ Q B-16 Packet Pg:402 5.I.d PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 4 (CONT): w MAGNOLIA AVENUE,FROM WESTERN AVENUE TO MT.VERNON AVENUE PLAN NO. 12809 (SS 12-005) ; LL ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL o NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES o 22.(S) I EA CONSTRUCTION INFORMATION SIGN,at s Dollars & Cents per EACH $1 EA $ m E d m a v `m TOTAL BID SCHEDULE NO. 4: $ (FIGURES) a n (WORDS) r N_ c Z v o H Q LY N _N Z_ O a E- lY a a r as rn 0 ro 0 n` 0 0 ro N a w a E r V R B-17 a S.Ld PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS BID SCHEDULE NO. 5: d d MEDICAL CENTER DRIVE,FROM HOME STREET TO 16TH STREET u T PLAN NO. 12817 (SS 11-003) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL a NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES o C 0 I. 1 LS MOBILIZATION,at the Lump Sum price of a Dollars @ & Cents LS $ s of c v 2. 1 LS TRAFFIC CONTROL, at the Lump Sum price E of > m Dollars a & Cents LS $ O `m 3 Q 3. 250 SF CONSTRUCT PCC SIDEWALK,Including Removal of Existing,per CITY Std.Plan 202, Case`B°,at Dollars © & Cents per SQ.FT. $ /SF $ z 0 4. 9 EA CONSTRUCT PCC CROSS GUTTER Q SPANDREL,Including Removal of Existing Spandrels and Curb,per CITY Std.Plan 201,at _N Dollars Z & Cents per EACH $_/EA S o 5. 230 LF CONSTRUCT PCC CURB AND GUTTER,and Remove Existing,per CITY Std.Plan 200,Type Qa B,at Dollars & Cents per LN.FT. $_/LF $ m m 0 3 ° 6. 18 EA MODIFY EXISTING PCC CURB RAMP,per ° Caltrans Std.Plan A88A,at o Dollars & Cents per EACH $ /EA $ °mom a 7. 2 EA CONSTRUCT PCC BUS PAD,per SPPWC Std. Plan 131-2 at 3 Dollars E E & Cents per EACH $ /EA $ B-18 a Packe[Pg.404 sJ.d PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS © BID SCHEDULE NO. 5 (CONT): MEDICAL CENTER DRIVE,FROM HOME STREET TO 16TH STREET PLAN NO. 12817( SS 11-003 ) U ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NO. OUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES a c 0 C 8. 15 SF MICRO-GRIND EXISTING PCC SIDEWALK, AC PAVEMENT OR PCC GUTTER,at :°• Dollars & Cents per SQ.FT $ /SF $ .Rc d I � c 9. 110 SF CONSTRUCT PCC RESIDENTIAL. DRIVEWAY APPROACH,Including Removal E E of Existing,per CITY Std.Plan 203,at n Dollars °' & Cents per SQ.FT. $ /SF $ 3 10. 250 SF CONSTRUCT PCC COMMERCIAL DRIVEWAY APPROACH,Including Removal of Existing,per CITY Std.Plan 204,at Dollars O & Cents per SQ.FT $ /SF $ _ z O 1 1. 220 SF CONSTRUCT PCC ADA BYPASS,per CITY Q Std.Plan 203,at Dollars to & Cents per SQ.FT. $ /SF $ ? ' o 12. 28,800 SF REMOVE AND SALVAGE EXISTING ASPHALT CONCRETE PAVEMENT,5", at ¢ Dollars a & Cents per SQ.FT. $ /SF $ ae ° 0 13. 660 SF REMOVE PORTLAND CEMENT 06 CONCRETE PAVEMENT,(MEDICAL ° CENTER DRIVE),at 0 Dollars & Cents per SQ.FT. $ /SF $ N a. 14.(S) 3,200 SY FULL DEPTH RECLAMATION(MEDICAL w CENTER DRIVE),Including Pulverize to 12" � m Depth,Regrade to 7"Below Grade,Export Surplus E Material,Cement Treat Rough Grade Material at © 6%,Compact,Cure,and Microcrack at :°• Dollars ¢ & Cents per SQ.YD. $/ SY $ B-19 Packet Pg.405 i 1 i j PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS i ("1 BID SCHEDULE NO. 5 (CONT): N �✓ MEDICAL CENTER DRIVE,FROM HOME STREET TO 16TH STREET PLAN NO. 12817 (SS 11-003 ) 6) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL v NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES 2 C O 15. 4,300 SF PAVEMENT REPAIR,Including Removal and C Replacement of min 4"of Asphalt Concrete 2 Pavement Section,at M Dollars a & Cents per SQ.FT $ /SF $ L d 0! c 16. 1090 TN CONSTRUCT ASPHALT CONCRETE PAVEMENT,MIN.6"at E E Dollars 'm & Cents per TON $_TN $ 9 N 3 17. 100 ELT SLURRY SEAL,TYPE II,with Latex,(based on Q application rate of 1150 SF/ELT min.to 1350 SF/ELT max),at tO Dollars & Cents per ® EXTRA LONG TON $_/ELT $ z O 18. 9 EA ADJUST EXISTING WATER VALVE Q COVER TO GRADE,at ~- Dollars T) & Cents per EACH $ /EA $ z a 19.(D) 30 TN UNTREATED BASE(PATCHING& r FLATWORK,at Dollars a & Cents per TON $ /TN $ r, at♦ m 20.(S) 1 LS THERMOPLASTIC TRAFFIC STRIPING, °ro AND RAISED PAVEMENT MARKERS, o REFLECTORIZED,per CALTRANS Std.Plans c A20A,A20B,A201),A24A,A24D&A24E, at the Lump Sum price of Dollars & Cents LS $ a rn c 21.(S) 12 EA REPLACE EXISTING TRAFFIC INDUCTIVE E LOOP DETECTOR complete in place,at_ r U Dollars & Cents per EACH $ /EA $ Q B-20 Packet Pg.406 S.Ld PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS © BID SCHEDULE NO. 5 (CONT): H MEDICAL CENTER DRIVE,FROM HOME STREET TO 16TH STREET PLAN NO. 12817( SS 11-003 ) a ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL U NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES LL C O 22.(S) 10 EA INSTALL NEW TRAFFIC INDUCTIVE LOOP C DETECTOR,complete in place,at_ .@ Dollars — & Cents per EACH $ /EA $ a m r m 23.(S) I LS NPDES REQUIREMENTS,INCLUDING SWPPP,per Section 6-1.03 of these Special E Provisions,at the Lump Sum price of Dollars m a & Cents. LS $ -o w 3 a 24.(S) 2 EA CONSTRUCTION INFORMATION SIGN,at n Dollars & Cents per EACH $/ EA $ N © Z i= h a lY H TOTAL BID SCHEDULE NO. 5: $ (FIGURES) 0 a (R ORDS) a a W m 0 cd 0 r 0 0 m N a N c d E z U m © a B-21 '' Packet Pg:407 SUMMARY OF BID SCHEDULES O PLANS AND SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809& 12817; PAVEMENT REHABILITATION ON FIVE CITY STREETS: "K" STREET,FROM OAK STREET TO RIALTO AVENUE,PLAN NO, 12801 ( SS 11-011 ); m EVANS STREET,FROM WESTERN AVE TO MT.VERNON AVE,PLAN NO. 12807 (SS 12-017); rn 15"{STREET,FROM WESTERN AVE TO MT. VERNON AVE,PLAN NO. 12808 (SS 12-016); Z MAGNOLIA AVE,FROM WESTERN AVE TO MT.VERNON AVE,PLAN NO. 12809(SS 12-005); v and MEDICAL CENTER DRIVE,FROM HOME ST TO 16T" ST,PLAN NO. 12817 (SS 11-003 ) i LL C BIDDER: 0 (Contractor Name) TOTAL BID SCHEDULE NO. 1: $ (FIGURES) m L y (WORDS) E a n a TOTAL BID SCHEDULE NO.2: $ (FIGURES) a m 3 a (WORDS) r TOTAL BID SCHEDULE No.3: $ (FIGURES) 0 F- (WORDS) D Z TOTAL BID SCHEDULE No.4: $ (FIGURES) o a (WORDS) C a r TOTAL BID SCHEDULE No.5: $ (FIGURES) �a m 0 0 (WORDS) c 0 m GRAND TOTAL BID*$ (FIGURES) a f/7 C (WORDS) E t U *Grand Total Bid is equal to the total of Bid Schedule No. 1,plus Bid Schedule No.2,plus Bid Schedule No.3, c plus Bid Schedule No.4,plus Bid Schedule No.5. B-22 PacketPg.408 BID NOTES: The unit price must be written in words and also shown in figures, for all work items. All blank spaces © appearing above must be filled in. In case of discrepancy in Bid Amounts, "UNIT"prices shall govern over extended amounts,and"WORDS"shall govern over"UNIT"figures. CITY reserves the right to award a Contract to the lowest responsible bidder for the GRAND TOTAL BID(the T combined total of Bid Schedule No. 1,plus Bid Schedule No. 2, plus Bid Schedule No. 3,plus Bid Schedule u No. 4,plus Bid Schedule No. 5). Submitted bids must include complete bid amounts for each bid item of each > Bid Schedule to be considered valid bids. c 0 The total bid price for the entire Contract work shall include the cost of labor, materials, equipment, parts, o implements, supplies, and all applicable sales taxes and fees necessary to complete the Project,as based on the Y City Engineer's estimate of quantities of work. L d The total price must be extended for each item of work and the total of all items inserted in the space provided. Bidders shall complete and submit entire BID DOCUMENTS section as their Bid to the CITY. Failure to do so will result in the Bid being non-responsive. E m Any situation not specifically provided for will be determined at the discretion of the City of San Bernardino v (CITY), and that discretion will be exercised in the manner deemed by the CITY to best protect the public 3 interest in the prompt and economical completion of the work. The decision of the CITY respecting the amount of a Bid,or the existence or treatment of an irregularity in a Bid,shall be final. BIDDER declares that this Bid is based upon careful examination of the work site, Bid and Contract ® Documents. z Estimated quantities are for the purpose of comparison only, and payments will be made on a basis of actual measurement of work completed except for Lump Sum(LS)and Final(F)pay quantities. N Codes: Units of Measurement: z 0 (F) Final Pay Quantity EA Each a (S) Specialty Bid Item LS Lump Sum F (D) Deletable Work Item SF Square Foot a SY Square Yard a ELT Extra Long Ton LF Linear Feet oa TN Ton o 0 a n (D) Deletable work item; only to be incorporated in the work as provided via written direction from the ° Engineer. (S)Specialty Bid Item—are bid items that are considered part of the total base bid but are not considered part of the Contractor's obligation to perform at least fifty percent(50%)of the work as specified in Section 2-3.2,"Additional w Responsibility,"of the Standard Specifications. c u E (F)Final Pay Quantity-are bid items as described in Section 6-1.07 of these Special Provisions. O B-23 a Packet Pg.409 BIDDER'S INFORMATION AND SIGNATURE: I It is the understanding of the undersigned that the work hereinabove described shall be commenced within Ten 10 working days from the date of the "Notice to Proceed", and shall be completed within Seventy (70) Working Days from the date of said notice,as directed in SECTION 4 of these Special Provisions.. m N The undersigned further agrees that in case of default in executing the Contract, or furnishing necessary D bonds, all within the specified time, the proceeds of the Bidder's Guaranty accompanying this Bid shall be paid to v m the City of San Bernardino as liquidated damages. LL C Licensed in accordance with an act providing for the registration of Contractor, c 0 LICENSE EXPB2ATION R NO.: CLASSIFICATION: DATE: n M z w FIRM NAME: c m BUSINESS ADDRESS: E d a a BUSINESS PHONE: FAX: CELL: a If an individual, so state. If a firm or co-partnership, give the names of all individuals, co-partners n composing the firm. If a corporation,give the names of the president,secretary,treasurer and manager thereof: r ® Is Bidder currently a certified DBE? Yes ❑ No ❑ Legal Status of Firm 0 O NAMES ADDRESS(ES) of of D Z_ C) O Q s — F f K j a SIGNATURE OF BIDDER: Dated: 20 i 06 m 0 1 � o � r o 1 � $ N a N c m E i U U R � Q Q C-1 PacketPg.410 i BIDDER'S FIRM NAME (� ACKNOWLEDGEMENT OF ADDENDUMS �✓ PLANS & SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809 &12817 m N Addenda issued during the time of bidding shall become a part of the documents furnished to 5 illf all bidders for the preparation of bids, shall be covered in the bids, and shall be made a part of the > Contract. Each Bid shall include specific acknowledgement in the space provided of receipt of all 1 Addenda issued during the bidding period. Failure to so acknowledge Addenda may result in the c Bid being rejected as not responsive. n m L m BIDDER'S INITIALED ACKNOWLEDGEMENT OF ADDENDUMS: d E d ADDENDUM NO. 1 DATE: a v ADDENDUM NO.2 DATE: ; a ADDENDUM NO.3 DATE: e ADDENDUM NO.4 DATE: N ® 0 F F U) Z_ f D Q f R' a a n 06 rn 0 ro 0 n" 0 0 m N a fn c m E L U N O C_2 a PacketPg:417 }tcm ****************************************************************** SPECIAL NOTICE d The bidder's attention is directed to the Section entitled, "Required Listing of Proposed q y Subcontractors", in Section 2 of these Special Provisions regarding the requirement that proposed subcontractors be listed in the bidder's Bid Documents. Instead of listing only subcontractors for U d signal and lighting work as in the past, all subcontractors are now to be listed in the Designation of LL Sub-Contractors for items of work or portions thereof to be subco ntracted in excess of one-half of go j one percent of the total bid or$10,000.00, whichever is greater. o In the case where a bidder claims an inadvertent clerical error in listing sub-contractors, a r notice of the claim must be submitted to the Office of the City Engineer in writing within 2 working days after the time of the bid opening and send copies of the notice to the subcontractors involved. E W The bidder shall provide the actual dollar "Sub-Contract Amount" as submitted by each a listed sub-contractor, keeping in mind that the prime contractor for this project is required to provide j or perform, with his own organization, Contract work amounting to at least 501/6 of the total contract a I bid price. Material required for any of the Contract work of this Project that is purchased directly by the prime Contractor is considered as included in the prime Contractor's 50% requirement. If material purchased directly by the prime Contractor is to be used by a listed sub-contractor in C performing Contract work, the dollar amount of such purchased material should not be included in J C the dollar amount listed for said sub-contractor. o a Subsection 2-3.2, "Self Performance," of the Standard Specifications, shall be revised as follows: z 0 If the Bid submitted by the Contractor fails to meet at least fifty (50) percent of the amount a of work required with its own forces, the Bid will be considered non-responsive and rejected with no further consideration. If after execution of the Agreement the CITY discovers the Contractor is a performing work amounting to less than fifty (50 percent) of the Contracted amount, except for "Specialty Items," the Contractor will be notified that he or she is in violation of the Contract and will have that portion subcontracted for which is less than fifty percent(50%) of the amount of work o required to be performed by the Contractor deducted from payment to the Contractor. The g deduction shall not exceed fifty percent (50%) of the Contracted amount required to be performed o by the Contractor. The Contractor will not be penalized by the CITY resulting from Contract o Change Orders that increase subcontract items of work. a i y Subcontracts shall include provisions that the Contract between the CITY and the Contractor is part of the subcontract. Subcontracts shall also contain certification by the subcontractor that said E subcontractor is experienced in, qualified to do, and knowledgeable about, the subcontracted work. ! G Copies of subcontracts shall be available to the Engineer at the time any litigation against the CITY concerning the Project is filed. C-3 Packet Pg.412 BIDDER'S FIRM NAME C DESIGNATION OF SUB-CONTRACTORS PLANS & SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809 &12817 N T In compliance with the provisions of Section 4100-4114 of the Public Contract Code of the State of California and any amendments thereof,each bidder shall set forth the name and location of each subcontractor who will perform work or labor or render service to the Contractor. LL c 0 Name&Address Agency&No.of Sub-Contractor's c Under Which MBE/WBECERT. Phone#, Sub-Contract Work to Be .2 Licensed (If Applicable) License#&Class Amount Performed: n r i $ E > i m a v 2. $ — a n N 3 $ z O of Q U) U) Z_ 4. _ � Q H K Q a 5. m 0 ro 0 r 0 6. ° ° a O v E L U IF ADDITIONAL SPACE IS REQUIRED,PLEASE DUPLICATE THIS SHEET =° �) DO NOT WRITE ON THE BACK Q C-4 Packet Pg.413 i 5.Ld BIDDER'S FIRM NAME BIDDER SELF-PERFORMANCE VERIFICATION FORM d PLANS & SPECUL PROVISIONS NOS. 12801, 12807, 12808, 12809 &12817 (To be completed and submitted with Prime Contractor's Bid documents) a This form is intended to assist the Bidder in verifying its compliance with Subsection 2-3, d "Subcontracts," of the Standard Specifications and these Special Provisions. C 0 (1) Total Dollar($) amount of the Work to be performed by Subcontractors: $ o .2 (2) Specialty Items (to be performed by Subcontractors): r v Item No. $ d Item No. $ £ Item No. $ a a Item No. $ a Item No. $ Item No. $ N Q Item No. $ z 0 Item No. $ r Subtotal: $ 0 a (3) Net subcontracted amount $ = r (Line 1- Line 2): a a (4) Contract Price (Grand Total from the Schedule of Prices): $ m ° C6 (5) Contract Price less Specialty Items to be performed by subcontractors: (Line 4- Line 2) $ ° 0 N (6) Percentage to be self-performed([Line 5 —Line 3]/Line 5 X 100): a (by Prime Contractor) If Line 6 is less than 50%, the amount of work to be self-performed by the Prime Contractor is not © in conformance with Subsection 2-3, "Subcontracts," of the Standard Specifications and these a Special Provisions. C-5 Packet Pg.474 S.Ld WORKERS' COMPENSATION INSURANCE CERTIFICATION d N � T I am aware of the provisions of Section 3700 of the Labor Code requiring U LL every employer to be insured against liability for workers' compensation or to C 0 undertake self-insurance in accordance with provisions of that code, and I will M comply with such provisions before commencing the performance of the work of this Contract. £ d I a v `m 3 Contractor: a NAME OF FIRM: r BY: Z `✓ O F- TITLE: < DATE: 0 a r a a r_ 06 rn 0 C6 0 0 0 rn N a y c m E L U N a Packet Pg.415 sa.a (This affidavit shall be executed by all bidders at the time of bid submittal. Failure to execute the affidavit on this page will result in rejection of bid.) Q NON-COLLUSION AFFIDAVIT m To the Department of Public Works,City of San Bernardino, State of California: m N T The undersigned in submitting a bid for performing the following work by Contract, being duly sworn, deposes and 1 j says: LL That he or she is of the party making the foregoing bid,that the bid is not made in the interest of or on behalf o of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is o genuine and not collusive or sham;that the bidder has not directly or indirectly induced or solicited any other ;g bidder to put in a false or sham bid, and has not directly or indirectly colluded,conspired,connived,or agreed m with any bidder or anyone else to put in a sham bid,or that anyone shall refrain from bidding;communication, or conference with anyone to fix any overhead,profit, or cost element of the bid price, or of that of any other z bidder, or to secure any advantage against the public body awarding the Contract on anyone interested in the m proposed Contract;or take any action in restraint of free competitive bidding in connection with such Contract; m that all statements contained in the bid are true; and further, that the bidder has not directly or indirectly, a submitted his or her bid price or any breakdown thereof,or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or 3 agent thereof to effectuate a collusive or sham bid. R r Firm Name Z 0 Signature of Bidder ~ r- N 2 Printed Name and Title 0 z a Business Address r, ae m Place of Residence ° 0 Subscribed and sworn to(or affirmed)before me this day of 20 the above proved to me on the basis of satisfactory evidence to be the person who appeared before me. c ° N Signed a Notary Public in and for the County of " c v State of California. r U N © My Commission expires on Year Q C-7 PacketPg.416 FORM OF BID BOND KNOW ALL MEN BY THESE PRESENTS,that we,the undersigned, Oas Principal,and m m as Surely, are hereby and rn firmly bound unto the City of San Bernardino State of California, hereinafter referred to as"Obligee"in the penal sum of ten percent 1( 0% ) of the total amount of the bid of the Principal submitted to the Obligee for the work described m below, for the payment of which sum we hereby jointly and severally bind ourselves, our heirs, executors, administrators, a successors and assigns. c THE CONDITION OF THIS OBLIGATION IS SUCH, THAT: o WHEREAS, the Principal has submitted to Obligee,a certain Bid,attached hereto and hereby made a part hereof to enter into a contract in writing,for the z m o! a E (Copy here the exact title description of work, including location, as it appears on the Bid and Contract Document) o_ for which bids are to be opened on v (Insert date ofopening) 3 NOW, THEREFORE, n a. If said Bid shall be rejected,or in the alternate, b. If said Bid shall be accepted and the Principal shall execute a contract in the Form of contract attached hereto(properly completed in accordance with said Bid) N and shall famish a bond for his faithful performance of said contract, ; and shall in all other respects perform the agreement created by the acceptance of said Bid, O r ¢ then this obligation shall be void;otherwise,the same shall remain in force and effect•,it being expressly understood and agreed F that the liability of the Surety for any and all claims hereunder shall,in no event,exceed the penal amount of this obligation as w herein stated. Z The Surety,for value received,hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no way ¢ impaired or affected by any extension of the time within which the Obligee may accept such Bid;and said Surety does hereby waive notice of any such extension. a a Signed, this day of , 20 r IN WITNESS WHEREOF, the Principal and the Surety have hereunto set then hands and seals, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the c day and year first mentioned. o (SEAL) (SEAL) o Principal Surety o m N By: By: a Signature Signature N c d E Printed Name and Title Printed Name and Title m NOTE:Notarization of Principal and Surety signatures and Power of Attorney of the Surety shall accompany this form. C-8 Packet Pg.417 BIDDER'S FIRM NAME MBE/WBE INFORMATION-GOOD FAITH EFFORTS PLANS & SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809 & 12817 d d The City of San Bernardino has established a Minority Business Enterprise (MBE) Goal of 15% and a Women Business in Enterprise (WBE) Goal of 5% for this Project. The information provided herein shows that adequate good faith efforts were : made. a LL A. The names and dates of each publication in which a request for MBEIWBE participation for this Project was e placed by the bidder(please attach copies of advertisements or proofs of publication): c 0 Publications Dates of Advertisement n m r m c m E d m a v B. The names and dates of written notices sent to certified MBEs/WBEs soliciting bids for this Project and the dates and methods used for following up initial solicitations to determine with certainty whether the a MBEs/WBEs were interested (please attach copies of solicitations, telephone records, fax confirmations, n etc.): Names of MBE/WBE Initial Solicitation Follow Up Methods N © Solicited Dates and Dates z 0 P a V) V) Z 0 ro a a r W C. The items of work which the bidder made available to MBE/WBE firms, including,where appropriate, any m breaking down of the Contract work items(including those items normally performed by the bidder with its own forces) into economically feasible units to facilitate MBE/WBE participation. It is the bidder's responsibility to demonstrate that sufficient work to facilitate MBE/WBE participation was made available to ro MBE/WBE firms. 0 m N Items of Work Breakdown of Items a y c v E L U m © a C-9 PacketPg.418 S.Ld © D. The names,addresses and phone numbers of rejected MBE/WBE firms,the reasons for the bidder's rejection of the MBE/WBE, and the firms selected for that work (please attach copies of quotes from the firms involved): w i T Firms Rejected m i LL C O i C i 'n m L v E E v > Firms Selected a v `m 3 n m r N a O 0 ¢ tr F N E. Efforts made to assist interested MBE/WBEs in obtaining bonding,lines of credit or insurance, and ? any technical assistance or information related to the Plans, Special Provisions and requirements for the work which was provided to MBE/WBEs: rr a a a! m 0 06 0 n 0 0 ro N a. N C d E L U © C-10 ¢ Packet Pg,419 1111 F. Efforts made to assist interested MBE/WBEs in obtaining necessary equipment, supplies,materials © or related assistance or services, excluding supplies and equipment the MBEIWBE subcontractor purchases or leases from the prime contractor or its affiliate: a m 2 VJ U d LL C O C O d A L 01 G. The names of agencies, organizations or groups contacted to provide assistance in contacting, recruiting and using certified MBEs/WBE firms (please attach copies of requests to agencies or E organizations,and any responses received,i.e.,lists,Internet page download,etc.): a Name of Method/Date Resultso AgencylOrganization of Contact of Contact 3 a A b n (�) N V O F F U) I Z f O a H. Any additional data to support a demonstration of good faith efforts ( use additional sheets if necessary): a a r_ m 0 0 n" o 0 m � N N i d V i C-11 a Packet Pg.420 5.Ld BIDDER'S FIRM NAME v d REFERENCES FOR WORK PER BID SCHEDULES NOS. 1,2 3,4 & 5 PLANS & SPECIAL PROVISIONS NOS. 12801, 12807, 12808, 12809 & 12817 U m LL Date: C 0 0 The following are the names,addresses,and phone numbers for three public agencies for which BIDDER has performed similar work within the past two years: L d Public Agency's Contract Name,Title W Name&Address Type of Project Contract Amount Date Completed &Phone Number m E v m a `n 3 Q r N ' © 0 H Q 2. $ N 2 Q F- CL Q n. aS m 0 3. $ ro 0 0 0 m N_ n. c m E s U N Q Gi7 Packet Pg. 421 BIDDER'S FIRM NAME PRE-QUALIFICATION PLANS & SPECIAL PROVISIONS NOS. 12801. 12807. 12808. 12809& 12817 d m Contractor shall: a) have a minimum of three (3) years experience in the application of the N Polymer Modified Asphalt Surface Sealer as applied to scrub-seal; or b) have successfully completed 9 at least three (3) scrub seal projects utilizing the scrub-broom to the satisfaction of their clients. The Engineer's decision as to whether information submitted by the Contractor meets the qualifications LL above shall be final. O C O r Public Agency's Contract Name,Title a Name&Address Project Contract Amount Date Completed &Phone Number ro c 1. $ £ a � a I m i 3 � Q {{ m r ` Z 2. $ g Q tr U) rn Z 0 Q r K a 3. $ xf m 0 w 0 0 0 m N_ a N IF ADDITIONAL SPACE IS REQUIRED,PLEASE DUPLICATE THIS SHEET ^' DO NOT WRITE ON THE BACK E u A O C-13 a Packet Pg.422 N d d T PART II LL C O t SPECIAL PROVISIONS _ 'a m r d C c d E d m a v m 3 Q n sd N Z h Q C H (n Z_ O Q H O: Q a n rn 0 m 0 0 0 m N a y c d E L O m Q Packet Pg.423 N d d N _T U m APPENDIX 0 0 'a m r m K c m E d m a 9 A 3 a r r 4 Z `V/ 0 h- a F fq Z_ D a a a r of m 0 ro 0 n" 0 0 m N a N C d L U 10 a V N d cn CONSTRUCTION INFORMATION SIGN MOCKUP i LL C O 1 C O L d I � C d E v m a a Q 0 r O Z O N z cl 0 a r oa m 0 ro 0 r 0 0 m N a N c d E L i V A O ¢ Packet Pg:425 s.r.d y d W fn STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS C 0 C 0 APPRENTICESHIP PROGRAM a FOR PUBLIC WORKS CONSTRUCTION E v m a v `m 3 Q 0 r l Z Q F N Z_ Q H K Q a r_ od 0 0 od 0 r 0 0 m N a y c d E r U A Q " .ticket Pg.426 N d d N _T U d LL CITY STANDARD PLANS 0 n m L U C d E v A a v `m 3 n m r N Z O C F N Z_ Q F K Q a m 0 m 0 0 0 ao N a N C d E t U R Q Packet Pg. 427 STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION-STANDARD PLANS _r U d LL O C O I N m r v c !4 � I � a i v `m 3 a n m r N F Q F N Z_ Q F K a a o�y m 0 ro 0 r 0 0 m N a N C v E r O N x a Packet Pg.428 S.I,d m m d CALTRANS STANDARD PLANS LL C O C O i, a I r v K c m E v 0 IL a `m 3 Q n 0 r N [ j Z O Q C r N Z g 0 a z a a r_ m 0 ro 0 n" 0 0 m N o. w c v E z u m N d d CALIFORNIA MUTCD STANDARDS LL C O C O 'a m r v K c d E d m a v `n 3 n m r N Z O F Q K N Z_ O F K a r_ m a eo 0 0 0 m N a y c v E r U A Packe!Pgi 430 V y d d H _T U d PROJECT LOCATION O C O SURVEY DOCUMENTS a r d E w m a D A 3 Q r r �^ N ( Z F F N Z_ Q F D: Q a r W m 0 cd 0 r" 0 0 m N CL N C d E L V N Q �Paeket Pg=431 SURVEY MONUMENT PRESERVATION GUIDELINES CALIFORNIA LAND SURVEYORS ASSOCIATION Q & CONSULTING ENGINEERS AND LAND SURVEYORS OF CALIFORNIA w Joint Professional Practice Committee - Riverside/San Bernardino and Desert Chapters m (In Cooperation with the Riverside&San Bernardino County Surveyors Office) N v PREFACE: d The preceding public survey documents are provided from a search of records on file in the a City of San Bernardino, Office of the City Engineer. o All work is to be performed by a person or under the supervision of a person authorized to practice i_". Land Surveying(refer to Sub-section 6-1.10 "SURVEYING SERVICE"of these Special Provisions). s All new and replaced survey ties shall be by transit method s The following re ardin ublic works construction in the Public Right o W is extracted om letter om the above 0 f g g gP g f Way f fi E agencies, dated April 13, 2007 a NEW & RECONSTRUCTION PROJECTS m A. PRIOR TO CONSTRUCTION a (1.) The survey crew shall diligently search for all survey monuments of record and on the surface of the road. It is suggested(that)the search(sh)ould include the use of a metal detector. When the detector indicates the possibility of a buried survey monument,then N o digging below the surface to uncover the monument within 2"of the road surface is recommended. Z 0 (2.) The survey crew shall properly reference all found survey monuments,which may be disturbed or covered during construction,to stable surface points. N z (3.) The authorized surveyor shall properly complete a Comer Record or Record of Survey for the monuments noted in(I)tem(2.),above. Prior to the start of any construction a work,the original or a print of the Comer Record or Record of Survey shall be submitted - to the County Surveyor for review,signature and filing. a a B. AFTER CONSTRUCTION AND PRIOR TO RECORDING NOTICE OF COMPLETION ° 1. All covered and disturbed monuments shall be reset with the same or more durable type ° of monument as the original,in the surface of the construction. Key monuments shall be c a minimum 1"inside diameter iron pipe of appropriate length. o 2. A monument box or other protective structure is recommended to be placed around key N monuments(section comers,quarter section comers). a m 3. The authorized surveyor shall properly complete a Comer Record of Record of Survey for all set monuments with a change in character,including tag number,and submit it to E the County Surveyor for review,signature and filing. m ® a NOTE: Parentheses above indicate changes to original text. Packet Pg.432 w m N _T U m CONTRACT O AGREEMENT m L d C E E m m IL v `m 3 Q n 0 n N 0 r Q a' r N Z_ Q r K Q a n_ al m 0 0 r" 0 0 m N a N C d E L U m Q AGREEMENT QCITY OF SAN BERNARDINO I y THIS AGREEMENT is made and concluded this day of ,20�between the City G m of San Bernardino(owner and hereinafter"CITY"),and (hereinafter "CONTRACTOR"). `o c i 1. For and in consideration of the payments and agreements hereinafter mentioned, to be made and ° performed by the CITY, and under the conditions expressed in the bond as deposited with the CITY, receipt of which is hereby acknowledged,the CONTRACTOR agrees with the CITY,at the CONTRACTOR's own proper cost and expense in the Special Provisions to be furnished by the CITY,to famish all materials,tools and equipment and perform all the work necessary to complete in good workmanlike and substantial manner the c m PAVEMENT REHABILITATION ON FIVE CITY STREETS m + M "K" STREET,FROM OAK STREET TO RIALTO AVENUE v PLAN NO. 12801 (SS 11-011 ); ; {{{ EVANS STREET,FROM WESTERN AVENUE TO MT.VERNON AVENUE a PLAN NO. 12807(SS 12-017); 15"STREET,FROM WESTERN AVENUE TO MT.VERNON AVENUE r° PLAN NO. 12808(SS 12-016)> n O MAGNOLIA AVENUE,FROM WESTERN AVENUE TO MT.VERNON AVENUE PLAN NO. 12809(SS 12-005); and : MEDICAL CENTER DRIVE,FROM HOME STREET TO 16TH STREET PLAN NO. 12817(SS 11-003) I in strict conformity with Plans and Special Provisions Nos. 12801, 12807, 12808, 12809 & 12817, and also in z accordance with Standard Specifications for Public Works/Construction, 2009 Edition, on file in the Office of the E City Engineer, Public Works Department, City of San Bernardino, which said Plans and Special Provisions and a Standard Specifications are hereby especially referred to and by such reference made a part hereof. 2. The CONTRACTOR agrees to receive and accept the prices as set forth in the Bid Schedule as full a compensation for famishing all materials and doing all the work contemplated and embraced in this agreement;also for all loss or damage arising out of the nature of the work aforesaid or from any unforeseen difficulties or obstructions which may arise or be encountered in the prosecution of the work and for all risks of every description °o connected with the work; also for all expenses incurred by or in consequence of the suspension or discontinuance of c work, and for well and faithfully completing the work and the whole thereof, in the manner and according to the c Plans and Special Provisions,and requirements of the Engineer under them. ° 0 3. The CONTRACTOR herein covenants by and for himself or herself, his or her heirs, executors, administrators, and assigns, and all persons claiming under or through them, that there shall be no discrimination y against or segregation of, any person or group of persons on the basis of race, color, national origin, religion, sex, jmarital status, or ancestry in the performance of this contract,nor shall the CONTRACTOR or any person claiming under or through him or her,establish or permit any such practice or practices of discrimination or segregation with © reference to the selection of subcontractors, vendees, or employees in the performance of this contract. Failure by the CONTRACTOR to carry out these requirements is a material breach of this contract, which may result in the a termination of this contract or such other remedy,as recipient deems appropriate. AGREEMENT: PAVEMENT REHABILITATION ON FIVE CITY STREETS: "K"STREET,FROM OAK STREET TO RIALTO AVENUE,PLAN NO. 12801 (SS I1-011 ); EVANS STREET.FROM WESTERN AVENUE TO MT.VERNON AVENUE,PLAN NO. 12807(SS 12-017); 15 TH STREET,FROM WESTERN AVENUE TO MT.VERNON AVENUE,PLAN NO. 12808(SS 12-016); MAGNOLIA d AVENUE,FROM WESTERN AVENUE TO MT.VERNON AVENUE,PLAN NO.12809(SS 12-005); and MEDICAL CENTER DRIVE,FROM HOME STREET TO 16TH STREET,PLAN NO.12817(SS 11-003) U 4. CITY hereby promises and agrees with the said CONTRACTOR to employ, and does hereby employ the said CONTRACTOR to provide the materials and to do the work according to the terms and conditions a herein contained and referred to, for the prices aforesaid, and hereby contracts to pay the same at the time, in the o manner, and upon the conditions above set forth; and the same parties for themselves, their heirs, executors, administrators,and assigns,do hereby agree to the full performance of the covenants herein contained. 1 n 5. It is further expressly agreed by and between the parties hereto that should there be any conflict between the terms of this instrument and the bid of said CONTRACTOR, then this instrument shall control and � nothing herein shall he considered as an acceptance of said terms of said bid conflicting herewith. m E d IN WITNESS WHEREOF,the parties of these present have hereunto set their hands the year and date first a I v above written. 3 a CONTRACTOR CITY OF SAN BERNARDINO Name of Firm: N © BY: o CHARLES E.MC NEELY,City Manager a City of San Bernardino 0 BY: (n E a E TITLE: ATTEST: a MAILING ADDRESS: i a Georgeann Hanna °a City Clerk o o PHONE NO.:L) APPROVED AS TO FORM: N a ATTEST: rn c d JAMES F.PENMAN, City Attorney E u Secretary a I NOTE: Secretary of the Owner should attest. If Contractor is a corporation,Secretary should attest. Packet Pg. 435 SPECIAL PROVISIONS © INSTRUCTIONS TO BIDDERS LL C O C SECTION 1 ° 1-1 SPECIFICATIONS AND PLANS L m z d E m 1-1.01 GENERAL -- The work embodied herein shall be done in accordance with a the Standard Specifications for Public Works Construction, latest edition in effect on the first day of the advertised "Notice Inviting Sealed Bids" for this Project, and City of San Bernardino a Standard Drawings, insofar as the same apply and in accordance with the following Special Provisions. e n 1-1.02 DEFINITIONS -- Whenever in the Standard Specifications the following z terms are used,they shall be understood to mean and refer to the following: 0 enc - The City of San Bernardino, or CITY. a J Q Board - The Mayor and Common Council W for the City of San Bernardino. City Engineer - The City Engineer for the City of San Bernardino. a a Laboratory - The laboratory to be designated by " v the City of San Bernardino to test materials a and work involved in the Contract. Office of the District - Whenever, in the Standard Specifications and these Special Provisions, reference is made to the office of the District or the District's office, such references shall be deemed made to the Office of the City Engineer, Public Works Department, ° located on the 3rd floor of City Hall for the City of San Bernardino, 300 N. "D" Street, San Bernardino. a yr c m E r v m a SP-1 The mailing address for the City of San Bernardino's Public Works Department is: U d City of San Bernardino E Public Works Department ° 300 North"D" Street, 3rd Floor San Bernardino, CA 92418-0001 a m s Resident Engineer - The Resident Engineer is the City of San Bernardino's Engineer City Engineer, registered as a Civil Engineer in the State of California, or the designated representative of the City of San Bernardino's City Engineer, registered as a Civil Engineer in a the State of California. 3 a Notice Advertising for Bids - Notice Inviting Sealed Bids. Standard Specifications - Standard Specifications for Public Works Construction "Green Book'. N Z Other terms appearing in the Standard Specifications, and these Special Provisions, shall N have the intent and meaning specified in Section 1-2, "Definitions", in the Standard o Specifications. a a U W 1-1.03 STANDARD SPECIFICATIONS - The Standard Specifications for the N Agency (CITY) are contained in the most current edition of the STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, "GREEN BOOK", as a written and promulgated by the Public Works Standards, Incorporated, a mutual benefit o corporation comprised of five members representing the American Public Works Association, a and four members from the Associated General Contractors of California, the Engineering Contractors Association, the Southern California Contractors Association, and BNi Publications, 1 Incorporated. � o I 06 The Standard Specifications set forth above will control the general provisions for this Contract except as amended by the Plans, Special Provisions, or other Contract documents. ° a N Only those Sections requiring amendment or elaboration or specifying options are called a out. V' m In case of conflict between the Standard Specifications and these Special Provisions, the Special Provisions shall take precedence over and be used in lieu of such conflicting portions. a i SP-2 Packef Pg.437 1 References in these Special Provisions to "CALTRANS Standard Specifications" shall mean the Standard Specifications (MAY, 2006) of the State of California, Department of Transportation. ; LL References in these Special Provisions to Standard Plans shall mean the Standard Plans for 00 the City of San Bernardino or other governing agency as specified. Applicable Standard Plans for c this project are contained in the "Standard Drawings" section of these Special Provisions. a m L Where the Plans or Special Provisions describe portions of the work in general terms, but not in complete detail, it is understood that the item is to be famished and installed complete and d in place, that only the best general practice is to prevail and that only materials and workmanship of the first quality are to be used. Unless otherwise specified, the Contractor shall furnish all. a labor, materials, tools, equipment, and incidentals and do all the work involved in executing the A Contract. The Contractor shall meet or exceed the applicable Public Works Policies and a Procedures unless directed otherwise by these Special Provisions or as directed by the Engineer. ° The Plans and Special Provisions for this Project shall conform to the requirements of the City of San Bernardino Municipal Code and Public Works Construction Policies, the latest editions of the Standard Specifications for Public Works Construction (Green Book), the z American Concrete Institute (ACI), the current California Building Code, the current California N Plumbing Code, CALTRANS Standard Plans, CALTRANS Standard Specifications, and these o Special Provisions. a J Q Wherever reference it made to any of the standards mentioned above, the reference shall w be construed to mean the code, order or standard that is in effect on the first day of the advertised N "Notice Inviting Sealed Bids". rc a a 1-1.04 TAXES -- No mention shall be made in the proposal of Sales Tax, Use d 9 Tax, or any tax, as all amounts bid will be deemed and held to include any such taxes, which may a be applicable. r" cE 1-1.05 INTERPRETATION OF PLANS AND DOCUMENTS -- If any person contemplates submission of a Bid for the proposed Contract and is in doubt as to the true meaning of any part of the services to be performed,they may submit a written request for an interpretation ° or correction thereof. The person submitting the request will be responsible for its prompt % a delivery by 5:00 p.m. of the 5` working day prior to the day of the proposed Bid opening. a Any interpretation or correction of the proposed documents shall be made only by E Addendum duly issued and copy of such Addendum will be faxed, emailed, mailed or delivered �j to each person of record as receiving a set of such documents. The CITY will not be responsible a for any other form of explanation or interpretation of the proposed documents. SP-3 Packet Pg. 438 1-1.06 ADDENDA OR BULLETINS -- All Bidders are advised as to the O possibility of issuance of addenda affecting the items, scope or quantity of the work required for this Project. Each Bidder shall be fully responsible for informing themselves as to whether or not any such addenda have been issued. The effect of all addenda to the Contract Documents shall be LL considered in the Bid and said addenda shall be made a part of the Contract Documents and shall mo be returned with them. Failure to cover in a Bid any such addenda issued may render the Bid —° irregular and may result in its rejection by the CITY. m L m K 1-1.07 PLANS AND SPECIFICATIONS TO BE PROVIDED -- The CITY will provide the Contractor with five (5) sets of Plans and Special Provisions at no cost after the Award of Contract. The Contractor shall obtain all additional sets at its own cost. a" a 3 a r N N Z 0 M a J Q U W a N Q a 9 d 9 C N n al m 0 of 0 0 0 w N a N C m E s U Q r SP-4 Packet Pg.439 SECTION 2 2-1 BID REQUIREMENTS AND CONDITIONS "> LL C O 2-1.01 GENERAL -- Bids must submitted on the bid form contained herein. All M bids shall be signed, sealed and accompanied by cash, cashier's check or bid bond made payable to the City of San Bernardino, in the amount of ten percent (10%) of the bid. Such cash, check or t bond shall be given as a guarantee that the bidder will enter into the Contract if awarded to him. In the event the bidder, to whom the Contract is awarded, refuses to execute said Contract, and/or fails to file the necessary bonds and insurance certificate within ten (10) working days following m the date of the CITY's Notice of Award letter, the Bidder shall be considered as not fully a executing the Contract. By not executing the Contract, the use by the public of the improvements 2 will be delayed and the public will suffer great damage. From the nature of the case, it would be a extremely difficult and impractical to fix the amount of said damage. Therefore, the CITY and the bidder agree that the bid guarantee of 10% of the bid shall be paid to the CITY as liquidated damages and not as forfeiture. Bid bonds shall be underwritten by a surety company having a rating in Best's most recent Insurance Guide of"A" or better. Bonds must be issued by a surety who is listed in the latest version of U.S. Department of Treasury Circular 570 and is authorized z to issue bonds in the State of California. The Form of Bid Bond is contained in the Bid N Documents in Part I of the Special Provisions. Notarization of the signatures of the Principal and o Qthe Surety and the Power of Attorney of the signing Surety shall accompany this form. Any bid a not accompanied by such bid bond will be rejected as invalid. a U a. a 2-1.02 MINORITY AND WOMEN'S BUSINESS ENTERPRISES -- A policy for — establishing goals for participation of Minority and Women's Business Enterprises (MBE/WBE) a was adopted by Resolution No. 95-409 of the Mayor and Common Council of the City of San o Bernardino, on 11-20-95. This outreach program superseded Resolution No. 93-411 and the q Standard Operation Procedures dated January 1994. a N Bidder's outreach efforts (good faith efforts) must reach out to MBEs, WBEs and all other business enterprises. Prime bidders could reasonably be expected to produce a level of participation by interested subcontractors of 15 % MBE and 5 %WBE on this Project. Cd 0 Bidders shall make every reasonable effort to solicit bids from MBE/WBEs. 0 n A justification shall be provided to support the rejection of any bid from a minority or a women's business enterprise, certified by CALTRANS. d e © s a SP-5 PacketPg.440 2-1.03 MINORITY, WOMEN 1111111111111 ENTERPRISES AND © CITY PROCUREMENTS -- It is the policy of the City of San Bernardino to provide Minority ? Business Enterprises (MBEs), Women Business Enterprises (WBEs) and all other enterprises an equal opportunity to participate in the performance of all CITY contracts. Bidders shall assist the E CITY in implementing this policy by taking all reasonable steps to ensure that all available o business enterprises, including local MBEs and WBEs, have an equal opportunity to compete for and participate in CITY contracts. Bidders' good faith efforts to reach-out to MBEs, WBEs and s all other business enterprises shall be determined by the following factors: L (1) The bidder attended pre-solicitation or pre-bid meetings, if any, scheduled by the d CITY to inform all bidders of the requirements for the Project for which the E Contract will be awarded. The CITY may waive this requirement if the bidder a certifies it is informed as to those Project requirements. ° A 3 Q (2) The bidder identified and selected specific items of the Project for which the Contract will be awarded to be performed by sub-contractors to provide an opportunity for participation by MBEs, WBEs and other business enterprises. The bidder shall, when economically feasible, divide total Contract requirements into small portions or quantities to permit maximum participation of MBEs, WBEs and z other business enterprises. g Vl Q (3) The bidder advertised for bids from interested business enterprises not less than ten a calendar days* prior to the submission of bids, in one or more daily or weekly a newspapers, trade association publications, minority or trade oriented publications, w trade journals, or other media specified by the CITY. N (4) The bidder provided written notice of its interest in bidding on the Contract to those business enterprises, including MBEs and WBEs, having an interest in a participating in such contracts. All notices of interest shall be provided not less v than ten calendar days* prior to the date the bids were required to be submitted. In all instances, the bidder must document that invitations for sub-contracting bids were sent to available MBEs, WBEs and other business enterprises for each item of work to be performed. a° ° ° Certified minority (MBE/WBE) subcontractors and material suppliers for the San Bernardino area located in CALTRANS District 8 are listed on the California ° Unified Certification Program (CUCP) DBE Directory and can be obtained by accessing the directory on the California Department of Transportation DBE a websiteat http://www dot cagov/hq/bep/find cer6fiedhtm d E U a SP-6 Packet Pg.441 5.Le (5) The bidder documented efforts to follow up initial solicitations of interest by © contracting the business enterprises to determine with certainty whether the D enterprises were interested in performing specific portions of the Project. LL (6) The bidder provided interested enterprises with information about the Plans, 0 Special Provisions and requirements for the selected sub-contracting work. 2 (7) The bidder requested assistance from organizations that provide assistance in the s recruitment and placement of MBEs, WBEs and other business enterprises not less than fifteen days* prior to the submission of bids. E m (8) The bidder negotiated in good faith with interested MBEs, WBEs and other a business enterprises and did not unjustifiably reject as unsatisfactory bids prepared A by any enterprises, as determined by the CITY. As documentation the bidder must a submit a list of all sub-bidders for each item of work solicited, including dollar amounts of potential work for MBEs, WBEs and other business enterprises. (9) The bidder documented efforts to advise and assist interested MBEs, "Es and other business enterprises in obtaining bonds, lines of credit, or insurance required z by the CITY or Contractor. y 0 (,✓ If the CITY has established expected levels of participation for MBE and WBE sub- a contractors, failure to meet those levels shall not be a basis for disqualification of the bidder. A a determination of the adequacy of a bidders' good faith effort must be based on due consideration W of the indicia of good faith as set forth above. N In the event that the CITY is considering awarding away from the lowest bidder or not it awarding a Contract to a proposed bidder because the bidder is determined to be non-responsive a for failure to comply with the good faith indicia set forth above, the CITY shall, if requested, and d a prior to the award of the Contract, afford the bidder the opportunity to present evidence to the S Mayor and Common Council in a public hearing of the bidders' good faith efforts in making its outreach. In no case should the CITY award away pursuant to this program if the bidder makes a good faith effort but fails to meet the expected levels of participation. 0 For the purposes of this Policy, "minority" shall be synonymous with "minority person" as defined in California Public Contract Code Section 2000(f). Nothing herein restricts the ° discretion of the CITY to reject all bids in accord with Charter Sections 140 and 238 or Chapter 3.04 of the San Bernardino Municipal Code. a CO The directions set forth herein shall take effect immediately, and all CITY Departments E shall modify their implementation programs to the extent such programs are inconsistent with this policy. a SP-7 PackefPg.442 2-1.04 SUBMISSION OF MBE/WBE INFORMATION — GOOD FAITH EFFORTS - The Contractor may submit the MBE/WBE INFORMATION — GOOD FAITH EFFORTS document with the Contract Bid Documents prior to the hour of the bid opening. If 3 this document is not submitted with the Bid Documents, it must be submitted to the Public Works m Department, upon request, by 4:30 p.m. on the fourth working day following the day of the bid M opening. *In the of case short bid opening periods, proof of faxes requesting MBE, WBE `o c participation and faxed requests for assistance in recruitment of MBEs and WBEs shall suffice. °- a A r 2-1.05 REOUIRED LISTING OF PROPOSED SUBCONTRACTORS -- Each bid shall have listed therein the name and address of each subcontractor to whom the bidder d proposes to subcontract portions of the work in the amount of 1/2 of one percent of his total bid or $10,000.00, whichever is greater, in accordance with the Subletting and Subcontracting Fair a Practices Act, commencing with Section 4100 of the Public Contract Code. The bidder's A attention is invited to other provisions of said Act related to the imposition of penalties for a a failure to observe its provisions by using unauthorized subcontractors or by making unauthorized substitutions. r A sheet for listing the subcontractors, as required herein, is included in the Bid Documents, in Part I of these Special Provisions. 6 0 N 0 © 2-1.06 REQUIRED EXAMINATION OF ALL CONTRACT DOCUMENTS a A. Before submitting a Bid, each Bidder shall thoroughly examine and be w familiar with the Special Provisions, Plans, addenda, and all other Contract w Documents. The submission of a Bid shall constitute an acknowledgement — upon which the CITY may rely that the Bidder has thoroughly examined a and is familiar with all the Contract Documents. a a d D B. The failure or neglect of a Bidder to receive or examine any of the Contract Documents shall in no way relieve that Bidder from any obligation with respect to its Bid or to the Contract. No claim for additional compensation will be allowed which is based upon a lack of knowledge of the Contract Ga Documents. ° Ci 0 A C. The Bidder shall not be allowed any extra compensation by reason of any ° matter or thing, concerning that which such Bidder might have fully N informed himself prior to the bidding. a D. No Bidder shall at any time after submission of a bid make any claim or E assertion that there was any misunderstanding or lack of information regarding the nature or amount of work necessary for the satisfactory completion of the job. a SP-8 PCkOt Pg!44& S.Le 2-1.07 REQUIRED INSPECTION OF THE SITE -- T A. Bidders are required to inspect the site of the proposed work to satisfy themselves by personal examination, or by such other means as they may E prefer, of the location of the proposed work, and of the actual conditions, including subsurface of, and at, the site of the proposed work. ° B. If, during the course of examination, a Bidder finds facts or conditions that z appear to be in conflict with the letter or spirit of the bidding documents, the Bidder shall notify the Engineer immediately. E m C. Submission of a Bid by the Bidder shall constitute conclusive evidence a that, if awarded the Contract, it has relied and is relying on its own examination of the following: a 1. The site of the proposed work. 2. Access to the site. N i o 3. All other data and matter requisite to the fulfillment of the work. N 0 4. The Bidder's own knowledge of existing facilities on and in the a v vicinity of the site of the proposed work under the Contract. Q U W 5. The conditions to be encountered. 6. The character, quality, scope and complexity of the proposed work. a a 7. The quality and quantity of the materials to be furnished. n 3 8. The requirements of the Special Provisions, Plans, any Addenda, or any other Contract Documents. ro rn D. The information provided by the CITY is not intended to be a substitute for, or a supplement to, the independent verification by the Bidder to the extent such independent investigation of site conditions is deemed °- necessary or desirable by the Bidder. a N c v E OU Q SP-9 PacketPg:444 S.Le 2-1.08 DESIGN ENGINEER MAY NOT BID ON CONSTRUCTION © CONTRACT -- No engineering or architectural firm which has provided design services for a Project shall be eligible to bid on the Contract to construct the Project. The ineligible to bid include the prime contractor for design, subcontractors of portions of the design, and affiliates of E either. An affiliate is a firm which is subject to the control of the same persons, through joint 0 ownership or otherwise. a m r 2-1.09 WITHDRAWAL OF BIDS -- A bid may be withdrawn by a written request signed by the Bidder. Such requests must be delivered to the CITY'S designated official d prior to the bid opening hour stipulated in the "Notice Inviting Sealed Bids" or an amended date I and hour stipulated in a signed addenda to the Special Provisions. The withdrawal of a bid will a not prejudice the right of the Bidder to submit a new bid, providing there is time to do so. Bids u may not be withdrawn after said bid opening hour without forfeiture of the bidder's bid guarantee. a A 2-1.10 IRREGULAR BIDS -- Unauthorized conditions, limitations, or provisions 1 attached to a bid will render it irregular and may cause its rejection. The completed bid forms shall be without interlineations, alterations, or erasures. No oral, telegraphic, or telephonic bid, z j modification, or withdrawal will be considered. N 1 0 z a 1 Q U W IL I ar a IL 9 V C a r W a o o 0 i om N a N C v t a SP-10 PacketPg. 445 SECTION 3 © 3-1 AWARD AND EXECUTION OF CONTRACT LL C c C 3-1.01 GENERAL -- The award of the Contract, if it be awarded, will be to the s lowest responsible bidder whose bid complies with all the requirements prescribed. The award of the Contract will be made by the Mayor and the Common Council at a Council meeting. The s bidder, to whom the Contract is awarded, shall file with the Engineer all required bonds � and insurance policies, and execute the Contract within 10 calendar days after receiving a notification of the award. Failure to file the stipulated documents and execute the Contract E. within the prescribed time shall constitute good and sufficient grounds for rescission of the award a and payment of 10% of the bid to the CITY as liquidated damages. ° 3 a 3-1.02 AWARD OF CONTRACT -- Following a review of the bids, the CITY shall determine whether to award the Contract or to reject all bids. The award of Contract, if made, will be to the lowest responsible Bidder as determined solely by the CITY. Additionally, the CITY reserves the right to reject any or all bids, to accept any bid or portion thereof, to waive z any irregularity and to take the bids under advisement for the period of time stated in the legal N Notice Inviting Sealed Bids as may be required to provide for the best interests of the CITY. The o OContractor's original signature on the Bid Form shall constitute a commitment on the part of the a Bidder to furnish the items as set forth in the Bid Form, the Special Provisions-Instructions to a Bidders, the Plans, the Standard Specifications, the Notice Inviting Sealed Bids and Addenda, w together with any attachments. The Bidder to whom the Contract is awarded shall be notified H upon approval of the Contract by the Mayor and Common Council. The Bid Form, the Special — Provisions-Instructions to Bidders, the Plans, the Special Provisions, the Notice Inviting Sealed a Bids and Addenda, together with any attachments, shall be considered as part of the Contract a between the CITY and the Contractor to whom the Contract is awarded. In no event will an d award be made until all necessary investigations are made as to the responsibility and qualifications of the Bidder to whom the award is contemplated. ° 3-1.03 CONTRACT BONDS -- The Payment and Faithful Performance Bonds shall be filed with the Engineer before the Notice to Proceed is executed by the CITY. In accordance with Section 2-4, "CONTRACT BONDS", of the Standard Specifications, the ° Contract bonds, including Payment Bond(Material and Labor Bond) and Performance Bond shall N be underwritten by a surety company having a rating in Best's most recent Insurance Guide of a "A" or better. Bonds must be issued by a surety who is listed in the latest version of U.S. v, Department of Treasury Circular 570 and is authorized to issue bonds in the State of California. E © The Contractor shall provide to the CITY three (3) original "wet" copies of Payment and E Performance Bonds equal to 100% of the award amount of the Contract. a SP-11 PacketPg.446 I 1. a 3-1.04 DISQUALIFICATION OF BIDDERS -- In the event that any Bidder �1 acting as a prime contractor has an interest in more than one submitted bid, all such submitted :' V bids will be rejected and the Bidder will be disqualified. This restriction does not apply to subcontractors or suppliers who may submit quotations to more than one Bidder and, while doing LL so, may also submit a formal bid as a prime contractor. `o r 0 No Contract will be executed unless the Bidder is licensed in accordance with the provisions of the State Business and Professions Code. L d o: The Contractor shall fill out all documents contained in the Bid Document section, and d comply with all the requirements of the Bid Documents and specifications contained in the m Special Provisions. i T Failure of the bidder to fulfill the requirements of the Special Provisions for submittals m required to be furnished after bid opening, including but not limited to BMP/SWPPP, traffic control and detour plans or escrowed bid documents, where applicable, will delay the issue of the Notice to Proceed, and such delay will subject the bidder to a negative determination of the bidder's responsibility should the bidder choose to participate in future public works bid offerings. y z O D Q O W n. J U W a y ti K a v v 3 a N r_ of rn 0 m 0 n` 0 0 w N a U) c m n Q SP-12 PackeYP9.447 I SECTION 4 O 4-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK TIME OF COMPLETION AND LIQUIDATED DAMAGES LL C O C O 4-1.01 GENERAL -- Attention is directed to the provisions of Section 6-1, "Construction Schedule and Commencement of Work", Section 6-7.1, "Time of Completion", t Section 6-8, "Completion, Acceptance and Warranty" and of Section 6-9, "Liquidated Damages" of the Standard Specifications and these Special Provisions. d E d A a 4-1.02 PRE-CONSTRUCTION MEETING -- The Pre-Construction Meeting shall E be within 10 working days of the notification of the award of the Contract by the Mayor and a Common Council. The Contractor shall, at the time of the notification of award, inform the Construction/Survey Manager of any special circumstances or conditions that might prohibit the o Contractor from attending a Pre-Construction Meeting during this period, or from commencing work as scheduled. In respect to work performed under the Contract, Subsection 6-1, "Construction Schedule" °— of the Standard Specifications, shall be deemed revised to include as follows: o a The Contractor's representative and the Contractor's principal 1$10,000 of a work and above of the Contract work]subcontractors shall attend the City's W P re-construction meeting. Other agencies and utilities involved in this Project a � may also have separate pre-construction meetings; the Contractor and — applicable subcontractors are required to attend the agency/utility r meetings. a a d In respect to work performed under the Contract the first sentence of the first paragraph of P P � P �P Subsection 6-1, "Construction Schedule and Commencement of the Work," of the Standard Specifications, shall be deemed revised to read as follows: m The Contractor shall submit a proposed construction schedule (Gantt Chart) for the entire Work to the Engineer for review and approval five (5) working days prior to the Pre-Construction Meeting and revised schedules thereafter as ° required by the Engineer when the Contractor's activities differ or are expected to differ from the latest existing schedule. If the Contractor has not submitted a a Construction Schedule upon the date to start work in the Notice to Proceed, the Contractor will not be allowed to start work and will not be granted additional time. The Contractor shall refer to Section 8-1.01, "Description of Work," of E these Special Provisions for any required or preferred sequence of work. SP-13 Packet Pg.448 4-1.03 NOTICE TO PROCEED -- The Notice to Proceed shall not be issued all required documents have been submitted and approved by the Engineer. The Contractor shall immediately notify and obtain the approval of the Construction/Survey Manager, prior to the Pre-Construction Meeting, should special circumstances or conditions exist that might prohibit 9 the Contractor from providing all required documentation and commencing work as scheduled within 10 working days of the Pre-Construction meeting. M C 0 c Required documentation shall include the Contractor's applicable NPDES plan (for required submittal time refer to Section 6-1.03 of these Special Provisions), the proposed w Construction Schedule, Traffic Control Plan and Traffic Detour Plan (as required). The t Construction Schedule shall be supported by written statements from each supplier of materials or equipment indicating that all orders have been placed and acknowledged and setting forth the dates that each item will be delivered. The schedule shall be in the form of a tabulation, chart or m graph. a Um 3 4-1.04 WORKING DAYS -- The Contractor shall diligently prosecute the work for Bid Schedule Nos. 1, 2, 3,4 & 5 to completion before the expiration of r Seventy (70) WORKING DAYS N Z from the date of the"NOTICE TO PROCEED". w 4-1.05 PERMITS AND LICENSES -- Prior to issuance of a "Notice to Proceed", a Contractor and its subcontractors shall obtain a CITY Business Registration from the City Clerk's w Office, San Bernardino City Hall, 300 North "D" Street, 2nd Floor, San Bernardino, CA 92418. N o: 4-1.06 LIQUIDATED DAMAGES -- The Contractor shall pay to the City of San a Bernardino the sum of Seven Hundred Fifty Dollars ($750.00) per day for each calendar day's delay in finishing the work in excess of the number of working days prescribed above. a in In case all the work called for is not completed in all parts and requirements within the time specified,the CITY shall have the right to grant or deny an extension of time for completion, as may seem best to serve the interest of the CITY. The Contractor will not be assessed with ° liquidated damages during the delay in the completion of the work caused by acts of God or of the ° Public Enemy, acts of the State, fire not due to acts of Contractors or Subcontractors, epidemics, ° quarantine, restrictions, freight embargo, unusually severe weather, or delays of Subcontractors due to such causes provided that the Contractor shall, within ten (10) days from the beginning of a such delay, notify the CITY, in writing, of the cause of the delay. The CITY will ascertain the y facts and the extent of the delay, and the findings thereon shall be final and conclusive. E U SP-14 Packet Pg. 449 4-1.07 PROGRESS REPORTS AND ACCOUNTING OF CONTRAC WORKING DAYS -- The Contractor shall submit periodic Progress Reports to the Engineer by the tenth day of each month. The report shall include an updated Construction Schedule. Any O deviations from the original schedule shall be explained. Progress payments will be withheld pending receipt of any outstanding reports. Section 6-7.3, "Contract Time Accounting", of the Standard Specifications is superseded by these Special Provisions. The Engineer or designee z will make a daily determination of each working day to be charged against the Contract time. Per c ` the Contractor's written request, the Engineer will provide working and non-working days to the .s Contractor. = a L d 4-1.08 INSPECTION -- The Contractor is responsible to notify the Public Works Department's Inspection Office 48 hours prior to the start of any work. Any work performed without inspection by the CITY is subject to rejection and removal of work performed and, a" at the Contractor's expense, the work will have to be reconstructed. At the CITY's request, A and the Contractor's expense, any pipes less than 24" must be inspected by camera for joint a grouting and any other inspection. n For inspection after regular working hours, see Section 6-1.06, "HOLIDAYS, WORKING A DAYS AND HOURS", of these Special Provisions. N Z O m © O a J a U W a y o! a v m a 3 a r_ W m 0 ro 0 r 0 0 m N a N c d E u Q SP-15 S.I.e SECTION 5 O 5-1 LEGAL REQUIREMENTS U LL C O 5-1.01 INSURANCE REQUIREMENTS -- The Contractor shall procure and maintain for the duration of the Contract insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work r hereunder by the Contractor, his agents, representatives, employees or subcontractors. The Contractor shall indemnify and save harmless the City of San Bernardino, the County E of San Bernardino the State of California and/or an incorporated city from all claims or suits ' > Y rP tY a for damages arising from the prosecution of the Contract work, as more fully described in E Subsection 5-1.07, "CONTRACTOR'S LIABILITY", of these Special Provisions. a The Contractor agrees to protect, defend and indemnify the City of San Bernardino against loss, damage or expense by reason of any suit claims, demands,judgments and causes of action caused by the Contractor, its employees, agents or any subcontractor, or by any third party arising out of or in consequence of the performance of all or any operations covered by the Certificate of Insurance. The Contractor, at its option, may include such coverage under Public Liability w coverage. c © z a J a 5-1.02 LIABILITY INSURANCE -- The Contractor's attention is directed to W Section 7-3, "Liability Insurance", of the Standard Specifications, providing that the Contractor w shall furnish the CITY with a policy or certificate of liability insurance prior to execution of the — Contract. All of the Insurance Policies shall name the City of San Bernardino as an a additional insured. The endorsement shall be provided by the broker or agent of the insurance a company and shall be notarized to that effect. ACCORD Forms are not acceptable, nor forms m 9 j signed by the broker, unless they have Power of Attorney to bind the insurance provider. (See j attached sample forms.) it Contractor shall maintain minimum limits of insurance no less than: a° 1. General Liability: $1,000,000.00 per occurrence and $2,000,000.00 ° A aggregate for bodily injury, personal injury and ° property damage. Commercial General Liability N Insurance or other form with a general aggregate a limit shall apply separately to this Project/location; y d E © u z � a SP-16 2. Products/Completed Operations: $1,000,000.00 per occurrence and $2,000,000.00 aggregate; Y U 3. Automobile Liability: $1,000,000.00 per accident for bodily injury and property damage; 0 0 4. Employer's Liability: $1,000,000.00 per accident for bodily injury or illness; t d 5. Coarse of Construction: Completed value of the Project. E a m a 5-1.03 WORKERS' COMPENSATION INSURANCE -- The Contractor's E A attention is directed to Section 7-4, "Workers' Compensation Insurance", of the Standard a Specifications, providing that the Contractor shall file a signed Certificate of Workers' Compensation Insurance before execution of the Contract. n N 5-1.04 PAYMENT OF PREVAILING WAGE RATE -- The Contractor and all z subcontractors shall pay each craft or worker employed on this Project not less than the prevailing y wage rates specified in Resolution No. 90-358 of the Mayor and Common Council of the City of o OSan Bernardino. The Engineer shall have the right to interview any craft or worker on the Project a site in order to verify payment of prevailing wage rates in accordance with Resolution No. 90- a 358. Prevailing wages shall comply with current rates and all updates in effect on the date of the w first advertisement by the City Clerk of the "Notice Invitine Sealed Bids". N The Contractor shall comply with the provisions in Sections 10262 and 10262.5 of the it Public Contract Code and Section 7108.5 of the Business and Professions Code concerning prompt payment to subcontractors. a a N 5-1.05 PAYROLL RECORDS -- The Contractor's attention is directed to the following provisions of Labor Code Section 1776. The Contractor shall be responsible for the compliance with these provisions by his subcontractors. ° (a) The Contractor and all subcontractors shall keep an accurate payroll record, ° showing the name address, social security number, work classification, straight N time, and overtime hours worked each day and week, and the actual per diem a wages paid to each journeyman, apprentice, worker, or other employee employed U) by him or her in connection with public work. d E O r V Q SP-17 Packet Pg. 452 S.I.e (b) The payroll records enumerated under subdivision (a) shall be certified and shall be available for inspection at all reasonable hours at the principal office of the © Contractor on the following basis: U 1 A certified co of an employee's payroll record shall be made available for LL ( ) PY C inspection or furnished to such employee or his or her authorized G representative on request. °- (c) Each Contractor shall file a certified copy of the records enumerated in subdivision t (a) with the Engineer on a weekly basis. It will be the Contractor's responsibility to submit the records enumerated in subdivision (a) for all his subcontractors, in d addition to his own employees. Failure to submit the records enumerated in subdivision (a) on a timely basis shall constitute good and sufficient reason for a withholding the partial payments for work accomplished. m 3 Q 5-1.06 EMPLOYMENT OF APPRENTICES -- This Project is subject to the State of California Division of Apprenticeship Standards (DAS) requirements for the employment of apprentices. N 2 The Contractor's attention is directed to the provisions in the following section of the L3 California Labor Code concerning employment of apprentices on public works projects: o © 0.0. 1773.3 An awarding agency whose public works contract falls within the jurisdiction a of Section 1777.5 shall, within five days of the award, send a copy of the award to the W Division of Apprenticeship Standards. When specifically requested by a local joint N apprenticeship committee, the division shall notify the local joint apprenticeship committee regarding all such awards applicable to the joint apprenticeship committee a making the request. a a a s Additional information regarding the Contractor's options for the employment of a apprentices registered with the California Department of Industrial Relations, DAS can be obtained at http://www.dir.ca.govIDASIPublicWorksForms.him. Ga 0 Os 5-1.07 CONTRACTOR'S LIABILITY -- The City of San Bernardino, the Mayor and Common Council, the City Manager or the City Engineer shall not be answerable or ° accountable in any manner for any loss or damage that may happen to the work or any part N thereof, or for any of the materials or other things used or employed in performing the work; or a for injury to any person or persons, either workers or the public; or for damage to any person or H persons, either workers or the public; or for damage to adjoining property from any cause which E © might have been prevented by the Contractor, or his workers, or any one employed by him; against all of which injuries or damages to persons and property the Contractor, having control a over such work, must properly guard. i j SP-18 1 The Contractor shall not encroach on private property adjacent to this Project in any phase of the construction without first obtaining a signed Right of Entry document from the property :' owner and submitting this Right of Entry to the Engineer for approval, prior to any entry or Ow encroachment onto private property. LL G 0 c The Contractor shall be responsible for any injury to any person or damage to property —° resulting from any defects or obstruction occurring any time before Project completion and final acceptance, and shall indemnify and save harmless the City of San Bernardino, the Mayor and t Common Council, the City Manager or the City Engineer from all suits or actions of every name and description brought for, or on account of, any injuries or damages received or sustained by any person or persons, by the Contractor, his servants or agents, in the construction of the work or in consequence of any negligence in guarding the same,. in improper materials used in its a construction, by or on account of any act or omission of the Contractor or his agents, and so much T of the money due the Contractor under and by virtue of the Contract as shall be considered a necessary by the CITY may be retained by the CITY until disposition has been made of such suits or claims for damages aforesaid. r If, in the opinion of the Engineer, the precautions taken by the Contractor are not safe or adequate at any time during the life of the Contract,the Engineer may order the Contractor to take z further precautions, and if the Contractor shall fail to do so, the Engineer may order the work N done by others and charge the Contractor for the cost thereof, such cost to be deducted from any o Q monies due, or becoming due, the Contractor. Failure of the Engineer to order such additional a precautions, however, shall not relieve the Contractor from his full responsibility for public a safety. W IL N 5-1.08 DIFFERING SITE CONDITIONS -- During the progress of the work, if a subsurface or latent physical conditions are encountered at the site differing materially from those o indicated in the Contract or if unknown physical conditions of an unusual nature, differing v materially from those ordinarily encountered and generally recognized as inherent in the work a provided for in the Contract, are encountered at the site, the party discovering such conditions shall promptly notify the other party in writing of the specific differing conditions before they are disturbed and before the affected work is performed. W ° Upon written notification, the Engineer will investigate the conditions, and if the Engineer determines that the conditions materially differ and cause an increase or decrease in the cost or ° time required for the performance of any work under the Contract, an adjustment, excluding loss N of anticipated profits, will be made and the Contract modified in writing accordingly. The a Engineer will notify the Contractor of his determination whether or not an adjustment of the N 7 Contract is warranted. 7 © L U a SP-19 No Contract adjustment which results in a benefit to the Contractor will be allowed unless the Contractor has provided the required written notice. U No Contract adjustment will be allowed under the provisions specified in this section for LL C any effects caused on unchanged work. 0 0 Any Contract adjustment warranted due to differing site conditions will be made in accordance with the provisions in Section 3-4, "Changed Conditions", of the Standard L Specifications. z E 5-1.09 ATTORNEY'S FEES AND ARBITRATION -- The prevailing party in a any legal action to enforce or interpret any provisions of this Agreement will be entitled to A recover from the losing party all attorney fees, court costs and necessary disbursements in a connection with that action. The costs, salary and expenses of the City Attorney and members of his office, in connection with that action, shall be considered as attorney's fees for the purposes of this Agreement. Caltrans Standard Specifications Section 9-1.10 regarding Binding Arbitration is hereby specifically excluded from this Contract. N Z N 5-1.10 CITY BUSINESS REGISTRATION CERTIFICATE -- The Contractor > © and its subcontractors warrant they possess, or shall obtain, and maintain during the term of this a Agreement, business registration certificate(s) pursuant to Title 5 of the City of San Bernardino a Municipal Code, and any and all other licenses, permits, qualifications, insurance and approvals m of whatever nature that are legally required of contractor/consultant/vendor to practice its H profession, skill or business. Contractor shall obtain a City of San Bernardino Business Registration at his/her own expense. a a d 9 C a N r W m 0 0 r 0 0 m N a N c t U Q SP-20 Packet Pg.455 ACORD FORM INSURANCE SAMPLE: 5.Le ACCORD CERTIFICATE OF INSURANCE DATE(MM UDW 00/00/00 _T O PRODUCER U THIS CERTIFICATE ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. j COMMERCIAL ASSOCIATES INS.,INC. THIS CERTIFICATE DOESNOT AMEND,EXTEND, ORALTER LL 1226 EAST LA PALMA AVENUE THE COVERAGE AFFORDED BY THE POLICIES BELOW. ANAHEIM, CA 92807 COMPANIES AFFORDING COVERAGE (714)524-4949 FAX: (7145)524-4940 COMPANY o A CNA-TRANSCONTINENTAL m INSURED COMPANY = B CNA-VALLEY FORGE m YOUR COMPANY NAME COMPANY AND ADDRESS C CHUBB GROUP-FEDERAL INSURANCE COMPANY D E m COVERAGES m FOR IS TO CERTDT TNAT HHE MLICInOF INSURANCE LISTED BELOW HAVE BEEN ISSUM TO WE INSURED NAMED ABOVE FOR THE POLICY PERIOD NDICATED NOTWETHELANDMOANY REQNR£MEND, a TERM,OR CONDITIW OF ANY CONTRACT OR OMER DCCUMFM WIN SMELT TO WHICH THISCFATIFIFA MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED � HFRENISSUBIEUMALLIHENRMSFM"LUSMSA CONDEIIONSOFSUCHPOLICIES.LIMITSSHOWNMAY HAVE BEENREDWEDBYPAIDCIAWR CO POLICY POLICY EFFECTIVE FWLICYEXPIR LIMI13 j In TYPE OF MSUPANCE NUMBER DATEHM1 YYND) DATE(MMIYYIDIH > Q GENERAL LIABILITY EACHOCCURRENCE 51000.004 X COMMERCIAL GEN LIABILITY FIREDAMAGE(ANYONEFIRE) Q S 500,D44 Z. A CLAIMS MADE OCCUR MEDEXP(ANYONEPERSOFH S S,qp r X OWNERS@ CONTRACTORS PROT IUM7516 IRNI95 fl im PFRSONALk ADVINIIMY fI000.0L4 _ N GENERAL AGPEGATE f;000.000 z PRODUCT WP/OPAGG f2EO$t00 N AUTOMOBILELIABIWTY COLSBMEDSINGLELIMD 51,000,000 © X AIIfO BODILY NNRY Pn Nnm f CL J B ALLOWNEDAIITOS BODILYIWURY Q *ONLY S U BAP 5197135 WIM SCHEDULED AUTOS W S NIRFDAUTOS NONA)"ED AUTOS GARAGE LWBIWTY 5 T S ANYAUTO T E � NAND ID WORKERS EMPLOYER'S LU BTLEEV X STATUTO RY LIM ITS G EL.EACH ACCIDENT fIA00,W0 THE PROPRIRETOR/ WCL 1S MINN ELDISEASE-EAEMPLOYEE 1L000,W0 � PARTNERSBXECUTIVE OFFICERSARE: um E.LDISEISE-PIXACYDMIT O MEN OCiB LOCATION:N6ACL CALIFORNIA ENICLEVSPECIALIIFM4 r O JOB LOCATION: ALL CAL OPERATIONS OF THE NAMED INSURED RE: (INSERTPROJECT NAME) c BELOW NAMES AS ADDITIONAL INSURED WITH RESPECT TO GENERAL LIABILITY AS REQUIRED BY PROJECT CONTRACT N CERTIFICATE HOLDER CANCELLATION ROOMY OF WE ABOVE DFSCAMED PoW[65BECAHCFLLEDBEFOR`THS...DATE THEREOF PIE I11FEIAG N d THE CITY OF SAN BERNARDINO AHYWIFEFOR_ELDAYS WRITIE NNOTRETOMCRENTEATE HCLDERNAMES NNEIFFE. CO DEPARTMENT OF PUBLIC WORKS ADNO..RFPRESENTADVE 300 N. "D" STREET, 3-FLOOR JOHN E.SMITH (9gnamm) y (/�'� SAN BERNARDINO,CA 92418-0001 E v/ _ ®ACCOMCORPORATION U ACCORD2LS INS) � Q SP-21 COMMERCIAL GENERAL LIABILITY i" U NAMED INSURED: � LL C POLICY NUMBER: 0 C 0 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY ADDITIONAL INSURED ------ OWNERS, LESSEES L i OR CONTRACTORS (FORM B ) This endorsement modifies insurance provided under the following: E COMMERCIAL GENERAL LIABILITY COVERAGE PART-OCCURRENCE a v `m 3 SCHEDULE a NAME OF PERSON OR ORGANIZATION: r N CITY OF SAN BERNARDINO DEPARTMENT OF PUBLIC WORKS p 300 NORTH"D" STREET,3RD FLOOR N SAN BERNARDINO,CA 92418-0001 p Uj S !'L ONLY N (If no entry appears above, information required to complete this endorsement will be shown in the Declarations r as applicable to this endorsement.) a a WHO IS AN INSURED (Section II)is amended to include as an insured the person or organization shown in the m Schedule,but only with respect to liability arising out of"your work"for that insured by or for you. a r NOTE. MUST BE SIGNED BY AUTHORIZED REPRESENTATIVE FOR PROVIDER m SUPPLY POWER OF ATTORNEY GIVING AUTHORITY TO BIND a 06 0 r 0 CG 2010 1185 0 Authorized Representative for CNA Insurance Group 0. Golden Eagle Insurance Company c d E L © U Q SP-22 PacketPg:457 SECTION 6 6-1 GENERAL ? U M C O C 6-1.01 INCREASED OR DECREASED QUANTITIES -- If the total pay quantity 2 of any item of work subject to the provisions in Section 3-2.2, "Contract Unit Prices", of the Standard Specifications varies by more than 25 percent, compensation payable to the Contractor t will be determined in accordance with Section 3-2.2.1, "General", of the Standard Specifications and these Special Provisions. E 0 When the compensation payable for the number of units of an item of work performed in a excess of 125 percent of the Engineer's Estimate is less than $1,500 at the applicable Contract E R unit price, the Engineer reserves the right to make no adjustment in said price if he so elects, a except that an adjustment will be made if requested in writing by the Contractor. Such Contractor's request shall be accompanied by adequate, detailed data to support costs of the item. Should the total pay quantity of any item of work required under the Contract be less than 75 percent of the Engineer's Estimate, therefor, the Engineer reserves the right to make no 0 adjustment in said price if he so elects, except that an adjustment will be made if requested in y writing by the Contractor. Such Contractor's request shall be accompanied by adequate, detailed o data to support costs of the item. a The payment of the total pay quantity of such item of work will in no case exceed the a payment which would be made for the performance of 75 percent of the Engineer's Estimate of the quantity at the original Contract unit price. z IL D 6-1.02 SOUND CONTROL REQUIREMENTS -- Sound control shall comply with Chapter 8.54 of the City of San Bernardino Municipal Code and these Special Provisions. $ The noise level from the Contractor's operations between the hours of 9:00 p.m. and 6:00 a.m. shall not exceed 86 dbA at the distance of 50 feet. This requirement in no way relieves the o Contractor from responsibility for complying with local ordinances regulating noise levels g Said noise level requirements shall apply to all equipment on the job or related to the job, b including but not limited to trucks, transit mixers or transient equipment that may or may not be owned by the Contractor. The use of loud sound signals shall be avoided in favor of light y warnings except those required by safety laws for the protection of personnel. v E L U R ¢ SP-23 Packet Pg.458 6-1.03.a NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM REQUIREMENTS -- Contractor, without limitation, shall be responsible for providing and implementing Best Management Practices to comply with National Pollution Discharge Ze Elimination System (NPDES) standards and practices. All construction on off-site or on-site improvements shall adhere to NPDES Best Management Practices to prevent deleterious LL materials or pollutants from entering CITY or County of San Bernardino's storm drain systems. 0 p 6-1.03.b CONSTRUCTION-RELATED DEWATERING & DE MINIMUS DISCHARGES. SANTA ANA REGION - The CITY has been issued Municipal NPDES Permit No. CAS618036, Order No. R8-2009-0036, from the California Regional Water Quality Control Board, Santa Ana Region (SWQCB). Section XV of this permit authorizes De Minimus types of d discharges listed in the Santa Ana Regional Board's General De Minimus Permit for Discharges a to Surface Waters That Pose an Insignificant (De Minimus) Threat to Water Quality, Order No. a R8-2009-0003, from CITY owned and/or operated facilities and activities (including 3 construction). This Permit may be accessed at the SWQCB's Website at: a http://www.waterboards.ca.gov/santaana/board decisions/adopted orders/orders/2009/09 003 deminimus permi t wdr.pdf N N 2 6-1.03c MUNICIPAL NPDES PERMIT -- The CITY is subject to Municipal H NPDES Permit No. CAS618036, Order No. R8-2010-0036, from the California Regional Water o Quality Control Board, Santa Ana Region, which authorizes the discharge of storm water from its a �•r municipal separate storm sewer system (MS4). The MS4 Permit, requires the CITY to prepare Q and update a Stormwater Program Local Implementation Plan (LIP) which details how m compliance with requirements of the MS4 Permits will be maintained. The Contractor is H responsible for complying with all locally enforced water quality related codes and ordinances. The Municipal MS4 permit may be accessed by visiting the SWQCB's website at: z a a httu://www.swrcb.ca.gov/smtaana/board decisions/adopted orders/orders/2010/10 036 SBC MS4 Permit 01 2 y 9 10.ndf c a N 6-1.03d WATER QUALITY ORDER NO. 2009-0009-DWO (CONSTRUCTION GENERAL PERMIT) -- On September 2, 2009, the State Water Resources Control Board o adopted Order No. 2009-0009-DWQ (Waste Discharge Requirements for Discharges of Storm o Water Runoff Associated with Construction Activities and Land Disturbance Activities). o Effective July 1, 2010, all dischargers (construction sites where calculated soil disturbance totals o 1 acre or more) are required to obtain coverage and comply with this Construction General Permit (CGP). a A copy of this permit, related documents/ attachments and subsequent amendment may be E found on the internet at: a http://www.waterboards.casov/board decisions/adopted orders/water quali[v/2009/wqo/wgo2009 0009 dwq.pdf; SP-24 Packet Pg. 459 bttv,//www.waterbouds.ca.gov[boud decisions/adonted orders/water quality/2010/wgo2010 0014dwa ndf The Contractor is hereby directed to read and understand all the requirements of this Permit as they relate to this Project. U Prior to commencing work, the Contractor shall submit the required PRDs (Permit IL Registration Documents) to the Engineer. If any of the required items are missing, the PRD c submittal is considered incomplete and will be rejected. Upon receipt and acceptance of a g complete PRD submittal, the Engineer will electronically submit these documents through the Stormwater Multi-Application, Reporting and Tracking System (SMARTS) to the State Water Resources Control Board(SWRCB)to obtain coverage under the CGP. d 0 d s 6-1.03e STORM WATER POLLUTION PREVENTION PLAN (SWPPP) -- The 0> Contractor will be required to develop and submit a Project site-specific SWPPP, prepared by a a Qualified SWPPP Developer (QSD) as defined by the CGP. The SWPPP shall cover all five streets in this Contract. The SWPPP shall be developed, amended, and certified by a Qualified a SWPPP Developer (QSD). A QSD shall have one of the registrations or certifications listed in Section VII.B.1 of the CGP, and effective September 2, 2011, must have attended a State Water Board-sponsored or approved Qualified SWPPP Developer training Course. The SWPPP must include the information needed to demonstrate compliance with all the o requirements of the CGP, for review, acceptance, and certification by the CITY prior to submittal w of the PRDs (the SWPPP is a required component of the PRD electronic submittal package). 0 a NO CONSTRUCTION ACTIVITY CAN BE ALLOWED UNTIL THE CITY HAS I RECEIVED A TRACKING NUMBER FROM THE SWRCB. a N The SWPPP shall be developed and updated using Section 2 and Appendix G of the California Stormwater Quality Association (CASQA) Stormwater Best Management Practice a Handbook Web Portal for Construction. The CASQA Construction BMP Web Portal requires a subscription to be purchased from CASQA and can be accessed at the following link: a http�//www casaa ore/LeftNavigat ion/BMPHandbooksPortal/tabid/200/Default asnx 1p r: In addition, the SWPPP Template, BMP Factsheets, and other stormwater information can o be secured from the CASQA's Website at: o http://wwwcasgaorv,/LeftNavigat ion/ConstructionBMPHmdbookPortalSWPPPTemplate/tabid/200/Default asnx o 0 w The Contractor must amend the SWPPP as needed during the course of work to reflect actual construction progress and construction practices. The Contractor shall designate a N Qualified SWPPP Practitioner (QSP), as defined by the CGP, who will be responsible for compliance with CGP requirements on the Project at all times. r oContractor's QSP must be on site to observe BMP installation and approve of all SWPPP a implementation. Contractor's QSP must be on site during all required NPDES inspections SP-25 PacketPg.460 (weekly, rain events, and quarterly non-storm). Within seventy two (72) hours from rece BMP corrections from CITY, Local Agencies and/or SWRCB staff(but only as directed by the Engineer), Contractor's QSP shall initiate SWPPP modifications in the field as necessary and complete them as soon as possible and prior to predicted rain events. Contractor's QSP shall prepare written reports for the corrective actions and submit them to the Engineer. All work on the Project may be stopped at the Engineer's discretion if corrective action is not taken within a M timely manner. Any cost/delays incurred due to stopped work will be solely home by the 00 Contractor. °- The SWPPP shall not be construed to be a waiver of the Contractor's obligation to review L and understand the CGP before submitting a bid. By submitting a bid, Contractor acknowledges that he has read and understands the requirements of the CGP. d E m Contractor is hereby notified that specific construction practices in Sections 7-8, "WORK a SITE MAINTENANCE," and 7-10, "PUBLIC CONVIENENCE AND SAFETY," of the E A Standard Specifications, are considered to be Best Management Practices. Applicable a construction practices in the Standard Specifications shall be incorporated into the SWPPP. Full compensation for including and complying with construction practices in the Standard Specifications shall be considered as included in the various Contract bid items of work involved and no additional compensation will be allowed therefor. r N 2 O N 6-1.03f REPORTING AND COMPLIANCE -- The Contractor shall be responsible o for providing all reports required by the CGP (monitoring, inspection, Rain Event Action Plans, a annual reports, etc.)to the Engineer for review. Time sensitive reports involving monitoring data a shall be provided as soon as the information is made available. All other reports shall be provided w to the Engineer a minimum of two weeks prior to their deadline for submittal to the SWRCB N through SMARTS. r The Contractor shall submit the first version of the complete SWPPP in electronic format a with one (1) hard copy in a three (3) ring binder, with separators and tabs to the Engineer for v review and comments. a n Upon acceptance of the SWPPP, the Contractor shall submit a final electronic plan and three (3)hard copies, each placed in a three (3)ring binder with separators and tabs. 0 The Engineer's review/ acceptance is for administrative purposes only and shall not relieve the Contractor from his responsibility to provide adequate stormwater management per the ° requirements of the CGP. o a The Contractor shall implement, maintain, and amend the SWPPP as needed during the v, course of work to reflect actual construction progress and construction practices. The Contractor E shall designate a Qualified SWPPP Practitioner (QSP), as defined by the CGP, who will be responsible for compliance with CGP requirements for the Project at all times. a SP-26 PacketPg.46t The Contractor shall be responsible for and shall submit to the Engineer copies Contractor generated SWPPP documents, including all sampling test results, inspection reports, Rain Event Action Plans (REAP), annual reports, and other time sensitive documents involving monitoring data. Such documentation shall be provided as soon as the information is made 9 available and shall be provided within twenty-four (24) hours when requested by the Engineer. The Contractor shall be required to produce such data and documentation at the Project site on u demand if so requested by Santa Ana Regional Water Quality Control Board Staff during a site `o inspection. 2 The Contractor shall comply with all the requirements identified in the CGP. Non- s adherence with the requirements identified in the CGP may constitute a violation of the Clean Water Act and the Porter-Cologne Water Quality Control Act and may be grounds for d enforcement action by the RWQCB. Any fines incurred by the CITY due to the Contractor's lack of compliance with the requirements of the CGP, shall be back charged by the CITY to the a Contractor and deducted from any monies that may become due to the CITY. a 6-1.03g PAYMENT -- Full compensation for conforming to the requirements of the "STORM WATER POLLUTION PREVENTION PLAN," per Bid Schedule, shall m include,but not be limited to,the following: N 1. Submit Permit Registration Documents (PRDs) per Section XV of the Municipal Permit z and Appendix B of the CGP to the Engineer. N 2. Develop a SWPPP to conform to the Contractor's actual construction practices; o ® 3. Administer, implement, maintain, and ensure adequate functioning of the various water a quality control measures identified within the SWPPP during construction including all a Numeric Action Level (NAL) and Numeric Effluent Limitation (NEL) sampling, w monitoring and reporting requirements statutorily required for the determined Risk Level w of the Project site. These tasks must be performed by Qualified SWPPP Practitioner (QSP). Effective on September 2, 2011, a QSP shall meet the requirements listed in the a General Permit. a 4. Pay all annual permit fees (if applicable); 9 5. Contractor will be responsible for paying all fines imposed by the State Water Resources a Board for violation to the CGP caused by Contractor's operations which fail to comply with the CGP. 6. Provide and maintain all documentation (at the jobsite) and administration for the entire Contract period; 7. Perform all work required for compliance with the requirements of the CGP including preparation of all Rain Event Action Plans (REAPs), construction of effective treatment ° control BMPs, i.e.: contingency basins, chemical treatments, etc. if applicable. N 8. Provide all labor, tools, equipment, materials and incidentals for any additional BMPs not a shown or identified in the SWPPP which may be required to comply with the requirements of the CGP or when requested by the Engineer E and shall be considered as included in the Contract Lump Sum price paid for "STORM a WATER POLLUTION PREVENTION PLAN," per Bid Schedule, and no additional compensation will be allowed therefor. SP-27 Packet Pg.462 6-1.04 PERMITS AND LICENSES -- The Contractor shall pay for and obtain ® City Business Registration prior to the execution of the Contract. Contractor shall obtain a City Z of San Bernardino Business Registration at his/her own expense. LL Prior to the commencement of work, the Contractor shall obtain a construction permit at `o L no cost from the City of San Bernardino, Public Works Department, located at San Bernardino —° City Hall, 300 North "D" Street, 3'" Floor, San Bernardino, California. The permit shall be kept in a readily available place on the job site at all times during construction. While no fee will be s charged for the permit, no permit will be issued unless the Contractor provides a code reference number from Underground Service Alert(USA). E d The Contractor shall obtain all required permits from.all other City of San Bernardino a Departments/divisions and/or agencies including, but not limited to the Community E. Development, Building and Safety Division, the Public Works Department, Street Division, any a involved water agency, county flood control, railroad, Caltrans, Fish & Game, Army Corps of Engineers, Regional Water Quality Board, etc., at his/her own expense, unless otherwise stated in the Plans and these Special Provisions. These fees and permits shall include water and sewer ,r hook-up, meter, inspection and flagging fees. N Z O 6 6-1.05 EXTRA WORK AND MARKUP -- Any Extra Work done shall conform o © to the provisions of Section 3.3, "Extra Work", of the Standard Specifications, subject to the a restrictions of Section 20452 and 20455 of the Public Contract Code. However, equipment rental a rates shall conform to State of California Business and Transportation agency, Department of W Transportation, Division of Construction, "LABOR AND EQUIPMENT RENTAL RATES," y latest Edition, unless the Extra Work is done for a negotiated price. — A. Work by Contractor The following percentages shall be added to the a Contractor's costs and shall constitute the markup for all overhead and profits: a 1) Labor 20 2) Material 15 3) Equipment Rental 15 4) Other items and Expenditures 15 ° r To the sum of the costs and markups provided for in this subsection, ° compensation for bonding shall be at the rate specified by the bonding company. a B. Work by Subcontractor When all or any part of the Extra Work is E Q performed by a Subcontractor, the markup established above shall be applied to the Subcontractor's actual cost of such work, also a markup of 10 percent on the = first $5,000.00 of the subcontracted portion of the Extra Work and a markup of a SP-28 Packet Pg.463 5 percent on work added in excess of$5,000.00 of the subcontracted portion the Extra Work may be added by the Contractor. T 6-1.06 HOLIDAYS. WORKING DAYS AND HOURS -- The Contractor's activities shall be confined to the hours between 8:00 a.m. and 4:00 p.m., Monday through Friday, E excluding holidays, as defined in this section. Deviation from these hours will not be permitted o without the prior consent of the Engineer, except in emergencies involving immediate hazard to persons or property. No traveled lane shall be closed during rush hour (7:00 a.m. to 8:30 a.m. and 4:30 p.m. to 6:00 p.m.), unless approved by the Engineer. r v The Contractor shall coordinate inspections with the Public Works Inspector 48 E hours prior to any work being done during evenings,Fridays or Saturdays. A IL v The Contractor shall coordinate with the Engineer regarding working hours prior to start a of construction. Except for Fridays, in the event of either a requested or emergency deviation, inspection service fees will be charged against the Contractor. The service fees will be calculated at overtime rates, including benefits, overhead and travel time. N r Designated legal Holidays are: January V, the third Monday in January,the third Moody H in February, the last Monday in May, July 4'h, the first Monday in September, November 11 o FO Thanksgiving Day and the Friday following, December 25"' and the working day preceding or following (as directed by the Mayor and Common Council) and the last working day of the year. 0 When a designated legal holiday falls on a Sunday, the following Monday shall be a designated a legal holiday. When a designated legal holiday falls on a Saturday, the preceding Friday shall be 3 designated a legal holiday. a. s 6-1.07 PAYMENTS -- Attention is directed to Sections 9-3, "Payment", and 9- a 3.2, "Partial and Final Payment", of the Standard Specifications and these Special Provisions. d V c No partial payment will be made for any materials which are furnished, but not incorporated into the work. ro To Section 9-3.2, "Partial and Final Payment," of the Standard Specifications, add the o following: 0 When an item of work is designated as "Final Quantity" (F) in the "BID FORM," of these Special Provisions, the estimated quantity for that item of work shall be the final pay quantity, unless the dimensions of any portion of the item are revised by the Engineer, or N the item or any portion of the item is eliminated. If the dimensions of any portion of the item are revised, and the revisions result in an increase or decrease in the estimated E quantity of that item of work, the final pay quantity for the item will be revised in the i§ amount represented by the changes in the dimensions. If a final pay item is eliminated,the a estimated quantity for the item will also be eliminated. If a portion of the final pay item is SP-29 `-Packet Pg.464 eliminated, the final pay quantity will be revised in the amount represented b s.i.e eliminated portion of the item of work. The estimated quantity for each item of work designated as "Final Pay Quantity" (F) in the "BID FORM," Section of these Special Provisions, shall be considered as approximate only, and no guarantee is made that the quantity which can be determined by z computations, based on the details and dimensions shown on the Plans, will equal the a estimated quantity. No allowance will be made in the event that the quantity based on `s computations does not equal the estimated quantity. a I L The Contractor shall submit "As Built" Project drawings to the Engineer prior to the release of final payment and/or bonds. E m A a 6-1.08 PROJECT APPEARANCE -- The Contractor shall maintain a neat E appearance to the work including use of street sweeping. a In any area visible to the public,the following shall apply: When practicable, broken concrete and debris developed during clearing and grubbing shall be disposed of concurrently with its removal. If stockpiling is z necessary, the material shall be removed or disposed of weekly unless 9 otherwise specified. o The Contractor is encouraged to recycle all materials. The Contractor shall provide the a CITY all documents as to the weight of materials removed during excavations in accordance with w the requirements of AB939. m F 6-1.09 DISPOSAL OF EXCESS EXCAVATED OR REMOVED MATERIAL -- i Unless otherwise specified, all excess excavation or removed material shall become the property a of the Contractor and shall be disposed of by him away from the site of the work. § a N n 6-1.10 SURVEYING SERVICE -- The Contractor shall refer to the PROJECT LOCATION SURVEY DOCUMENTS section at the back of these Special Provisions for California Land Surveyors Association (CLSA) and Consulting Engineers and Land Surveyors of California(CELSOC) survey monument preservation guidelines. ° 0 m N The Contractor shall perform and be responsible for the accuracy of surveying adequate a for construction. This includes providing any survey work necessary to set grade for new or y replacement roadway work, to reconstruct or retrofit curb ramps, replace curb and gutter, spandrels, cross gutters and drive approaches, to match existing non-disturbed sidewalk and curb E and gutter at existing limits, and allow the continuous, uninterrupted flow of water off the a roadway and into a drainage facility, existing gutter, swale or native soil. SP-30 A California registered Civil Engineer licensed to perform surveying or a Calif registered Land Surveyor shall perform any surveying or staking, as directed by the Engineer, at the expense of the Contractor. The Contractor shall preserve construction survey stakes and © marks for the duration of their usefulness. If any construction survey stakes are lost or disturbed i'' and need to be replaced, such replacement shall be by the Contractor at the expense of the o Contractor. In case of missing or incorrect ties, the Contractor's Surveyor shall restore ties as necessary at the expense of the Contractor. The Contractor shall submit to the CITY a copy of all 0 survey notes and a Certificate Record of Survey. ° All new and replaced survey ties shall be by transit method. L d All existing monumentation shall be tied and recorded prior to construction. Comer d Records shall be filed,pre and post construction, in accordance with Section 8771 of the Business j and Professions Code (AB 1414). Final monumentation of alignments and new R/W lines shall a be performed in accordance with the State of California Surveys Manual (latest edition). Record E A of Surveys or In-Lieu Maps, as applicable, shall be prepared and filed. One reproducible (mylar) a copy of all filed maps and one photocopy of all filed Corner Records or Records of Survey shall be delivered to the CITY within 30 days of such filings. Full compensation for "SURVEYING SERVICE," including preparation of survey documents, revisions to the survey documents, and all other related costs, including the jconstruction, removal, and the furnishing of all necessary labor, equipment, and materials to N I comply fully with these Special Provisions, the CLSA, and as directed by the Engineer, shall be o © considered as included in the various Contract bid items of work involved, and no additional a compensation shall be allowed therefor. a U W a N 6-1.11 CLAYTON ACT AND CARTWRIGHT ACT -- Section 4551 of the State — Government Code specifies that in executing a public works contract with the CITY to supply a goods, services or materials, the Contractor or Subcontractor offers and agrees to assign to the a CITY all rights, title and interest in and to all causes of action it may have under Section 4 of the a Clayton Act (15 U.S.C. Sec. 15) or under the Cartwright Act (Chapter 2 commencing with Sec. a 16700) of Part 2 of Division 7 of the Business and Professions Code, arising from purchase of goods, services or materials pursuant to the contract or subcontract. This assignment shall become effective when the CITY tenders final payment to the Contractor without further 0 Ci acknowledgement by the parties. 0 A O 6-1.12 PROJECT ERRORS, OMISSIONS, INCONSISTENCIES. AND N DISCREPANCIES -- In the event of errors, omissions, inconsistencies, and/or discrepancies o ' among two or more portions of the Contract Documents, the Engineer may direct the Contractor N to follow the most stringent requirements at no additional cost. e,J If errors, omission, inconsistencies, and/or discrepancies appear in the Contract a Documents or in the work done by others affecting this work, the Contractor shall immediately notify the Engineer prior to proceeding with the work, and the Engineer shall issue a ro riate SP-31 � acketPg.466 w.. :k instructions. If the Contractor proceeds with the work so affected,without instructions the Engineer, the Contractor shall remove the incorrect work or make the necessary [` corrections to comply with the Engineer's instructions at no cost to the CITY. In case of conflicts, errors, omissions, inconsistencies, and/or discrepancies on the plan sheets, it is assumed that the bid included the cost for implementing and/or constructing the c discrepancy that would have the highest dollar value. 0 0 6-1.13 EMERGENCY INFORMATION -- The names, addresses and telephone ! numbers of the Contractor and subcontractors, or their representatives, which can be reached and will respond to calls 24 hours/day, shall be filed with the Office of the City Engineer prior to m beginning work. 0 IL v 0 6-1.14 MAINTENANCE OF EXISTING IMPROVEMENTS -- The Contractor a shall protect and maintain all existing improvements and facilities in place to remain from the first day of work under this Contract to acceptance. The Contractor is responsible for replacing any damaged improvement or facility to original condition or better. N N Z O 6-1.15 CONTRACTOR'S SAFETY RESPONSIBILITY -- The Contractor shall N be solely and completely responsible for conditions of the jobsite, including safety of all persons 'o and property during performance of the work. This requirement shall apply continuously and not a be limited to normal working hours. Safety provisions shall conform to U.S. Department of a Labor (OSHA), the California Occupational Safety and Health Act, and all other applicable a Federal, State, County, and CITY laws, ordinances, regulations, codes, the requirements set forth below, and any regulations that may be detailed in other parts of the Contract Documents. Where any of these are in conflict,the more stringent requirement shall be followed. a d 6-1.16 SAFETY SUPERVISOR AND MEETINGS -- A. The Contractor shall appoint an employee as safety supervisor who is qualified 06 and authorized to supervise and enforce compliance with the Safety Program. The Contractor shall notify the Engineer in writing prior to the commencement o of work of the name of the person who will act as the Contractor's Safety o Supervisor. 0 N B. The Contractor will, through and with his Safety Supervisor, ensure that all of y its employees, and its subcontractors of any tier, fully comply with the Project Safety Policies. The Safety Supervisor shall be a full-time employee of the £ Q Contractor whose responsibility shall be for supervising compliance with applicable safety requirements on the work site and for developing and a implementing safety training classes for all job personnel. SP-32 -'Packet Pg.467 S.Le C. The Contractor and its affected subcontractors shall attend safety coordination meetings. The minutes of their meetings shall be submitted to the Engineer. _T O U 6-1-17 MEETINGS -- 0 c A. The Contractor shall attend weekly progress meetings at the Project site. ° B. In general, these meetings will be attended by the Contractor, the Engineer or r designee, and any subcontractors, suppliers, distributors or other concerned individuals with issues or items to discuss. E v C. Meeting minutes will be taken by the Engineer or designee. The meeting a minutes will be available to the Contractor at the following weekly meeting. y The Contractor shall be responsible to distribute the meeting minutes to all a parties performing work under this Contract. D. The Engineer shall have the authority to require that a mandatory meeting be held at any time during normal work hours. E. These meetings shall be attended by the Contractor, the Engineer or designee, m and any subcontractors specified by the Engineer. o t O s a a 6-1.18 PAYMENT -- Full compensation for conforming to the requirements of w this Section shall be considered as included in the prices paid for the various Contract bid items of N work involved, and no additional compensation will be allowed therefor. o: a a a -a 3 B N r m O OJ O r i o 3 O N a i ur c E z i a SP-33 ackefPg.468. S.I.e SECTION 7 7-1 UTILITIES Q y U LL C O C 7-1.01 GENERAL -- The location of all utility substructures that may affect the ° work shall comply with Section 5, "Utilities", of the Standard Specifications and these Special 2 Provisions. The Contractor shall notify the Engineer immediately of any conflict. The t Contractor shall match existing products. The Contractor is responsible for coordinating work W1 with the utility owners. Certain companies, governmental agencies, or their contractors may be working within the a construction area. Certain utility facilities at various locations within the Project limits may be 2 removed relocated abandoned or installed by companies' or agencies' contractors. The 3 P g a Contractor shall coordinate his work with utility owners and their contractors. ° The Contractor shall exercise due caution to prevent any damage to/or movement of these utility facilities. Listed below are the utilities that may be affected, with the designated contact person. These names and phone numbers are listed for information purposes only. The z Contractor is responsible for verifying phone numbers and contact persons. y 0 © 1. SOUTHERN CALIFORNIA EDISON COMPANY a 287 Tennessee Street W Redlands, CA 92373 Phone: (909) 307-6788 Attn: SCE Planning Supervisor a a a 2. SOUTHERN CALIFORNIA GAS COMPANY 1981 West Lugonia Avenue a Redlands, CA 92314-9720 Phone: (909) 335-7772 Attn: Typree Lee " 0 3. SAN BERNARDINO MUNICIPAL WATER DEPARTMENT ° r Water Utility Engineering Section °- 300 North"D" Street, 5`s Floor San Bernardino, CA 92418 a Phone: (909)384-7223 Attn: Francisco Lopez-Jimenez E s U a SP-34 PacketPg.469 5.I:e 4. VERIZON © 9 South 0 Street w Redlands, CA 92373 , v E C Phone: (909) 748-6655 Attn: Rick Pesquera 0 0 5. TIME WARNER TELCOM OF CALIFORNIA = 1500 Auto Center Drive Ontario, CA 91761-1561 Phone: (909) 795-3349 Attn: Bruce Dewese a. 6. TIME WARNER TELCOM OF CALIFORNIA (m) 1500 Auto Center Drive a Ontario, CA 91761-1561 Phone: (909) 798-8588 Attn: Mark Davenhauer N 7. A.T.&T. (SBC-Pacific Bell Telephone) z ATTN: Right of Way Liaison °—, 1265 N. Van Buren Street, Room 4118 0 O Anaheim, CA 92807 a J Q Phone: (714) 666-5692 Attn: Yvette Garofano W a N 8. SPRINT COMMUNICATIONS — Attn: Outside Plant Engineering a 282 South Sycamore Street Rialto, CA 92376 Phone: (909) 874-7450 Attn: Lynn Durrett a 9. CHARTER COMMUNICATIONS 7337 Central Avenue Riverside, CA 92504-1440 0 Phone: (951) 343-5139 Attn: Gregory Yates a 10. EAST VALLEY WATER DISTRICT 3654 Highland Avenue, Suite #18 Highland, CA 92346-2607 £ o L U i Phone: (909) 888-8986 Attn: Justin Parker a SP-35 i 11. CITY OF SAN BERNARDINO PUBLIC WORKS DEPARTMENT © STREET DIVISION 234 S. Mt. View Avenue U San Bernardino, CA 92408 LL c 0 c Phone: (909) 384-5203 Attn: Robert Eisenbeisz °- 12. CITY OF SAN BERNARDINO L PUBLIC WORKS DEPARTMENT TRAFFIC SIGNALS & STREET LIGHTING d 234 S. Mt. View Avenue,#110 San Bernardino, CA 92408 a n m Phone: (909) 384-5253 Attn: Manas Bista a A 13. AT&T INQUIRIES 22311 Brookhurst Street, Suite 203 Huntington Beach, CA 92646 Z Z Phone: (925) 977-2413; (714) 963-7964 Attn: Walter Werstiuk °- N 7 O Q 14. COUNTY OF SAN BERNARDINO, FLOOD CONTROL DISTRICT z 825 E. Third Street a San Bernardino, CA 92415 w a N Phone: (909) 753-7070 Attn: Richard Mendoza z a a 7-1.02 CONTRACTOR'S RESPONSIBILITY -- The Contractor shall verify the v location of all underground utilities and services, including potholing, before proceeding with the work, requesting in advance the services of inspectors from the utility companies in order to ascertain said locations. Damage to underground utilities resulting from neglect on the part of the Contractor shall be corrected and paid for by the Contractor. C 0 C r 7-1.03 COOPERATION AND COLLATERAL WORK -- The Contractor shall O conform to the requirements of Section 7-7, "Cooperation and Collateral Work", of the Standard N Specifications. a N C d © 7-1.04 UTILITIES NOTIFICATION -- The Contractor shall notify all owners of public utilities seventy two (72) hours in advance of excavating around any of their facilities and a substructures and shall also provide the same notice to Underground Service Alert of Southern California, telephone number 1/800/422-4133. SP-36 7-1.05 UTILITIES INTERFERENCE -- Utilities which are found, by exploratory location or by excavation, to interfere with the construction of this Contract will be relocated, altered, or reconstructed, or the Engineer may order changes in location, line or grade of the :' ♦„/ project structure, to be built in order to avoid said utility. The Contractor may coordinate the work with the utility owners. C 0 C Abandoned utilities, which interfere with the construction of any portion of this Contract, may be cut by the Contractor, the interfering portion of the utility removed and open ends of the pipe sealed with a suitable plug or cap. L o: Upon the occurrence of emergency events, such as gas leaks or electric power d interruptions, wherein normal previous work day notification procedures may not be performed, "emergency notification" by the Contractor shall be submitted by emailing utilities(a,sbcity.org at a" the time utility crews are being dispatched. Additionally, if the event occurs during normal E business hours (Mon-Fri, 8:00 am to 4:00 pm), a phone call to (909) 384-7272 (SBDIRECT) shall a be made by the Contractor informing the Engineer, in addition to the email, of utility crews being mobilized for such work. Failure to do so may result in work stoppage, citation, or both. r N 7-1.06 PAYMENT -- Full compensation for conforming to the requirements of this z 1 Section, not otherwise provided for, shall be considered as included in the prices paid for the w various Contract bid items of work involved and no additional compensation will be allowed o therefor. a a U W a N H K Q a a v O C a N r j O O j o 0 w N a y c � © s Q � SP-37 PacketPg.472 SECTION 8 O 8-1 DESCRIPTION OF WORK U LL C O G 8-1.01 DESCRIPTION -- The work to be done consists, in general, of fabricate and place construction information sign, clearing and grubbing; removal and reconstruction of various concrete improvements, including curb ramps, sidewalk, driveway approaches, curb, curb t and gutter, cross gutter, spandrels and bus pads; remove tree, remove storm drain inlet and connection drainage pipe laterals, construct inlets and local depressions, place RCP drainage pipe, d construct comer connections and junction structures; construct catch basin inlet protection bar; micro-grind, wedge cut mill and roadway mill; remove and replace deteriorated asphalt concrete a" pavement; remove and replace deteriorated asphalt concrete/ Portland cement concrete pavement A (composite section); scrub seal, slurry seal and placement of an asphalt concrete overlay; full a depth reclamation; application of traffic striping and pavement markings; adjustment of existing manhole frames and covers and City water utility enclosures; grinding curb and gutter, sidewalk and driveway approaches; NPDES and SWPPP requirements; traffic control; survey marking and such other items or details, not mentioned above, that are required by the Plans, Standard Specifications, or these Special Provisions, shall be performed,placed, constructed or installed. z 0 N In addition to the work items noted herein, per the Plans, pavement rehabilitation and o reconstruction work will more specifically include: a J Q • Bid Schedule No. 1 (K Street): Localized micro-grind,mill portion roadway pavement to a w minimum 1-1/2" depth (localized 3" minimum depth wedge mill), remove and replace Lo a. localized deteriorated asphalt concrete pavement (minimum 2-1/2" depth removals, compact the underlying sub-base/ subgrade to a minimum 95% relative compaction, then a place 2 %2" Hot Mix Asphalt (HMA)), tack coat, and place final surface course of 1-1/2" a HMA; apply Grading B scrub seal and Type II slurry seal over remaining portion of v roadway. a 0 N • Bid Schedule No. 2 (Evans Street): Localized micro-grind, mill 5' wide wedge of roadway pavement width to a variable depth (1" tapering to 0"), remove and replace localized o deteriorated asphalt concrete pavement (minimum 2-1/2" depth removals, compact the o underlying sub-base/ subgrade to a minimum 95% relative compaction, then place 2 %2" Hot Mix Asphalt (HMA)), apply a Grading B scrub seal over the entire roadway, tack 7r coat, and place final surface coarse of 1" HMA. a • Bid Schedule No. 3 (15th Street): Localized micro-grind, mill 5' wide wedge of roadway pavement width to a variable depth (1" tapering to 0"), remove and replace localized E deteriorated asphalt concrete pavement (minimum 2-1/2" depth removals, compact the underlying sub-base/ subgrade to a minimum 95% relative compaction, then place 2 %2" a SP-38 Packet Pg.473 Hot Mix Asphalt (HMA)), apply a Grading B scrub seal over the entire roadway, coat, and place final surface course of I" HMA. • Bid Schedule No. 4 (Magnolia Avenue): for the westerly-most portion near Western © Avenue (asphalt concrete pavement section, approximately 160 lineal feet), mill full us roadway pavement width to a minimum 1-1/2" depth, remove and replace localized deteriorated asphalt concrete pavement (minimum 2-1/2" depth removals, compact the underlying sub-base/ subgrade to a minimum 95% relative compaction, then place 2 ''/z" ° Hot Mix Asphalt (HMA)), crack seal the entire westerly-most portion of the roadway, tack coat, and place final surface course of 1-1/2" HMA. For the remainder of the roadway g easterly of this section (composite section consisting of a thin Asphalt concrete wearing rc course (approximately 1" thick), underlain by a Portland cement concrete pavement slab d (approximately 6" thick)), micro-grind longitudinal and transverse roadway joints, surface irregularities, and gutter per Plan and as directed, saw cut, remove localized deteriorated a composite pavement (minimum removals consistent with the thickness of the composite E pavement section), compact the underlying sub-base/ subgrade to a minimum 95% relative a compaction, replace the localized composite AC/PCC pavement section to match existing, apply a Grading B Scrub Seal, and a Type II slurry seal over the remaining roadway segment. S N i • Bid Schedule No. 5 (Medical Center Drive): for the Number 2 (outside) southbound lane, Z full depth reclamation work includes removal and delivery to a CITY-designated yard, 5" of the existing Asphalt concrete pavement, pulverizing the remaining Asphalt pavement, o sub-base and subgrade a minimum 12" deep, re-grade, remove and export surplus material a and compact roadbed to approximately 7" below finish elevation, spread and mix in place a material, cement and water to 10" below existing depth (to 17" depth overall from original W pavement surface), compact the mixture, cure minimum 2 days, micro-fracture, and place n minimum 6" HMA pavement to original grade, followed by a Type II slurry seal of entire roadway. a a v The work to be done shall include furnishing all materials, equipment, tools, labor, taxes and incidentals as required by the Contract Documents to construct the Project. a N n 8-1.02 ORDER OF WORK -- the Order of Work shall generally include: o • Conducting mobilization activities including property owner notifications, implementing o Project SWPPP and BMPs, securing all permits and licenses, preparing and submitting Project schedule(s). N a N • All demolition, clearing, grubbing and removals. • E • Reconstruction or construction of PCC curb ramps, curb, curb& gutter, gutter, cross gutter and spandrels, bus pad, sidewalk, ADA bypass and driveway approaches; storm drain a improvements; micro-grind, wedge cut mill and mill roadway; AC pavement street SP-39 improvements (removal and replacement; or full depth reclamation); composite pave removal and replacement; AC pavement, scrub seal, slurry seal, utility adjustments, and replacement/new traffic loops. Q U • Signing, striping, and site clean-up. LL O O C 8-1.03 WORK SITE MAINTENANCE -- Contractor shall comply with the °- provisions in Section 7-8, "Work Site Maintenance", of the Standard Specifications. a m L To Subsection 7.8.1, "Cleanup and Dust Control," of the Standard Specifications, add the rc following: E d Dust control shall hereby be defined as the elimination and/or control of dirt, dust, mud a and debris from propagating or spreading onto properties, private or public, adjacent to the 3 Project and Contractor's work areas. a No separate payment will be made for any work performed or material used to control dust resulting from the Contractor's performance of the work, or by public traffic, either inside or outside the right-of-way. z o Construction activities will take place in fully developed residential neighborhoods and O along a roadway within a commercial district. Dust Control shall be strictly enforced. Contractor 0 ? shall at all times keep a water truck or other equipment at the job site in working order capable of performing dust control for the duration of the Contract period. Subject to paragraph two of Subsection 7.8.1, "Cleanup and Dust Control," of the Standard Specifications, Contractor is y required to furnish and operate a self-loading motor sweeper with spray nozzles a minimum of once each work day, when and where required for proper dust control, and as directed by the Engineer. Cost for furnishing and operating sweeper (including those instances in addition to the a minimum requirements) shall be included in the various Contract bid items of work involved and d no additional compensation will be allowed therefor. a N Dust control shall be performed a minimum of four times a day for the duration of the Contract period: twice in the morning and twice in the afternoon (time periods to be equally .6 spaced), and as directed by the Engineer. Dust control performed by the Contractor in addition to ct the minimum daily requirement and at the direction of the Engineer, shall be considered as included in the various Contract bid items of work involved and no additional compensation will o be allowed therefor. N I Performing the minimum dust control required by the Contract will in no way relieve the ua, Contractor from his responsibility for providing adequate dust control measures. r E Full compensation for conforming to the requirements of Dust Control including all labor, equipment, tools, materials, and incidentals shall be considered as included in the various a Contract bid items of work involved and no additional compensation will be allowed therefor. SP-40 S.I:e 8-1.04 WATERING -- Watering shall consist of developing a water supply and furnishing and placing all water required for work done in the Contract. T Full compensation for conforming to the requirements of Watering shall be considered as included in the various Contract bid items of work involved and no additional compensation will LL be allowed therefor. ° 0 8-1.05 DEVELOP WATER SUPPLY -- Work shall consist of developing a water supply and for furnishing and placing all water required for work done in the Contract, including water z used for Extra Work. d Full compensation for developing a water supply and for furnishing and placing all water d required for work done in the Contract, including Extra Work, shall be considered as included in a the various Contract bid items of work involved and no additional compensation will be allowed A therefor. a 8-1.06 PROJECT LOCATION -- See separate bound Plans. N N Z 8-1.07 GEOTECHNICAL INVESTIGATION -- Salient portions of the Materials y Reports for K Street and Medical Center Drive are available through the City's Engineering o QOffice. Contact Mr. Ted Rigoni, Principal Engineer, at (909) 384-5198, or rigoni te(a.sbcitv.org, a for information. a v w a N 8-1.08 APPROVED MATERIALS -- Whenever the expression "or approved — equal" is used, it shall be taken to mean the approval by the City Engineer of any substitution of a material or material specified herein. All substitution requests shall state the reason for the a request and the difference in price between the item specified and the requested substitution. 4 All substitution requests shall be submitted to the City Engineer or designee in writing five (5) working days prior to the bid opening. No requests for substitutions will be considered by telephone. ° 06 The Contractor shall submit to the Engineer for review and approval six (6) copies of all shop drawings. ° 0 ° N The Contractor shall make any corrections to shop drawings required by the Engineer. a N C d ® 8-1.09 CITY-FURNISHED MATERIALS -- CITY furnished material, when t applicable as specified in other sections of these Special Provisions, shall comply with the = { following: a SP-41 Packet Pg..476 Materials, if furnished by the CITY, will be made available as specified in thes Special Provisions. The Contractor is responsible for loading, unloading, hauling and handling, and placing CITY-fumished materials. D The Contractor shall inspect and assure itself of the amount and soundness of such materials. 0 c The Contractor will be held responsible for all materials furnished to it, and shall pay ° all demurrage and storage charges. CITY-furnished materials that are lost or damaged from any cause whatsoever shall be replaced by the Contractor. The Contractor will be liable to the t CITY for the cost of replacing CITY-furnished material and such costs may be deducted from any monies due or to become due the Contractor. E m M a 8-1.10 PRE-BID INQUIRIES -- NO ORAL representations or interpretations will be made to any Bidder as to the meaning of the Special Provisions, Plans, any addenda, or other a Contract Documents. Written requests for an interpretation, or to identify a potential omission, discrepancy, or misunderstanding will be accepted if received by 5:00 p.m. of the 5'h working day prior to the day of the proposed bid opening. N If there are any questions regarding this Project, please contact: z 0 City Engineer's Office o San Bernardino City Hall 300 North"D" Street, 3`"Floor a San Bernardino, CA 92418 w a RE: PAVEMENT REHABILITATION ON FIVE CITY STREETS: "K" STREET, FROM — OAK STREET TO RIALTO AVENUE, PLAN NO. 128011 SS 11-011 ); EVANS a STREET, FROM WESTERN AVENUE TO MT. VERNON AVENUE, PLAN NO. 12807 ( SS a 12-017 ); 15TH STREET, FROM WESTERN AVENUE TO MT. VERNON AVENUE, PLAN NO. 12808 ( SS 12-016 ); MAGNOLIA AVENUE, FROM WESTERN AVENUE TO MT. VERNON AVENUE, PLAN NO. 12809 ( SS 12-005 ); and MEDICAL CENTER DRIVE, FROM HOME STREET TO 16rn STREET, PLAN NO. 12817 ( SS 11-003 ) w ° ° 06 ° Attention: Ted Rigoni ° Tel: (909) 384-5198; Fax: (909) 384-5190 N E-mail: rigoni_te @sbcity.org a c m E U U SP-42 Packet Pg.477 SECTION 9 © 9-1 TRAFFIC CONTROL U LL r O C 9-1.01 GENERAL -- The Contractor shall comply with Section 7-10, "Public -O Convenience and Safety", of the Standard Specifications for Public Works Construction, latest a edition, and these Special Provisions. L m z Warning signs, lights, cones, barricades and devices for use in performance of work upon d highways shall conform to the most recent "California Manual on Uniform Traffic Control Devices". a. A Prior to the Preconstruction meeting, the Contractor shall submit to and obtain a written approval from CITY, for traffic control and traffic detour plans, before commencing work operations on a street. Traffic control plans shall be based on the most 6 recent "California Manual on Uniform Traffic Control Devices". The initial Traffic Control Plan submittal shall be made by the Contractor to the Engineer a minimum of five (5) working days prior to the Preconstruction meeting. o y Construction operations will take place within a residential neighborhood, and a o commercial area. Access to adjacent properties may be interrupted during working hours, as pre- a approved by the Engineer, for the accomplishment of the Work. However, overnight vehicular a access to adjacent properties shall be re-established by the Contractor unless otherwise allowed W by the Engineer. N All temporary traffic striping and maintenance shall be done by the Contractor, including a placement of temporary tape on all crosswalks. The Contractor shall restore all existing striping a. to original configuration, and as directed by the Engineer. v All warning, regulatory and construction signs shall be fully reflectorized. The traffic cones to be used shall be thirty-six inches (36") in height, rubber or plastic, and be reflectorized. All work areas that remain after dusk shall be properly lighted to the satisfaction of the Engineer. w 0 The Contractor shall take all necessary measures to maintain a normal flow of traffic to prevent accidents and to protect the work throughout the construction stages until completion of the work. The Contractor shall be responsible for implementing an approved traffic control plan, N for each of the five roadways, based on the most recent "California Manual on Uniform Traffic a Control Devices". y d Contractor shall make the necessary arrangements to provide and maintain barriers, cones, barricades, construction warnings,regulatory signs and any other safety control devices, including a flagmen. The Contractor shall take measures necessary to protect all other portions of the work SP-43 Packet Pg.478- during construction and until completion, providing and maintaining all necessary b barricade lights and striping, including crosswalks. In addition to the foregoing traffic control and safety measures, the Contractor shall 9 immediately implement any measures requested by the Engineer defined as necessary to ensure the proper flow of traffic,the protection of the public and/or the safety of the workers. X C 0 C The Contractor shall maintain at all times the ability to respond to calls from the Engineer, including during non-working hours to replace or provide additional traffic control or safety Z devices as required. z d z All places of business and residences along the streets that are within the limits of any work shall be notified by the Contractor in writing at least seven (7) days prior to commencement of work. This notification shall explain the sequence of work and indicate any restrictions to a parking and access. Written notification shall be given to all places of business and residences at least 48 hours in advance of commencing work that will affect access to and from their properties. a The Contractor shall notify all local authorities of his intent to begin work, in writing, at least seven(7) days before work is begun. N Arrow boards shall be properly placed on all lane closures on arterials and collectors, z regardless of posted speeds, volumes or visibility, or as otherwise required by the Engineer. Solar N powered lighted-associated arrow boards are required on overnight detours in residential areas. o K The Prime/ subcontractor(s) shall submit traffic control plans one (1) week prior to a issuance of lane closure approvals as issued by the Engineer. Traffic Control plans, traffic signal, w striping/legends work and materials shall be in accordance with CITY standards, the current N California Manual of Uniform Traffic Control Devices (MUTCD), the current California Joint Utility Traffic Control booklet (CJUTC), and the current Work Area Traffic Control Handbook a (WATCH) manual. All methods, plans, and layouts shall be approved by the Engineer. Nothing n in these Special Provisions shall be construed as relieving the Contractor/ subcontractor from its a responsibility to provide for the safety and convenience of traffic and the public during construction. In the event of conflict,the order of precedence shall be as follows: a. Project Special Provisions o b. CITY-approved Traffic Control Plans c. Current CA MUTCD d. Current CA WATCH manual ° e. Current CJUTC booklet f Current Standard Specifications a N Contractor shall implement the Traffic Control plans for daytime work only. In the event E that the plans need to be used during the hours of darkness, the traffic control devices shall be illuminated to retro-reflectorized. Adequate lighting shall also be provided along the work zone. a SP-44 The Engineer reserves the right to observe field conditions and to make necessary ch in the field, at Contractor's cost. i © All temporary traffic control advance warning signs shall be 36" X 36" minimum. Traffic :' control signs on arterials with an approach speed of 45 mph or higher shall be 48"X 48". M All conflicting signs, striping and pavement markers shall be covered and/ or removed `o during construction. The covers shall be removed from the signs and striping and pavement markers shall be in place after the completion of construction. 'a m All temporary traffic control devices shall be weighted in place or double-based to prevent overturning. E d Channelizers shall be spaced at 20 feet O.C. within 300 feet of an intersection. At areas a where work is taking place, on curves, or areas of head on conflict, the channelizer spacing shall be reduced in half. a All traffic control signs installed on sidewalk shall either be secured to an existing street light pole or a separate pole with a minimum height of seven(7) feet to the bottom of the sign. N The Contractor/ subcontractor shall notify the Engineer a minimum of 48 hours before z implementing the approved Traffic Control plans. g T) QTemporary NO PARKING signs, when applicable, shall be properly posted at least 72 a hours prior to commencement of work. a All Contractor/ subcontractor shall properly replace with thermoplastic all traffic y pavement markings and striping that has been disturbed by the work. Conflicting striping and — legends shall be properly and completely removed. Traffic signal loops that are affected or a damaged by the work activities shall be replaced in-kind within seven(7) calendar days. a a d Final paving for trench repair within a roadway shall be completed within 20 working days S of backfill and temporary paving. Final paving after cold milling or micro-grinding operations shall be completed within seventy two (72)hours. m ° 0 9-1.02 TURN RESTRICTIONS -- The Contractor shall post appropriate signs restricting turns when directed to do so by the Engineer. ° 0 N 9-1.03 PARKING RESTRICTIONS -- Unless otherwise provided herein, the w Contractor may post temporary "NO PARKING" signs within the area of work as required to © facilitate construction operations, subject to approval of the Engineer. E M Personal vehicles of the Contractor's employees shall not be parked on the traveled way at a any time. SP-45 S.I.e The Contractor shall furnish, maintain, and install (seven days prior to the start of work) all "TEMPORARY NO PARKING" signs with the duration of the no parking time written on © them. The Contractor will be responsible for posting, removing, and maintaining these signs as required for this Project. U. The Contractor shall cooperate with local authorities relative to handling traffic through oc the area and shall make his own arrangements relative to keeping the working area clear of parked s vehicles. The Contractor shall obtain prior approval from the Engineer for removal of vehicles. m L 9-1.04 TRAFFIC LANES -- Traffic lanes shall have a minimum width of 10 feet. m A minimum shoulder width of 2 feet shall be provided adjacent to curbs, posts and other similar m obstructions, and 5 feet shall be provided adjacent to any excavation, unless otherwise authorized a by the Engineer. T A 3 6 9-1.05 PUBLIC CONVENIENCE -- During the progress of work, adequate provisions shall be made by the Contractor to accommodate the normal vehicular and pedestrian traffic along streets, roads, and highways, immediately adjacent to or crossing the work, so as to cause a minimum of inconvenience to the general public. Convenient access to abutting z properties shall be maintained and remain open, unless approved by the Engineer. g N 0 9-1.05a WORK ON K STREET -- Apartments, a Market, and three schools front K a Street within the Project limits. Contractor shall be mindful of these existing public and private a facilities, and to conduct his operations so as to limit his impacts on the operations of these w facilities to the greatest extent possible. In addition, Contractor shall adhere to the following: w 1) For work done at Belleview (west), in the vicinity of the K street Market, Contractor is to rc provide a minimum of 4' clearance for Market patrons to access the Market entrance at all a times. Contractor is to place and maintain at least one sign stating"Business Open During v Construction," minimum 3' by 3' in size, visible to the public. Contractor is not to park, except for loading/ unloading purposes, his construction equipment along K Street at the Market, but may park along Belleview. For work done in the vicinity of the entrance to the apartments at the southwest quadrant of the Belleview (west) intersection, Contractor is to provide a minimum of 4' clearance for Apartment dwellers and visitor access to the steps to the Apartments at all times. Contractor shall place flexible orange construction ° fencing to delimit his work areas and access to the Apartments and Market. ° 2) For work done in the vicinity of schools along K Street, Contractor is to note the 2 following: a N a. For work near Richardson Prep Hi Middle School (Contact: Ms. Natalie Raymundo, Principal, (909) 388-6438): E o The school has assessment testing, all day, between April I' and the first few a days in May. Contractor shall refrain from high noise generating activities during those times (such as pile driving), in the vicinity of the school. SP-46 Packet Pg. 481 • The school year ends on May 23d,with school resuming in August. • Soccer is played on the school's fields on Saturdays, and the school's parking lot is used on those days. O • As a magnet school, most students are bussed to and from the campus. School D busses park along northbound K Street along the school's property. The largest concentration of theses busses (13 busses) park during Monday, Tuesday, LL Wednesday and Friday (from 1:45 pm to 2:30 pm) and on Thursday (from 2:15 0 pm to 3:00 pm). Contractor's activities during these times shall occur elsewhere along the street(no work in the bus loading zone during these times). w b. For work near Allred Children's School (Contact: Ms. Rosa Lee Tubbs, Child s Development Coordinator, SBCUSD, (909) 388-6307): o Vehicles back up in the northbound direction on K Street during parts of the day d due to Lytle Creek Elementary School, immediately north of the flood control d channel, impacting egress from the school's northerly exit. a c. For work near Lytle Creek Elementary School (Contact: Ms. Ana Applegate, Principal, w (909) 388-6382): a • The school has assessment testing, all day, which ends on May 28'. Contractor shall refrain from high noise generating activities near the school during those times. • School drop off/pick up times are from approximately 8:30 am to 9:00 am and 3:30 pm to 4:00 pm. Contractor's activities during these times should occur elsewhere along the street if possible. g • Sections of sidewalk and driveway approach near/ adjacent to the school are to 0 © be removed and replaced, due to deterioration, which may slightly impact a pedestrian access to the school. Contractor shall provide access around all his a work activities for pedestrians and students at all times. w d. And applying to all Contractor activities along K Street: N • For the localized portions of the street repair, that work may take place during — week days; however, the general street overlay, scrub seal and slurry seal work a shall be scheduled to occur on Saturdays, if school is in session during the a week. d • The SBCUSD's School District's Safety Officer, Mr. Eric Vetere (909) 381- 1193, is to be contacted two weeks prior to the start of the work, and informed of the planned construction activities • Contractor shall provide all Schools a two-week notice prior to the start of work. ° m • Contractor shall refrain from high noise generating activities during testing periods when in the vicinity of a school (such as cold milling). Contractor shall ° coordinate with all schools as to the best times to undertake noise generating activities adjacent to schools. a V) 9-1.05b WORK ON MEDICAL CENTER DRIVE -- Several churches, a school and numerous residential properties front Medical Center Drive within the Project limits. Contractor shall be mindful of these existing public and private facilities, and to conduct his operations so as to limit his impacts on the operations of these facilities to the a I� P p greatest extent possible. In addition, Contractor shall adhere to the following: SP 47 "Packet Pg.482 1) For work done at Home Street on Medical Center Drive, in the vicinity of the Martin Luther King School (Contact: Ms. Marie Espinoza, Transportation Supervisor, (909) 388- ' 6125): • School busses exit the school's northerly driveway, to make left and right turns out of the parking lot. Contractor is limit sight distance obstructing activities in LL this vicinity to the greatest extent possible, and shall not obstruct ingress/egress 5 during school hours of operation, unless otherwise pre-approved by the °- Engineer. • The school year ends on May 23d, with school resuming in August. s • For the localized portions of the street repair and full depth reclamation, that work may take place during week days; however, the slurry seal work shall be d scheduled to occur on Saturdays, if occurring while school is in session. d • The SBCUSD's School District's Safety Officer, Mr. Eric Vetere (909) 381- a 1193, is to be contacted two weeks prior to the start of the work, and informed 9 A of the planned construction activities. a • Contractor shall provide the School a two-week notice prior to the start of work. • Contractor shall refrain from high noise generating activities during testing periods when in the vicinity of a school (such as pile driving). • Contractor is not to work adjacent to the school until the summer session begins, z 2) For work done at the 7s' Day Adventist Church along Medical Center Drive in the vicinity N of the Martin Luther King School (Contact: Mr. Ken Middleton(909) 888-0084): o Oo Church members take access to the church parking lot from driveways along a both Medical Center Drive and 16" Street. While Contractor is to do asphalt a pavement, full depth reclamation, bus pad and driveway work in this vicinity, w he is to coordinate with the Church and inform of his planned activities, and y limit impacts to the greatest extent possible to the facility. — o Contractor shall provide the School a two-week notice prior to the start of work. a 3) For residential properties that front (take access from) Medical Center Drive, due to the a nature of the full depth reclamation work, access to these properties will be interrupted. a Contractor is to conduct his full depth reclamation work activities so as not to disrupt motor vehicle access to these properties for longer than 10 calendar days. CITY may elect, at its option, to direct Contractor to re-establish motor vehicular access to these properties during the 10 calendar day window, under the terms of Extra Work, per the Standard Specifications. Contractor is to notify all residents/ property owners along Medical Center Drive of his scheduled activities a minimum of two weeks prior to initiating the full depth reclamation work. ° S ° N 9-1.06 FLASHING ARROW SIGNS -- The Contractor shall furnish and maintain y flashing arrow signs (FAS) during lane closures or detours on streets. The Engineer shall E determine when FAS is required at any location. E C a I SP-48 Packet Pg. 483 9-1.07 LANE CLOSURE -- The Contractor shall not close more than one (1) at a time. The Contractor shall submit traffic control plans and obtain written approval from the Traffic Engineer prior to lane closure. No traveled lane will be closed without authorized approval given by the Engineer. If any traveled lane or road is allowed to be closed by the Engineer, the Contractor shall install signs to LL notify the public of days and times that traveled lanes or roads will be closed seven (7) days in cc advance of the lane or road closure. w If lane closures are approved by the Engineer, the full width of the traveled way shall be r open for use by public traffic from 4:00 p.m. to 8:30 a.m., all day for Saturdays, Sundays, and 01: designated legal holidays; after 3:00 p.m. on Fridays (unless otherwise approved by the Engineer) a and the day preceding designated legal holidays; and when construction operations are not d actively in progress on working days. a v m The Contractor shall furnish, install, and upon completion of the work, remove all signs a and warning devices required for directing, protecting, and detour of the public during construction. n Emergency vehicles shall be permitted access at all times to any street. Z Z Unless otherwise authorized by the Engineer, pedestrian access shall be permitted to pass 2 to through the work area, or an approved detour shall be provided. Safe and adequate pedestrian o access to all business establishments shall be continuous and unobstructed unless otherwise a �✓ approved by the Engineer. a u a. a N 9-1.08 PAYMENT -- Full compensation for furnishing, installing, modifying, — moving and removing signs, lights, flares, barricades, providing and modifying a traffic control a plan to meet Contractor's operations, traffic control devices, orange construction fencing, a "Business Open During Construction" signs and maintaining access to K Street Market and d a Apartments, resident notifications of pending work, all as necessary to expedite passage of public and pedestrian traffic through the work areas, shall be considered as included in the Contract Lump Sum bid price paid for "TRAFFIC CONTROL" per Bid Schedule, and no additional compensation will be allowed therefor. C The provisions in this Section may be modified or altered if, in the opinion of the Engineer, public traffic will be better served and work expedited. Said modifications or C alterations shall not be adopted until approved in writing by the Engineer. Such approved modifications or alterations shall be adopted immediately and shall be considered paid in full as a a part of the Contract Lump Sum bid price paid for "TRAFFIC CONTROL", per Bid Schedule, H and no additional compensation will be allowed therefor. E C g a SP-49 Packet Pg.484 S.Le SECTION 10 10-1 MOBILIZATION v LL G 10-1.01 GENERAL -- Mobilization shall comply with the requirements of Section 0C.2 9-3.4, "Mobilization", of the Standard Specifications. a Mobilization may include,but not be limited to,the following principal items: 1. Submittal and modification,as required, of the Construction Schedule covering the five E roadways. > 2. Providing a Project Office. a 3. Review of the work sites. 3 4. Obtaining all required Permits. a 5. Submittal of all required insurance certificates and bonds as required by these Special Provisions. 6. Written notification to adjacent property owners/residents prior to start of work. 7. Moving onto the sites, including, but not limited to: a. Equipment o b. Arranging for and erection of Contractor's work and storage areas. 8. Installing construction fencing and temporary construction power and wiring. 0 9. Providing a minimum of one restroom facility for each twenty-five (25)workers occupying the site. Facilities may include existing functioning restrooms, or portable U chemical facilities, or any combination thereof, and shall count as one for each urinal a or one for each water closet(as required). 10. Installing all temporary utilities (as required). 11. Establishing required fire protection provisions. a 12. Posting all OSHA required notices and establishment of safety programs. 13. Posting of all Department of Labor notices. 14. Having the Contractor's superintendent at the job sites full-time and responding a 24 hours per day. 15. Air and water quality protective measures, as necessary, and without limitation. 16. Potholing and other research and review as necessary to verify site conditions and o utility locations. o 17. Clean up and demobilization of the work sites. o 18. Any other item as specified. o N The cost of bonds, insurance, move in and move out costs, preparation and submission of w submittals, obtaining encroachment permits, and miscellaneous incidental costs, shall be included c in the Bid Item provided for mobilization and demobilization and incidental project costs as a EO QLump Sum item, for which 75 percent (75%) will be eligible for inclusion in the first progress payment, with the remaining 25 percent(25%) not eligible for inclusion until 100 percent(100%) a of the work has been completed and if progress of the work is satisfactory. SP-50 Packet Pg. 485 No work shall be started without prior approval of the submittals. Failure to comply with © the preceding requirement will be sufficient ground for the Engineer to stop all work on the :' Project until the requirements are met. 2 C O 10-1.02 NOTIFICATION OF RESIDENTS -- Contractor shall notify in person and with printed notification (in English and Spanish language), at least ten (10) working days prior to commencing work, all agencies, firms, institutions, postal service, residents, hospitals, schools, L stores, utilities and waste disposal service fronting or affected by the work. Additional printed notification (in English and Spanish language) shall be given not less than forty-eight (48) hours d prior to performing any work which will restrict property access, close or partially close the d street, or which will restrict or disallow street parking. All schools and churches shall receive a seven (7) working days notification prior to performing any work which will restrict property 2 access. 3 a Contractor shall coordinate with the school district for pick-up and drop-off of school children, waste disposal collection, the postal service to ensure delivery of mail, and churches for weekly or special activities, to ensure that his activities impact such adjacent uses to the least practicable amount. z 0 ra The printed notices shall contain a general description of the work to be done and the date > © that the work is to be done. The notices shall also include a statement that parking will be a restricted as called for on the "NO PARKING" signs to be posted along the street. All public a notices shall be reviewed and approved by the Engineer prior to distribution. W a N Contractor shall also post printed "NO PARKING-TOW AWAY" signs at one-hundred- foot(100') maximum spacing along each side of the affected street for forty-eight(48) hours prior a to the commencement of the street improvement work. Contractor shall document the day, date a and time the "NO PARKING" signs were posted. Posting of signs on trees and utility poles shall m not be allowed. v a N The signs shall contain the day, date, hours and vehicle code, that parking will be prohibited on that particular street, CVC 22651L and CVC 22654D. The signs shall be removed i immediately upon completion of work that will prohibit parking. 0 r j The printed notices and the "NO PARKING" signs shall be furnished by the Contractor. C N f 10-1.03 PROGRESS SCHEDULE -- The requirements in Subsection 6-1, "Construction y 1 Schedule and Commencement of Work," of the Standard Specifications, are amended as follows: E © The Contractor shall submit to the Engineer a progress schedule within five (5) working a days after award of Contract, and within five (5)working days of the Engineer's written request at any other time. ! SP-51 Packet Pg.486 s' l Subsequent to the time that submittal of a progress schedule is required in accordance with these Special Provisions, no progress payments shall be made for any work until a satisfactory Contract schedule has been approved, in writing,by the Engineer. U i d LL 10-1.04 PAYMENT — The Contract Lump Sum bid price paid for "MOBIIdZATION", per Bid Schedule, shall be deemed to include all the cost of work in 3 advance of construction operations, as defined within this Section and not directly attributable to any specific bid item, and no additional compensation will be allowed therefor. s d rx E E m m a a T A 3 Q r r N N Z O V) O a J Q U W a N F Q a a m v c 0 .o ui W rn 0 06 0 r 0 0 N N a y c E E L U F Q SP-- ' PacketPg.487 SECTION 11 © 11-A CLEARING AND GRUBBING U E LL 11-A.1.01 GENERAL -- Clearing and grubbing shall comply with Section 300-1, o "Clearing and Grubbing", of the Standard Specifications and these Special Provisions. Clearing and grubbing shall include, but not be limited to the following items as shown on s the Plans, as specified in these Special Provisions, or as directed by the Engineer: d 1. Removal and replacement or removal, capping and disposal, of removed landscape irrigation works where encountered and as directed by the Engineer. a 2. Removal and disposal of interfering portions of trees, shrubs, plants, turf, a miscellaneous vegetation or other local features that interfere with the prosecution of the work, as directed by the Engineer, including vegetative growth in cracks and joints in the street and PCC flatwork(curb, gutter, sidewalk, cross gutter, driveway approach, etc.). Contractor is to limit his removal of existing landscaping to the greatest extent possible, again, except for vegetative growth within the street and public travelled way Z otherwise to be removed. 4 O 3. Removal and disposal in full or in part existing driveway approaches and/or a driveways, cross gutters, spandrels, access ramps, sidewalk, curb, and curb and gutter, a per the Plans, including saw cutting, and as directed by the Engineer. W a N 4. Removal and clean up of Project area trash during the course of the Project. — 5. Removal and clean up of all traffic stripes, crosswalks and pavement markings by a micro-grinding, or wet sandblasting, as directed by the Engineer. 9 6. Vegetation spraying within the Project limits. 7. Removal and disposal, or removal and replacement/re-establishment of existing chain link fencing to accommodate Portland cement concrete ADA bypass sidewalk. 0 r 8. Removal, salvage and delivery to the CITY yard existing sign and post, where noted _ per Plan and as directed by the Engineer. a 9. Removal and disposal of interfering portions of any partial or full metal posts W encountered within sidewalks or the travelled way. E Nothing in these Special Provisions shall relieve the Contractor from his responsibilities as Z' provided in Section 7-10, "Public Convenience and Safety", of the Standard Specifications. a SP-53 ..Packet Pg:488 Vegetation spraying shall be used to kill all growth, including brush, grass and emanating from the pavement, gutter or sidewalk through cracks or joints. A minimum of 14 days prior to any work performed on the pavement, vegetation shall be ?' sprayed with a systemic contact-type herbicide for broadleaves or grasses, such as "RoundUp Pro," manufactured by Monsanto Chemical, or equal approved by the Engineer. The application LL of the herbicide shall be performed in accordance with all applicable regulations. Any and all `o fines or clean-up costs for unlawful misuse or discarding of herbicides shall be the sole responsibility of the Contractor. Mixtures and spread rates for the herbicides shall be determined by the manufacturer's specifications. Wash down of equipment or discarding of herbicides shall t not be allowed to enter catch basins or positive drainage facilities. 0 d All removed materials, not specifically requested to be salvaged, shall become the a property of the Contractor and shall be legally disposed of outside of the right-of-way in a accordance with Section 300-2.2, "Unsuitable Materials", and Section 300-2.6, "Surplus jMaterial', of the Standard Specifications. a The Contractor shall deliver salvaged material to the City Yard, at 234 South Mountain o View Avenue, San Bernardino, CA 92404. The Contractor shall contact the Engineer at (909) 384-5166, 48 hours prior to hauling. The Contractor shall provide equipment, as required, to safely load and unload the salvaged materials. 0 11-A.1.02 PAYMENT -- The Contract price paid for "CLEARING AND a GRUBBING, shall be considered as full compensation for providing all the tools and equipment a and for doing all the work involved per the Plans, the Standard Specifications, these Special w { Provisions, and as directed by the Engineer, and shall be considered as included in the various COO- Contract bid items of work involved and no additional compensation will be allowed therefor. — I a a a i 1 � m � c a I n I 0 0 0 i ° a N c v U N Q SP-54 Packet Pg.4a9 s I j 11-B REMOVE TREE 11-A.1.01 REMOVE TREE --_Remove Tree shall consist of removing those trees d indicated on the Plans or as directed by the Engineer, including felling of tree, grinding the stump, LL removal of interfering portions of the roots and removal of all wood (unless otherwise o designated), limbs and debris, and area cleanup. o All removals shall conform with "CLEARING AND GRUBBING" of these Special Provisions. 0 c Any wood logs resulting from tree removal or tree trimming operations shall become the E0 0 property of the property owner, if said property owner requests to have the wood. Should said a property owner so request, the wood shall be neatly stacked on his property at a location a designated by the Engineer and in lengths typical of normal tree removal operations (i.e. 6 to 8 a foot lengths). If the property owner does not want the wood, it shall become the property of the Contractor and shall be disposed of outside CITY right-of-way as specified in Subsection 300- 1.3, "Removal and Disposal of Material." The Engineer shall contact the property owners to n determine which owners desire to have the wood. N N 2 O 11-B.1.02 PAYMENT -- Full compensation for conforming to the requirements of > "REMOVE TREE," per Bid Schedule, including furnishing labor, tools, equipment, and x /materials necessary for accomplishing the work complete and in place, grinding of stump, felling a of tree, removal of interfering portions of tree roots, area clean up, and disposal of wood shall be considered as included in the Contract unit bid price per Each and no additional compensation y shall be allowed therefor. a. a V m v c 0 a in r" atl a 0 0 n 0 0 m N a rn c w E N Q SP-» Packet Pg.490 SECTION 12 12-1 UNCLASSIFIED EXCAVATION d 12-1.01 GENERAL -- Unclassified excavation shall comply with Section 300-2, `o "Unclassified Excavation," of the Standard Specifications and these Special Provisions. s Unclassified excavation shall apply to removal of portions of the pavement and underlying t sub-base/ subgrade materials at the locations shown on the plans to design grade, or as specified in the field by the Engineer, and shall conform to the Standard Specifications. The areas d indicated on the plans for removal and replacement may be sawcut and removed, or milled and d removed, as approved by the Engineer, unless the plans identify otherwise. Where directed by the a Engineer, additional asphalt concrete or underlying sub-base/ subgrade shall be removed to correct a subsurface problem. a The Contractor shall provide all unclassified excavation necessary for the curbs, gutters, sidewalk,ADA bypass, cross gutters, spandrels, driveways, driveway approaches, curb ramps and street paving, as indicated on the Plans and described in these Special Provisions. Excess and/or unsuitable materials shall be removed from the work sites by the Contractor. 0 Ri This work items shall also include grading areas where Asphalt concrete and Portland cement concrete pavement and/or sub-base/subgrade materials have been removed, where shown a on the Plans or as directed by the Engineer. a U The Contractor may use milling/ planing as a method for removal of deteriorated N pavement when the areas indicated for removal are large enough (a minimum of the machine — drum width), and when pre-approved by the Engineer. a a Delete the second paragraph of Subsection 300.2.8, "Measurement," of the Standard d Specifications and substitute the following: a n Measurement of Unclassified Excavation will be based on the volume it occupied prior to excavation. Disagreement regarding volume measurements shall be resolved prior to excavation. Ga Any re-measuring or resurveying required as a result of disagreement will be at Contractor's m expense. o 0 Asphalt and concrete pavement shall be removed to clean straight lines before replacement to ensure that all areas are accessible to equipment used to compact replacement material. o N The areas and quantities shown on the Plans and these Special Provisions are given only for the Contractor's aid in planning the work and preparing bids. The Engineer shall designate the limits to be removed and these designated areas shall be considered to take precedent over the a areas shown on the Plans. No guarantee is made that areas or quantities shown will equal the areas or quantities designated by the Engineer. SP-56 Packet.Pg.491 1 i At the end of each day, the Contractor shall submit to the Engineer an itemized list of the removal areas, the individual cubic yard removal volumes, and the total volume of the removal O areas completed for that day. No payment shall be made for areas of over excavation unless 9 previously approved by the Engineer. LL All removed materials shall become the property of the Contractor and shall be legally OC disposed of outside of the right-of-way in accordance with Section 300-2.2, "Unsuitable 4 Materials", and Section 300-2.6, "Surplus Material", of the Standard Specifications. m t This work items includes all grade to drain, where shown on the plans, including disposal of any surplus materials not incorporated into the work. m E d All embankments and subgrades shall be compacted in accordance with Section 300-4.7, a "Compaction," of the Standard Specifications and these Special Provisions. ? 3 a 12-1.02 STOCKPILES -- the Contractor shall be responsible for locating and securing permission to use any site it deems necessary for the stockpiling of materials. Prior to placing any materials on private property, the Contractor shall submit to the Engineer written permission from the property owner for such stockpiling. 0 Where stockpile sites are located in areas adjacent to residential or noise sensitive areas, o the Contractor shall take measures to minimize construction related noise during the early A.M. a hours, which may include performing preparatory operations for the following day's work on the a night before. The Contractor shall conduct its operations in these areas to conform to the sound w control requirements located elsewhere in these Special Provisions. N Necessary precautions, including preparatory cleaning of stockpile sites and covering z stockpiles, shall be taken as required to ensure that stockpiles do not become contaminated with IL oversized rock, clay, silt, or excessive amounts of moisture. All materials deposited shall be done s in an orderly manner, minimizing the space required and progressing from the farthest corner of the site to the access point. The stockpiles shall be kept in areas that readily drain. Stockpiles shall be physically separated and deliveries shall be monitored and controlled to prevent mixing of materials or aggregates. ,o° 0 j The stockpile areas shall be thoroughly cleaned, removing all excess material and all 1 material contaminated by spilled oil, and left with a neat, orderly appearance upon completion of ° operations in that area. a 12-1.03 PAYMENT -- the Contract bid price paid per Square Foot for "PAVEMENT REPAIR," with various pavement section thicknesses to be removed and d j Q repaired per Bid Schedule, shall be considered as full compensation for providing all materials, Z tools and equipment, sawcutting and/or milling/planing if approved by the Engineer, disposal of a removed materials including any sub-base, all requirements associated with stockpiling and ! stockpile areas, delivery of the salvaged Asphalt concrete pavement to a CITY-designated site, SP-57 Packet Pg.492 I and for doing all the work involved, per the Plans, the Standard Specifications, these S 1 Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. ' c The Contract bid price paid per Square Foot for "REMOVE PORTLAND CEMENT CONCRETE PAVEMENT (MEDICAL CENTER DRIVE)," shall be considered as full LL compensation for providing all materials, tools and equipment, sawcutting, disposal of removed o C materials, and for doing all the work involved, per the Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. L m The Contract bid unit price paid for "UNCLASSIFIED EXCAVATION" shall be d considered as full compensation for providing all materials, tools and equipment, sawcutting and/or milling/planing if approved by the Engineer, disposal of removed materials including any a sub-base/ subgrade, all requirements associated with stockpiling and stockpile areas, grade to E drain and disposal of surplus materials and for doing all the work involved, per the Plans, the a Standard Specifications, these Special Provisions, and as directed by the Engineer, shall be considered as included in the Contract price paid for the various bid items of work involved and no additional compensation will be allowed therefor. N Costs of compaction testing ordered by the Engineer shall be paid for as follows: z 0 1. Tests which do not meet the required relative compaction shall be paid for by the o OContractor, as a deduction from this Contract. The Contractor shall pay the price at the a same rate that the City is charged by the testing soils lab. a 8 W 2. Tests which do meet the required relative compaction shall be paid for by the City. w a a v a a a v r_ aS m 0 06 0 r 0 0 0 N_ a m c m E L U Q SP-58 PacketPg.493 SECTION 13 © 13-A UNCLASSIFIED FILL U LL C O C 13-A.1.01 GENERAL -- Unclassified fill shall comply with Section 300-4, c "Unclassified Fill", of the Standard Specifications and these Special Provisions. .o m L Placing of fill materials shall be in accordance with Section 300-4.2, "Preparation of Fill Areas", and Section 300-4.5, "Placing Materials for Fills", of the Standard Specifications. d E m The Contractor shall provide all unclassified fill necessary for curbs, gutters, cross gutters a and spandrels, sidewalk, ADA bypass, driveways, driveway approaches, curb ramps and street 9 paving, as indicated on the Plans and described in these Special Provisions. Excess and/or a unsuitable materials shall be removed from the site by the Contractor. o Where unclassified fill and grading is necessary in preparation for laying concrete or asphalt concrete, it shall be made with clean material which shall be solidly compacted to avoid future settlement. z 0 N Unclassified fill shall include grade to drain, where noted per Plan, these Special o © Provisions and as directed by the Engineer, and disposal of any surplus materials not incorporated a into the work. a W W Outside the traveled way, in areas to receive concrete, soil shall be compacted to a relative N density of not less than 90%. — Backfill under the traveled way shall be compacted to a relative compaction of a minimum a of 95%per CITY Std. No. 310. Embankments outside the traveled way, in areas not to receive concrete or asphalt concrete pavement shall be compacted to a relative density of not less than 90%. 06 All embankments and subgrades shall be compacted in accordance with Section 300-4.7, "Compaction," of the Standard Specifications and these Special Provisions. 0 Imported borrow material shall conform to the provisions of Section 300-3.5-1, "Requirements", of the Standard Specifications. a iL d E ® L u Q SP-59 PacketPg:494 I 13-A.1.02 PAYMENT -- The Contract bid price paid for "UNCLASSIFIED FILL," shall be considered as full compensation for providing all materials, tools and equipment, and for 9 doing all the work involved in placing and compacting unclassified fill, including grade to drain 1 where called for on the plans, including disposal of surplus materials not incorporated into the LL work, per the Plans, the Standard Specifications, these Special Provisions, as directed by the co Engineer, and shall be considered as included in the various Contract bid items of work involved c2 and no additional compensation will be allowed therefor. 'a m r Cost of compaction testing ordered by the Engineer shall be paid for in the following manner: E E m 1. Tests which do not meet the required relative compaction shall be paid for by the a Contractor, as a deduction from this Contract. The Contractor shall pay the price at the W same rate that the CITY is charged by the testing soils lab. a 2. Tests which do meet the required relative compaction shall be paid for by the CITY. n N N Z O T Ir 7 a J a U W IL N F d' a IL 9 m V C a w n m 0 C6 0 n 0 0 N a c v E O t U a SP-60 © SECTION 13-B FULL DEPTH RECLAMATION (MEDICAL CENTER DRIVE) v d u= c 0 13-13.1.01 GENERAL — Full Depth Reclamation (Medical Center Drive) shall be performed in accordance with Section 300-1.3, "Removal and Disposal of Materials," and Section 301-3, 'PORTLAND CEMENT TREATED MIXTURES," of the Standard Specifications and as 2 described within these Special Provisions. d For the Medical Center Drive Number 2 (outside) southbound lane, full depth reclamation E work includes removal and delivery to a CITY-designated yard, 5" of the existing Asphalt concrete pavement, pulverizing the remaining Asphalt pavement, sub-base and subgrade a a minimum 12" deep, re-grade, remove and export surplus material and compact roadbed to approximately 7" below finish elevation, spread and mix in place material, cement and water to a 10" below existing depth (to 17" depth overall from original pavement surface), compact the mixture, cure 7 days, and place minimum 6" HMA pavement to original grade, followed by a Type 11 slurry seal of entire roadway, to the lines, grades and dimensions shown on the plans, N these Special Provisions, and as directed by the Engineer. y Z 0 For bidding purposes, the cement content of the completed subgrade mixture shall be Q 6 percent by weight of the dry material. 0 a J Removal of the top 5" of the Asphalt concrete pavement shall be as specified in Section v 12-1, "UNCLASSIFIED EXCAVATION," of these Special Provisions. Payment for removing a 5" of the Asphalt concrete pavement for Full Depth Reclamation (Medical Center Drive) shall be T paid separately per "REMOVE AND SALVAGE EXISTING ASPHALT CONCRETE PAVEMENT, 5"," per Bid Schedule, of these Special Provisions. a a d Asphalt Concrete shall be as specified in Section 14-1, "ASPHALT CONCRETE," of these Special Provisions. Payment for Asphalt Concrete for Full Depth Reclamation (Medical a Center Drive) shall be paid separately per "CONSTRUCT ASPHALT CONCRETE PAVEMENT, 6","per Bid Schedule, of these Special Provisions. 0 Type II Slurry Seal shall be as specified in Section 43-1, "SLURRY SEAL," of these o Special Provisions. Payment for Slurry Seal for Full Depth Reclamation (Medical Center Drive) e shall be paid separately per "SLURRY SEAL (TYPE II)," per Bid Schedule, of these Special o Provisions. N a y Contractor shall complete the full depth reclamation work (starting from removal of existing AC pavement to pulverizing, mixing, cement treating, curing, micro-cracking to s placing Asphalt concrete pavement, separate from any PCC flatwork or bus stop pad g construction), along Medial Center Drive,within 10 calendar days. a SP-61 Packet Pg. 496 For residential properties that front (take access from) Medical Center Drive, due t nature of the full depth reclamation work, access to these properties will be interrupted. Contractor is to conduct his full depth reclamation work activities so as not to disrupt motor ® vehicle access to these properties for longer than 10 calendar days. CITY may elect, at its option, i to direct Contractor to re-establish motor vehicular access to these properties during the 10 calendar day window, under the terms of Extra Work,per the Standard Specifications. Contractor LL is to notify all residents/property owners along Medical Center Drive of his scheduled activities a u minimum of two weeks prior to initiating the full depth reclamation work. .2 9 'a w t Add to Section 301-3, "PORTLAND CEMENT TREATED MIXTURES," of the Standard Specifications,the following: m E d The Engineer may order an increase or decrease in the amount of specified cement a content. If such increase or decrease is ordered, the compensation payable to the Contractor for E cement treatment will be increased or decreased on the basis of the cost of cement per ton, f.o.b. a the cement mill (including sales tax)plus the freight cost per ton, for delivery of the cement to the project from the mill. In determining the cost of cement, a cash or trade discount offered or available will be credited to the CITY notwithstanding the fact that the discount may not have been taken by the purchaser. N Z The Contractor shall furnish the Engineer satisfactory evidence of the cost of cement used °—� on the project during the period involved in the ordered change in cement content. The o (^ Contractor shall maintain records that enable a clear determination of the cost of cement used a v during the period. The Contractor's records pertaining to the cost of cement shall be open to Q inspection or audit by CITY representatives during the life of the Contract and for not less than w 3 years after completion thereof. The Contractor shall retain the records for that period. w If the price of cement as determined from the Contractor's records is, in the opinion of the a Engineer, excessive or if the Contractor does not furnish satisfactory evidence of the cost of a cement, the Engineer will determine the price to be the lowest wholesale cost at which cement v would be available in the quantities concerned delivered to the job site, less discounts available. r The quantity of cement subject to increased or decreased compensation will be the difference between the specified theoretical quantity of cement and the theoretical quantity of cement ordered by the Engineer. No additional adjustment of compensation will be made for variations in the cost of work resulting from the change in the quantity of Portland cement. C Material to be treated shall be scarified and thoroughly broken up by means of equipment N constructed and operated to leave an undisturbed plane at a uniform depth below the surface a shown on the typical cross section. Precautions shall be taken to avoid forming furrows of loosened material below the referenced plane and to obtain a uniform condition of the material for E C the full width to be treated. z a SP-62 Packet Pg.497 Before the addition of cement and water to the material, rocks greater than 2-1/2 inc� size shall be removed and the cost of removing rocks will be paid for as Extra Work as provided in Section 3-3, "EXTRA WORK," of the Standard Specifications. Cement shall not be spread upon the prepared material more than 4 hours ahead of the road-mixing operation. M c 0 c Cement shall be uniformly spread by mechanical equipment in the amount necessary to —° meet the cement content requirements. m z No traffic other than the mixing equipment will be allowed to pass over the spread cement until after completion of mixing. E S The cement content of samples taken from time to time from the mixtures spread on the a roadbed shall not vary above or below the specified cement content more than one percent of the A weight of the dry material as determined by California Test 338. a The treated mixture shall be spread to the required planned width, grade and cross section. The mixture may be spread and compacted in one layer. N Cement treated material shall be compacted to a relative compaction of not less than z 95 percent. N O 0 Not more than 2 hours shall elapse between the time water is added to the material and a cement and the time of completion of initial rolling. a w w Compacting equipment shall be adequate to produce the required compaction within the w operation time limits specified. o: Rolling shall be performed in such a manner that the finished surface shall be true to the a required grade and cross section within the surface tolerance specified. Areas inaccessible to rollers shall be compacted to the required compaction by other means satisfactory to the Engineer. �c Areas where new Portland cement concrete bus pads will be constructed shall be constructed to accommodate an 8" PCC bus pads placement to final grade (top of approximate cement treated soil at 8" below finish grade, a reduction in cement treated section thickness of ° approximately 2", to 9"thick. N o. The finished surface of cement treated material shall not vary more than 0.08-foot above y or below the grade established by the Engineer. The thickness of cement treated material shall E Onot be more than 0.05-foot thinner than the planned thickness at any point. ! Full compensation for applying a curing compound, if used, in curing areas where cement a treatment has been performed shall be considered as included in the contract BID price paid per SP-63 'Packet Pg.498.. square yard for FULL DEPTH RECLAMATION (MEDICAL CENTER DRIVE), an separate payment will be made therefor. �i 13-B.1.02 MICROCRACKING CEMENT TREATED SUBGRADE -- After the initial 24 hours of the moist curing period, the finished cement treated subgrade (CTS) course LL shall be tested to determine the stiffness of the layer. The stiffness measurement of the CTS shall o be determined using an approved device, such as the Humboldt Stiffness Gauge (HSG), or °- equivalent. One test will be made along each 100 ft. section of the street. The test location shall be marked with paint for later retesting. If the initial HSG readings are in the range of 50 to 60 s (MN/m) then microcracking of the CTS course shall begin. If the readings are below the stated range, the CTS course shall be allowed to cure for an additional 24 hours and stiffness readings d obtained at the end of the 24 hour period and prior to the commencement of microcracking operations. a a A Microcracking of the CTS shall be accomplished by a 12 ton steel-wheel vibratory roller, a travelling at a speed of approximately 2 mph and vibrating at maximum amplitude (or as directed by the Engineer). The section shall have 100% coverage exclusive of the outside 1 foot so as to induce minute cracks in the CTS. The microcracking operations may be terminated when a minimum 40% reduction in the stiffness of the CTS course is achieved as compared to the initial (pre-cracked) readings. After one pass of the vibratory roller, the stiffness of the CTS shall be z determined. Based on the target total stiffness minimum reduction of 40%, it will be decided if additional passes are required. Additional passes of the steel roller may be required to achieve the o desired crack pattern or section modulus as determined by the Engineer. The CTS course shall be a tested for stiffness after each additional rolling. It is anticipated that the roller will have to make a between approximately 1-4 passes to achieve the required reduction in stiffness. m a N After cessation of microcracking the CTS section shall be cured for a period of at least 48- - 72 hours. a a 13-13.1.03 MEASUREMENT -- FULL DEPTH RECLAMATION (MEDICAL v m a CENTER DRIVE) shall be measured by the Square Yard. The area in Square Yards will be cc determined from measurement of the finished surface of cement treated material. The measurement will be made parallel to the ground slope. a 13-13.1.04 PAYMENT -- The Contract unit Bid price paid per Square Yard for"FULL DEPTH RECLAMATION (MEDICAL CENTER DRIVE)," shall include full compensation for furnishing all labor, materials (including cement in the amount specified), tools, equipment, ° and incidentals, and for doing all the work involved in pulverizing the remaining existing o structural section to 12"depth after removal of the overlying 5" of Asphalt concrete pavement,re- o grading the subgrade to 7" below original grade and export of surplus materials, in furnishing, placing, mixing, spreading, compacting and curing cement treatment, microcracking the cement E treated subgrade, absent removal of 5" of Asphalt concrete pavement, new Asphalt concrete © pavement and Slurry seal, as shown on the Plans, as specified in the Standard Specifications and a these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-64 PacketPg.499' SECTION 14 © 14-A ASPHALT CONCRETE U LL C O C 14-A.1.01 GENERAL -- Asphalt concrete shall comply with the requirements of Section 203-6, "Asphalt Concrete", and Section 302-5, "Asphalt Concrete Pavement", of the Standard Specifications and these Special Provisions. L m The Performance Grade of the asphalt concrete shall be PG 64-10. Where dense graded d asphalt is being constructed in two or more layers, the asphalt concrete pavement for the base E. course shall be B-PG 64-10. Where dense graded asphalt is being constructed in a single layer or a" for a finishing course or asphalt concrete overlay, the asphalt concrete pavement shall be C2-PG 64-10. A tack coat shall be applied, as directed by the Engineer. N r 14-A.1.02 PAVEMENT REPAIR shall comply with the requirements for z ASPHALT CONCRETE and AGGREGATE BASE as specified herein, as shown on the Plans H and where directed by the Engineer. The existing localized portions of failed pavement structural o Osection, as shown on the plans and when directed by the Engineer, shall be removed to a a minimum depth of 4" below existing street grade (remove Asphalt concrete pavement to reach a underlying aggregate base material/ structural section material; per the Plans, where removals are m in an area that is to be milled, the removals are to be done after milling operations, providing for N an effective removal depth of a minimum of 2 1-2" of asphalt pavement (after milling is conducted)). Asphalt pavement may be removed by sawcutting and removal of the existing a pavement section, or by milling, as per Plan and as approved and directed by the Engineer. a 9 m Backfill for trenching under the traveled way shall be compacted to a relative compaction a of a minimum of 95% per City Standard Plan No. 310. Aggregate base, crushed, where specified �+ on the Plans or as directed by the Engineer, shall comply with requirements of Section 200-2, "Untreated Base Materials", and Section 301-2, "Untreated Base", of the Standard Specifications and these Special Provisions, for crushed aggregate base. Crushed rock for aggregate base shall be'/4-inch. C For the localized portions of the street repair,that work may take place during week N days; however,the general street overlay work shall be scheduled to occur on Saturdays. a i N C 14-A.1.03 CRACK SEALING (ASPHALT CONCRETE PAVEMENT) -- within each roadway's Project limits, all cracks larger than 1/4" shall be cleaned and sealed with a hot- a applied rubberized asphalt sealant, prior to placement of final Asphalt concrete overlay or slurry SP-65 seal, as appropriate. The Engineer shall have the final determination as to which cracks sh sealed. Crack sealing will not be required for those portions of roadways to be overlain by a Scrub seal, unless otherwise directed by the Engineer. > LL C O With each delivery of crack treatment material to the job site, submit: `o 1. Manufacturer's name L 2. Production location 3. Product brand or trade name 4. Product designation E d 5. Crack treatment trade name a 6. Batch or lot number 9 7. Maximum heating temperature a Crack treatment material must be delivered to the job site premixed in cardboard containers with meltable inclusion liners or in a fully meltable package. Heat hot-applied crack r treatment material in compliance with the manufacturer's instructions. Comply with the manufacturer's application instructions. z 0 The crack sealing material shall be rubberized crack seal by "Crafco," or Engineer- a roved a equal. © PP 9 a a The entire limits of the roadway shall be machine swept within 24 hours prior to crack 0 LU treatment. Cracks must be clean and dry before treating. Before treating, blast cracks with oil- y free compressed air at a pressure of at least 90 psi. r If the pavement temperature is below 40 °F or if there is evidence of moisture in the crack, a use a hot air lance immediately before applying crack treatment. The hot air lance must not apply v flame directly on the pavement. a N Cracks 3/8" inch wide to 1-1/2" wide, shall be cleaned full depth by blowing operations prior to applying sealant. The sealant shall be applied in accordance with the manufacturer's instructions. If after 2 days the crack treatment is more than 1/4 inch below the specified level, or the sealant fails, or the crack re-opens, re-treat the crack. 0 Cracks greater than 1-1/2" wide shall be cleaned full depth by routing and blowing operations prior to applying the sealant. A tack coat must be applied to the edges and filled with a a fine asphalt concrete hot mix. v ^ Immediately remove crack treatment material spilled or deposited on the pavement v surface. a SP-66 Before opening to traffic, apply sand or the manufacturer's recommended detacki agent to tacky crack treatment material within the traveled way. Sweep excess sand before opening to traffic. Sand applied to tacky crack treatment material must be clean, free of clay, and comply with: LL 0 0 c Sand Gradation 2 Sieve Size Percent Passing No. 4 100 No. 50 0- 30 m No. 200 0 - 5 a T m 14-A.1.04 TACK COAT -- Tack coat shall be applied in compliance with Sub- Section 302-5.4, "Tack Coat" of the Standard Specifications, and as directed by the Engineer. A b n 14-A.1.05 ADJUST UTILITY FRAME AND COVER, AND WATER VALVE COVER, TO GRADE -- Adjusting utility frames and covers to grade after completion of paving z shall be in accordance with Sub-Section 301-1.6 "Adjustment of Manhole Frame and Cover Sets to Grade", of the Standard Specifications, SECTION 46, "ADJUST UTILITY FRAME AND o COVER TO GRADE" of these Special Provisions, and as directed by the Engineer. a J a Adjusting water valve covers to grade after completion of paving shall be in accordance W with SECTION 25A, "Adjustment of Water Facilities" of these Special Provisions, and as H 3 directed by the Engineer. All debris and foreign material shall be removed from the cover in accordance with Sub- Section 301-1.6, "Adjustment of Manhole Frame and Cover Sets to Grade," of the Standard 9 Specifications. a 1 � The pavement surrounding the frames and covers shall meet the smoothness requirement as specified in Sub-Section 302-5.8, "Manholes (and other structures)", of the Standard e`° 0 ' Specifications. ; 14-A.1.06 ADJUST NON-CITY UTILITY FRAME AND COVER/VAULT o Adjusting non-city utility frame and cover/ vault frames and covers to grade after completion of N paving shall be performed by others. a N 14-A.1.07 SOIL STERILANT -- The Contractor shall submit a proposal for a pre- © emergent herbicide soil sterilant, with dye, and approved for use in California,to the Engineer for review and approval. The Contractor shall provide proof of registration for use in California a which can be verified by accessing the California Department of Pesticide Regulation website at: SP-67 Packet Pg. 502 s.i.e ham://www.cdpr.ca.gov/docs/label/labelque.htm#regprods Review and approval by the Engineer of the soil sterilant to be used on this Contract is for administration purposes only and does not relieve the Contractor from responsibility for providing and applying a suitable State registered soil sterilant in quantities and rates sufficient E for its intended purpose. `o C 0 Contractor shall apply soil sterilant using spray equipment that provides good mechanical agitation and even coverage of the area to be treated. Spray equipment shall be calibrated before s material is applied. The Engineer shall be the sole evaluator of the effectiveness of the spray equipment before and during sterilant application, and the Engineer's decision concerning the use of the equipment on this Contract shall be final. If in the opinion of the Engineer, the sterilant applicator and application is not sufficient for the job, the Contractor shall immediately adjust, a repair, or replace the spray equipment (and/or rate of application) to the satisfaction of the °. A Engineer and at the Contractor's expense. a Contractor shall apply soil sterilant to the area(s) to be covered by asphalt concrete pavement, as shown on the plans, or as directed by the Engineer. Soil sterilant shall be applied at the rate specified by the manufacturer for the intended purpose, and repeated, as necessary, as r recommended by the manufacturer. Great care shall be taken to apply soil sterilant to the designated areas only. °- N Asphalt concrete may only be placed after proper application and placement of soil a sterilant and only as recommended by the manufacturer. It should be noted that some a manufacturers require more than one soil sterilant application separated by a specific time period w to be effective. N The dye shall not stain concrete or masonry where visible. a a Full compensation for conforming to the requirements of Soil Sterilant shall be considered m as included in Contract bid price paid for the various items of work involved and no additional compensation will be allowed therefor. r" al m 14-A.1.08 PAVEMENT REPAIR (K STREET, SOUTH OF OAK STREET) DELETABLE ITEM -- shall comply with the requirements for ASPHALT CONCRETE and AGGREGATE BASE as specified herein, and as directed by the Engineer. The existing localized ° portions of failed pavement structural section, adjacent to the Richardson Middle School, south of N Oak Street, when directed by the Engineer, shall be removed to a minimum depth of 4" below a existing street grade (remove Asphalt concrete pavement to reach underlying aggregate base N material/ structural section material. Asphalt pavement may be removed by saw cutting and E removal of the existing pavement section, or by milling, as approved and directed by the Engineer. The underlying sub-base and subgrade shall be compacted to a minimum 95% relative a compaction, before the Asphalt concrete pavement is placed. SP-68 PacketPg. 503 As this is a Deletable work item (Pavement repair on K Street south of Oak Street work shall only occur upon written direction from the Engineer. Upon written direction to proceed with the work, Contractor shall coordinate his work activities with the Richardson School O Principal so as to limit impacts to the School to the greatest extent possible. For bidding purposes, Contractor is to assume a 5' wide by 300' long section of pavement to be removed and replaced. 2 c 0 c 0 14-A.1.09 PAYMENT -- The Contract unit bid price paid per Ton for I "CONSTRUCT ASPHALT CONCRETE PAVEMENT," and "CONSTRUCT ASPHALT A CONCRETE PAVEMENT OVERLAY," thickness per Bid Schedule, shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the m work involved in furnishing, placing and compacting pavement material, sweeping roadway prior m to crack treatment, cleaning out all cracks, furnishing and installing crack sealing, sand for a tackifying operations, sweeping excess sand, tack coat, adjustment of utility frames and covers to E grade, as required, replacing survey markers in new pavement, forms, formwork and its disposal, a all complete in place, per the Plans, the Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. The Contract unit bid price paid per Square Foot for "PAVEMENT REPAIR," per Bid Schedule, shall include full compensation for furnishing all materials, tools, equipment and z incidentals, and for doing all the work involved in furnishing, placing and compacting pavement v2—, material, sweeping roadway prior to crack treatment, cleaning out all cracks, furnishing and o Qinstalling crack sealing, sand for tackifying operations, sweeping excess sand, tack coat, a adjustment of utility frames and covers to grade, sawcutting and removing, or milling and a removing existing asphalt pavement as required, disposal of removed materials, furnishing w additional aggregate base material if necessary, scarifying, placing and compacting underlying N base or subgrade materials prior to pavement placement, replacing survey markers in new — pavement, all complete in place, per the Plans, the Standard Specifications, these Special a Provisions and as directed by the Engineer, and no additional compensation will be allowed a therefor. d 9 G Cost of compaction testing ordered by the Engineer shall be paid for in the following manner: �e 1. Tests which do not meet the required relative compaction shall be paid for by the Contractor, as a deduction from this Contract. The Contractor shall pay the price at the same rate that the CITY is charged by the testing soils lab. ° 0 m 2. Tests which do meet the required relative compaction shall be paid for by the CITY. a W Adjusting water valve enclosures to grade following the Contractor's paving operations 5 shall be considered as included in the Contract unit bid price paid per Each for "ADJUST EXISTING WATER VALVE COVER TO GRADE", and no additional compensation will be x allowed therefor. a SP-69PacketPg.504 14-B POLYMER MODIFIED ASPHALT SURFACE SEALER(SCRUB SEAL) i © D I 14-13.1.01 GENERAL — The work shall include but not be limited to furnishing all labor, tools, materials and equipment for the application of the Polymer Modified Asphalt Surface LL Sealer(Scrub Seal),Grading B. o C 0 Aggregate shall to conform to Section 37-1, "Seal Coats," of the CALTRANS Standard Specifications and these Special Provisions. This work item shall be done in the following order: t Preparing the pavement surface including spraying herbicide, removal of vegetation and other deleterious matter and sweeping; protecting existing valve frames and covers; applying the d Polymer Modified Asphalt Surface Sealer and scrubbing the applied emulsion sealer with a scrub d broom as specified herein; applying aggregate, brooming the aggregate with a secondary broom a when specified, rolling the aggregate; and sweeping up and disposing of excess aggregate off of E the job site. The specifics for each of these work evolutions is as identified herein. a 14-B.1.02 PREPARATION -- Prior to the Scrub Seal operation on city streets the Contractor shall remove any and all vegetation within the limits of the pavement to be scrub sealed by applying an approved herbicide. The herbicide shall be applied at least 14 days prior to the scrub seal operation, or as directed by the manufacturer of the approved herbicide, as z identified within Section 11-1, "CLEARING AND GRUBBING,"of these Special Provisions. N Prior to the Scrub Seal operation, the Contractor shall entirely remove all existing a �+ thermoplastic striping, thermoplastic legends and raised pavement markers within the scrub seal a limits. Removals shall be done by wet sandblasting or micro-grinding, as approved by the w Engineer. When removing the raised pavement markers the Contractor shall remove excessive N adhesive left on pavement caused from the removal of raised pavement markers. Removal shall be done to the satisfaction of the Engineer. Additionally, as part of the preparatory activities, z Contractor shall cold mill/ micro-grind and remove all heaving cracks and bumps as directed by oa the Engineer. d n c Crack sealing will not be required for those portions of roadways to be overlain by a Scrub seal, unless otherwise directed by the Engineer. Crack sealing will be required where scrub seal operations are terminated prior to roadway intersections, however, as directed by the o Engineer. C e n Prior to the Scrub Seal operation, all personnel covers, drain inlet covers, monument b covers, and all other utility covers shall be protected from the Contractor's scrub seal operations N by applying a sheet of plastic, cut to fit, placing a plastic bag over the exposed facilities, or other H methods approved by the Engineer. All traces of plastic, residual emulsion and chips shall be removed from all personnel covers, drain inlet covers, monument covers, and all other utility me Q covers as quickly as possible, after the application of the scrub seal, prior to final acceptance of the Project. a SP-70 PacketPg. 505 Immediately prior to the scrub sealing operations, the Contractor shall sweep the Project area with vacuum assisted power brooms or as otherwise approved by the Engineer. Areas that have been patched (pavement removed and replaced) shall receive a fog seal at the © discretion of the Engineer. At least 48 hours prior to the beginning of scrub seal operations, the Contractor shall LL notify all affected property owners, residents, businesses and agencies by an Engineer-approved, o` written notice, per Section 10-1.02, "NOTIFICATION OF RESIDENTS," of these Special Provisions. m L In the vicinity of schools, localized portions of the street repair work may take place during week days; however, the general street scrub seal work shall be scheduled to occur m on Saturdays. M a a 14-13.1.03 PRE-QUALIFICATION -- Per Section C of these Special Provisions, the a Contractor shall: a) have a minimum of three (3) years experience in the application of Polymer Modified Asphalt Surface Sealer as applied to scrub-seal; or b) have successfully completed at least three (3) scrub seal projects utilizing the scrub-broom to the satisfaction of their clients. The Engineer's decision as to whether information submitted by the Contractor meets the qualifications above shall be final. 0 N O 14-13.1.04 APPLICATION -- All incidental work such as surfacing of driveway a aprons and returns shall be done concurrently with the surfacing of the street proper. The scrub a seal shall be applied 0"-4" from the lip of the gutter. Where a curb exists without gutter, the w scrub seal shall be applied 0"-4" from the face of curb when receiving a cape (Slurry seal). If a y cape is not specified then the scrub seal shall be placed from edge of pavement to edge of — pavement. Where no curb or gutter exists, the scrub seal shall be applied from edge of pavement z to edge of pavement. The edges of the limits of the scrub seal application on both sides of the a street shall be maintained in a neat and uniform line. Scrub seal shall not be applied on concrete d gutters or pads unless directed by the Engineer. a N Polymer Modified Asphalt Surface Sealer shall be applied when ambient temperature is above forty (40) degrees Fahrenheit and rising. The polymer modified asphaltic rejuvenating w emulsion shall not be placed if the ambient temperature during the twenty four (24) hour curing period is expected to be below twenty-five (25) degrees Fahrenheit. The termination time of application shall be determined by the Engineer. ° 0 ro The areas to be scrub sealed shall have the Polymer Modified Asphalt Surface Sealer a applied with a distributor truck to the pavement surface at a rate of 0.25 to 0.40 gallons per square y yard. For cul-de-sacs, turnout pockets, elbows and curve returns the use of the scrub broom will d not be required. The actual emulsion sealer application rate required will be determined by the E pavement surface condition and the aggregate used. Recommended application rate ranges for a both aggregate and emulsion are shown in Table I herein. The actual application of the emulsion SP-7l sealer shall be recommended by the manufacturer's representative, with the Engineer determ the final application rate. Q The Polymer Modified Asphalt Surface Sealer temperature when applied shall be at a minimum of 110 degrees Fahrenheit. For smaller areas the emulsion sealer may be applied with a O) wand. The emulsion sealer shall be immediately broomed to fill cracks and voids. The emulsion M scrub broom shall be as described in the following Section. c 0 14-B.1.05 SCRUB BROOM EQUIPMENT -- Immediately following the application of the emulsion sealer to the road surface, the material shall be scrubbed with a scrub broom for the purpose of forcing the emulsion sealer into the existing surface and distributing the emulsion m sealer evenly over variable road surface contours. IL IL The scrub broom frame shall be constructed of metal. The scrub broom shall be attached E to and pulled by the distributor truck. The scrub broom must be equipped with the means to a mechanically raise and lower the scrub broom off and onto the road surface at designated points of completion and start up. It shall be towable in an elevated position to the next area of construction. The weight of the broom assembly shall be such that it does not squeegee the emulsion sealer off the roadway surface. z Z Unless otherwise approved by the Engineer, the conformation for the scrub broom shall be as N identified within Appendix A, "Exhibit A, PASS Scrub Broom," and as follows: c ® rc IL • The main body of the scrub broom shall be a minimum of 6'-9"wide and 8'-0" deep. a • The maximum width of the rigid frame at any point shall not exceed 8'-0". w • The depth shall not exceed 10'-0". ai • The nearest and furthest members, paralleling the back of the spreader truck, and diagonal F members shall be equipped with street brooms. a • The leading member and the trailing member shall have broom heads angled at 15 degrees v off the centerline of the supporting member. • The diagonal members shall have broom heads attached in line with the centerline of the a supporting member. Each individual street broom attached to the scrub broom assembly shall be 3 %z" w x 6 '/2" h x 16" L and have stiff nylon bristles. Bristle height is to be maintained at a minimum of 5". o, 0 • The scrub broom shall be equipped with a min. of 2- hinged wing assemblies attached to 0 the main body, not to exceed 4'-6" in total per side, with diagonals and equipped with o street brooms. S N The maximum rigid frame width and the hinged wing extensions shall not exceed a y maximum width of 16' (ft), and shall maintain the scrubbing process evenly as contours and cross-sections change across the existing road surface. 0 © The Contractor shall supply a scrub broom as described for the purpose of scrubbing the Polymer Modified Asphalt Surface Sealer within the Project limits. If the Contractor fails to SP-72 Packet Pg. 507 supply the scrub broom specified, the Project shall be shut down until the Contractor supplie required equipment in full operation. Shut downs resulting from the failure to provide the specified scrub broom shall not excuse the Contractor from the provisions of Contract working © days. U m The application of the Polymer Modified Asphalt Surface Sealer and the scrub broom Z operation shall cease 40' (ft) prior to the end of the street section or controlled intersection. The `o remaining emulsion sealer shall be drug out by the scrub broom, and the remaining emulsion sealer required to complete the pass shall be applied only by the spread truck (boot truck), at the specified rate. t d Immediately following the scrubbing of emulsion sealer, aggregate shall be applied at the a rate specified. The rate shall be adjusted up or down so that no "bleed through" occurs during d rolling. The aggregate shall be spread evenly by a mechanical spreader. a T The aggregates screenings rate of application and corresponding emulsion spread rates a shall conform to the following as shown in Table I below. Table I Aggregate Application Rate Emulsion Spread Rate N Z For Grading A= 18—241bs/sy .23 gals/sy- .26 gals/sy g For Grading B = 23—27 Ibs/sy .26 gals/sy - .31 gals/sy o O For Grading C =25 —31 lbs/sy .29 gals/sy- .38 gals/sy a a U A minimum of two self-propelled pneumatic-tired rollers shall be used for the required y rolling of the aggregate. The pneumatic-tired rollers shall be in good working condition and — actively rolling at all times during the scrub seal operation. The pneumatic-tired rollers shall be a a minimum 5 tons. The pneumatic-tired rollers shall be operated in such a manner to prevent the a dislodging of newly applied aggregate. d D C Power sweeping shall be done before the end of the day after scrub seal operation to remove any excess loose aggregate. During the sweeping process the Contractor shall use a backpack blower to clear driveways, gutters, cross gutters and sidewalks of excess aggregate at m the end of each day until the street is micro surfaced. The Contractor shall wait a minimum of three days after the scrub seal application before applying other surface treatments as specified unless otherwise directed by the Engineer. 0 m The Contractor shall exercise care to prevent oil from being deposited on concrete a surfaces. Each day the Contractor shall remove oil from the surfaces not designated to be caped. w No additional streets shall be scrub sealed until this clean up has been performed. The method of d the oil removal shall be approved by the Engineer. E ♦.r/ x a SP-73 Packet Pg. 508 i j 14-B.1.06 TRAFFIC CONTROL — for Polymer Modified Surface Seal (Scrub areas, Traffic Control shall comply with the requirements of Section 9-1 of these Special a Provisions and as identified herein. CContractor shall install temporary raised pavement markers once the scrub seal is cured d until the roadway surface is ready for permanent raised pavement markers. After placement of LL the scrub seal, Contractor shall post 25 mph signs for the roadway prior to opening to vehicular `o traffic and until the roadway receives its next or final surfacing treatment. H m 14-B.1.07 STOCKPILE SITES AND CONSTRUCTION ZONE — The sites for stockpiling shall be clean and free of objectionable materials and shall be located outside the d street right-of-way. Arrangements for these sites shall be the responsibility of the Contractor. If a on private property, a written agreement shall be provided by the Contractor to the Engineer prior a to commencing operations. For purposes of this Contract, the construction zone is defined to be the stockpile area, the area to be sealed, and all streets and public rights-of-way in between. a 14-B.1.08 EQUIPMENT — The following equipment to be used for the scrub-seal A shall be as follows: Z A. An asphalt distributor for application of the emulsion sealer shall have a full circulation spray H bar that is adjustable to at least sixteen (16) feet wide in two (2) feet increments and capable c © of heating and circulating the emulsion simultaneously. It must have computerized rate a control for adjusting and controlling the application from the cab that is adjusting by .01 a gallons per square yard increments. The distributor shall also be equipped with a volume W measuring device and a thermometer for measuring the emulsion temperature in the tank. N B. A Scrub Broom, described herein, shall be used to scrub the emulsion sealer after application. a a C. A self-propelled aggregate spreader with front discharge that can evenly distribute aggregate. e 0 D. A minimum of two (2)pneumatic rollers weighing at least five (5)tons each. N A E. Two(2) mechanically powered kick-brooms or vacuum type brooms. m 0 F. A back pack blower for removing excess chips during the sweeping operation. e 14-B.1.09 MATERIALS -- The asphalt emulsion shall be a polymer modified N rejuvenating Emulsion with a latex polymer, rejuvenating agent and asphalt and shall meet the w following specifications. The polymer shall be PA-AS-I, a product of Polymer Science of America, or Engineer-approved equal. In addition to meeting the following specifications, E Qsuppliers offering an equal must demonstrate by test results that their product softens the asphalt treated. Sources of data must come from an independent study performed by a governmental a SP-74 agency or university study on rejuvenating emulsions. The final decision on acceptance sh made by the Engineer _ Exception to AASHTO T59: Bring the temperature on the lower thermometer slowly to 350° F plus or minus 10° F. Maintain at this temperature for 20 minutes. Complete total distillation ; in 60 plus or minus 5 minutes from first application of heat. 0 (2) Elastic Recovery @ 10° C (50° F): Hour glass sides, pull 20 cm, hold 5 minutes then cut, let R sit 1 hour. _ (;)Tensile Strength Determination: Samples for testing for tensile strength in accordance with 2 ASTM D412 shall be cut using a die dumbbell at a crosshead speed of 20 in/min. v (4) Latex Testing: Suitable substrate for film formation shall be polyethylene boards, silicone rubber sheeting, glass, or any substrate which produces a cured film of uniform cross-section. a Polymer film shall be prepared from latex as follows: a a Resistance to Swelling: Polymer films shall be formed by using a 50 mil drawdown bar and drawing down 50 mils of the latex on polyethylene boards. Films shall be cured for 14 days at 75°F and 50% humidity. Samples for resistance to swelling in rejuvenating agent shall be 1" by 2" rectangles cut from the cured film. Cut at least 3 specimens for each sample to be tested for swelling. Fill 3- 8 oz ointment tins with at least a %" deep of rejuvenating agent. Swelling o samples shall be weighed and then placed in the ointment tins on top of the rejuvenating v, Q agent. Then, add at least another %2" deep of rejuvenating agent over each of the latex samples. The ointment tins shall be covered and placed in an oven at 104°F for the specified a- 48 hours +/- 15 minutes. The ointment tins are allowed to cool to 75°F and then the latex a films are removed from the tins. Unabsorbed rejuvenating agent is removed from the intact a latex film by scraping with a rubber policeman and blotting with paper towels. If the latex H film does not remain intact during removal from the tins or while removing the unabsorbed rejuvenating agent the sample shall be rejected. After the rejuvenating agent is removed from a the samples they are then weighed. Percent swelling is reported as weight increase of the polymer film; report mass increase as a percent by weight of the original latex film mass upon exposure of films to the recycling agent. a a6 rn 0 e 0 0 ro N_ a N C d 0 0 a SP-75 PacketPg. 510 14-B.1.10 — RECYCLING AGENT — The recycling agent shall meet the following specifications: Test Specification Viscosity, 140F, CST 50-175 0 Flash Point, F, COC 380 Min. o Saturate, %by wt. 30 Max a Asphaltenes 1.0 Max. Test on Residue v E Weight Change, % 6.5 Max. a Viscosity Ratio 13 Max a 14-B.1.11 MATERIAL CERTIFICATION AND TESTING -- The emulsion manufacturer, through the Contractor, shall submit to the CITY certification that the emulsion meets the specification. The latex manufacturer, through the emulsion supplier and the N Contractor, shall submit to the CITY test results from the specified laboratory, certification that 7 the latex is cationic, meets the required specifications, and that it is supplying the latex for the o Project. The CITY will not accept test results dated more than 90 days from the date of bid On Q opening. a The Refinery refining the recycling agent, through emulsion supplier and the Contractor, a shall submit to the CITY test results on the recycling agent and certification that the recycling a agent meets the required specifications. '? The Refinery supplying the certification shall be an affiliate or subsidiary of an approved a CALTRANS asphalt supplier. The product supplied shall be refined under a Quality Assurance and a Quality Control environment as required by CALTRANS. a Polymer film required for testing shall be prepared in accordance with these Special Provisions by Momentum Technologies Inc., 1507 Boettler Rd., Uniontown, OH 44685, or Engineer-approved equal. The polymer films used for testing shall be derived from the same 1 0 quart sample received from the manufacture of the latex. Both the swell test and the tensile test o shall be performed by Momentum Technologies Inc., or Engineer-approved equal. The refinery g manufacturing the recycling agent shall submit to the laboratory testing the latex a one quart S sample of the recycling agent for use in the swell test. N a Certifications and test results on the emulsion, latex and recycling agent shall be submitted to the CITY and approved by the CITY five(5) days prior to supplying material. ® The recycling agent used for the test shall be supplied and certified by TRICOR Refining, located in Bakersfield California, or Engineer-approved equal. SP-76 Prior to and during the Project the CITY may require one quart samples of both the finished emulsion and the latex used in the emulsion. The CITY may, at its sole discretion, withdraw samples from the supplier's storage tanks and submit to the CITY's designated :' laboratory for testing. All testing shall be at the CITY's expense. d LL C O 14-B.1.12 AGGREGATE — Aggregate Screenings shall conform to the following requirements prior to placing on the roadway. a m t v *Screening Aggregates—shown by Gradint! Type and 'Go passing v E d Grading A B C a 1/4 X#10 5/16 X#8 3/8 X#6 1/2 (12.5 mm) 100 100 100 3 a 3/8 (9.5 mm) 100 100 90- 100 #4 (4.75mm) 60 - 80 35 - 55 5 -20 #8 (2.36mm) 0- 15 0 -10 0- 7 #16 (1.18mm) 0 - 5 0- 5 0- 5 #30 (600 um) 0 - 4 0-4 0-4 0 #200 (75 um) 0 - 3 0 - 3 0- 3 v, a. * Grading Type shall be that specified in the Bid Schedule a J a Screenings shall also conform to the following quality requirements: w a ul Test California Test Requirements z Los Angles Rattler Loss at 500 a rev. (max.) 211 40% v Cleanness Value min. 227 80 Percentage of Crushed 205 100% articles m 0 Basis for rejection of scrub seal includes, but is not limited to, improper placement of o material, striation of surface, "balling" of material due to quick-set, and tracks of vehicles, o bicycles and pedestrians, or as otherwise determined by the Engineer. e N r a 14-13.1.13 PAYMENT -- The Contract unit bid price paid per Square Yard for "POLYMER MODIFIED ASPHALT SURFACE SEALER (SCRUB SEAL), GRADING E B," per Bid Schedule, shall include full compensation for furnishing all labor, materials, equipment and incidentals for doing all the work involved in constructing Polymer Modified a Asphalt Surface Sealer Scrub Seal, complete-in-place, including vegetation removal, striping SP-77 Packet Pg. 512 removal by micro-grinding or wet sandblasting, pre-sweeping, post-sweeping and cleaning surface, crack seal where required, applying the scrub seal on Saturdays in the vicinity of schools, mixing and applying the emulsion sealer on the pavement, providing, applying and rolling the © aggregate, adjusting utility frame and covers to grade, cleanup,protecting the scrub seal coat until :' it has set, as shown on the Plans, the Standard Specifications, these Special Provisions and as d directed by the Engineer. LL C f o i C 0 .q L m C E E m a Tm 3 ¢ A r fi z O D O O a J ¢ v w a m a a m a c L m 0 ro 0 n 0 0 co N a N C d E L i U a SP-78 14-C MICRO-GRIND EXISTING ASPHALT AND CONCRETE SURFACES 14-C.1.01 GENERAL — This work shall consist of micro-grinding existing Asphalt concrete and Portland cement concrete surfaces as shown on the Plans, these Special Provisions, ; and as directed by the Engineer. The work primarily includes micro-grind along the gutters on Magnolia Avenue, but,to a lesser degree, occurs on all streets in this Contract. 0 0 In general, areas to be micro-ground include, as per the Plans and as directed by the a Engineer: t d z • longitudinal and transverse joints, to smooth out raised Asphalt concrete at existing E underlying Portland cement concrete pavement joints; • along existing curb and gutter, to ensure unimpeded gravity drainage; a • spot locations in the existing roadway,to smooth out surface discontinuities; • spot locations at existing sidewalk,to ensure trip and fall hazards are removed; and a • elsewhere as directed by the Engineer. Grinding equipment for micro-grinding Asphalt concrete and Portland cement concrete N surfaces shall use diamond or tungsten carbide blades mounted on a self-propelled machine y designed for grinding and texturing asphalt and concrete surfaces. Micro-grinding equipment that o causes raveling, aggregate fracturing, or spalling, or that damages the transverse or longitudinal N © pavement joints shall not be used. 0 a Micro-grinding Asphalt and Portland cement concrete surfaces shall result in a parallel corduroy texture consisting of grooves 0.08-inch to 0.12-inch wide with 55 grooves to 60 grooves a per foot width of micro-grinding. Tops of ridges shall be between 0.06-inch and 0.08-inch from the bottom of the blade grooves. z a Micro-grinding of the gutters of Magnolia Avenue shall be per Plan, these Special d Provisions, and as directed by the Engineer. It shall be the Engineer's decision as to which g sections of existing gutter shall be micro-ground. a The ground surface at transverse joints or cracks will be tested with a 12-foot t2-1/2 inches long straightedge laid on the pavement parallel with the centerline with its midpoint at the o joint or crack. The surface shall not vary by more than 0.01-foot from the lower edge of the o straightedge. S 0 Cross-slope uniformity and positive drainage shall be maintained across the entire traveled way and shoulder. The cross-slope shall be uniform so that when tested with a 12-foot t2-1/2 y inches long straightedge placed perpendicular to the centerline,the ground pavement surface shall not vary more than 1/4 inch from the lower edge of the straightedge. Crack sealing where required per the Plans and these Special Provisions shall be a completed subsequent to micro-grinding operations. SP-79 1 — Micro-grinding shall begin and end at lines parallel or normal, as appropriate, to the pavement centerline within the Project limits. Passes of the grinding head shall not overlap more © than 1-inch. If multiple passes of the micro-grinding equipment are required, the area will only be U considered for payment once. � The Contractor shall remove and dispose of all residues from micro-ground surfaces in a `o manner and at a location to satisfy environmental regulations. Residue will not be allowed to encroach into open lanes or enter into closed drainage systems. a I � s m 14-C.1.02 MEASUREMENT — Micro-grinding of Asphalt concrete and Portland d cement concrete surfaces will be measured by the Square Foot. The measurement will he the final d textured surface area regardless of the number of passes required to achieve acceptable results. a n R 3 14-C.1.03 PAYMENT — The Contract unit bid price paid per Square Foot for "MICRO-GRIND EXISTING ASPHALT AND CONCRETE SURFACES," per Bid Schedule, shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the work involved in micro-grinding various Asphalt concrete and Portland cement concrete surfaces, including hauling and disposal of grinding residue, per the z Plans, these Special Provisions and as directed by the Engineer, and no additional compensation w will be allowed therefor. > C o W CL J Q U a. a N F R' Q a v m D C a in r_ W m 0 ro 0 0 0 ro N IL N C d © q� F Q SP-80 i S.I.e SECTION 15 O 15-1 UNTREATED BASE (PATCHING &FLATWORK) lL C O 15-1.01 GENERAL -- Untreated Base shall comply with requirements of Section `s 200-2, "Untreated Base Materials," and Section 301-2, "Untreated Base," of the Standard Specifications and these Special Provisions. L m Untreated base shall be used where directed by the Engineer to correct a subsurface d problem. d a Delete Section 301-2.4, "Measurement and Payment," of the Standard Specifications, and ° substitute the following: a Full compensation for UNTREATED BASE (PATCHING & FLATWORK), per Bid e Schedule, shall include but not be limited to furnishing all the materials required under all Asphalt and Portland cement concrete pavement, and other flatwork in the Project, per the Plans, the Standard Specifications, these Special Provisions and as directed by the Engineer, shall be considered as included in the Contract unit bid price per Ton, and no H additional compensation will be allowed therefor. o © IL The quantity set forth in the bid item for UNTREATED BASE (PATCHING & a FLATWORK), per bid schedule, is an anticipated amount only to establish a unit price. w No adjustment in compensation will be made in the Contract unit bid price for N UNTREATED BASE (PATCHING & FLATWORK), regardless of the amount or reason for the increase or decrease in the quantity of these items required. The provisions in rc Section 3-2, "Changes Initiated by the Agency," of the Standard Specifications, shall not oa apply to the item of UNTREATED BASE (PATCHING & FLATWORK). d v 0 Cost of compaction testing ordered by the Engineer shall be paid for in the following manner: m ° 1. Tests which do not meet the required relative compaction shall be paid for by the Contractor, as a deduction from this Contract. The Contractor shall pay the price at the same rate that the CITY is charged by the testing soils lab. ° a ° 2. Tests which do meet the required relative compaction shall be paid for by the CITY. a v E U N Q SP-81 Packet Pg. 516 SECTION 16 © 16-A PORTLAND CEMENT CONCRETE U LL 16-A.1.01 GENERAL -- Portland cement concrete construction shall comply with cc Section 201-1, "Portland Cement Concrete", and Section 303-5, "Concrete Curb, Walks, Gutters, Cross Gutters, Alley Intersections, Access Ramps and Driveways", of the Standard Specifications, as shown on the Plans, CITY Standard Plans, SPPWC Standard Plans, z CALTRANS Standard Special Provisions and Plans, these Special Provisions, and as directed by the Engineer. E d In the course of the work, Contractor will be removing existing roadway features as well a as resident-owned hardscape and landscape and irrigation works. Contractor is to re-establish E irrigation works and any hardscape damaged by Contractor forces beyond the limits of the work a so that the irrigation works remain functional and hardscape is joined to the new work. Delete the second paragraph of Subsection 16-1.01, "GENERAL," of the Special Provisions, and replace with the following: N Z Portland cement concrete for all flatwork shall be Class 560-C-3250, with a maximum N slump of four inches (4"), except that Contractor may substitute Class 520-C-2500 for sidewalk o Q work only. a J Q U W ' 16-A.1.02 PCC CURB & GUTTER -- Portland cement concrete curb and gutter shall y be constructed in accordance with CITY Standard Plan 200, Type "B", per Plan, and as directed by the Engineer. a a v m v 16-A.1.03 PCC CURB -- Portland cement concrete curb shall be constructed in s accordance with CITY Standard Plan 200, Type"A", per Plan, and as directed by the Engineer. m 16-A.1.04 PCC GUTTER -- Portland cement concrete gutter shall be constructed in accordance with CITY Standard Plan 200, Type `B" gutter, per Plan, and as directed by the Engineer. Drill and Bond Dowel for connecting new PCC gutter to existing PCC curb shall comply with Section 40-2.03, "Dowel Bars," of the CALTRANS Standard Specifications. N a Chemical adhesive for drilling and bonding dowel bars shall comply with Section 40-2.05, "Chemical Adhesive," of the CALTRANS Standard Specifications. Drill and bond dowel bars E C are directed to be placed per these Special Provisions or as directed by the Engineer, into clean ZQ drilled holes in compliance with the chemical adhesive manufacturer's instructions. Holes shall a be dry at the time of placing the chemical adhesive and dowel bars. Immediately after inserting the dowel bars into the chemical adhesive, support the dowel bars to prevent movement during SP-82 Packet Pg. 517' curing. Leave the supported dowel bars undisturbed until chemical adhesive has car minimum time instructed by the manufacturer. If the Engineer rejects dowel bars, drill new holes adjacent to the rejected holes, place new dowel bars, and securely bond to the concrete. Doweled bars are to be a minimum of 12" in length, placed a minimum of 6" into existing PCC curb, and at a spacing of 6'-0" on center, or a minimum of 2 doweled bars equally spaced X per replacement PCC gutter section, if the replacement section is less than 6' in length. o C 0 16-A.1.05 PCC CROSS GUTTER -- Portland cement concrete cross gutter, 72" wide, s or portion thereof, and curb and spandrels, shall be constructed in accordance with CITY Standard Plan 201, per Plan and as directed by the Engineer. m E d a 16-A.1.06 PCC SIDEWALK -- Portland cement concrete sidewalk shall be E constructed in accordance with the CITY Standard Plan 202, Case "A"or Case "B", per Plan, and a as directed by the Engineer. PCC sidewalk shall have the same surface pattern or scoring as per n the adjacent panels. 1 r } 16-A.1.07 PCC ADA BYPASS -- Portland cement concrete ADA Bypass shall be constructed in accordance with the CITY Standard Plan 203, per Plan, and as directed by the w Engineer. Per the Plans, ADA Bypass may be constructed as a bypass to an existing driveway o approach (joining with but not replacing the driveway), or as a bypass to existing above ground a obstructions (such at utility poles, traffic sign posts, etc.). Relocation and restoration of existing a irrigation works, relocation and restoration of minor fencing, etc. needed to accommodate ADA w bypass shall also be included in this work item. o, 16-A.1.08 PCC RESIDENTIAL DRIVEWAY APPROACH -- Portland cement a concrete residential driveway approach shall be constructed in accordance with CITY Standard 9 Plan 203, as modified per the Plans, and as directed by the Engineer. a 16-A.1.09 PCC COMMERCIAL DRIVEWAY APPROACH -- Portland cement '° concrete commercial driveway approach shall be constructed in accordance with CITY Standard Plan 204, as modified per the Plans, and as directed by the Engineer. C 0 N 16-A.1.10 PCC ALLEY INTERSECTION -- Portland cement concrete alley o intersection shall be constructed in accordance with SPPWC Standard Plan 130-2, the Plans, and as directed by the Engineer. E © o j 16-A.1.11 PCC BUS PAD -- Portland cement concrete bus pad shall be constructed in a accordance with SPPWC Standard Plan 131-2, per Plan, and as directed by the Engineer. PCC SP-83 bus pad may be constructed atop full depth reclamation (cement treated subgrade), w minimum FDR depth of 9"beneath the PPC pad. O 0 16-A.1.11 PCC CURB RAMP -- Portland cement concrete curb ramp shall be constructed in accordance with CALTRANS Standard Plan A88A, 2010 Edition, per Plan, and as LL directed by the Engineer. This work item includes grinding and disposal of existing PCC curb, to cc accommodate construction of a PCC curb ramp,where noted on the Plans. ° The above-referenced Standard Plans are included in the APPENDIX and made a part of these Special Provisions by reference. All work shall conform to the above standards to the extent feasible; however, emphasis shall be given to matching dimensions of adjoining d improvements, subject to concurrence of the Engineer. m a It is the Contractor's responsibility to verify ramp-type selection and geometries, with concurrence from the Engineer, at every curb ramp location, before proceeding to a remove existing improvements. No removals shall be done until it has been determined by the Contractor that a curb ramp can be installed that will meet all ADA requirements and CALTRANS Standard Plan A88A. Corner record transit ties shall be performed and recorded prior to existing removals. N Z The Contractor shall be responsible for modifying traffic signal and highway lighting H conduit and conductors when adjusting pull boxes in curb ramp areas. The Contractor shall be > responsible for replacement of any pull boxes and/or pull box covers damaged prior to and/or a during construction. a w The Contractor shall protect all existing structures and facilities which are adjacent to the y limits of the work to be done under this Contract, in accordance with Section 7-9, "Protection and — Restoration of Existing Improvements", of the Standard Specifications and these Special a Provisions. Grading required to meet the lines and grades for placement of Portland cement a concrete shall be as required in Unclassified Excavation and Unclassified Fill elsewhere within a these Special Provisions. a n` 16-A.1.12 MODIFY EXISTING CURB RAMP -- Where noted on Plans, Contractor shall grind the lip at the bottom of existing access ramps, flush with the existing PCC gutter flow line, for the full 4' width of the bottom of the ramp, and install minimum 3' X 4' detectable warning surface pads per CALTRANS Standard Plan A88A, the Plans, these Special Provisions, C and as directed by the Engineer. a It is the Contractor's responsibility to verify that the existing curb ramp can be w modified to meet current ADA requirements, prior to initiating work on the existing curb E ramps. There will be no payment of any kind for modified curb ramps that do not meet current ADA Standards and CALTRANS Standard Plan A88A. a SP-84 M70 I 16-A.1.13 BONDING -- Joints between new and existing concrete shall be surface preparation as follows: 1. Joints made with the mass of existing concrete by cutting, chipping, or grinding shall ? V be cleaned free of all loose deleterious material by thorough brooming and compressed air jetting. 0 C 2. Original surfaces or existing concrete shall be cleaned free of bitumens, grease, paint, ° and other deleterious materials and clean aggregate of at least 3/8-inch size shall be exposed by rock hammer abrasive blast cleaning or machine scarifying. L a Z 0 16-A.1.14 PAYMENT — The Contract unit bid price paid per Linear Foot for "PCC Em CURB AND GUTTER," "PCC CURB," and "PCC GUTTER," per Bid Schedule, shall a include full compensation for furnishing all materials, tools, equipment and incidentals, and for E doing all the work involved in constructing Portland cement concrete curb, curb and gutter, and a gutter, including saw cutting and removal of existing concrete, drilling and bonding dowels into existing PCC curb, any unclassified excavation and/or unclassified fill, furnishing and placing Portland cement concrete, complete in place to meet existing, per the Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. z 0 The Contract unit bid price paid per Each for "PCC CROSS GUTTER," "PORTION > OF PCC CROSS GUTTER," and "PCC BUS PAD," per Bid Schedule, shall include full a compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the a work involved in constructing Portland cement concrete cross gutter and appurtenant spandrel and w curb, and PCC Bus Pad, including saw cutting and removal of existing concrete, any unclassified w excavation and/or unclassified fill, furnishing and placing Portland cement concrete, complete in place to meet existing, per the Plans,the Standard Specifications, these Special Provisions, and as a directed by the Engineer, and no additional compensation will be allowed therefor. a 9 m 9 The Contract unit bid price paid per Square Foot for "PCC CURB RAMP," 1 1PCC a SIDEWALK," "PCC ADA BYPASS," "PCC RESIDENTIAL DRIVEWAY APPROACH," "PCC COMMERCIAL DRIVEWAY APPROACH," and "PCC ALLEY INTERSECTION," per Bid Schedule, shall include full compensation for famishing all materials, tools, equipment and incidentals, and for doing all the work involved in constructing Portland cement concrete curb ramps, sidewalk, residential and commercial driveway approaches, and alley intersections, including saw cutting and removing existing concrete, grinding and ° disposing of portions of existing PCC curb to accommodate curb ramps, adjusting water valves N and traffic pull boxes to grade, restoring irrigation system, performing unclassified excavation a and unclassified fill, asphalt concrete repair, minor existing fencing removal/ relocation/ restoration, if required, furnishing and placing Portland cement concrete, per the Plans, the CITY E Standard Plans, Standard Specifications, SPPWC Standard Plans, CALTRANS Standard Plans and CALTRANS Standard Specifications, these Special Provisions and as directed by the a Engineer, and no additional compensation will be allowed therefor. SP-85 The Contract unit bid price paid per Each for "MODIFY EXISTING CURB per Bid Schedule, shall include full compensation for famishing all materials, tools, equipment and incidentals, and for doing all the work involved, including grinding the lip of existing curb ramp and disposal of existing concrete, furnishing and installing detectable warning surface, i=' complete in place, per the Plans, the CALTRANS Standard Plans, the CALTRANS Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional LL compensation will be allowed therefor. 0 0 There will be "No Payment" of any kind for any new or modified curb ramps that do not meet current ADA Standards and the CALTRANS Standard Plan no. A88A. t rc Asphalt concrete that is used to fill the voids remaining after the Contractor's PCC work operations (the area that is left after removing concrete forms from gutter, curbs, cross gutters, spandrels, driveway approaches, etc.) shall be considered as included in the various Contract bid a items of work involved and no additional compensation will be allowed therefor. 3 a The cost to re-establish irrigation works and any hardscape impacted or damaged by Contractor forces beyond the limits of the work is to be included in the various items of work involved and no additional compensation is to be allowed therefor. N zZ N a J Q U a. a N F 0: a a v m 9 G a n n 06 m e ro 0 0 0 N a N C 0 E o L u Q SP-86 16-B COMPOSITE PAVEMENT SECTION REPLACEMENT C16-B.1.01 GENERAL -- for Magnolia Avenue, where shown on the plans, Deteriorated Composite Slab Replacement work shall include sawcutting and removing existing LL deteriorated sections of Asphalt concrete/ Portland cement concrete (composite) pavement, and cc underlying base where directed by the Engineer, and constructing Portland cement concrete `o pavement. The existing composite slab consists of a thin Asphalt concrete wearing course (approximately 1" thick), underlain by a Portland cement concrete pavement slab (approximately t 6"thick). The Portland cement concrete portion of Composite Pavement Section Replacement shall d be constructed in accordance with Section 302-6, "PORTLAND CEMENT CONCRETE a PAVEMENT,"of the Standard Specifications. a 3 The Asphalt concrete portion of Composite Pavement Section Replacement shall be a constructed, measured and paid in accordance with Section 14-A, "ASPHALT CONCRETE," of these Special Provisions. n N For bidding purposes, Contractor is to assume that the replacement composite pavement section will have the same Asphalt concrete and Portland cement concrete section thicknesses, o respectively. If the existing Asphalt concrete or Portland cement concrete portions of the © composite slab are thicker than the respective 1" and 6" dimensions, Contractor shall construct the new composite slab with the same thickness as the existing slab, at each replacement location. a U W a 16-B.1.02 BOND BREAKER — Bond breaker shall be placed between the sub-grade/ sub-base and the new concrete slab pavement, and shall be composed of one of the following: a a 1. White curing paper under ASTM C 171. m 2. White opaque polyethylene film under ASTM C 171, except that the minimum thickness shall be 6 mils. 3. Paving asphalt, Grade PG 64-10, under Section 14-A, "ASPHALT CONCRETE," of these Special Provisions. 4. Curing compound under Section 302-6.6, "Curing,' of the Standard Specifications. o 0 Ci 0 16-B.1.03 DOWEL BAR -- Dowel bars shall only be required when the replacement Portland cement pavement portion of the composite slab is greater than seven inches (T') in thickness. Dowel bars, when directed to be provided and installed by the Engineer, shall comply W with Section 40-2.03, "Dowel Bars," of the CALTRANS Standard Specifications. m E s OChemical adhesive for drilling and bonding dowel bars shall comply with Section 40-2.05, z "Chemical Adhesive," of the CALTRANS Standard Specifications. a SP-87 Payment for drilling, furnishing dowel bars and chemical adhesive, and installing D Bars shall be per Section 3-3, "EXTRA WORK," of the Standard Specifications. C 16-B.1.04 REMOVING EXISTING COMPOSITE PAVEMENT AND BASE MATERIALS — For bidding purposes, the Plans depict the areas for removal of the existing Asphalt concrete/ Portland cement concrete (composite) pavement section. The Engineer, o however, shall determine the exact limits of individual composite pavement removal and replacement. a m L Remove existing composite pavement section and underlying base material and replace it rc with base material and concrete pavement within the same work period. a s Saw cut the outline of the composite pavement to be removed with a power-driven saw a except where adjacent to an asphalt concrete shoulder. Do not saw cut within concrete pavement E slabs more than 2 days before planned composite pavement slab removal. If saw cuts are made in ; a work shifts that are before the actual removal work shift, do not make saw cuts parallel or diagonal to the traveled way. Saw cut so that traffic will not dislodge any pieces or segments. Saw through any tie bars and dowel bars before concrete pavement slab removal. N Z Remove composite pavement by non-impacting methods. Remove each marked pavement N section or panel in I or more pieces without disturbing or damaging the underlying base. c Composite pavement and base removal must be performed without damage to existing a pavement and base that is to remain in place. w a N Dispose of removed materials under Section 300-1.3.1, "Removal and Disposal of Materials," of the Standard Specifications. a IL v d D 16-B.1.05 PREPARING ROADWAY PAD FOR COMPOSITE PAVEMENT AND BASE MATERIALS -- After removing composite pavement and base to the required depth, grade to a uniform plane. Moisten and compact the material remaining in place to a firm and stable base, minimum 95% compaction. The finished surface of the remaining material must not extend above the grade established by the Engineer. Contractor may choose, at his cost, to fill areas that were over-excavated during base removal with replacement material in the same n operation as the base replacement. ° 0 m N Finish the replacement base layer to the grade of the original base layer. Do not texture a the surface. Finish to a smooth surface, free of projections such as mortar ridges, voids, and porous areas. E L CPlace bond breaker between replacement pavement and existing lean concrete base, a cement treated base, or new base replacement layer. SP-88 If curing paper or polyethylene film is placed by the Contractor as the bond br material, place it in a wrinkle free manner. Overlap adjacent sheets a minimum of 6 inches in the same direction as the concrete pour. © If curing compound or paving asphalt is placed by the Contractor as the bond breaker material, before application remove foreign and loose materials remaining from slab removal. LL c 0 c If paving asphalt is used, do not add water before applying asphalt to the base surface. Apply the paving asphalt in one even application at a rate from 0.02 to 0.10 gallon per square yard over the entire base surface area. Do not place concrete pavement until the paving asphalt r has cured. v If curing compound is used, apply it in 2 separate applications. Apply each application evenly at a rate from 0.07 to 0.11 gallon per square yard over the entire base surface area. a A Before placing new Portland cement against existing concrete, place 1/4-inch thick a commercial quality polyethylene flexible foam expansion joint filler across existing original transverse and longitudinal joint faces and extend the excavation's full depth. Place the top of the joint filler flush with the top of the concrete pavement. Secure joint filler to the joint face of the existing pavement to prevent the joint filler from moving during the placement of concrete. N Z Construct transverse contraction joints in pavement widenings to match the spacing and N skew of contraction joints in the adjacent existing pavement. Where the existing transverse joint c © spacing in an adjacent lane exceeds 15 feet, construct an additional transverse contraction joint a midway between the existing joints. Complete sawing of contraction joints within 2 hours of a completion of final finishing. Cut contraction joints a minimum 1/3 the depth of the slab. w a N Where Drill and bond dowel bars are directed to be placed by the Engineer, clean drilled — holes in compliance with the chemical adhesive manufacturer's instructions. Holes shall be dry at Q the time of placing the chemical adhesive and dowel bars. Immediately after inserting the dowel a bars into the chemical adhesive, support the dowel bars to prevent movement during curing. 9 Leave the supported dowel bars undisturbed until chemical adhesive has cured a minimum time a instructed by the manufacturer. If the Engineer rejects dowel bars, drill new holes adjacent to the rejected holes,place new dowel bars, and securely bond to the concrete. ° ° 16-B.1.06 FINAL FINISHING — The final concrete surface texture shall be a ° transverse broom finish, unless otherwise directed by the Engineer. If the Engineer determines by ° visual inspection the final texturing may not be acceptable, groove or grind the pavement under Section 42, "Groove and Grind Pavement," of the CALTRANS Standard Specifications. Perform a grooving or grinding before the installation of any required joint seal or edge drains adjacent to N the areas to be grooved or ground. E © The Engineer tests for smoothness using a 12-foot straightedge placed parallel with and perpendicular to the centerline. Straightedge smoothness specifications do not apply to the a pavement surface placed within 12 inches of existing concrete pavement except the Contractor SP-89 PacketPg. 524 shall place a straightedge longitudinally with the midpoint coincident with the trans construction joint. The concrete pavement surface must be within 0.02 foot of the straightedge's lower edge. Correct pavement at contact joints not in compliance with straightedge smoothness specifications within 48 hours by grinding. V U Curing of the Portland cement concrete portion of the composite pavement shall conform LL to Section 302-6.6, "Curing," of the Standard Specifications. 0 r 0 16-13.1.07 MEASUREMENT—For measuring the quantity for payment purposes, each location for Composite Pavement Section Replacement, the average Square Foot area of removal shall determine the payment area. z m E d 16-13.1.08 PAYMENT -- The Contract unit price paid per Square Foot for a "COMPOSITE PAVEMENT SECTION REPLACEMENT" slabs shall include full E A compensation for sawcutting, removing and disposing of existing composite pavement and a underlying base, furnishing and placing bond breaker and joint filler, famishing and disposing of standby materials for temporary roadway structural section, constructing, maintaining, removing, and disposing of temporary roadway structural section, if required, furnishing, placing and finishing Portland cement concrete pavement to match the current adjacent grade of the concrete pavement, complete in place, and no additional compensation will be allowed therefor. 0 The Extra Work price paid for "DRILL AND BOND DOWEL BAR", includes full c Ccompensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing a all the work involved in drilling holes, placing dowel bars, and bonding the dowel bars with a chemical adhesive, complete in place, as specified in the Standard Specifications, these Special w Provisions, and as directed by the Engineer, and no additional compensation will be allowed N therefor. a o. 9 0 V C a N f� tly O i W {7 O j O 1 02 N IL N C d E 1 � t m Q 1 ' SP-90 i SECTION 17 17-1 COLD MILLING O LL 17-1.01 GENERAL -- Cold milling operations shall be performed in accordance e with Section 300-1.3, "Removal and Disposal of Materials" and Section 302-1, "Cold Milling of Existing Pavement', of the Standard Specifications and these Special Provisions. a Existing asphalt concrete shall be milled at the locations and to the dimensions shown on the Plans and as included in these Special Provisions. E d The cold milling machine shall have a cutter head at least 30 inches wide and shall be a operated so as not to produce fumes or smoke. The rotor teeth shall cut in an upward direction as E to the direction of travel reducing the size of material until the desired gradation has been a achieved. n m The depth, width, and shape of the cut shall be as indicated on the typical cross sections or as directed by the Engineer. The final cut shall result in a uniform surface conforming to the typical cross sections. The outside lines of the milled area shall be neat and uniform. The road z j surfacing to remain in place shall not be damaged in any way. N J > The material milled from the roadway surface, including material deposited in existing a O gutters or on the adjacent traveled way, shall be immediately removed. The removal crew shall a follow within 50 feet of the planer, unless otherwise directed by the Engineer. W a N Milling of asphalt concrete pavement will be measured by the Square Yard, or the Linear — Foot, as per Bid Schedule. The quantity to be paid for will be the actual area of surface milled a irrespective of the number of passes required. a v m After the cold milling operation(s), Contractor shall crack seal the entire roadway as per Section 14-A, ASPHALT CONCRETE," of these Special Provisions. Further, Contractor shall tack coat and pave/overlay the street with new pavement within 72 hours of completion of cold milling operations, or as otherwise directed by the Engineer. °0 ° ° m Payment for Crack Sealing for all roadways in this Contract, except for the composite pavement portion of Magnolia Avenue, shall be per Section 14-A, ASPHALT CONCRETE," of ° these Special Provisions. a. Where transverse joints are milled in the pavement at conform lines, no drop-off shall remain between the existing pavement and the milled area when the pavement is opened to public E traffic. a a SP-91 PacketPg. 526 If asphalt concrete has not been placed to the level of public traffic, a temporary as concrete taper shall be constructed. The asphalt concrete shall be placed to the level of the existing pavement and tapered on a slope of 30:1 or flatter to the level of the milled area. Asphalt concrete for tapers shall be commercial quality and may be spread and compacted by any method that will produce a smooth riding surface. Asphalt concrete tapers shall be LL completely removed, including removing all loose material from the underlying surface, before o C placing P g lacin the permanent surfacing. i i Temporary tapers shall remain in place no longer than the above 72 hour limit required for s the application of new pavement surfacing after cold milling. s d E d 17-1.02 PAYMENT -- The Contract bid price paid per Square Yard for "COLD a MILLING," thickness per Bid Schedule, shall include full compensation for conforming to the E requirements of this Section, for furnishing all materials,tools, equipment and incidentals, and for a doing all work involved in cold milling of asphalt concrete surfacing, including disposal of material milled from the site, per the Plans, the Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. N The Contract bid price paid per Linear Foot for "COLD MILL WEDGE CUT," per Bid Schedule, shall include full compensation for conforming to the requirements of this Section, for y furnishing all materials, tools, equipment and incidentals, and for doing all work involved in cold o 3 milling of existing asphalt concrete surfacing, variable depth, five foot wide section, including a disposal of material milled from the site, per the Plans, the Standard Specifications, these Special a Provisions and as directed by the Engineer, and no additional compensation will be allowed w therefor. H Full compensation for furnishing asphalt concrete for temporary tapers and for a constructing, maintaining, removing and disposing of the tapers, shall be considered as included n in the Contract bid price paid per Square Yard for "COLD MILLING," or per Linear Foot for v "COLD MILL WEDGE CUT," of asphalt concrete pavement and no additional compensation a will be allowed therefor. n" a1 w 0 0 0 0 m N a w c m t Q SP-92 Packet Pg. 527 SJ.e _T U SECTION 18 THROUGH 19 LL G O c O .9 a m z BLANK d E v m CL v m 3 Q n so n N 6 Z O N O C a J Q U W a U) t- Q IL v m v G a r_ W rn 0 ro 0 r a 0 w N a N C W E a U A Q SP-93 PacketPg.528 SECTION 20 20-1 THERMOPLASTIC TRAFFIC STRIPING PAVEMENT MARKING,AND RAISED PAVEMENT MARKERS REFLECTORIZED LL C I 0 e 20-1.01 GENERAL - The application of traffic striping,pavement markings t and raised pavement markers shall conform to the requirements of Section 210-1.6, "Paint for Traffic Striping, Pavement Marking, and Curb Marking", Section 214, "Pavement Markers", d Section 310-5.6, "Painting Traffic Striping, Pavement Markings, and Curb Markings" and Section 312, "Pavement Marker Placement and Removal' of the Standard Specifications and these a Special Provisions. A 3 a Paint for traffic striping and pavement markings shall conform to the requirements of Section 210-1.6.2, "Thermoplastic Paint, State Specifications", of the Standard Specifications. The paint shall contain pre-mixed glass beads with additional glass beads to be mechanically applied when the paint is applied, in accordance with Section 210-1.6.5, 'Reflective Material', of the Standard Specifications. Pavement markings and traffic stripes are to conform to pavement z i delineation plates. ,°—� ' Thermoplastic material for traffic stripes shall be applied at a minimum thickness a of 0.080-inch. a U W Thermoplastic traffic stripes and pavement markings shall be placed a minimum of H 6 working days after paving is completed. Raised pavement markers (RPMs), reflectorized, if required, shall be Stimsonite- a Low Profile No. 953A (yellow)and No. 953B (clear white) or approved equal. a c The CALTRANS Standard Plans details referenced on the Plans and elsewhere within these Special Provisions, and the related figures from the California Manual on Uniform Traffic Control Devices (CA MUTCD) are included in the APPENDIX and made a part of these Special Provisions. All work shall conform to the above standards to the extent feasible; however, emphasis shall be given to matching dimensions of adjoining improvements, subject to concurrence of the Engineer. ° 0 w N IL c m E z SP-94 Packe[Pg. 529 20-1.02 PAYMENT - The Contract Lump Sum bid price paid for "THERMOPLASTIC TRAFFIC STRIPING AND RAISED PAVEMENT MARKERS, REFLECTORIZED," per Bid Schedule, shall include full compensation for furnishing all equipment and materials, and for doing all work involved in the application of thermoplastic pavement traffic striping and raised pavement markers (RPM) per the Plans, the CALTRANS 0 Standard Plans and the latest edition of the California Manual on Uniform Traffic Control s Devices (CA MUTCD) Figures, the CALTRANS Standard Specifications, the Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional t compensation will be allowed therefor. rc E E a m a 9 R 3 Q n N n N_ tll 2 O N O a J U W a a v d v c 3 a n r_ W rn 0 ro 0 0 0 m N a N C d E © L u Q SP-95 Packet Pg. 530 5.1.e ? . SECTION 21 THROUGH SECTION 22 _T U v LL C O C BLANK ° a A s a K c m E v m o. v `m 3 a r N N Z O y O C IL J a U W a N F K a a v v v c a n 06 a 0 06 0 r 0 `o ro N a d E L u ry Q SP-96 PacketPg..531 '.` SECTION 23 23-1 ROADSIDE SIGNS AND POSTS U LL C O C 23-1.01 GENERAL -- Relocation and new installation of roadside signs and posts, installed at the locations shown on the Plans or where directed by the Engineer, shall conform to the Standard Specifications, the California Manual on Uniform Traffic Control Devices r (MUTCD), and these Special Provisions. z" Roadside signs on single post, shall be installed in accordance with the CITY's Standard Drawing No. 504, and as directed by the Engineer. a V "STOP" (RI-1) a "NO PARKING ANYTIME" (R26) n "BIKE LANE" (R81) O Any other signs in the Project per the Plans or as directed by the Engineer. ,. N The CALTRANS Standard Plans details referenced on the Plans and in the bid documents, z and the related figures from the California Manual on Uniform Traffic Control Devices (CA v2i MUTCD) are included in the APPENDIX and made a part of these Special Provisions. All work o shall conform to the above standards to the extent feasible; however, emphasis shall be given to a matching dimensions of adjoining improvements, subject to concurrence of the Engineer. a Lu w The Contractor shall obtain approval from the Engineer regarding type of material and y required installation prior to placement of any sign posts. o: New installation shall not impede into required ADA access distance around obstacles. A a minimum clearance of 48" shall be maintained. m 9 C a u 23-1.02 PAYMENT - The Contract unit bid price paid per Each for "ROADSIDE SIGN(S) ON POST," or, "RELOCATE SIGN AND POST," per Bid Schedule, shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for doing all the work involved in installing new and/or relocating roadside signs on single posts, all complete in place, per the Plans, as specified in the Standard Specifications, the California ° MUTCD and these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. o. N C m E z SP-97 PacketPg. 532 SECTION 24 24-1 INDUCTIVE LOOP DETECTOR U j LL C O 24-1.01 GENERAL - Inductive loop detectors shall conform to the provisions in `_ Section 209, "Street Lighting and Traffic Signal Systems" and Section 209-5.8, "Detectors" of the Standard Specifications (latest edition), the CALTRANS Standard Specifications and t Standard Plans(latest edition), and these Special Provisions. d The work herein includes installation of new (Medical Center Drive at Magnolia E Avenue) and replacement (Medical Center Drive at 16th Street, and K Street at Rialto Avenue) a inductive loop detectors and detector lead-in-cables as shown on the Plans and/or as directed by the Engineer, and shall conform to Section 209-5.8.2, "Inductive Loop Detectors" of the Standard m Specifications, and these Special Provisions. " A fp n 24-1.02 MAINTAINING EXISTING AND TEMPORARY ELECTRICAL SYSTEM - Traffic signal system shutdowns shall be limited to periods between the hours of z 9:00 a.m. and 3:00 p.m. 0 The Contractor shall place "STOP AHEAD" and "STOP" signs to direct vehicle a and pedestrian traffic through the intersection during traffic signal system shutdowns. All signal a faces shall be covered when the system is shutdown overnight. Temporary "STOP AHEAD" and w "STOP" signs shall be either covered or removed when the system is turned on. a. "STOP AHEAD" and "STOP" signs shall be furnished by the Contractor and shall conform to the provisions in Section 12-3.06, "Construction Area Signs", of the Standard a Specifications. Minimum size of"STOP" signs shall be 36 inches. 9 One "STOP AHEAD" sign and one "STOP" sign shall be placed for each direction of traffic. For two lane approaches, two "STOP" signs shall be placed. Location of signs shall be as directed by the Engineer. .6 ° ao Full compensation for furnishing, installing, maintaining and removing temporary "STOP ° AHEAD" and "STOP" signs and for covering signs and signal faces not in use shall be ° considered as included in the Contract Lump Sum price paid for the various bid items of work N involved, and no additional compensation will be allowed therefor. a N C m E M r+' Q SP-98 S.I.e 24-1.03 PULL BOXES - Pull boxes shall be #3-1/2 (except as shown on the Plans) and installed flush with top of curb or concrete sidewalk. T U [V Plastic pull boxes will not be allowed. ; M C Mark all covers "CITY OF SAN BERNARDINO" and"TRAFFIC". 0 0 Pull Boxes shall be secured with a locking pull box cover, as manufactured by Lighting Security Products, (866) 922-5661, or approved equal. The manufacturer shall provide z recommended installation instructions. d E a 24-1.04 CONDUCTORS - Conductors and wiring shall conform to the provisions a in Section 209-5.8.2.3, "Conductors", and these Special Provisions. 3 Loop wire shall be Type 2. Loop detector lead-in shall be Type C. N Nylon-jacketed conductors shall not be used. i 0 V1 Splices shall be insulated by Method"B" as provided on CALTRANS Standard Plans ES- o (^ 13A. a `✓ J U W 24-1.05 INDUCTIVE LOOP DETECTOR - Inductive loop detectors shall conform H to the provisions in Section 209-5.8.2, "Inductive Loop Detectors" of the Standard Specifications, and these Special Provisions. a a The Contractor shall install a 6 foot diameter circular loop, Type E, at the locations as 9 shown on the Plans and as directed by the Engineer. The sides of the slot shall be vertical and the a minimum radius of the slot entering and leaving the circular part of the loop shall be 1-5/8 inch. Slot width shall be a maximum of 5/8 inch. Loop wire for circular loops shall be Type 2. Slots of circular loops shall be filled with elastomeric sealant or hot-melt rubberized asphalt sealant. 0 W C A 24-1.06 SEALANT - Elastomeric sealant or hot-melt rubberized asphalt sealant C shall conform to the provisions in Section 209-5.8.2.4, "Sealants" of the Standard Specifications, N and these Special Provisions. a 0 Residue resulting from slot cutting operations shall not be permitted to flow across E shoulders or lanes occupied by public traffic and shall be removed from the pavement surface. a SP-99 Packet Pg. 534 Slots shall be filled with elastomeric sealant or asphaltic emulsion sealant. p Slots in asphalt concrete pavement shall be filled with asphaltic concrete sealant as follows: ; LL After conductors are installed in the slots cut in the pavement,paint binder shall 0 be applied to all surfaces of slots in accordance with the provisions in Section 302-5.4, °- "Tack Coat", of the Standard Specifications, and as directed by the Engineer. s m r Temperature of sealant material during installation shall be above 70°F. Sealant placed in the slots shall be compacted by use of an 8-inch diameter by 1/8-inch thick steel hand roller or other tool approved by the Engineer. Compacted conductor d coverage shall be one inch. Excess sealant remaining after rolling shall not be reused. a On completion of rolling,traffic will be permitted to travel over the sealant. a 24-1.07 TESTING - The Contractor shall test inductive detector loops in accordance with Section 86-2.14B, "Field Testing", of the CALTRANS Standard Specifications, and as directed by the Engineer. N Z An operating test consisting of five (5) days of trouble-free operation shall be satisfactorily N completed prior to acceptance by the Engineer. c Functional testing shall conform to the provisions in Section 86-2.14C, "Functional a Testing", of the CALTRANS Standard Specifications and these Special Provisions. W a N The Contractor shall test the detectors with a motor-drive cycle, as defined in the California Vehicle Code, that is licensed for street use by the Department of Motor Vehicles, of a the State of California. The unladen weight of the vehicle shall not exceed 220 pounds and the a. a engine displacement shall not exceed 100 cubic centimeters. Special features, components or 9 vehicles designed to activate the detector will not be permitted. The Contractor shall provide an a operator who shall drive the motor-driven cycle through the response or detection area of the N detector at not less than 3 miles per hour nor more than 7 miles per hour. The detector shall provide an indication in response to this test. e 0 24-1.08 REMOVING ELECTRICAL EQUIPMENT - Removal of any existing C electrical equipment shall conform to the provisions in Section 86-7.01, "Removing Electrical Equipment', of the CALTRANS Standard Specifications and these Special Provisions. Any a ' existing electrical equipment removed shall not be reused, especially conductors, detectors and fuse boxes, and they shall become the property of the Contractor. r a SP-100 24-1.09 PAYMENT - The Contract unit bid price paid per Each for "REPLACE EXISTING TRAFFIC INDUCTIVE LOOP DETECTOR," and "INSTALL NEW TRAFFIC INDUCTIVE LOOP DETECTOR," per Bid Schedule, shall include full V compensation for furnishing all materials, tools and equipment and for doing all the work involved in the installation of new or replacement inductive loop detector lead-in cable and LL inductive detector loops, including all the appurtenant facilities, saw cutting, splicing, testing, removing sealant and cleaning existing conduit, removing dirt/debris from existing pull boxes, to replace existing or install new detectors complete in lace, as shown on the Plans, per the P g � P P 9 Standard Specifications, the CALTRANS Standard Specifications, these Special Provisions and r as directed by the Engineer, and no additional compensation shall be allowed therefor. E m m a v `m 3 n m N Z y i © O K a J U W a y F o: a a m v t 3 N r T O OJ O r 0 0 N a N C d U M a SP-101 PacketPg.536 SECTION 25 ar 25-1 ADJUSTMENT OF WATER FACILITIES LL C O C O 25-1.01 GENERAL - Adjustment of water meter boxes and water valve covers shall be in accordance with the Plans,these Special Provisions and as directed by the Engineer. t d z In general, the work includes the adjustment of water meter boxes and water valve covers m that may exist in the Project area. a The Contractor shall notify the owner of the water facility a minimum of seven days prior w to beginning work that will affect the water line system. a The word "Water Department" shall mean the City of San Bernardino Municipal Water Department or the East Valley Water District, depending on the area of construction. N The words "Directed, Required, Permitted, Ordered, Designated, Prescribed by the Water z Department", or words of like importance, used in Specifications or upon the drawings, shall be N understood to mean that the direction, requirement, permission, order, designation, or prescription o © of the Engineer is intended, and similarly, the words "Approved, Acceptable, Satisfactory by the a Water Department", or words of like importance, shall mean approved by or acceptable to, or a satisfactory to the Engineer,unless otherwise expressly stated. m IL N The word "Engineer" shall mean a Civil Engineer registered as such in the State of California and employed by the Water Department, acting either directly or through designated a and properly authorized agents, assistants, and inspectors. a a d 9 The word "Contractor" shall mean the person, persons, partnership or corporation duly a licensed as such in the State of California to enter into a Contract for the performance of the work required. The words "Or Approved Equal" shall mean a product that meets all A.W.W.A. specifications and has been approved for use in the City of San Bernardino's domestic water system by the Municipal Water Department or the East Valley Water District. ° 0 ° N a y c d E t O L V Q SP-102 PacketPg.537 25-1.02 CONDITIONS - The Contractor shall obtain copies of and comply with all applicable current statutes, laws ordinances, rules,regulations, and State of California,the County of San Bernardino, the City of San Bernardino, and any other governmental agencies having jurisdiction, and shall make application for all required permits and bear cost of same. LL 0 0 c In the event of conflict between the requirements of these Special Provisions and the requirements of the permits, it shall be understood that the more exacting requirements shall Y a govern. L d The Contractor shall furnish to the owning Water Department copies of all required permits and licensed prior to initiation of the work. Upon completion of the work, the Contractor shall supply to the Water Department letter(s) of approval from the governing bodies having a" jurisdiction that the Contractor has met the requirements and conditions of the permits or licenses. n 3 25-1.03 CAL-OSHA SAFETY CODE - All work shall be done in a manner that complies with all CAL-OSHA Title 8 - Safety Codes. N N Z 25-1.04 DEFECTIVE WORK OR MATERIALS - No work which is defective in °- vi its construction or deficient in any of the requirements of these Specifications will be considered o Gas accepted in consequence of the failure of any inspector connected with the work to point out said defects or deficiency during construction. The Contractor shall correct any imperfect work a without compensation from the City of San Bernardino or the Municipal Water Department W before final acceptance of the work by the Water Department. v o! 25-1.05 MAINTENANCE OF EXISTING IMPROVEMENTS - Unless otherwise o¢. indicated in the Plans or these Special Provisions, or unless otherwise cared for by the owner of a 9 public utility or franchise, all water, gas, oil, or irrigation lines, structures or house laterals, in place, and other surface or subsurface structures or lines, shall be maintained by the Contractor and shall not be disturbed, disconnected or damaged by him during the progress of the work. Should the Contractor in the performance of the work disturb, disconnect or damage any of the above, all expenses of whatever nature arising from such disturbance or in the replacement or repair thereof shall be home by the Contractor. 0 0 N 25-1.06 EXCAVATION, TRENCHING AND BACKFILL - All excavation, a trenching, and backfill shall be in accordance with Public Works Standards and shall be inspected by the Public Works Engineer. E L SP-103 PacketPg. 536 - 25-1.07 PAVEMENT REPLACEMENT - When necessary to break pavement in j order to adjust water facility enclosures shown on the construction drawings, the existing ? pavement shall be cut vertically as nearly as possible to a straight line by a method approved by the CITY, as shown on the Plans. The pavement so removed shall be hauled away and shall be M replaced with like material. All pavement removal and replacement shall conform to the `o standards and specifications of the governing body having jurisdiction and shall meet with their `s approval. The Contractor shall be responsible for removing, disposing of, and replacing all w pavement. All paving shall be inspected by the Engineer. s v d 25-1.08 INSTALLATION - All foreign matter and dirt shall be removed from the interior of the meter box or valve box prior to adjustment of the water meter box or water valve a cover. The pipe shall be inspected for defects. Any defective, damaged, or unsound pipe shall be ° immediately reported to the Engineer. a The Contractor shall at all times take care to protect and preserve all improvements. All pipe and materials which, in the opinion of the Water Department, have been damaged shall be replaced by the Contractor at his own expense. N Z All existing gate valves shall be shut off by Water Department staff. All service, valves, 9 and corporation stops shall be shut off by Contractor under Water Department inspection. o W a. All valves 4" and larger shall be operated by Water Department staff only a v w a 25-1.09 PAYMENT -- The Contract unit bid price paid per Each for "ADJUST — EXISTING WATER VALVE COVER TO GRADE," per Bid Schedule, shall include full a compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the a work involved in adjusting water valve covers to grade following the Contractor's paving operations to meet the grade of project improvements, complete in place, per the Plans, the a Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. m The provisions contained in Section 3-2, "Changes Initiated by the Agency", of the Standard Specifications shall not apply to adjusting water valve enclosure and covers, and no adjustment shall, therefore, be made in the Contract unit bid prices for increased or decreased ° quantities of adjusting utility facilities. a N c v E z U Q SP-104 Packet-P'6.539 SECTION 26 26-1 REINFORCED CONCRETE PIPE C U > LL t O C 26-1.01 GENERAL -- Reinforced concrete pipe of the specified size and D-load s shall comply with Section 207-2, "Reinforced Concrete Pipe", of the Standard Specifications and these Special Provisions. L Installation of reinforced concrete pipe shall conform with the provisions of Section 306, d "Underground Conduit Construction", of the Standard Specifications. R a Jacking for reinforced concrete pipe or pipe tunneling shall conform with the provisions of Section 306-2, "Jacking Operations", and Section 306-3, "Tunneling Operations", of the Standard a Specifications. A t0 Reinforced concrete pipe shall be of the D-Load strength shown on the Plans or specified ,. in the Special Provisions. The wall thickness, reinforcement and test loads for pipe of the sizes specified shall conform to the requirements of the Standard Specifications, Serial Designation z C76-41, of the American Society for Testing Materials. N OThe D-Load is the actual load in pounds per linear foot that the pipe will withstand under a the three-edge bearing test, without showing a crack in excess of 0.01 inch in width and 12 inches a in length, divided by the inside diameter of the pipe in feet. w a. N Concrete roadbed may exist under the existing asphalt pavement for portions of the roadways in this Contract. The Contractor shall be prepared to saw cut the existing roadway a improvements in the course of performing the lateral work of this Project. a 9 d 3 All access excavation or unsuitable material shall become the property of the Contractor a and shall be hauled away and disposed of at a site obtained by the Contractor. ro ° 26-1.02 SHORING OF EXCAVATION -- The Contractor shall furnish all labor, ° equipment, and materials required to design, construct, maintain, place, replace, and remove all A shoring, sheeting, lagging, cribbing, piling or other types of support for the walls of the open ° excavations required for the construction of this project. See SECTION 29 of these Special N Provisions. a N C E © u SP-105 26-1.03 PERFORMANCE -- Attention is directed to the "Construction Safety © Order", "Trench Construction Safety Orders", "Tunnel Safety Orders", and "General Safety Ze Orders" issued by the Division of Industrial Safety of the State of California, Department of Industrial Relations and to any and all other applicable laws, ordinances, or regulations to which M the Contractor is required by law to conform. He shall provide himself with copies of these cc "Orders", "Laws", and "Regulations" or suitable extracts there from and shall keep a copy of each —° at the site of his operations and shall be governed by the requirements thereof The requirements concerning shoring, sheeting and bracing of excavation and those concerning warning signs, t lights and barricades are of particular importance. v All excavations five (5) feet or more in depth shall be braced in accordance with the requirements of Section 306-1.1.6, "Braced Excavations", of the Standard Specifications. a n The Contractor shall take precautionary measures to protect, in place, all existing a ' structures and fences during excavation. j i The Contractor shall submit to the Engineer, at least 48 hours in advance of any excavation, a detailed plan showing design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation. No z excavation shall be initiated until a letter to proceed has been issued from the Engineer, and a N permit has been obtained from the State Division of Industrial Safety in accordance with the o requirements of Section 7-10.4.1, "Safety Orders", of the Standard Specifications. a J a The Contractor shall have on file with the Division of Public Works, Department of w Development Services of the City of San Bernardino, a copy of a CAL/OSHA permit for any N excavation over five(5)feet in depth and into which persons are required to descend. — a a 26-1.04 RESTORATION OF ASPHALT CONCRETE -- Asphalt concrete shall d comply with the requirements of Section 203-6, "Asphalt Concrete", and Section 302-5, "Asphalt a Concrete Pavement", of the Standard Specifications and these Special Provisions. ro ° 26-1.05 TEMPORARY RESURFACING -- Temporary resurfacing shall comply with the requirements of Sub-Section 306-1.5.1., "Temporary Resurfacing", of the Standard Specifications and these Special Provisions. ° 0 m r Temporary resurfacing shall be placed over all backfill in streets, or other areas where the a Contractor's operations have resulted in the removal of existing paving. w d Temporary resurfacing shall be placed as soon as the backfill is compacted to the relative density or immediately when so directed by the Engineer. a SP-106 26-1.06 PERMANENT RESURFACING -- Permanent resurfacing shall comply with the requirements of Sub-Section 306-1.5.2, "Permanent Resurfacing", of the Standard 9 Specifications and these Special Provisions. Permanent trench resurfacing shall be the "T"trench system,with a minimum thickness of 4" of new asphalt concrete, or 1" more in thickness than the existing pavement, whichever is M2 greater. Cold mill or grind existing asphalt pavement to a depth of 0.15' within the trench area and to at least 1.0' beyond the edges of the trench opening, than overlay asphalt concrete flush t with the existing street, as shown on the revised CITY Standard No. 310, and as directed by the Engineer. d E The Performance Grade of the asphalt concrete shall be PG 64-10. a T A self-propelled machine will not be required for any trench that is two 920 feet or less in a width. A prime coat and tack coat shall be applied as directed by the Engineer. N 6 Z 26-1.07 PAYMENT -- The Contract bid unit price paid per Linear Foot for the �°—� various sizes of pipe involved, per Bid Schedule, shall include full compensation for furnishing o and providing all the material, tools and equipment and for doing all the work involved for a excavation, shoring and placing the various sizes of pipe, including bedding and backfill, a imported backfill as required and restoration of asphalt concrete pavement, per the Plans, the W Standard Specifications, these Special Provisions and as directed by the Engineer, and no y additional compensation will be allowed therefor. - a Cost of compaction testing ordered by the Engineer shall be paid for in the following a manner: a i N 1. Tests which do not meet the required relative compaction shall be paid for by the Contractor, as a deduction from this Contract. The Contractor shall pay the price i at the same rate that the CITY is charged by the testing soils lab. i o 2. Tests which do meet the required relative compaction shall be paid for by the CITY. 1 I ti d L a SP-107 PacketPg.542 a S.I.e SECTION 27 ® 27-1 CONCRETE STRUCTURES w U LL C O 27-1.01 GENERAL -- Portland Cement Concrete construction shall comply with a Section 201-1, "Portland Cement Concrete", Section 303-1 "Concrete Structures", and Section 201-2, "Steel Reinforcement for Concrete", of the Standard Specifications,the Plans,the Standard s Plans and these Special Provisions. d Concrete for structures shall be Class 560-C-3250 with a maximum slump of five (5) inches. ' a v Reinforced steel shall be Grade 60 per ASTM A-615 designation. a Class 2 surface finish will not be required on any portion of the concrete structures. n The quantities shown on the Bid Schedule for concrete for the various structures shall be considered final quantities for payment for these items unless the Engineer revises the dimensions z of the work shown on the Plans. If such dimensions are revised, and such revisions result in an g increase or decrease in the quantities of such work, the final quantities for payment will be o revised in the amount represented by the changes in the dimensions. The estimated quantities for a such specific portion of the work shall be considered as approximate only and no guarantee is a made that the quantities which can be determined by computations, based on the details and w i dimensions shown on the Plans, will equal the estimated quantities. No allowance will be made N in the event that the quantities based on computations do not equal the estimated quantities. a 27-1.02 CATCH BASIN NO. 1 -- Reinforced concrete catch basin shall be constructed in accordance with CITY Standard Plan No. 403, Plan, and as directed by the Engineer. Each inlet shall include a Local Depression per CITY Standard Plan No. 407. r m 27-1.03 CATCH BASIN NO. 2 -- Reinforced concrete catch basin shall be C constructed in accordance with CITY Standard Plan No. 404, Plan, and as directed by the c Engineer. Each inlet shall include a Local Depression per CITY Standard Plan No. 407. _ 0 w r a 27-1.04 CURB OPENING CATCH BASIN -- Reinforced concrete curb opening catch basin, with manhole in street, shall be constructed in accordance with SPPWC Standard d a © Plan No. 307-3, Plan and as directed by the Engineer. Where shown on the Plans and as directed E by the Engineer, a one-sack sand slurry shall be placed between the back side of the newly constructed inlets and an existing City of San Bernardino water line. Each inlet shall include a a Local Depression per SPPWC Standard Plan No. 313-3. SP-108 Packet Pg. 543 27-1.05 CONNECTION TO CATCH BASIN -- Reinforced concrete connection to catch basin shall be constructed in accordance with CITY Standard Plan No. 416, and SPPWC 9 Standard Plan No. 308-2, respectively, per Plan and as directed by the Engineer. CITY connection to catch basin shall be constructed with CITY catch basin, and SPPWC connection to LL C catch basin shall be constructed with SPPWC catch basin. 0 •A 27-1.06 JUNCTION STRUCTURE -- Reinforced concrete junction structure, pipe t to pipe, shall be constructed in accordance with SPPWC Standard Plan Nos. 331-3 or 335-2, per Plan, and as directed by the Engineer. E m m a 27-1.07 LOCAL DEPRESSION -- Concrete local depression shall be constructed T in accordance with CITY Standard No. 407, and SPPWC Standard Plan No. 313-3, respectively, a per Plan, and as directed by the Engineer. CITY local depression shall be constructed with CITY catch basin, and SPPWC local depression shall be constructed with SPPWC catch basin. Each local depression includes PCC curb within the limits of the local depression. N N 2 27-1.08 CONCRETE COLLAR -- Concrete collar shall be constructed in °- N accordance with CITY's Standard No. 412, per Plan, and as directed by the Engineer. o z a J Q 27-1.09 INLET PROTECTION BAR (EXISTING BASIN) -- Inlet protection bars w for existing catch basin inlets shall be constructed in accordance with CITY Standard Plan Nos. N 410 & 411, per Plan, and as directed by the Engineer. Contractor shall propose, for approval by Engineer,the method for installing each protection bar as outlined in CITY Standard Plans. a a 9 d V 27-1.10 REMOVE INLET, ABANDON PIPE & BRICK AND MORTAR PLUG REMAINDER -- Removing existing Type C inlet, abandon pipe, brick and mortar plug remainder of existing storm drain pipe, and fill void with one sack sand slurry, shall be constructed per Plan, these Special Provisions, and as directed by the Engineer. Inlets to be removed are located on K Street, at Belleview, east (one) and west (two). Contractor shall remove interfering portions of each inlet, local depression, connections and appurtenant storm drain pipe, and dispose off site. Remaining openings of the abandoned storm drain pipe (at the ° connection to the removed inlet, and the connection to the manhole at its join to the downstream mainline storm drain), shall be brick and mortar plugged (both upstream and downstream ends a plugged), and the void filled with a one sack sand slurry. For measurement purposes, each inlet to be removed, brick and mortar plugs, and one sack sand slurry, shall represent one work item. E C A 27-1.11 PAYMENT -- The Contract unit bid price paid per Each for "CATCH a BASIN NO. I,"'CATCH BASIN NO. 2," and"CURB OPENING CATCH BASIN," per Bid SP-109 Packet Pg.544 Schedule, shall include full compensation for providing all the materials, tools and equip and for doing all the work involved in constructing reinforced concrete catch basin and respective local depression, including structure excavation, structure backfill, furnishing and placing all steel (^ reinforcing, miscellaneous iron and steel, metal frames and covers, Portland cement concrete, �✓ one-sack sand slurry, complete in place, as shown on the Plans, per the CITY Standard Plans, Standard Specifications, these Special Provisions, and as directed by the Engineer, and no LL G additional compensation shall be allowed therefor. 0 0 The Contract unit bid price paid per Each for "CONNECTION TO CATCH BASIN," type per Bid Schedule, shall include full compensation providing all the material, tools and t equipment, and for doing all the work involved in the construction of the connection to catch basin of the type shown on the Plan, including structure excavation, structure backfill, and m famishing and placing all steel reinforcing, miscellaneous iron and steel, Portland cement a concrete, complete in place, per the Plans, the CITY Standard Plans, the Standard Specifications, a these Special Provisions, and as directed by the Engineer, and no additional compensation shall E be allowed therefor. a The Contract unit bid price paid per Each for "JUNCTION STRUCTURE,"type per Bid Schedule, shall include full compensation providing all the material, tools and equipment, and for doing all the work involved in the construction of the junction structure connection of the type r shown on the Plan, including structure excavation, structure backfill, and furnishing and placing z all steel reinforcing, miscellaneous iron and steel, Portland cement concrete, complete in place, H per the Plans, the CITY Standard Plans, the Standard Specifications,these Special Provisions, and o as directed by the Engineer, and no additional compensation shall be allowed therefor. a J a The Contract unit bid price paid per Each for "CONCRETE COLLAR," per Bid w Schedule, shall include full compensation for providing all the materials, tools and equipment, N and for doing all the work involved in constructing concrete collar, including structure excavation, structure backfill, steel reinforcing, Portland cement concrete, complete in place, per a the Plans, CITY Standard Plans, the Standard Specifications, these Special Provisions, and as a directed by the Engineer, and no additional compensation shall be allowed therefor. The Contract unit bid price paid per Each for "INLET PROTECTION BAR (EXISTING BASIN)," per Bid Schedule, shall include full compensation for providing all the materials, tools and equipment, and for doing all the work involved in constructing inlet protection bar, including drilling and doweling, bonding agent, complete in place, per the Plans, o CITY Standard Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation shall be allowed therefor. ° e ro N The Contract unit bid price paid per Each for "REMOVE INLET, ABANDON PIPE & a BRICK AND MORTAR PLUG REMAINDER," per Bid Schedule, shall include full compensation for providing all the materials, tools and equipment, and for doing all the work E involved in removing interfering portions of each inlet, local depression, connections and appurtenant storm drain pipe, and dispose off site, brick and mortar plugs (both upstream and a downstream ends plugged for abandoned storm drain pipe), and the void filled with a one sack SP-110 Packet Pg. 545 sand slurry, complete in place, per the Plans, these Special Provisions, and as directed b s.i•e Engineer, and no additional compensation shall be allowed therefor. T C LL C O C O a m s d K c d E v m a v 3 Q 0 r N N Z O N O K a J Q U W a a d v c a in a1 m 0 06 0 r 0 0 N N a N C d E © L u a SP-111 S.Le SECTION 28 T U d LL G O c .m O BLANK - 'a d L d c d E d d IL v m 3 Q n m n N_ z Z O N 0 O K o. J ¢ U W IL y r a v d v c 3 a 08 rn 0 os 0 0 0 ro N a N c d E L U d Q SP-112 Packet Pg. 547 S.I.e SECTION 29 ® 29-1 SHORING OF EXCAVATION Y d LL C O C 29-1.01 GENERAL -- The shoring of excavation shall conform to the requirements of Section 306-1.1, "Trench Excavation" of the Standard Specifications and these Special A a Provisions. t v The Contractor shall furnish all labor, equipment, and materials required to design, d construct, maintain, replace, and remove all shoring, sheeting lagging, cribbing, piling or other E. types of support for the walls of the open excavations required for the construction of this Project. a a A 3 Q 29-1.02 PERFORMANCE -- Attention is directed to the "Construction Safety Order", "Trench Construction Safety Orders", "Tunnel Safety Orders", and the "General Safety Order", issued by the Division of Industrial Safety of the State of California, Department of Industrial Relations and to any and all other applicable laws ordinances, or regulations to which the Contractor is required by law to conform. Contractor shall familiarize himself and his operations z and have copies of these "Orders" and "Laws" at the site of his operations, and shall be governed H by the requirements thereof. The requirements concerning shoring, sheeting, and bracing of o excavations and those concerning warning signs, lights and barricades are of particular a importance. a U W All excavations 5 or more feet in depth shall be braced in accordance with the y requirements of Section 306-1.1.6, "Bracing Excavations," of the Standard Specifications. The Contractor shall take precautionary measures to protect, in place, all existing a a structures and fences during excavation. 9 r At least one lane shall be open to local traffic only at all times during construction. The Contractor shall submit to the Engineer, at least 48 hours in advance of any Ga excavation, a detailed plan showing a design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during an excavation. No excavation shall be done until such plan has been approved in writing by the Engineer, and a ° permit has been obtained from the State Division of Industrial Safety in accordance with the N requirements of Section 7-10.4.1, "Safety Orders,"of the Standard Specifications. a VJ c m E t v Q SP-113 The Contractor shall have on file with the City of San Bernardino, Department of Public © Works, a copy of CAL/OSHA permit for any excavation over five feet in depth and into which persons are required to descend. LL C O C 29-1.03 PAYMENT -- The Contract price paid for "SHORING OF EXCAVATION", —O shall be deemed to include full compensation providing all equipment and material and for doing all the work involved in the shoring of excavation, in compliance with all the requirements of this s Section of the Special Provisions, per the Standard Specifications, and as directed by the Engineer, and shall be considered as included in the various Contract bid items of work involved m and no additional compensation will be allowed therefor. o. v `m 3 a r N N Z O O a J a U W a N a: a 9 d 9 C 3 a a6 rn 0 m 0 r 0 0 N a N C m L u Q ' SP-114 Packet Pg. 549 SECTION 30 THROUGH SECTION 42 s.lk U LL C BLANK 0 c 0 m 'a m z v c w E v R a v `m 3 a n N N Z O w r > f � a Q U W a N H a IL v m v c a n 06 m 0 ro 0 r 0 0 m N a N C E E r U A a SP-Ili Packet Pg. 550 SECTION 43 43-1 SLURRY SEAL LL C O c 43-1.01 GENERAL -- This work consists of the placement of a slurry seal on °- Magnolia Avenue, after all micro-grinding and Scrub Sealing has been completed, and on Medical Center Drive, after the full depth reclamation of the number two southbound lane has L been completed. The quality of materials, measurement of quantities, method of application and related requirements for the furnishing and applying of slurry seal shall comply with Section 203- d 5 and Section 302-4, "Emulsion-Aggregate Slurry", of the Standard Specifications, these Special Provisions and as directed by the Engineer. a n m 3 43-1.02 MATERIALS -- The materials for slurry seal prior to mixing are emulsified asphalt, mineral aggregate, water, and when specified, accelerator or retardant, and shall comply with Section 203-5, "Emulsion Aggregate Slurry", of the Standard Specifications and these Special Provisions. N Z O Modify the following- Subsection 203-5.2, "Materials," of the Standard Specifications: H © o (2) Admixtures, such as Portland Cement or aluminum sulfate may be mixed into the a slurry material to adjust the curing time such that the applied slurry can support a vehicular traffic within 60 minutes, if approved by the Engineer prior to use. w a N (5) Use of slag shall not be permitted. — (6) Deliveries of aggregate and emulsion shall not be made without the engineer a present. Emulsion is not to be transferred to an on-site storage tanker without the m sieve test performed by the City. a Asphalt emulsion shall be a Quickset Anionic or Cationic Emulsified Asphalt conforming ! to the requirements of Subsection 203-1.3, "Test Reports and Certification," and Subsection 203- 3.2, "Testing Requirements," of the Standard Specifications. g W The additives for quick setting emulsion and the asphalt modifier shall be a type approved by the Engineer. The amount of additive and asphalt modifier to be included in the quick set ° slurry shall be that amount necessary to ensure that the applied slurry can support vehicular traffic N within 60 minutes after the last application. a N Water shall be potable and compatible with the other ingredients of the slurry. Water shall a be of such quality that the asphalt will not separate from the emulsion before the slurry seal is in E. place in the work. If necessary for workability, a set control agent that will not adversely affect u the slurry seal may be used. ¢ SP-116 PacketPg. 551 Aggregate shall be rock dust, or other mineral aggregates, approved by the Engineer and shall conform to the requirements of Section 200, "Rock Materials", and Subsection 203-5.2, "Materials", of the Standard Specifications. The Contractor shall provide an aggregate stock pile 9 24 hours prior to starting the work. The material shall be free from asbestos, vegetative or organic matter and other deleterious substances. rL C 0 c 43-1.03 MIX DESIGN -- The mix design shall comply with Subsection 203-5.4, s "Mix Design", of the Standard Specifications. m z Modify the first paragraph of Subsection 203-5.4, "Mix Design," of the Standard Specifications to include the following: d The Contractor shall submit Mix Designs (Types I and II) for approval within fourteen a (14)working days after the "Notice to Submit Mix Design"is issued. The Contractor will receive T a"Notice to Proceed" only after the Mix Designs are approved. If the Contractor changes sources a of aggregate and/or oil, a new Mix Design shall be resubmitted. The cost of initial testing of the Mix Design(s) will be borne by the CITY. The cost of all retest and testing change of source for Mix Design(s) will be borne by the Contractor, and the amount due to the CITY for said retesting will be deducted from the Contractor's Progress Payments. Z Z 0 43-1.04 HERBICIDE TREATMENT -- The Contractor shall remove any and all > weeds that are growing through cracks from the Project street(s) located within the pavement or C growing between concrete gutters and the pavement. In addition, the Contractor shall spray a a herbicide mixture of either Hyvar mixed with Roundup or Pramatol mixed with Roundup, or E5 Engineer-approved equal, at least fourteen (14) calendar days prior to slurrying, with a maximum a. of 21 days prior to slurry sealing. If the 21 days are exceeded, the street shall be retreated. The herbicide mixture shall contain Blazon, or Engineer-approved equal, a purple dye to easily confirm the herbicide has been applied. All cracks,joints, and crevices within the street shall be a sprayed. An edger with a wire wheel attachment shall be used to remove the vegetation or other d method as approved by the Engineer. Any areas that show weed vegetation growth shall be rescheduled and retreated. The work shall be approved by the Engineer prior to crack and slurry sealing. �e Crack sealing will not be required for those portions of roadways previously treated under o this Contract with a Scrub seal, unless otherwise directed by the Engineer. 0 S N 43-1.05 CRACK SEALING -- Following the herbicidal treatment specified herein, a pavement cracks 1/4" and wider, including alligators, edges, lane joints, traverse and longitudinal joints, edge of gutter, and all random cracks shall be sealed. Prior to sealing cracks, the 5 Contractor shall remove all existing temporary asphalt concrete patching material, vegetation, dirt, and organic material from all cracks by routing out as necessary to provide a 1/2" to 1-1/2" a deep reservoir for the sealer. Immediately preceding the sealing operation, all cracks shall be SP-117 Packet Pg. 552 cleaned with oil-free compressed air. The crack sealing operations shall be complet minimum of twenty-four(24)hours prior to the application of slurry seal. © The crack sealing material shall be hot-applied rubberized asphalt, Crafco Polyflex or Engineer-approved equal. The crack filling material must not be modified or diluted in any way. d A wand and nozzle type application shall be used to fill all cracks with crack filling material. LL Crack filling material shall be applied in two applications with the possibility of additional o applications to fill the crack within the allowable tolerance. The cracks must be filled to the `o surface and not overfilled or applied to the top of adjoining pavement or concrete surfaces. The crack shall be squeegeed immediately after the sealant has been applied to insure conformity with the pavement surface. The crack filling material shall then be allowed to penetrate and sink into the crack area, and not be overfilled, for a minimum of one hour. Each crack must then have a second application of crack filler material applied in the crack area only to within +/- 0.01' of the EQ adjoining pavement surface. Sand will be applied over the crack filling material after the second a application, covering a minimum of 1-1/2" on each side of the crack and not more than 3/4" a higher than the top of the pavement. The Contractor shall be responsible for the removal of all ; excess sand. The excess sand shall be removed within three hours after being applied. a A Cracks and spalls in the pavement greater than 1" shall be filled with C2- PG 64-10 Asphalt concrete with 5.6% binder, per Section 203-6, "ASPHALT CONCRETE," and Section N 302-5, "ASPHALT CONCRETE PAVEMENT,"of the Special Provisions. H Z Contractor shall submit certificates from suppliers for approval by the Engineer stating Vi compliance of material with the requirements of this section prior to use. o a J Q U 43-1.06 WORK HOURS AND PUBLIC NOTIFICATIONS — At least fourteen a (14) calendar days prior to commencing slurry seal work, the Contractor shall submit his slurry seal construction schedule, along with written notification to the Engineer for approval. After approval by the Engineer and a minimum of seven (7) calendar days in advance of the sealing a application, the Contractor shall distribute notifications to all parties (agencies, residents, utility companies, schools, etc.) which will be affected by the sealing applications. Additional printed notifications shall be given not less than forty-eight (48) hours prior to performing any work which will restrict property access, close or partially close the street, or which will restrict or disallow street parking. 0 Contractor shall coordinate his work with all schools located within the slurry seal area e and meet with the school's Principal prior to the start of any work. All slurry seal work adjacent S to schools shall be completed on Saturdays or as acceptable to the Engineer and the affected school's Principal. Any additional costs associated with Saturday work shall be included in the Contractor's Contract bid price and no additional compensation will be allowed. y Slurry seal shall not be applied to any street scheduled for trash collection within forty- v eight (48) hours. It is the Contractor's responsibility to verify the trash collection days within the v slurry seal streets area for the entirety of the Contract. Damage occurring to slurry seal from trash a trucks shall be repaired at the expense of the Contractor. SP-118 Packet Pg.553 Printed handout notices shall contain a general description of the work to be don name of the street to be sealed with limits, the day and date of the sealing application, a statement that no on-street parking will be allowed between the hours of 7:00 a.m. and 5:00 p.m. on the day ^ of work, reference to placement of barricades along the street two (2) days in advance of work, a k v statement that it will be necessary to tow away parked vehicles at the owner's expense per California Vehicle Code CVC 22651L and CVC 22654D, and the name and telephone number of LL the Contractor. Additionally, the notices to residents shall contain a statement that the street to be S sealed will be closed to vehicular traffic between the hours of 8:00 a.m. and 4:00 p.m. ° The Contractor shall also post pre-approved printed "NO PARKING-TOW AWAY ZONE" signs on I" by 2" wood stakes and/or barricades at one hundred foot (100') maximum jo spacing along both sides of the street to be sealed, forty-eight (48) hours prior to the start of the sealing work. Signs shall contain the day, date and hours that parking will be prohibited on that particular street and a statement that parked vehicles will be towed away at owner's expense per a California Vehicle Code CVC 22651L and CVC 22654D. The Contractor shall maintain said signs through the day of work, and shall start the removal of said signs by 4:00 p.m. and complete a the removal by 6:00 p.m. on said day of work or as otherwise directed by the Engineer. Posting of signs on trees, utility poles, light standards, and other existing parkway improvements is forbidden. r The Contractor shall document the day, date, and time that the signs are installed, since w parking restrictions cannot be enforced unless signs have been in place a minimum of 24 hours o prior to enforcement. N © o If in the event a street scheduled for sealing was missed, the Contractor shall immediately a remove all "NO PARKING" signs and notify all residents and others previously notified with printed notices, that due to unforeseen circumstances, the Contractor was not able to seal the a street as previously notified, that the street will be rescheduled in approximately 1 to 2 weeks, and N that residents will be re-notified. _ a a v m 43-1.07 MIXING -- The Contractor, at his expense, shall submit for Engineer 2 approval laboratory reports of mix designs in accordance with Subsection 203-5.4, "Mix Design," of the Standard Specifications. Mixing shall be performed by a continuous-flow mixer and shall meet the requirements set o forth in said Section 203-5.4, and Section 302-4.2 "Mixing," of the Standard Specifications. All g mixers shall be equipped with a fines feeder for the addition of any additives. a 0 N 43-1.08 INSTALLATION — Application of Slurry Seal (Types I and II) shall be N performed in accordance with Section 302-4.3, "Application," of the Standard Specifications. Quantities and application rate shall be approved by Engineer. If required application is not met, E Contractor shall reapply additional slurry to meet requirements, at his expense. a SP-119 Packet Pg. 554 S.I.e Modify the following Subsection 302-4.3.1, "General," Table 302-4.3.1 (A) of the Standard Specifications, for Slurry Seal application rates: Slurry Seal Min. Max. LL Type I ELT/1,800 ftZ ELT/1,900 ftZ o Type II ELT/1,150 ftZ ELT/1,350 ft2 a A r v Prior to storing aggregate on private property, the Contractor shall submit to the Engineer E written permission from the property owner for such stockpiling. Precautions shall be taken to ensure that stockpiles do not become contaminated with oversized rock, clay, silt, or excessive a amounts of moisture. The stockpiles shall be kept in areas that drain readily. Segregation of the 3 aggregate will not be permitted. The stockpile areas shall be thoroughly cleaned of all excess < material and left in a neat, orderly appearance upon completion of slurry operations in any area. The placement of slurry seal may be suspended with the concurrence of the Engineer due pr to unsuitable weather, temperature conditions, or other conditions that are considered unfavorable for the prosecution of the work. The Contractor shall immediately comply with an order of i suspension by the Engineer, and work shall not be resumed until authorized by the Engineer. In 2 the event of a suspension of work, the Contractor shall remove all barricades, equipment and "No 0 Parking/No Driving" signs upon the curing of the completed portion of slurry. a J Prior to applying slung seal, the Contractor shall clean, to the satisfaction of the Engineer, w the street surface with a power sweeper, properly remove all R.P.M.'s, rotary abrasive micro- w grind, or wet-sandblast completely all lane lines, street legends, crosswalks, or other painted or thermoplastic surfaces. This is necessary to provide a good bonding surface for the slurry seal, as z well as eliminate "ghosting" of the old striping and markings as the new slurry wears off over a time. Scarring of the existing pavement surface shall be repaired by wet slurry patching prior to d e 1 main slurry application. � During slurry seal operations, it shall be the Contractor's responsibility to place protective covering over, or to otherwise avoid slurry seal coating of manholes, utility covers, pavement am 3 markers (reflective and non-reflective), concrete gutters, concrete cross gutters, drainage facilities, and survey monuments. Contractor shall remove said covering and/or slung seal a coating after slurry sealing has been completed. o 0 m I N a. 43-1.09 TRAFFIC STRIPING AND PAVEMENT MARKINGS -- Apply traffic striping, markings, and all other directional information to new paved surfaces and existing © surfaces that were damaged by the construction. Traffic striping and markings shall consist of thermoplastic paint and shall match the color of the existing traffic striping and markings, per Section 210-1.6, "Paint for Traffic Striping, Pavement Marking, and Curb Marking," and Section < SP-120 Packet Pg. 555 310-5.6, "Painting Traffic Striping, Pavement Markings, and Curb Markings," of the St Specifications. After the application of all pavement striping and markings, install markers on new paved y, surfaces and existing surfaces that were damaged by the construction. Use reflective markers and m match the color or combination of colors of the existing markers. Install markers along the LL alignment as directed by the Engineer and in accordance with Section 214-5, "REFLECTIVE o PAVEMENT MARKERS," and Section 312, "PAVEMENT MARKER PLACEMENT AND o REMOVAL," of the Standard Specifications. a M L d K c 43-1.10 MEASUREMENT -- The Contractor shall supply the CITY with licensed E Weighmaster's Certificates of weight for all aggregate delivered to the Project during the course of each day. Aggregate so certified as being delivered to the Project shall be used only in the v slung mixture. Materials shall be delivered to the Project only in the presence of a CITY 3 representative. The Contractor shall also present Weightmaster Certificates for the amount of a such aggregate remaining at the completion of the Project at no cost to the CITY. Payment shall be determined by deducting the amount of aggregate remaining on the Project from the amount delivered to the Project, all as shown on licensed Weighmaster's Certificates. N N There shall be no outside work done utilizing materials from the tanks or stockpiles stored o by the CITY's Contractor. y The Contractor shall submit to the Engineer a certified affidavit and delivery rickets which j show quantities of each material delivered to the job site and used on the Project. g U W CL N 43-1.11 PAYMENT -- The Contract unit bid price paid per Extra Long Ton for "SLURRY SEAL (TYPE II)," per Bid Schedule, shall include full compensation for furnishing it all materials, tools, equipment and incidentals, and for doing all the work involved in constructing d the slurry seal, including testing for and famishing the mix design, cleaning the surface before and after the Project, micro-grinding and/or wet sand blasting removal of traffic striping and a legends, protecting and cleaning all utilities, manholes and valve covers, furnishing added water and set control additives, mixing water with asphaltic emulsion for coating the pavement, and protecting the seal until it has set at all locations, complete in place, per the Plans, the Standard ; Specifications and these Special Provisions, and as directed by the Engineer, and no additional o compensation will be allowed therefor. 0 m N a N c m E u SP-121 SECTION 44 THROUGH SECTION 45 _T U d IL C O C O BLANK n m s v K c a E a w a v m 3 Q n 0 r N_ fq Z O fN O C IL J Q U W a w o: Q IL v d s a in r_ m 0 0 n" 0 0 ro N a y c m E s U A Q SP-122 I s.l.e i SECTION 46 46-1 ADJUST UTILITY FRAME AND COVER w TO GRADE d C c O 46-1.01 GENERAL -- Adjusting utility frame and cover to grade, after completion of paving, shall be in accordance with Sub-Section 301-1.6, "Adjustment of Manhole Frames t And Cover Sets To Grade", of the Standard Specifications, these Special Provisions, per the Plans and as directed by the Engineer. E m All debris and foreign material shall be removed from the cover in accordance with Sub- a Section 301-1.6 of the Standard Specifications. 3 a The pavement surrounding the frame and cover shall meet the smoothness requirement as " specified in Sub-Section 302-5.8, "Manholes (and other structures)," of the Standard Specifications. N N Z 46-1.02 ADJUSTING NON-CITY UTILITY COVER/ VAULT FRAME AND °- N COVER -- Adjusting non-city utility cover/ vault frame and cover to grade after completion of o Q paving shall be performed by others. a J Q U W 46-1.03 PAYMENT -- Full compensation for providing all the material, tools and N equipment, and for doing all the work involved in adjusting utility frame and cover to grade, per _ the Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, shall be considered as included in the various Contract bid items of work involved, and no a additional compensation will be allowed therefor. m r The provisions contained in Section 3-2, "Changes Initiated by the Agency", of the Standard Specifications, shall not apply to adjusting utility frame and cover and no adjustment shall, therefor, be made in the Contract bid unit prices for increased or decreased quantities of adjusting utility facilities. C 0 � r- 0 o 0 a N E U a {{7 ', SP-123 Packet Pg. 558 SECTION 47 THROUGH SECTION 49 ( U LL C O C BLANK 2 a L v C G d E v m a v `m 3 Q n to P7 N N Z O N K a J Q U W a N H it Q IL v a v c a r_ NI rn 0 06 0 r 0 0 ro N a N C d E L U W Q SP-124 PacketPg.559 SECTION 50 50-1 REMOVAL AND RESTORATION OF EXISTING IMPROVEMENTS EXCEPT STREET PAVEMENT d u= G 0 c 0 50-1.01 GENERAL - The Contractor shall comply with Section 7-9, "Protection and Restoration of Existing Improvements", of the Standard Specifications, latest edition, and t these Special Provisions. d All existing improvements (except utilities and street pavement) including, but not limited m to curbs, gutters, cross gutters, spandrels, driveways and driveway approaches, ADA bypass and a" sidewalks, walls, fences, sprinkler systems, lawns, shrubs, trees, and traffic signs, traffic striping E and traffic detector loops, which are damaged or removed during the course of construction of the a Project, shall be restored or replaced to a condition equal to or better than, in all respects, the existing improvements removed or damaged, unless otherwise specified or noted on the Plans. A The removal and restoration of existing improvements shall be in accordance with the applicable provision of these Special Provisions, the Standard Specifications, Standard Drawings z I and the following requirements: g ® 1. In the event a portion of curb, gutter or monolithic curb and gutter is damaged by a the Contractor's operations, a minimum of 10 feet of curb, gutter or curb and a gutter shall be removed and replaced regardless of how short a length is damaged. w The Contractor shall begin said 10-foot section, if possible, at an existing joint or y scoring line. If said 10-foot section ends within 3 feet of an existing joint or = scoring line, then the removal shall extend to said joint or scoring line. a a 2. If concrete cross gutter is damaged by the Contractor's operations,the cross gutter shall be removed in its entirety and replaced. a 3. Concrete sidewalk, where noted on the plans, shall be removed in its entirety between scoring lines or between scoring line and joint. Prior to removal, scoring lines shall be saw-cut. ° 0 4. If a concrete driveway is damaged and is a single monolithic structure, it shall be ° removed in its entirety and replaced. N a V) c m �\ L m a SP-125 PacketPg.560 S.I.e 5. If a concrete driveway is damaged and is monolithic with the sidewalk, it shall be © set off from the sidewalk by a saw cut along the edge of the sidewalk. The driveway shall then be removed in its entirety and replaced. d LL 6. If the roadside signs are damaged during the construction,they shall be restored or o replaced to a condition equal or better than the existing per the prior approval of 2 the City's Traffic Section. New installation shall not impede into required ADA Y access distance around obstacles. A minimum clearance of 48" shall be t maintained. v 7. If existing fence is in conflict with the new construction, fence shall be relocated by the Contractor. a Unless otherwise specified, all excess excavation or removed material shall become the a property of the Contractor and shall be disposed of by him away from the site of work. r 50-1.02 PAYMENT - Full compensation for conforming to the requirements of this Section, not otherwise provided for, shall be considered as included in the prices paid for the various Contract bid items of work involved, and no additional compensation will be allowed �°—� therefor. o i K � a U W a w ¢ a I � 1 a �I 3 1 � r O 17j O c O O O r 7� a i m c 1 m r ¢ 1 SP-126 Packet Pg. 567 S.I.e SECTION 51 = U v LL 51-1 CONSTRUCTION INFORMATION SIGN 0 0 51-1.01 GENERAL - Construction information signs shall be furnished, installed, maintained, and removed when no longer required. t d z Contractor shall provide and erect construction information signs at the locations noted in d the Plans or as otherwise approved by the Engineer. Signs shall be furnished by the Contractor, and shall be labeled as shown on the mockup within the Appendix of these Special Provisions, or a" as directed by the Engineer. Construction information signs shall be erected five (5) working 2 days before begin of work. a Construction information signs shall be 4' x 8' in size, with two (2) 6" x 6" x 16' posts. The sign posts shall be set 5' into good, solid ground, and the backfill shall be carefully tamped into place. Alternate sign post material may be proposed by the Contractor for Engineer review. Where placement upon (into) native ground is impracticable within CITY's street right of way (for example, such as through existing sidewalk), Contractor shall propose, for Engineer review/ y approval, an alternate placement area (in street right of way), or method of placement (such as > Calternate base configuration for placement onto existing hardscape), such that underlying a improvements are not damaged. U W Signs shall be fabricated with 0.080" thick clear anodized aluminum or an alternate y material approved by the Engineer. The exposed portions of the fastening hardware on the face of the sign shall be painted using touchup enamel that matches the background. Signs shall have reflectorized white capital letters and 1" border line on standard state highway service signing a blue acrylic enamel background that will last 3 to 5 years. Sign panels shall be bolted to the d wood posts using the appropriate length of 3/8" bolts, and flat washers, nuts and jam nuts. Posts shall be constructed of heart grade redwood, heart grade Douglas fir, or an Engineer-approved equal. ca Signs shall have appropriate structural framing of a similar material attached to the reverse (back) side of the sign, to add rigidity to the sign in windy conditions. ° 0 Messages on signs shall be standardized as much as possible. Contractor shall revise all o misspellings and any other corrections on each sign at no extra cost to the CITY. Contractor shall a have interchangeable street name, project limits, council member, Ward and date panels (as v, appropriate) such that the main sign remains in place during all stages of construction. E If Contractor is ordered to revise the Mayor's name and/or council member's name(s) on a the sign(s), after the construction information sign(s) has been approved by the Engineer, a SP-127 Contract Change Order will be issued in accordance with Subsection 3-2, "Changes Initiat the Agency," of the Standard Specifications, for the cost of changing names. Signs shall be placed so that CITY sight distance standards are maintained. r U d Upon completion of all stages of work, each construction information sign shall be E removed and salvaged by the Contractor to the CITY Yard. The cost of construction information o sign removal and delivery to the CITY's Yard shall be considered incidental to the other items of work and no separate or additional payment will he allowed therefor. r m Contractor shall notify the Engineer and the appropriate regional notification center for operators of subsurface installations at least 2 working days, but not more than 14 calendar days, prior to performing any excavation or other work close to any underground pipeline, conduit, d duct, wire, or other structure. Regional notification centers include, but are not limited to the a following: 3 a Notification Center Telephone Number Underground Service Alert(Southern CA) 1-800-227-2600 r Excavation required to install construction information signs shall be performed by hand methods without the use of power equipment, except that power equipment may be used if it is z determined there are no utility facilities in the area of the proposed post holes. B v, j Q 51-1.02 PAYMENT -- The Contract unit bid price paid per Each for a "CONSTRUCTION INFORMATION SIGN" shall include full compensation for furnishing all a labor, interchangeable street names, interchangeable dates, equipment, materials and tools W required for performing all work necessary to furnish, paint, label, assemble, erect, and repair, y replace and repaint damaged, vandalized or stolen signs, complete in place, and their removal at — completion of the Project, and no separate or additional compensation will be allowed therefore. a Payment will be based upon fifty percent(50%) at sign installation, and fifty percent(50%) at end a of Project, following delivery of salvaged signs to CITY Yard. a a �a 0 a 0 0 N a N C W L U N a SP-128 Packet Pg. 563 SECTION 52 THROUGH SECTION 62 _T U d LL BLANK `0 c 0 a m s v C c m E m m a v m` 3 a N_ N Z O y O or a J a U W IL N h p= a a v a v a ro rn 0 ro 0 r 0 0 ro N IL N c E E 0 u R Q S11-129 Packet Pg. 564 Big 4P �€ �dl • p Z G Ph g •3p€ - a !] pQ EQE w = QC 4' 1 g a Jv1 w & gxg &p€Q< $ x @�IG o =`Ilxp€@s 1e € 4`a` € � g a @g li a � , = yang y lxa�ga 4 � €a @• ° 1 gg [ xyQ#H €axA ti € id€ II €i €dii 4 4 {y Bc v dz V [� d F4 z c4 �5 R ee�Ag {y E a ex r O •ti � � � F � 8 �����F y � �+o. ,, � h H h tt d DRY 0) Z z ooh" $ 1 H E~ W O a"HIN¢ _ • G ! tl Ili ® � Q i�E rr^^ U i � i � � p _; 4 gy �� � Q Ig °1 a ; igQ Q � i !y ; i � lii a€i aypNIN1g€ I � pi �sl� ip 1, Qv•, Q � ; � _ � ±y� 1�, iQA fi€8ga l € Q11INI a � / Qc € e 98 e � � Qe1EE! g Q � lit! ! ! 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VERNON AVENUE (SS 12-017); 15TH STREET, WESTERN AVENUE TO MT. VERNON AVENUE (SS 12-016); MAGNOLIA 6 AVENUE, WESTERN AVENUE TO MT. VERNON AVENUE (SS 12-005); AND us' MEDICAL CENTER DRIVE,HOME STREET TO 16TH STREET(SS 11-003)). 7 N BE IT RESOLVED BY THE MAYOR AND COMMON COUNCIL OF THE Z 8 CITY OF SAN BERNARDINO AS FOLLOWS: m 9 SECTION 1. Hillcrest Contracting,Corona, California, is the lowest responsible bidder c t0 for Pavement Rehabilitation on Five City Streets ("K" Street, Oak Street to Rialto Avenue (SS `4 tl I1-011); Evans Street, Western Avenue to Mt. Vernon Avenue (SS 12-017); 15th Street, = Western Avenue to Mt. Vernon Avenue (SS 12-016); Magnolia Avenue, Western Avenue to d 12 Q: Mt. Vernon Avenue (SS 12-005); and Medical Center Drive, Home Street to 16Th Street (SS 13 11-003)). A contract is awarded accordingly to said bidder in a total amount of$898,743.20, d Ia with a contingency amount of$65,000.00, but such contract shall be effective only upon being a 15 fully executed by both parties. All other bids, therefore,are hereby rejected. The City Manager a is hereby authorized and directed to execute said contract on behalf of the City. A copy of the 16 � contract is on file in the office of the City Clerk and incorporated herein by reference as though 17 fully set forth at length. 18 SECTION 2. This contract and any amendment or modifications thereto shall not take o N 19 effect or become operative until fully signed and executed by the parties and no party shall be 2U obligated hereunder until the time of such full execution. No oral agreements, amendments, E modifications or waivers are intended or authorized and shall not be implied from any act or A 21 .. course of conduct of any party. a 22 SECTION 3. The authorization to execute this contract is rescinded if the parties to the 23 contract fail to execute it within sixty(60)days of passage of this Resolution. 24 25 I RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AWARDING A CONTRACT TO HILLCREST CONTRACTING, 2 CORONA, CALIFORNIA, FOR PAVEMENT REHABILITATION ON FIVE CITY 3 STREETS ("K" STREET, OAK STREET TO RIALTO AVENUE (SS 11-011); EVANS STREET, WESTERN AVENUE TO MT. VERNON AVENUE (SS 12-017); 15TH 4 STREET, WESTERN AVENUE TO MT. VERNON AVENUE (SS 12-016); MAGNOLIA AVENUE, WESTERN AVENUE TO MT. VERNON AVENUE (SS 12-005); AND 5 MEDICAL CENTER DRIVE,HOME STREET TO 16TH STREET (SS 11-003)). 6 I HEREBY CERTIFY that the foregoing Resolution was duly adopted by the Mayor and d 7 Common Council of the City of San Bernardino at a meeting thereof, held on the ,, 8 day of .2012,by the following vote,to wit: d 9 Council Members: AYES NAYS ABSTAIN ABSENT 0 10 MARQUEZ o 11 JENKINS — a s 12 VALDIVIA 13 SHORETT E 14 KELLEY a 15 JOHNSON 16 MCCAMMACK o n 18 a City Clerk 19 20 The foregoing resolution is hereby approved this day of 2012. E r U 21 Q 22 Patrick J. Moms, Mayor City of San Bernardino 23 24 Approved as to Form: 25 J s . enman, City Attorney