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08.M- Public Works
RESOLUTION (ID#2041) DOC ID: 20411 CITY OF SAN BERNARDINO—REQUEST FOR COUNCIL ACTION Agreement/Contract Amendment From: Jim Smith M/CC Meeting Date: 12/17/2012 Prepared by: Ted Rigoni, (909) 384-5198 Dept: Public Works Ward(s): 2 &3 Subject: Resolution of the Mayor and Common Council of the City of San Bernardino Awarding a Contract to All American Asphalt, Corona, California, for Pavement Rehabilitation on Four City Streets: Rancho Avenue, from Rialto Avenue to Foothill Boulevard, Plan No. 12482 (SS04- 048); Windsor Drive, from Baseline Street to Gilbert Street, Plan No.12803 (SS11-012 & SS11- 015); 21st Street, from Valencia Avenue to Perris Hill Park Road, Plan No. 12818 (SS12-006); and Perris Hill Park Road, from 21st Street to Pacific Street,Plan No. 12824 (SS 12-009). Financial Impact: This proposed contract involves five Capital Improvement Program(CIP) projects and corresponding accounts that were included in the adopted FY 2011-12 Budget under Fund 129 (Measure 1) and Fund 258 (Proposition 1B). The five projects include: •Project No. SS 04-048 "Rancho Avenue Pavement Rehabilitation"(Account No. 129-160-5504- C 7381-0 •Projec1 No.No. SS 11-012 "Windsor Drive Pavement Rehabilitation" (Account No. 258-160-7908- 0025); •Project No. SS 11-015 "Windsor Drive Pavement Rehabilitation" (Account No. 258-160-5504- 7905-0025); -Project No. SS12-006"21st Street Pavement Rehabilitation"(Account No. 129-160-5504-7933- 0025); and -project No. SS12-009"Perris Hill Park Road Pavement Rehabilitation"(Account No. 129-160- 5504-7936). Additional funding will also come from Project No. SS-B "Accessibility Improvements at Various Locations" (Account No. 129-160-5504-7202-0025 and Account No. 258-258-160- 5504-7202-0025). Table A(attached)provides a summary of the proposed funding for the subject paving projects using budgeted Proposition 1B funds and Measure I funds. Motion: Adopt the Resolution. Synopsis of Previous Council Action: 07/05/11 Resolution 2011-261: Mayor and Common Council adopted the FY 2011-12 to FY 2015-16 Capital Improvement Program (5-year CIP). Back round: On July 5, 2011, the Mayor and Common Council approved Resolution 2011-261, the FY 2011- 12 through FY 2015-16 Capital Improvement Program (CIP), which includes the subject roadways. This construction contract combines four roadway segments (Rancho Avenue, (`✓ Windsor Drive, 21St Street, and Perris Hill Park Road) into one project. This project primarily Updated: 12/13/2012 by Georgeann"Gig?Hanna I 2041 100"1 provides for pavement rehabilitation on the four streets and construction of local drainage ..� improvements on Rancho Avenue at Rialto Avenue. The project also provides curb access ramps and localized sidewalk repairs in accordance with the Americans with Disabilities Act (ADA) on the subject roadways. The budgets and funding sources approved in Resolution 2011-261 for the projects are listed below: Figure 1: Original FY 2011-12 Approved Amended FY 2011-12 Budget Budget Project Carry-Over Fund Budget Fund SS 04-048 $ 330,500 129 $ 340,400 258 SS 11-012 $ 183,184 258 $ 183,184 258 SS 11-015 $ 187,278 258 $ 187,278 258 SS 12-006 $ 62,052 129 $ 129,500 258 SS 12-009 $ 96,672 129 $ 171,400 258 SS-B $ 88,100 258 $ 88,100 258 SS-B $ 707,418 129 $ 707,418 129 Total $ 1,655,204 $1,807,280 Local advertising for project bids included the San Bernardino County Sun Newspaper, F. W. Dodge Company (Monrovia), High Desert Plan Room, Construction Bid Board, Inc., San Diego Daily Transcript, Bid America Electronic, AGC Plan Room/The Daily Construction Reporter, iSgFt Plan Room, Reed Construction Data, Construction Bid Source (CBSI), Bid Ocean, Inc., and the City of San Bernardino Chamber of Commerce. Information and electronic copies of the construction documents were also posted on the City's website. A total of two bids were received and are listed below: Figure 2• NAME OF BIDDER CITY AMT.OF TOTAL BID All American Asphalt Corona,CA $ 1,200,000.00 Matich Corporation San Bernardino, CA $ 1,588,000.00 Engineer's Estimate $ 1,018,021.00 The bids exceed the Engineer's Estimate by 15% and 36%respectively. Staff carefully reviewed the unit prices from the two bids and concluded that a bidding premium may exist, resulting directly from the City's bankruptcy status. Further, receiving only two bids for a contract of this size and scope may reflect the contracting sector's uncertainty toward City work. Although the City has filed for Chapter 9 bankruptcy protection, the work on these four Updated: 12/13/2012 by Georgeann"Gigi"Hanna I Packet Pg. 588 2041 C roadways provides for and supports the health, welfare and safety of San Bernardino's residents, business owners and visitors by providing roadways that accommodate the safe and efficient movement of goods and people. Further, and most importantly, funds for the four roadways are derived from Proposition 1B Local Streets and Roads Fund. Proposition IB Funds are restricted to roadway improvements and must be expended by June 30,2013, or be returned to the State. After a complete review of the two sealed competitive bids and verification of mathematical calculations and certifications, staff has determined that All American Asphalt is the apparent low bidder and has met the minimum requirements of the bid specifications and guidelines. Based on the above information, All American Asphalt is the lowest responsible bidder and staff recommends that the contract be awarded to them. The estimated project costs are as follows: Figure 3: TOTAL COST Bid Amount $ 1,200,000.00 Contingencies and Change Orders $ 70,000.00 Subtotal Construction Cost $ 1,270,000.00 Construction Management, Contingencies&Inspection $ 70,000.00 Total Estimated Construction Cost $ 1,340,000.00 OIn order to award the contract, staff recommends that the Finance Director be authorized to change the funding sources and increase the budgeted amounts approved in Resolution 2011- 2016 to the amounts shown below: The work on Rancho Avenue occurs within a commercial/industrial district and crosses over the Southern California Regional Rail Authority (SCRRA) and Burlington Northern and Santa Fe Railway (BNSF) facilities. Provisions have been included in the project to provide for roadway traffic detouring that accommodates ongoing daily SCRRA and BNSF railroad operations. Other project features on Rancho Avenue include repair of the existing embankment and metal beam guardrail northerly of the railway crossing, and a new corrugated metal pipe drop inlet, to reduce ponding north of the railway crossing. The work along Windsor Drive, 21" Street and Perris Hill Park Road occurs along residential streets, and adjacent to a San Bernardino County Flood Control District facility. Work activities have been coordinated with the San Bernardino County Flood Control District, the San Bernardino City Unified School District Safety Coordinator, and Pacific High School. All abutting property owners will be notified via letter of the proposed project; the work will be coordinated so as to limit impacts to the residents, schools, railroad facilities and businesses along these four roadways. The project includes placement of an Asphalt Rubber Aggregate Membrane (ARAM) beneath the asphalt concrete pavement overlay for all four streets. This technology will help to reduce © construction duration and impacts by sealing all roadway cracks and providing a flexible interlayer, delaying onset of future pavement deterioration and thereby reducing future impacts Updated: 12/13/2012 by Georgeann"Gigi"Hanna I Packet Pg. 589 2041 to the residents and motorists using the roadway. As with all Public Works contracts, staff will [v work with the contractor to help minimize construction-related impacts. City Attorney Review: .Supportin�Documents: Reso 2041 (1) (PDF) Table A-Project Funding Summary (XLSX) Four City Rehab Low Bidder Bid Form (PDF) 4 city rehab bid tabulation (PDF) Four City Rehab Addendum No. One signed(PDF) SP 12482, 803, 818 & 824- PART I -ADMINISTRATION; 4-12 (PDF) SP 12482, 803, 818 & 824; 4 bundled PART H - SPECIAL PROVISIONS; 5-12 (PDF) Signed Title Sheet (PDF) Signed Sheet 2 of 6-Rancho (PDF) Signed Sheet 3 of 6-Rancho (PDF) Signed Sheet 4 of 6-Windsor (PDF) Signed Sheet 5 of 6-21st Street (PDF) Signed Sheet 6 of 6 Perris Hill Park Road (PDF) O Updated: 1211312012 by Georgeann"Gigi"Hanna I i OI RESOLUTION NO. 2 RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AWARDING A CONTRACT TO ALL AMERICAN 3 ASPHALT, CORONA, CALIFORNIA, FOR PAVEMENT REHABILITATION ON 4 FOUR CITY STREETS: RANCHO AVENUE, FROM RIALTO AVENUE TO FOOTHILL BOULEVARD, PLAN NO. 12482 (SSO4-048); WINDSOR DRIVE, FROM 5 BASELINE STREET TO GILBERT STREET,PLAN NO. 12803 (SS11-012 & SS11-015); 21sT STREET, FROM VALENCIA AVENUE TO PERRIS HILL PARK ROAD, PLAN 6 NO. 12818 (SS12-006); and PERRIS HILL PARK ROAD, FROM 21sT STREET TO PACIFIC STREET,PLAN NO. 12824(SS12-009). 7 BE IT RESOLVED BY THE MAYOR AND COMMON COUNCIL OF THE 8 CITY OF SAN BERNARDINO AS FOLLOWS: .4 d 2 9 SECTION 1. All American Asphalt, Corona, California, is the lowest responsible u) T r 10 bidder for Pavement Rehabilitation on Four City Streets (Rancho Avenue, from Rialto Avenue 11 to Foothill Boulevard, Plan No. 12482 (SS 04-048); Windsor Drive, from Baseline Street to u0 w Gilbert Street, Plan No.12803 (SS 11-012 & SS 11-015); 21St Street, from Valencia Avenue to M0 12 w Perris Hill Park Road, Plan No. 12818 (SS 12-006); and Perris Hill Park Road, from 21St Street 13 to Pacific Street, Plan No. 12824 (SS 12-009)). A contract is awarded accordingly to said 0 14 bidder in a total amount of $1,200,000, with a contingency amount of $70,000.00, but such 15 contract shall be effective only upon being fully executed by both parties. All other bids, therefore, are hereby rejected. The City Manager is hereby authorized and directed to execute o 16 N said contract on behalf of the City. A copy of the contract is on file in the office of the City m 17 Clerk and incorporated herein by reference as though fully set forth at length. c 18 SECTION 2. This contract and any amendment or modifications thereto shall not take E 0 19 effect or become operative until fully signed and executed by the parties and no party shall be x a 20 obligated hereunder until the time of such full execution. No oral agreements, amendments, modifications or waivers are intended or authorized and shall not be implied from any act or 21 course of conduct of any party. 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 O1 RESOLUTION . . . AWARDING A CONTRACT TO ALL AMERICAN ASPHALT, CORONA, CALIFORNIA, FOR PAVEMENT REHABILITATION ON 2 FOUR CITY STREETS: RANCHO AVENUE, FROM RIALTO AVENUE TO 3 FOOTHILL BOULEVARD, PLAN NO. 12482 (SSO4-048); WINDSOR DRIVE, FROM BASELINE STREET TO GILBERT STREET,PLAN NO. 12803 (SS11-012& SS11-015); 4 21sT STREET, FROM VALENCIA AVENUE TO PERRIS HILL PARK ROAD, PLAN NO. 12818 (SS12-006); and PERRIS HILL PARK ROAD, FROM 21sT STREET TO 5 PACIFIC STREET,PLAN NO. 12824(SS12-009). 6 I HEREBY CERTIFY that the foregoing Resolution was duly adopted by the Mayor and 7 Common Council of the City of San Bernardino at a meeting thereof, held on the day of 2012, by the following vote,to wit: s Council Members: AYES NAYS ABSTAIN ABSENT 9 MARQUEZ a 10 v JENKINS o 11 LL VALDIVIA ° 12 r © SHORETT 13 14 KELLEY N 15 JOHNSON _ v 6 MC CAMMACK 0 N 17 r is Georgeann Hanna,City Clerk E L 19 The foregoing resolution is hereby approved this day of 2012. a 20 21 Patrick J. Morris,Mayor 22 City of San Bernardino 23 Approved as to Form: 24 9 25 es F. Penman,City Attorney Packet Pg. 592 c ms#o_.A @qLt4 a , �VO» wmmBMI Aje_G ka, %eVm& a_Lj3e m Im _ ) Er 2 �k01 \ \ \ \ \ \ 751k]\ a \ ) 0 E - ® 2 <- ® a CD \ IL 3 2 , - - - _ LL a) } / \ j § o Cl) § $ 7 c - - - 2 7 � � 2 } cri w � � _ Cl k r \ \� k & a § k - - \ cl C § § q q § ) \ / « \ CL ! § q q $ q 8.M.c PAVEMENT REHABILITATION OF FOUR CITY STREETS BID SCHEDULE No. 1 ancho Avenue, Rialto Avenue to Foothill Boulevard (CIP No. SS 04-048) Tans and Special Provisions No. 12482 Item Description Unit Quantity Unit Price($) Item Total ($) 1 Mobilization LS 1 7-47--10' 2`4Z'10- 2 Traffic Control LS 14�i�ioo- Traffic Control, SCRRAJ BNSF work area, 3. including all fees required by SCRRA/BNSF LS d Construct PCC Curb Ramp, including removal of _ _ to 4. existing,per Caltrans Std.Plan A88A EA 4 'LRpp t t loon Y U Modify Existing PCC Curb Ramp, including g 5. grinding existing PCC curb where noted, per EA 5 ?goo— l4Scx'— 0 Caltrans Std.Plan A88A a m Construct PCC Cross Gutter with Spandrels, 6 including removal of existing,per City Standard EA 1 o�" Plan No. 201 c N Construct PCC Sidewalk,including removal of— E 7. existing,per City Standard Plan No.202 SF 94 `o LL Remove Iril et,Abandon Pipe and Brick and Mortar m 8• Plug Remainder LS 2ZLIA�)— Construct Modified Type V CMP Drop Inlet, m 9.(S) including removal of existing,per OCPW Standard LS 1 _ v o Plan 1305 M Construct Junction Structure Per SPPWC Standard r d 0 10. Plan No. 332-2 EA 1 _o o o " Z 0,3 — r U Construct Concrete Collar per City Standard Plan IL(D) No. 412 EA 2 �rflo- 1300— '0 Y C Construct Catch Basin No. 2,with Local E 12. Depression,per City Standard Plan Nos.404&407 EA 2 `�Zoo— Z�1-{oo— r V R 13 Fumish and Install 18"RCP,D-2000 LF 72 a 14 Fumish and Install 24" RCP;D-2000 LF 84 Cold Mill Wedge Cut, 1.6"max depth,width per 15, Plan LF 2,540 16. Cold Mill Wedge Cut,2" max depth,width per Plan LF 540 1840 - B-2 Pegket Pg.594" :aM PAVEMENT REHABILITATION OF FOUR CITY STREETS BID SCHEDULE No. 1, Cont. (ancho Avenue, Rialto Avenue to Foothill Boulevard (CIP No. SS 04-048) Plans and Special Provisions No. 12482 Item Description Unit Quantity Unit Price($) Item Total($) 17. Cold Mill Header Cut,Depth and Width per Plan SF 5,830 . SO " I S- 18, Embankment Repair,Rancho Avenue,MBGR Area CY 45 ms-- 4-125" Pavement Repair, including removal and replacement 19• of minimum 4"Asphalt Concrete SF 9,300 3 .2S 3p2'zS- N 20.(S) Repair MBGR Along Rancho Avenue LS I 2C N Construct Asphalt Concrete Pavement Leveling 21. Course, 0.75' TN 200 13� 0 22 (S) Construct Asphalt Rubber Aggregate Membrane SY 15,800 0 23.(D) Construct Flush Coat SY 15,800 ,SO -I9UO _ L v 24 Construct Asphalt Concrete Pavement Overlay, 1.2" TN 1,020 'I I 12LV?,O- Construct AC Dike Type DI-8,per SPPWC Standard o 25. (S) Plan No. 120-1 LF 20 120- 240 0- E Replace Existing Traffic Inductive Loop Detector, EA 5 0 26. Complete in Place lQ2S 3125' m 27. Adjust Existing Utility Frame and Cover to Grade EA 6 Adjust Existing Water Valve Cover to Grade ° 28. J g EA 6 3 29.(D) Untreated Base(Patching&Flatwork) TN 20 0 a Thermoplastic Traffic Striping, and Raised Pavement r Markers,Reflectorized,from Walnut Street to d 30.(S) Foothill Boulevard,per Caltrans Std. Plans A20A, LS 1 t3000- Qpoe' A2014,A20C,A201),A24A,A24B,A24D,A24E& L CA MUTCD 0 Furnish and Install Sign,per Plans and Special c 3 L(S) Provisions EA 10 E C U NPDES Requirements,including SWPPP,per =° 32.(S) Section 6-1.03 of these Special Provisions LS 1 Ll app f SU U- a 33.(S) Construction Information Sign EA 2 0po - 7-000- Total Bid Schedule No. 1 Bid $ '-1' sm-" • B-3 Packet Pg.595" PAVEMENT REHABILITATION OF FOUR CITY STREETS BID SCHEDULE No. 2 Nindsor Drive, Baseline Street to Gilbert Street (CIP Nos. SS 11-012 & SS 11-015) Plans and Special Provisions No. 12803 Item Description Unit Quantity Unit Price{$) Item Total($) I Mobilization LS 1 Z'-t7-46• Zy Z�{6 SO 2 Traffic Control LS 1 Z000r 'Z OQO Construct PCC Curb Ramp,including removal of 3• existing, per Caltrans Std. Plan A88A EA 14 ze asp >gSo0' rn Modify Existing PCC Curb Ramp,including 4 grinding existing PCC curb where noted, per EA 4 Caltrans Std.Plan A88A zL+so ^ �1 $OV— 0 LL Construct PCC Curb,including removal of existing, c 5. per Modified City Standard Plan No. 200,Type B LF 115 j-2, '3b$V- a m r d Construct Modified 18"Wide PCC Gutter, 6 including removal of existing,per City Standard LF 1,570 Zc{ SCj c Plan No. 200 3��{t°5 E Construct Modified 30"wide PCC Gutter, including LL 7• removal of existing,per City Standard Plan No.200 LF 675 �'�,c� 22 to l Z.S� o •m Construct PCC Cross Gutter with Spandrels, 8 including removal of existing,per City Standard EA 2 p Plan No. 201 3 0 Construct PCC Cross Gutter without Spandrels, 9 including removal of existing,per City Standard EA 3 Plan No. 201 _T Construct PCC Sidewalk, including removal of L) 10. existing,per City Standard Plan No,202 SF 590 S•SIC-) `32`-t✓S— a'o Construct Parkway Culvert,including removal of existing,per City Standard Plan No.401, Case III, EA I E 11. E N=3 Y V Construct PCC Residential Driveway Approach, a 12 including removal of existing,per City Standard SF 150 p — Gtpp Plan No. 203 Construct PCC Alley Intersection Approach, 13. including removal of existing,per SPPWC Standard EA 2 `L3oo y C) Plan No. 130-2 Construct PCC ADA Bypass per Modified City 14. Standard Plan No.203 SF 30 - B-4 P.,acket Pa598„: PAVEMENT REHABILITATION OF FOUR CITY STREETS BID SCHEDULE No. 2, Cont. Vindsor Drive, Baseline Street to Gilbert Street (CIP Nos. SS 11-012 & SS 11-0 15) Plans and Special Provisions No. 12803 Item Description Unit Quantity Unit Price($) Item Total ($) Cold Mill Wedge Cut, 1.6"Max Depth,Width per 15. Plan LF 3,780 16. Cold Mill Header Cut, Depth and Width per Plan SF 21530 . 30 1ST u' M Q� Pavement Repair,including removal and 17. replacement of minimum 2 ''/s"Asphalt Concrete SF 5,220 `L,s-0 (3050 — ( T Pavement Repair, including removal and 18. replacement of minimum 4"Asphalt Concrete SF 2,420 L+ — C1(Qta lJ— 0 0 U. 0 0 19.(S) Construct Asphalt Rubber Aggregate Membrane SY 15,800 a 1,',c4 S 101 -910 — r v 20.(D) Construct Flush Coat SY 15,800 .So —7q oo — 21 Construct Asphalt Concrete Pavement Overlay, 1.2" TN 1,020 22 Adjust Existing Water Valve Cover to Grade EA 9 QUO — 1���_ `0 LL G3.(D) Untreated Base(Patching&Flatwork) 20 Thermoplastic Traffic Striping, and Raised 24.(S) Pavement Markers,Reflectorized,per Caltrans Std. LS 1 Plans A24D &A24E 3 0 J Replace Existing Traffic Inductive Loop Detector, r 25.(S) Complete in Place EA 1 _T Furnish and Install Sign,per Plans and Special 26.(S) Provisions EA 7 315 - 22_es l 'o LL NPDES Requirements, including SWPPP,per 27•(S) Section 6-1.03 of these Special Provisions LS 1 <4000 qppo— E L U Construction Information Sign 2 .�°. 28.{S) EA rocv— 1 20 0 0— a Total Bid Schedule No.2 Bid $ 41goo0.eo B-5 Packet I?g ,59T PAVEMENT REHABILITATION OF FOUR CITY STREETS BID SCHEDULE No. 3 215` Street, Valencia Avenue to Perris Hill Park Road (CIP No. SS 12-006) Plans and Special Provisions No. 12818 Item Description Unit Quantity Unit Price($) Item Total M 1 Mobilization LS 1 Q61S, So g161S.sD 2 Traffic Control LS 1 1lou�� �l000^ w v Construct PCC Curb Ramp, including removal of 3. existing,per Caltrans Std.Plan A88A EA 3 —73 tG�v — T Modify Existing PCC Curb Ramp, including 4 grinding existing PCC curb where noted,per EA 4 — u°. Caltrans Std. Plan A88A $D° c a Construct PCC Curb and Gutter,including removal 5. of existing,per City Standard Plan No.200,Type B LF 1b0 440— (-04.(.00— m Construct Portion of PCC Cross Gutter, including N 6. removal of existing,per City Standard Plan No.201 LS 1 ')'0 o O `jp0o — E Construct PCC Sidewalk,including removal of ,° 7. existing,per City Standard Plan No.202 SF 690 E;.Bj S-799 — v_ m Construct PCC Residential Driveway Approach, 8. including removal of existing,per City Standard SF 144 Plan No.203 c J Construct Portion of PCC Commercial Driveway Approach, including removal of existing,per City d 9. Standard Plan No.204 SF l08 T Y U Construct PCC ADA Bypass per Modified City U.10. Standard Plan No.203 SF 100 20- 'Zooms— c 0 c Cold Mill Wedge Cut, 1.6"Max Depth,Width per 11. Plan LF 1,970 a 12 Cold Mill Ileader Cut,Depth and Width per Plan SF 2,940 .30 $82— Pavement Repair,including removal and 13. replacement of minimum 2 '/z"Asphalt Concrete SF 1,490 rL rip — 14.(S) Construct Asphalt Rubber Aggregate Membrane SY 7,200 15.(D) Construct Flush Coat SY 7,200 3� O' B-6 Packet Pg. 598 PAVEMENT REHABILITATION OF FOUR CITY STREETS BID SCHEDULE No. 3, Cont. I"Street, Valencia Avenue to Perris Hill Park Road(C1P No. SS 12-006) Plans and Special Provisions No. 12818 Item Description Unit Quantity Unit Price($ Item Total($) 16 Construct Asphalt Concrete Pavement Overlay, 1.2" TN 470 17 Adjust Existing Water Valve Cover to Grade EA 4 16 Adjust Existing Utility Frame and Cover to Grade EA 3 m 19.(D) Untreated Base(Patching&Flatwork) TN 20 T Replace Existing Traffic Inductive Loop Detector, G 20. Complete in Place EA 8 vou— L'o LL Thermoplastic Traffic Striping, and Raised o 21 S O Pavement Markers,Reflectorized,per Caltrans Std. LS 1 �p0" Plans A20A,AND,A24A, A24C&A24E NPDES Requirements,including SWPPP,per c r2(S) Section 6-1.03 of these Special Provisions LS 1 'Zouo' '07 E 3.(S) Construction Information Sign EA 1 (puo' �° l000' p m Total Bid Schedule No. 3 Bid $ X45 Ooo'p° v a m 3 0 J a m r m tr a U 0 LL C 0 E L V A Q B-7 PacketPg.599 PAVEMENT REHABILITATION OF FOUR CITY STREETS BID SCHEDULE No. 4 ,erris Hill Park Road, Pacific Street to 21" Street(CIP No. SS 12-009) Plans and Special Provisions No. 12824 Item Description Unit Quantity Unit Price($) Item Total($) 1 Mobilization LS 1 123%0- 2 Traffic Control LS 1 Construct PCC Curb Ramp,including removal of 3- existing,per Caltrans Std. Plan A88A EA 8 V d Modify Existing PCC Curb Ramp, including 4 grinding existing PCC curb where noted,per EA 3 T Caltrans Std.Plan A88A Zia �'� Q Construct PCC Sidewalk, including removal of 0 0 U. 5- existing,per City Standard Plan No. 202 SF 30 o a Cold Mill Wedge Cut, 1.6"Max Depth, Width per r 6. Plan LF 1,760 t 25 22 7. Cold Mill Header Cut,Depth and Width per Plan SF 3,080 .3p 92-4- N Pavement Repair,including removal and 8. replacement of minimum 2 %"Asphalt Concrete SF 1,020 ',� �pO `0 y LL 9.(S) Construct Asphalt Rubber Aggregate Membrane SY 8,750 reef 3-� �o m Coat Construct Flush Coa 10.(D) SY 8,750 -GP t�3-IS - :-tea m I1. Construct Asphalt Concrete Pavement Overlay, 1.2" TN 550 'l l " 39osp' 0 12 Construct Asphalt Concrete Pavement Overlay, 1.5" 15 13. Construct AC Walk, 3"Thickness SF 300 a 14 Adjust Existing Water Valve Cover to Grade EA 1 0 15.(D) Untreated Base (Patching&Flatwork) TN 10 c Thermoplastic Traffic Striping, and Raised w E 16.(S) Pavement Markers,Reflectorized,per Caltrans Std. LS 1 sous Samoa' ��, Plans A20A,A20D&A24E a NPDES Requirements,including SWPPP,per 17.(S) Section 6-1.03 of these Special Provisions LS 1Op- 2 uoo 18.(S) Construction Information Sign EA 1 (poo' (Oo0 Total Bid Schedule No.4 Bid $ 1"1 1 0ks Q B-8 Packet Pg.600 SUMMARY OF BID SCHEDULES PLANS AND SPECIAL PROVISIONS NOS. 12482, 12803, 12818 & 12824; PAVEMENT REHABILITATION ON FOUR CITY STREETS RANCHO AVENUE, FROM RIALTO AVENUE TO FOOTHILL BOULEVARD PLAN NO. 12482 ( SS 04-048 ); WINDSOR DRIVE,FROM BASELINE STREET TO GILBERT STREET PLAN NO. 12803 ( SS 11-0 12 & SS 11-015 ); 211T STREET, FROM VALENCIA AVENUE TO PERRIS HILL PARK ROAD PLAN NO. 12818 ( SS 12-006); and PERRIS HILL PARK ROAD,FROM 21sT STREET TO PACIFIC STREET PLAN NO. 12824 ( SS 12-009 ) in BIDDER: III kW1(f GC4V1 I �r (Contractor Name) 0 LL TOTAL BID SCHEDULE No. 1: S 44 S puu ' °° (FIGURES) 0 m d TOTAL BID SCHEDULE No.2: $ 4[9 tsoo' °a (FIGURES) N E `o LL i OTAL BID SCHEDULE No.3: S IlpsO�o (FIGURES) m d m TOTAL BID SCHEDULE No.4: S 1 l wo-°a (FIGURES) 0 0 a M Ofs d GRAND TOTAL BID* S I 'Zofl ooy'O° (FIGURES) 0 0 LL *Grand Total Bid is equal to the total of Bid Schedule No. 1, plus Bid Schedule No. 2, plus Bid Schedule No.3, plus v Bid Schedule No. 4. E z U BID NOTES: a Bids shall be submitted on the bid forms provided in the Bid and Contract Documents package. All bid forms shall be completed, signed, and sealed in accordance with these instructions and the instructions included with the individual bid forms.A bid that fails to include all bid forms will be considered non-responsive. CITY reserves the right to award a Contract to the lowest responsible bidder for the GRAND TOTAL BID ''he combined total of Bid Schedule No. 1, plus Bid Schedule No.2,plus Bid Schedule No. 3, plus Bid Schedule No. . The Bid Schedule shall be typed or clearly completed in ink. All spaces for unit prices, item totals, and total bid shall be completed, in figures. All prices shall be in United States dollars. For a Lump Sum item, the unit price shall match the item total price. B-9 The bidder shall make every effort to provide a legible and complete Bid Schedule. The bidder shall ven that its Bid Schedule is free of mathematical errors. If a Bid Schedule is found to contain minor errors or illegible Entries, the bidder agrees that the CITY may, if deemed in the public interest, cure the error or entry, using one of the ollowmg methods: Method A. If the sum of the item totals does not equal the total bid, but all item totals correctly indicate the products of the unit price and quantity, the CITY will consider the corrected sum of the item totals to be the Bidder's total bid. Method B. If the sum of the item totals equals the total bid, but the product of a unit price and a quantity does not equal the stated item total,the City will determine a correct unit price by dividing the item total by the item quantity. N d 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 City ,, Engineer's estimate of quantities of work. 0 0 If any person contemplates submission of a bid for the proposed contract and is in doubt as to the true meaning w of any part of the services to be performed, they may submit a written request for an interpretation or correction -0 0 thereof. The person submitting the request will be responsible for its prompt delivery by 5:00 p.m. of the 5t"working day prior to the day of the proposed bid opening. o: Any interpretation or correction of the proposed documents shall be made only by addendum duly issued and N copy of such addendum will be faxed, mailed, or delivered to each person of record as receiving a set of such documents. The CITY will not be responsible for any other form of explanation or interpretation of the proposed o cuments. CO 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 amount of a Bid, or the CO 3 existence or treatment of an irregularity in a Bid,shall be final. 0 0 a m BIDDER declares that this Bid is based upon careful examination of the work site, Bid and Contract It Documents. ,, U Estimated quantities are for the purpose of comparison only, and payments will be made on a basis of actual L° measurement of work completed except for Lump Sum(LS)and Final (F)pay quantities. E L U R Codes: Units of Measurement: a (F) Final Pay Quantity EA Each (S) Specialty Bid Item LS Lump Sum (D) Deletable Work Item SF Square Foot SY Square Yard ELF' Extra Long Ton LF Linear Feet TN Ton B-10 Packet Pg. 602 (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 ;ontractor'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 Previsions. N d d L N U 0 U- 0 m t d V O N E 0 O LL 47 d m 3 0 J t d _T U O LL G Ol E r U R Q B-1 I Packet Pg. 603 BIDDER'S INFORMATION AND SIGNATURE: It is the understanding of the undersigned that the work hereinabove described shall be commenced within Ten I( Cvorking days from the date of the"Notice to Proceed",and shall be completed within FIFTY(50) Working Days from th 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, a within the specified time, the proceeds of the Bidder's Guaranty accompanying this Bid shall be paid to the City of Sa Bernardino as liquidated damages. Licensed in accordance with an act providing for the registration of Contractor, LICENSE A EXPIRATION NO.: 2-61 01 3 CLASSIFICATION: +r , C—I 2 DATE: L � FIRM NAME: �I I t✓l 1 GrilY) PT T BUSINESS ADDRESS: 0 4j6�C 22�� ,L BUSINESSPI40NE: CELL: If an individual, so state. If a firm or co-partnership, give the names of all individuals, co-partners composing th N firm. If a corporation,give the names of the president,secretary,treasurer and manager thereof: /�� `o VG1'P5�1�Gt-fi 6Yl Is Bidder currently a certified DBE? Yes ❑ No` '- Legal Stato of Firm m v NAMES ADDRESS(ES) rat ���1 Pre�� de�rt '-100 6( �ckh rTl-t t,CAS g 1` T U SIGNATURE OF BIDDER: _ ,� _ . 11 .20 12— ° Ix�ta P. d E L V Q C-1 PacketPg. 604 4(1 AT(W'0GeA n Pipha }— a.M.c BIDDER'S FIRM NAME ACKNOWLEDGEMENT OF ADDENDUMS PLANS & SPECIAL PROVISIONS NOS 12482 12803 12818 &12824 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. d d N a BIDDER'S INITIALED ACKNOWLEDGEMENT OF ADDENDUMS: 0 LL 0 ADDENDUM NO. l DATE: m t d ADDENDUM NO.2 DATE: ADDENDUM NO.3 DATE: N O ADDENDUM N0.4 DATE E 0 LL v m d n a m 3 0 J R L d _T U 7 0 LL Y C d E L V R Q © G2 Packet ift 605 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 one percent of the total bid or$10,000.00,whichever is greater. N In the case where a bidder claims an inadvertent clerical error in listing sub-contractors, a notice of the claim must be submitted to the Office of the City Engineer in writing within 2 working days after the c time of the bid opening and send copies of the notice to the subcontractors involved. LL w 0 a The bidder shall provide the actual dollar "Sub-Contract Amount" as submitted by each listed sub- d 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. o Material required for any of the Contract work of this Project that is purchased directly by the prime r'ontractor is considered as included in the prime Contractor's 50% requirement. If material purchased E o rectly 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 the dollar amount listed for said sub- m contractor. V 'm Subsection 2-3.2, "Self Performance," of the Standard Specifications, shall be revised as follows: a m If the Bid submitted by the Contractor fails to meet at least fifty (50) percent of the amount of work I required with its own forces, the Bid will be considered non-responsive and rejected with no further w 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 "Specialty Items," the LL 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 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 by the Contractor. The Contractor will not be a 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 ,bcontracts shall be available to the Engineer at the time any litigation against the CITY concerning the `%-4Toject is filed. C-3 Packet Pg. 606 (-4- BIDDER'S FIRM NAME DESIGNATION OF SUB- CONTRACTORS PLANS & SPECIAL PROVISIONS NOS. 12482 12803 12818 &12824 In compliance with the provisions of Section 4100-4114 of the Public Contract Code of the State of California and any amendment thereof, each bidder shall set forth the name and location of each subcontractor who will perform work or labor or render service to th Contractor. Name&Address Agency&No.of Sub-Contractor's Under Which MBE/WBE CERT. Phone#, Sub-Contract Work to Be Licensed (If Applicable) License#&Class Amount Performed: 1.Ailw.hol< Py�it 3'ybLS atl�� _ !�'� 14w� O u w '— O a R 2. 421 X14 $l4 gitob �orn. v. $ Ooo �4.•K h►-,— '313434 0 N E 0 LL . ���;�s Est-a.+s•Z�ss S�t:�i h9 ;� a 'm 3 0 4. C& .4essit. (oZtoRlo-1336 Elf&AC" � $ l9h9ol _T U 0 0 5. LL $ c v E r U A Q 6. IF ADDITIONAL SPACE IS REQUIRED,PLEASE DUPLICATE THIS SHEET DO NOT WRITE ON THE BACK C-4 Packet Pg. 607 8.M.c �I� �1Y�,hCan h011-}' BIDDER'S FIRM NAME BIDDER SELF-PERFORMANCE VERIFICATION FORM PLANS & SPECIAL PROVISIONS NOS. 12482, 12803, 12818 &12824 (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. (1) Total Dollar($) amount of the Work to be performed by Subcontractors: $ 41n-1,Z�t n N d d (2) Specialty Items (to be performed by Subcontractors): y T ItemNo.seN . l $ 12'b4 %No 0 Item No. acs .2 $ 1 ILk-1I is -Q z o Item No. oCN.3 $ skog"•°° d o: Item No. <ttk. 4 $ ld-1-q%%-o° Item No. $ E Item No. $ LL :o Item No. $ m a Item No. $ O 'm 3 0 Subtotal: $ 3tAss3 °" a r d (3) Net subcontracted amount $ 1 V -1'z�b- V (Line 1- Line 2): 0 (4) Contract Price (Grand Total from the Schedule of Prices): " $ 120oyoo•00 L U (5) Contract Price less Specialty Items to be performed by subcontractors: a (Line 4- Line 2) $ a3IQ 1-M1 - '� (6) Percentage to be self-performed([Line 5 -Line 3]/Line 5 X 100): (by Prime Contractor) en.-I•I- % 'f Line 6 is less than 50%, the amount of work to be self-performed by the Prime Contractor is not in .mformance with Subsection 2-3, "Subcontracts," of the Standard Specifications and these Special Provisions. C-5 Packet Pg.808 - 8.M.c., 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 undertake self-insurance in accordance with provisions of that code, and I will comply with such provisions before commencing the performance of the work of this Contract. U 7 O LL w O Contractor: r NAME OF FIRM: �I BY: o U. O e` LL TITLE: Yi c e I�t'�'sr t Y1-1 m DATE: m 3 0 J M W L W Z. U 0 0 LL C W E L W R w r Q O C-6 Pac�ee4 PgW 609 " (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 of, and undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and no collusive or sham;that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false o;, sham bid,and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else tc put in a sham bid, or that anyone shall refrain from bidding; communication, or conference with anyone to fix an} overhead,profit,or cost element of the bid price,or of that of any other bidder, or to secure any advantage against the , public body awarding the Contract on anyone interested in the proposed Contract; or take any action in restraint o: ii free competitive bidding in connection with such Contract; that all statements contained in the bid are true; anc further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or dat, ua relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization c bid depository,or to any member or agent thereof to effectuate a collusive or sham bid. s d w fell �-lmeriCotn -/�s�h�.l-F- o Firm Name E `o LL Signature of Bidder ;a ED 12ol�eYt t3iztc� Iey ��lG-c �'�'-�1Cle�t" �/ /t Printed Name and Title m • 0 . 1} Vr 2` 9- i o n Business Address w U N' L 0 Place of Residence Subscribed and sworn to(or affirmed)before me this 1 day of 'jQpk� 20 12— r the above proved to me on the basis of satisfactory evidence to be the person who appeared before me, nn Signed k p r7lkk Notary Public in and for the County of - - - THORNE- - DONNA Commission A 1892010 i V r State of California. a Notary Public-Calilornia z I x Riverside County My Commission expires on M Comm.Expires Jun 7,2014 Year C-7 Packet Pg.610 Bid Bmrd No. 08597423 Bid Date: 9118/2012 FORM OF BID BOND KNOW ALL MEN By THESE PRFsE TS,that we,the undersigned, All American Asphalt as Principal,and Fidelity and Deposit Company of Maryland as Surety,are hereby and firmly bound unto the City of San Bernardino , State of California hereinafter referred to as"Obligee" in the penal sum often percent-( 1QN_l 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 hell;executors,administrators,successors and assigns. THE CONDITION OF THIS OBLIGATION IS SUCH, THAT: N 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 Pavement Rehabilitation on Four City Streets Rancho Avenue from Rialto Avenue to Foothill Boulevard Plan No. 12482(SS 04-048);Windsor Drive, from Baseline Street to Gilbert Street Plan No. 12803 SS 11-012&SS 11-015);21st Street, U 2 from Valencia Avenue to Perris Hill Park Road Plan No.12818(SS 12.006);and Pens HIII Park Road,from 21st Street to Pacific Street Plan No.12824(SS 12-009) O (Cagy here the exact title description of warty including location, as it appears on the Bid and Contract Document) w 0 for which bids are to be opened oo September 18, 2012 a m (Insert date of opening} s or 0 NOW, TgEREFORE, v 0 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 E in the Form of contract attached hereto(properly completed in accordance with said Bid) 0 tom.J and shall firroish a bond for his faithful performance of said contract, LL and shall in all other respects perform the agreement created by the acceptance of said Bid no no 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 event,exceed the penal amount of this obligation as herein stated, The Surety, for value received,herebgstipulates and agrees that the obligations of said Surety and its bond shall be in no way impaired o or affected by any extension of the time within which the Obligee may accept such Bid;and said Surety does hereby waive notice of -J m any such extension. s d Signed, this 6th day of September____._, 20 12 IN WITNESS WBEREOF, the Principal and the Surety have hereunto set their hands and seals,and such of them as are corporations ii have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers,the day and year first o LL mentioned. c All American Asphalt (SEAL) Fidelity and Deposit Company of Maryland (SEAL) E Principal Sui'e[y u M By: BY:J _ltL[tro Signature n, Signature j2p ,p -fj�, ,t;W.V I�, Yr �..de+t Rebecca Haas-Bates,Attome -in-Fad Printed Nana and f(le Printed Name and Title C (OTE;Notarization of Principal and Surety signatures and Power of Attorney of the Surety shall accompany this form. C-8 Packet Pg. 611 8.M.c CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT State of California County of Riverside On 9/10/2012 before me, Donna Thorne.Notary Public Date Here Insert name antl Tile of the Officer personally appeared Robert Bradley Name(f)of Signer(a) N t u) a who proved to me on the basis of satisfactory evidence to be the L) person(s) whose name(&) is/aFe subscribed to the within instrument and acknowledged to me that he/sheAhey executed the same in 0 LL his/heA4I; iP authorized capacity(ies), and that by his/heFAheiF `o J DONNA THORNE signature(s) on the instrument the person(&), or the entity upon behalf i Commission # 1092010 of which the person(s)acted,executed the instrument. L Notary Public-California Riverside County I certify under PENALTY OF PERJURY under the laws of the State of + MY Comm.Ex Ire&Jun 7.2014 California that the forgoing paragraph is true and correct. 0 WITNESS my hand and official seal. �y� �� ��� E Signature A_& �J'Kdt KLI `0 Place Notary Seal Above Signature or Notary Public LL OPTIONAL m Though the information below is not required by law, it may prove valuable to person relying on the document d and could prevent fraudulent removal and reattachment of this form to another document. 'a FO Description of Attached Document 3 0 Title or Type of Document Bid Bond Document Date 9/06/2012 Number of Pages: One (1) c 0 IY Signer(s) Other Than Named Above: Fidelity and Deposit Company of Maryland Capacity(4G)Claimed by Signer(s) U Signers Name: Robert Bradley Signer's Name: 0 o Individual LL ❑ Individual X Corporate Officer—Title(&): Vice-President ❑Corporate Officer—Title(s): E ❑ Partner—o Limited o General n Partner—o Limited o General in Attorney in Fact o Attorney in Fad 1° o Trustee Top of Ihemb here ❑Trustee Top of 1homb here Q ❑Other: ❑ Other: Signer is Representing: Signer is Representing: All American Asphalt Packet Pg. 612 S.M.c CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California 1 County of Orange J} On 9/06/2012 before me, A.Wilkison, Notary Public Date Hero w Name ar,l1 Tale of tlm WM personally appeared Rebecca Haas-Bates Neme(e) Slgner(s) O N T who proved to me on the basis of satisfactory evidence to be the person(e) whose names) is/ere subscribed to the within instrument and acknowledged to me that t0 f-te/sheM"y executed the same in hWherAh&authorized o capacity(ies), and that by Ws/herkkeiF signature(c}on the instrument the person(*, or the entity upon behalf of t which the persons}acted, executed the instrument. of y WILKISON * 18 Commission# 186&283 I certify under PENALTY OF PERJURY under the laws � al: d Notary Public-California i of the State of California that the foregoing paragraph is Z Orange County ' true and correct. My Gomm.ExDI es Sep 20.2013 E WITNESS my hand and official seal. 1° o Signature Place Notary Sad Abme sgm way 0 Way PYlR6 y OPTIONAL a Though the information below is not required by law,it may prove valuable to persons relying on the document m and could prevent fraudulent removal and reattachment of this form to another document. 3 0 Description of Attached Document J a m Title or Type of Document: Bid Bond Document Date: 9/0612012 Number of Pages: One (1) Signer(s)Other Than Named Above: All American Asphalt 0 O Capacity(ies) Claimed by Signer(s) LL c Signer's Name: Rebecca Haas-Bates Signer's Name: ❑ Individual C Individual s 3 Corporate Officer—Tttle(s): ❑Corporate Officer—Title(s): ❑ Partner—❑ Limited ❑General n Partner—❑Limited 7—General Q rZ Attorney n Fact ❑Attorney in Fact y C Trustee Trustee Top of mumb hers Top of trumb here Guardian or Conservator 0 Guardian or Conservator -:3 Other: ❑Other: Signer Is Representing: Signer Is Representing: Fidelity and Deposit Company of Maryland �...• o2W]Nwwi Notary PSaavauon-m De SO*AM.P.0.8or2CO2•Ch Nf rfh,CA 9131324OZ-w Nallmftlary.org aem65W7 .ReoNw Cw[TOWMel60 7&6927 MINME 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 FRANK E.MARTIN JR.,Vice President,and ERIC D.BARNES,Assistant Secretary,in pursuance of authority granted by Article Vl,Section 2,of the By-Laws of said ny,which are set forth o the reverse side hereof and are hereby certified to be in full force and effect on the d ereby nominate, constitute and appoint William SYRKIN,Rebecca HAAS-BA TES,Se , o ADAIR and P. BAUER,all of Glendale,California, EACH its true and la e L ,execute,seal and deliver,for,and on its behalf as surety,and as its a ° n ertakings,and the execution of such bonds or undertakings in pursuance hal i said Company,as fully and amply,to all r intents and purposes,as if the scut ° 1 by the regularly elected officers of the Company a d its office in Baltint 'h ' n� power of attorney revokes that issued on behalf of Richard fin ADAIIt,P. BADE e The said Assistant by certify that the extract set forth on the reverse side hereof is a true copy of Article V c.r Section 2,of the By- said Company,and is now in force. Z IN WITNESS WHEREOF, the said Vice-President and Assistant Secretary have hereunto subscribed their names an ti affixed the Corporate Seal of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 27th day of JunE a A.D.2011. m L d ATTEST: FIDELITY AND DEPOSIT COMPANY OF MARYLAND rY ♦�D DECOS�i N Y. �4 C• v 4 E LL awn..•m B r -6 Eric D.Barytes Assistant Secretary Frank E.Martin Jr. Vice Presiders m m State of Maryland l J --° City of Baltimore as: m On this 27th day of June, A.D. 2011, before the subscriber, a Notary Public of the State of Maryland, dul. J commissioned and qualified,came FRANK E.MARTIN JR.,Vice President,and ERIC D.BARNES,Assistant Secretary 0 the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officer s described in and who executed the preceding instrument, and they each acknowledged the execution of the same,and bein; by me duly sworn,severally and each for himself deposeth and saith,that they are the said officers of the Company aforesazd w and that the seat affixed to the preceding instrument is the Corporate Seal of said Company,and that the said Corporate Sea U and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction e the said Corporation. t° IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first abov c written. E `pwnU,gir L l�_ m Constance A.Dunn Notary Publi My Commission Expires: July 14,2015 S POA-F 012-0033D Gail lkrr>-ehc��l� �s�ph��_�- BIDDER'S FIRM NAME MBEIWBE INFORMATION- GOOD FAITH EFFORTS PLANS & SPECIAL PROVISIONS NOS. 12482, 12803, 12818 &12824 The City of San Bernardino has established a Minority Business Enterprise (MBE) Goal of 15% and a Women Business Enterp6 (WBE)Goal of 5%for this Project. The information provided herein shows that adequate good faith efforts were made. A. The names and dates of each publication in which a request for MBE/WBE participation for this Project was placr by the bidder(please attach copies of advertisements or proofs of publication): Publications Dates of Advertisement Y m m in U 0 O LL 0 O 4 R B. The names and dates of written notices sent to certified MBEs/WBEs soliciting bids for this Project and the dates an v methods used for following up initial solicitations to determine with certainty whether the MBEs/WBEs wew interested(please attach copies of solicitations,telephone records,fax confirmations,etc.): c N Names of MBEIWBE Initial Solicitation Follow Up Methods E Solicited Dates and Dates io a in d v a m -- 3 0 J R L _T U 0 O C. The items of work which the bidder made available to MBE/WBE firms, including,where appropriate, any breakin L.L. down of the Contract work items (including those items normally performed by the bidder with its own forces) int d economically feasible units to facilitate MBE/WBE participation. It is the bidder's responsibility to demonstrate the Ec sufficient work to facilitate MBE/WBE participation was made available to MBE/WBE firms. m Items of Work Breakdown of Items a C-9 Packet Pg. 615 D. The names, addresses and phone numbers of rejected MBE/WBE firms, the reasons for the bidder rejection of the MBE/WBE, and the firms selected for that work (please attach copies of quotes from th firms involved): Firms Rejected N d d M y a — U 0 0 LL 0 O Firms Selected 'm L v a 0 0 O LL m d L CO 0 O J E. Efforts made to assist interested MBE/WBEs in obtaining bonding, lines of credit or insurance, and an, a technical assistance or information related to the Plans, Special Provisions and requirements for the worl which was provided to MBE/WBEs: _T U 0 LL C _ N E L U R w Q C-10 Packet,Pg. 616 S:M.c F. Efforts made to assist interested MBE/WBEs in obtaining necessary equipment, supplies, materials c related assistance or services, excluding supplies and equipment the MBE/WBE subcontractor purchases c leases from the prime contractor or its affiliate: N d d L U) _T U G. The names of agencies, organizations or groups contacted to provide assistance in contacting,recruiting am c using certified MBEs/WBE firms (please attach copies of requests to agencies or organizations, and am w responses received,i.e., lists,Internet page download,etc.): 0 a R Name of Method/Date Results re Agency/Organization of Contact of Contact a 0 N_ E L O LL m L d a v m 3 0 J O t d <Y H. Any additional data to support a demonstration of good faith efforts(use additional sheets if necessary}: T U 0 O LL C W E r U A V W Q C-11 Packet Pg.617 T BIDDER'S FIRM NAME REFERENCES FOR WORK PER BID SCHEDULES NOS. 1,2, 3 & 4 PLANS & SPECIAL PROVISIONS NOS. 12482, 12803, 12818 &12824 Date: 61 tl! Y The following are the names,addresses, and phone numbers for three public agencies for which BIDDER has performed d similar work within the past two years: (— Gj � rJOI e S t Public Agency's Contract Name,Title cL Name&Address Type of Project Contract Amount Date Completed &Phone Number io w 0 a R !. $ v 0 N E 0 LL L m d 'O m 2 $ o J A t W _T U 0 O LL C N E L 3. $ m G12 Packet Pg. 818'++ 8.M.c G 42012" PAST WORK REFERENCES City of Beverly Hills 2010-2011 Street Resurfacing Project 345 Foothill Road Contract Amount: $2,800,000.00 Beverly Hills, CA 90210 Start: 6/1/2011 d Contact: Juan Martinez, (310)285-2521 Completed: 4/30/2012 n City Costa Mesa 2010-2011 Citywide tywide Street Rehabilitation 77 Fair Drive Contract Amount: $2,778,000.00 0 Costa Mesa, CA 92628 Start: 7/1/2011 o Contact: Thomas Banks, (714) 754-5222 Completed: 2/29/2012 L City of Perris Foss Field Parking Expansion 170 Wilkerson Avenue, Ste. D Contract Amount: $190,000.00 Perris, CA 92570 Start: 1/1/2012 N Contact: Chris Sunde, (951) 943-5604 Completed: 2/29/2012 E `o City of Dana Point Pacific Coast Highway&Niguel Shores o 33282 Golden Lantern Contract Amount: $676,676.00 00 Dana Point, CA 92629 Start: 12/1/2011 Contact: Matt Sinacori, (949) 248-3574 Completed: 5/30/2012 m 3 City of Long Beach Willow Street Improvements 333 W. Ocean Blvd., 10`h Floor Contract Amount: $661,661.00 L Long Beach, CA 90802 Start: 12/1/2011 v Contact: Chuck Ramey, (562) 570-6634 Completed: 6/30/2012 U City of Santa Ana Bristol Street Widening o 20 Civic Center Plaza Contract Amount: $8,315,754.00 U. Santa Ana, CA 92701 Start: 5/1/2009 d Contact: Edward Torres, (714) 647-5018 Completed: 3/16/2012 E z U City of Fountain Valley Edinger Avenue Improvements a 10200 Slater Avenue Contract Amount: $422,422.00 Fountain Valley, CA 92708 Start: 5/1/2012 Contact: Alex Salazar, (714) 593-4516 Completed: 8/1/2012 Packet Pg.619 B.M.c "2011" PAST WORK REFERENCES City of Compton Northwood Avenue Reconstruction 205 South Willowbrook Avenue Contract Amount: $1,180,000.00 Compton, CA 90220 Start: 10/18/2010 (D Contact: Loujuana Mitchell, (310) 761-1437 Completed: 5/4/2011 U) Z% County of San Bernardino Cajon Blvd. v 825 E. Third Street Contract Amount: $565,000.00 g San Bernardino, CA 92415 Start: 3/11/2011 ,° Contact: Franklin Lund, (909) 387-7920 Completed: 4/8/2011 0 a m County of Riverside De Luz Road Rehabilitation 2950 Washington Street Contract Amount: $740,000.00 Riverside, CA 92504 Start: 4/25/2011 c Contact: David Hylkema, (951) 850-6075 Completed: 5/23/2011 E City of Stanton 2010/2011 Citywide Reconstruction ii 7800 Katella Avenue Contract Amount: $322,322.00 V Stanton, CA 90680-3162 Start: 3/1/2011 0° Contact: Quang Le, (714) 890-4234 Completed: 4/30/2011 ' a a m City of Long Beach Annual Contract Street Reconstruction c 333 West Ocean Blvd., 10`h Floor Contract Amount: $3,433,415.00 Long Beach, CA 90802 Start: 5/1/2010 r Contact: Chuck Ramey, (562) 570-6634 Completed: Still On-Going T City of Paramount Neighborhood Street Resurfacing U 16400 Colorado Boulevard Contract Amount: $899,909.00 'o Paramount, CA 90723-5012 Start: 11/1/2010 LILI Contact: Len Gorecki, (562) 220-2111 Completed: 3/30/2011 E E City of Huntington Beach Slater Avenue Improvements 2000 Main Street Contract Amount: $1,926,341.00 a Huntington Beach, CA 92648 Start: 8/2/2010 Contact: Dave Verone, (714) 375-8471 Completed: 2/30/2011 Department of Transportation Route 91 Project 464 W. Fourth Street Contract Amount: $5,732,812.00 San Bernardino, CA 92410-1400 Start: 3/1/2010 Contact: Imad Abugharbieh, (951) 277-8579 Completed: 3/30/2011 Packet Pg. 6211 8.M.c PERMIT TO OPERATE PLANS & SPECIAL PROVISIONS NOS. 12482 12803 12818&12824 THIS FORM MUST BE FULLY COMPLETED AND INCLUDED WITH THE BID DOCUMENT OR THE BID SHALL BE NON-RESPONSIVE. DESIGNATION/CERTIFICATION OF ASPHALT-RUBBER BINDER APPLICATOR(S) BIDDER proposes to have Asphalt-Rubber BINDER for ARAM (application) applied by: N d d MJ(Anh61e a Name/Address 0 0 LL This section shall be completed even if the bidder plans to apply Asphalt-Rubber binder with its owr o equipment and labor forces. Name above must be the actual company applying the Asphalt-Rubber bindej I on the roadway. 0: v Bidder shall attach to this form copies of all required local air pollution control district or air quality management district final permit to operate (PTO) documents (not temporary, experimental, research E nd/or authority to construct (ATC)) which allow the operation of the specific equipment to be used tc ,° atrol emissions during the application of Asphalt-Rubber binder on the roadway (the Application). The m Application, in a manner conforming with these project specifications, has been indisputably determined tc be in non-compliance with California air quality regulations limiting opacity of emissions, unless i m permitted emission control device is used during the Application to directly remove emissions occurrin€ o during the Application. It is for that device, which may be described as an air filter, custom air pollutior a control system, portable air pollution control, opacity control unit, emission control unit consisting o; collection hood and 3-stage oil mist filter system, or other similar description for which a copy of a fina a PTO must be provided from the local air pollution control district or air quality management district. G 7 0 If the bidder fails to fully complete this portion of the bid and provide the foregoing documentation, the LL bid is non-responsive and shall be rejected. d E z v CERTIFICATION UNDER PENALTY OF PERJURY a I certify under penalty of perjury under the laws of the State of California that I have read ane understand the requirements contained in this form. I further certify that all information provide in response to this form is true and accurate to the best of my knowledge and belief. 2 Print Name, Title Signature of Bidder Date C-13 Packet Pg. 621 8.M.c REPRESENTATIVE ARAM PROJECTS PLANS & SPECIAL PROVISIONS NOS. 12482 12803 12818&12824 THIS FORM MUST BE INCLUDED AND FULLY COMPLETED WITH THE BID OR THE BID SHALL BE CONSIDERED NON-RESPONSIVE. DESIGNATION/CERTIFICATION OF ASPHALT-RUBBER AND AGGREGATE MEMBRANE CONTRACTOR AND/OR SUBCONTRACTOR(S) Bidder proposes to have the ARAM installed by: m ' U This section shall be completed even if the apparent low bidder plans to produce and install ARAM ; with its own forces. Name of Contractor and/or Subcontractor(s) shall be the actual company(ies) w applying the binder and aggregate. a a For any bid to be considered responsive, performance criteria must be demonstrated on five separate projects performed by the same contractor or subcontractor(s) designated above, and with equivalent aggregate and binder proposed for the ARAM in this bid. Two years shall have elapsed since N completion of the ARAM surface on each project, and the projects shall be located in Southern E California inland of at least one coastal mountain range or be a minimum 25 miles from the nearest "0 point on the Pacific Ocean coast, m d To be considered a valid representative project, bidder must submit the name of the project, owner agency, agency representative's name and phone number, and a list of streets with limits totaling at 3 least 1 mile (based on full width) in length for each project and the date the project was actually -0J performed. A project will be considered a valid representative project if an asphalt emulsion spray i application was originally placed with or without an application of sand, within 15 calendar days of ior the application of ARAM. Any other cover coat or course on the ARAM will cause the ARAM to ii be considered invalid as a representative project. 0 LL ARAM on all projects must show insignificant raveling (loss of rock) and insignificant flushing d (binder migration to the surface) at time of inspection by the Agency. Bidder shall verify any r proposed representative projects prior to listing a subcontractor with such projects, or the bid will be considered non-responsive. If the Bidder cannot list in the space provided five projects that meet a the criteria specified herein that were performed by the proposed ARAM contractor or subcontractor(s), the bid shall be considered non-responsive. C-14 Packet Pg. 622 REPRESENTATIVE ARAM PROJECTS PLANS & SPECIAL PROVISIONS NOS. 124M, 12W3, 12818&12824 Name of Project No. 1 RTE )J C� _ 2 U Date Completed }4(,,1 � Ch Z U 0 Agency COI +'(i-Mf Agency Contact Gbh(, n n R l 2_47 u14-v Phone ( lc U 3 S�5 - (p(p Approx.Length of ARAM(Full width) 015q Lm I S N d d Name of Project No.2 }2(� 1 1 � 2 1 5 ILA Date Completed S !z . Zo U 1 y Agency C n1 Agency Contact U 0 Phone (p C 3C5'1�5 - (p(� (� Approx Length of ARAM(Full width) 2 L(n f1 Tf m L d Name of Project No.3 RJ_G -1 - 2- (D t b n L{ Date Completed v U $ Z C G (p v Agency CC9 LI-V-A n S Agency Contact Sh G VV h Rl 2� P� �0 N Phone cY (p(g (p Approx.Length of ARAM(Full width) 0 2 l I 1 M E 0 LL m Name of Project No.4 }(2 b fS ?j 0 6 Lf 0S Date Completed ri L a m Agency Us N C4<� c h j nn l %(C Agency Contact (AaA )'1 C h C4 g-, c --7 J Phone 1P - I (O01 Approx.Length of ARAM(Full width) 4.�38 .,A n-,f,' �1 m Name of Project No.S RTC -7 Date Completed "eA Ke-h L Agency C G L�YZ1 r) S Agency Contact 4 tCI n t 1 Z- I�*�6 �` c m Phone (fl p Approx.Length of ARAM(Full width) z 2 „L�t f Yl, 1✓1 I E s j� � ' Q -- ` - et Title Date Rod D f cld I IF ADDITIONAL SPACE IS REQUIRED,PLEASE DUPLICATE THIS SHEET DO NOT WRITE ON THE BACK C-15 Packet Pg.823 (slaailg R4i0 moj;o gegaU : IhOZ) uoileingel p!q gegai Alp q :luowgoeuv It N 8 8 8 8 8. 8 8 8 8 8. 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 m CL 0p W r Y JOm zu 88p888 ,Q8s8p8 8 �p88 8pSp8 8888Q88 88 e888888 8 888 r a N V y O O N S S m0 N O O < 00 8 y lV lV 6 N YI O N� IF O O tV G G S 00 O CO f F S N N CI t7 W N h W � OI O f pj J C m F Qq 0M 8O p G V G 0 G IV O P O N G C O r O OI O G 88 N C ry C Q C 888 G C V 89 8 C 8 8V 8 9 N j 9- = N O O m a F p O O N n a s O S S q pp p S 8 8S S S O S p 8 p S S S p GGGY J f N S S ffi S W O N O O b N a N H OI OO O lV Q S N C ^ ry S O N O Q l0 N S N V N a � N N 888888. 88, 8 88. 8 888. 8. 8. 88 8. 8. 88888. 888. 8 888. a a 88 W � m p W ,. m`w W 8 W 8 8 8 818 8 8 8 8 8 N g Q pO 0 C 1,51 cc S g_ N co OQQ ¢¢ QQ QQ aa ¢¢ _ ¢¢ ¢¢ ¢¢ zz ¢ ¢ Q LLVl U N J S[k a yyJ op Z O N A LLI3 N W N N E f � SS Q a W O V1 ri c o m z zU QO u a £ z° 3w w m a i J m m 9 d e u O O 6 W N N Z Oa N m W 2 W 'o LL Y s • mNm m C A W a Z w Bi S Z W U a W h a yy jN a `m a v w uN z i ° n p� 9 a w•d` y d C Q ou m ,Ty m., S w H zed rc F 3 '� z 5 �"''+ h v m � U v d �. ? y ??z a N y e z w g U a y `n E Z N U K o V CL Woo r Y g h. a E Z Z Z 0 ZQW i O f`� O o 0 c W a 9c C E z 3 C E W W j a U m wW m as wa � ` � w � 8a g w a � oo now � R1 w z i w i p �' F � ' ac d F"d '- g ay H ° F m w ¢� w �$1o � ES4aLLg a w 0 6 a § w ° a 0 F 3f O w mJ (� 6 W U yyyI'I OZ p g y p W w Q K Q N U > F WN m N wm z TLLm3 °� fm x £ ^' NW' ow ma > �' wu w 8 � gc°� g ?z 0Z y' H - goy Hdd ox za � a ow LLa� a zy paz LL > ? 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Q8Q 8 p8. 8p 8p 8R 88 °o, tlo2 w V N m Q W w L w' p8p Q 8Q 8pp Q 8Q 8 r r 8 8. 8 8 8 8 8. 8 88p. 8Q 8Q '^ LLI C,04 W W p S S b E m ' m $ $ E S S y ^ a QQ << ZZ ZZ aa QQ r R O O O O N Po O LL N c 666 j O2 7 ra 0 ° ti ~ Z n m O N Fwy O CE N ¢ w O J J W QQ Z .00 m W U S Wa ^ � o z 62 Q: J ro w a w S 0 O p pp °' a Q n T. V �8 NF p O O a TgmZq., Sm u w LL a i O ` N fpN Qymj ¢ 9 N LL 0 c; 7 n w m Z F0 y W U N m J w a Q Z W 6 S O k ? W S O Um N r J%i N Z y (7 O F z F m U m P p W i e p �m�cc W y W N N Z O H O Nz Un_ W o R 2 w w a m4. o o LL w q>q q>q m O Ca mam m a > a rc w O p 4LL W C W v W n W Z Os x. $OZ W Z Z m ¢ m ~ U O m m LLI _ Z U U Z O 6 (7 W lu my ° F c{ E m .e Fnl mn O Z r �$ p C > > yZZ�� n G 5 IL h C W 6 A m O W (7 m m 2 LL W O N QQ C ? i t7 rc w Zw w LL`rye IL A K U q p U Z f U F F Y Q LLKLL �'S O N w O J Z � p d O Z OG z0 mx j ZQ3 S F Z m N V 7 W 7 7 7 7 j W LLO F w y N 81 - f 2 w w m W li Z F 0 b. U chi chi a cpJ V cpi cpi cpi < ¢ r 8 z 0 J .i m LL � File Nos.:1.7381,1.7908,1.7905,1.7933&1.7936 Account Nos. 129-160-5504-7381.0025 258-160-5504-7908.0025 258.160.5504-7905-0025 129.160-5504.7933-0025 129-160-5504-7936.0025 DEPARTMENT OF PUBLIC WORKS CITY OF SAN BERNARDINO STATE OF CALIFORNIA Addendum No. One N d w TO BID AND CONTRACT DOCUMENTS FOR ui T PAVEMENT REHABILITATION ON FOUR CITY STREETS L RANCHO AVENUE,FROM RIALTO AVENUE TO FOOTHILL BOULEVARD 0 U. PLAN NO.12482 (SS 04-048); o WINDSOR DRIVE,FROM BASELINE STREET TO GILBERT STREET PLAN NO.12803 (SS 11-012&SS 11-015); d 21sT STREET,FROM VALENCIA AVENUE TO PERRIS HILL PARK ROAD PLAN NO.12818(SS 12-006);and v PERRIS HILL PARK ROAD,FROM 21sT STREET TO PACIFIC STREET ° N PLAN NO.12824(SS 12-009) c m c o� The Special Provisions for this Project shall be amended as follows: y d 1. Replace the first two full Paragraphs, beginning with "Plans and Specifications may be obtained......for an 0 additional charge of$10.00 per set.",and "Electronic copy of the above documents......to submit bids for this z6 project.",on Page One of the Notice Inviting Sealed Bids,with the following: E v c Electronic copies of the above documents are available to be downloaded (copied), at no cost, from the (D CITY's website at www.ci..san-bernardiiio.ca-us/serviges/`r es for iid_-lltib i vorkV—default_agn. 4 Conversely, the Project documents are also available on CD, at no cost, if picked up in person. Uoon request.a CO of the Plans and Special-Provisions may bf mailed for an additional Fee of 65 00 CK T It is the responsibility of firms wishing to bid on this Project to provide a firm name, physical address, contact person, phone number, fax number and email address for inclusion on the CITY's List of Plan 3 Holders. The above listed information and confirmation of receipt of any issued addendum to the City ii Engineer's Office shall be submitted to the CITY a minimum of one (1) business day prior to the scheduled day of the Bid Opening. Only those firms listed on the CITY's"LIST OF PLAN HOLDERS"and E providing confirmation of any issued addendum shall be eligible to submit bids for this Project. R z ALL BIDDERS SHALL INDICATE RECEIPT OF THIS ADDENDUM NO. ONE AS REQUIRED ON PAGE C-2, a "ACKNOWLEDGEMENT OF ADDENDUMS,"OF THE BID DOCUMENTS OF THESE SPECIAL PROVISIONS. BY; C DATE: August 29,2012�V — ROBERT G.EISEN 6EISZ,P.E. City Engineer Addendum No.One;Plansand Special Provisions Nos.12482,12803.12816&12824 Page 1 of 1 Packet Pg.628 ACCT NOs. 129-160-5504-7381-0025 258-160-5504-7908-0025 © 258-160-5504-7905-0025 129-160-5504-7933-0025 129-160-5504-7936-0025 CITY OF SAN BERNARDINO STATE OF CALIFORNIA a d d BID AND CONTRACT DOCUMENTS U PLANS AND SPECIAL PROVISIONS �° w 0 FOR L d PAVEMENT REHABILITATION ON FOUR CITY STREETS a 0 N RANCHO AVENUE, FROM RIALTO AVENUE TO FOOTHILL BOULEVARD PLAN NO. 12482 ( SS 04-048 ); p WINDSOR DRIVE,FROM BASELINE STREET TO GILBERT STREET o PLAN NO. 12803 ( SS 11-012 & SS 11-015); a 21ST STREET,FROM VALENCIA AVENUE TO PERRIS HILL PARK ROAD of PLAN NO. 12818 (SS 12-006 ); and z PERRIS HILL PARK ROAD,FROM 211T STREET TO PACIFIC STREET o PLAN NO. 12824 ( SS 12-009) a a a v N W 06 O co M O O N W N CL DEPARTMENT OF PUBLIC WORKS CITY OF SAN BERNARDINO AUGUST,2012 m a BIDS WILL BE RECEIVED UP TO THE HOUR OF 2:00 P.M. on SEPTEMBER 18, 2012 PacketPg. 629 8.M.f DESCRIPTION OF THE COMPONENTS C OF THESE PLANS AND SPECIAL PROVISIONS The"Bid and Contract Documents" for this project consists of three (3)Parts as follows: N PART I — Administration T PART II — Special Provisions 0 0 The above two (2)parts are bound together in one (1) manual titled "Bid and Contract Documents" w 0 a m PART III — PLANS, One (1) separately bound set DRAWING NOS. 12482, 12803, 12818& 12824 - SHEETS 1 - 6 0 N N 7 ; O F- a E t- z 0 a a a v N W 06 W M O W N O V N CL rn c d E U U A PAVEMENT REHABILITATION ON FOUR CITY STREETS:RANCHO AVENUE,FROM RIALTO AVENUE TO a FOOTHILL BOULEVARD,PLAN NO. 12482(SS 04-048);WINDSOR DRIVE,FROM BASELINE STREET TO GILBERT STREET,PLAN NO. 12803(SS 11-012& SS 11-015);21ST STREET,FROM VALENCIA AVENUE TO i PERRIS HILL PARK ROAD,PLAN NO. 12818(SS 12-006);and PERRIS HILL PARK ROAD,FROM 211T STREET ` O TO PACIFIC STREET,PLAN NO. 12824(SS 12-009) Contents for Bid and Contract Documents CITY OF SAN BERNARDINO PacketPg. 630 1 8.M.f © TABLE OF CONTENTS PART I ADMINISTRATION NOTICE INVITING SEALED BIDS N d d BID DOCUMENTS N T BID FORM B-I 6 BID SCHEDULE No. I B-2 0 BID SCHEDULE No.2 B-4 w BID SCHEDULE No.3 B-6 �° BID SCHEDULE No.4 B-8 s SUMMARY OF BID SCHEDULES B-9 Of BIDDER'S INFORMATION AND SIGNATURE C-1 ACKNOWLEDGEMENT OF ADDENDUMS C-2 0 N SPECIAL NOTICE C-3 N DESIGNATION OF SUBCONTRACTORS C4 0 BIDDER SELF PERFORMANCE VERIFICATION FORM C-5 z WORKERS' COMPENSATION INSURANCE CERTIFICATION C-6 g NON-COLLUSION AFFIDAVIT C-7 Q OFORM OF BID BOND C-8 MBE/WBE INFORMATION - GOOD FAITH EFFORTS C-9 E REFERENCES FOR WORK C-12 PERMIT TO OPERATE C-13 °¢ REPRESENTATIVE ARAM PROJECTS C-14 _ o: PART II a SPECIAL PROVISIONS a N w INSTRUCTIONS TO BIDDERS co SECTION I - SPECIFICATIONS AND PLANS SP-1 M 0 SECTION 2 - BID REQUIREMENTS AND CONDITIONS SP-5 SECTION 3 - AWARD AND EXECUTION OF CONTRACT SP-1 I SECTION 4 - CONSTRUCTION SCHEDULE&COMMENCEMENT OF WORK,TIME OF COMPLETION&LIQUIDATED DAMAGES SP-13 N SECTION 5 - LEGAL REQUIREMENTS SP-16 SECTION 6 - GENERAL SP-23 E SECTION 7 - UTILITIES SP-34 SECTION 8 - DESCRIPTION OF WORK SP-38 SECTION 9-A - TRAFFIC CONTROL SP43 a SECTION 9-B - TRAFFIC CONTROL,SCRRA/BNSF WORK AREA SP-49 SECTION 10 - MOBILIZATION SP-51 QSECTION I 1 - CLEARING AND GRUBBING SP-54 SECTION 12 - UNCLASSIFIED EXCAVATION SP-56 SECTION 13 -UNCLASSIFIED FILL SP-59 SECTION 14-A- ASPHALT CONCRETE SP-62 Packet Pg.631 SECTION 14-B- ASPHALT RUBBER AGGREGATE MEMBRANE SP-68 SECTION 14-C- MICRO-GRIND EXISTING ASPHALT AND CONCRETE SURFACES SP-71 )SECTION 15 - UNTREATED BASE(PATCHING AND FLATWORK) SP-73 SECTION 16 - PORTLAND CEMENT CONCRETE SP-74 r SECTION 17 COLD MILLING SP-80 SECTION 18 - THROUGH SECTION 19 BLANK SP-82 SECTION 20 - THERMOPLASTIC TRAFFIC STRIPING, PAVEMENT MARKING AND RAISED PAVEMENT MARKERS,REFLECTORIZED SP-83 SECTION 21 - THROUGH SECTION 22 BLANK SP-85 w d SECTION 23 - ROADSIDE SIGNS AND POSTS SP-86 d SECTION 24 - INDUCTIVE LOOP DETECTOR SP-87 T SECTION 25 - ADJUSTMENT OF WATER FACILITIES SP-91 SECTION 26 - REINFORCED CONCRETE PIPE SP-94 SECTION 27-A -CONCRETE STRUCTURES SP-97 a° SECTION 27-B -MODIFIED TYPE V DROP INLET SP-100 `o SECTION 27-C -PARKWAY CULVERT SP-101 @ SECTION 28 - BLANK SP-102 SECTION 29 - SHORING OF EXCAVATION SP-103 SECTION 30 -THROUGH 31 BLANK SP-105 0 SECTION 32 -METAL BEAM GUARD RAIL SP-106 SECTION 33 - THROUGH 45 BLANK SP-108 SECTION 46 - ADJUST UTILITY FRAME AND COVER TO GRADE SP-109 SECTION 47 - THROUGH SECTION 49 BLANK SP-110 a SECTION 50 - REMOVAL&RESTORATION OF EXISTING IMPROVEMENTS EXCEPT STREET PAVEMENT SP-111 OSECTION 51 - CONSTRUCTION INFORMATION SIGN SP-113 SECTION 52 THROUGH SECTION 62 BLANK SP-115 Z 0 APPENDIX a CONSTRUCTION INFORMATION SIGN MOCKUP a CITY STANDARD PLANS N COUNTY OF ORANGE OCPW(RDMD)STANDARD PLAN w co ci STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLANS N W CALTRANS STANDARD PLANS N a SCRRA STANDARD PLAN,TRAFFIC CONTROL AND WORK AREA PERMIT REQUIREMENTS rn c m STATE OF CALIFORNIA, DEPARTMENT OF INDUSTRIAL RELATIONS t APPRENTICESHIP PROGRAM FOR PUBLIC WORKS CONSTRUCTION a RESTRIPING OF RANCHO AVENUE,325 FEET SOUTH OF AND TO RIALTO AVENUE MUTCD STANDARDS CALIFORNIA OPROJECT LOCATION SURVEY DOCUMENTS CONTRACT AGREEMENT PacketPg. 632 "t BM.f PART I w v v fn T ADMINISTRATION 0 O LL w O a m r v v 0 N N r 7 Z O F Q K r z 0 a F- Q a v N w ad 00 00 W M O W N 00 7 N r a C d E r R a Packet Pg. 633 Engineer's Estimate(Range Only): $900,000 to$1,100.000 NOTICE INVITING SEALED BIDS CITY OF SAN BERNARDINO Owner N NOTICE IS HEREBY GIVEN that the City of San Bernardino (CITY) will receive bids for: PAVEMENT REHABILITATION ON FOUR CITY STREETS RANCHO AVENUE, FROM RIALTO AVENUE TO FOOTHILL BOULEVARD w PLAN NO. 12482 ( SS 04-048 ); WINDSOR DRIVE,FROM BASELINE STREET TO GILBERT STREET PLAN NO. 12803 ( SS 11-012 & SS 11-015 ); 21sT STREET, FROM VALENCIA AVENUE TO PERRIS HILL PARK ROAD o PLAN NO. 12818 (SS 12-006 ); and PERRIS HILL PARK ROAD,FROM 21sT STREET TO PACIFIC STREET PLAN NO. 12824 ( SS 12-009 ) ; 0 in accordance with Special Provision Nos. 12482, 12803, 12818 & 12824 in file in the Office of the City { ©Engineer, Department of Public Works, Third Floor, San Bernardino City Hall. n z 2 Plans and Specifications may be obtained from the City Engineer's Office, Third floor, City Hall, 300 N. °a "D" Street, San Bernardino, CA 92418, upon a non-refundable payment of $15.00 for each set if picked = up in person. Upon request, the Plans and Special Provisions may be mailed for an additional charge of a $10.00 per set. a Electronic copy of the above documents are available upon request by contacting the City Engineer's xc 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 those receiving electronic o versions of the Plans and Special Provisions to provide the above listed information and confirmation of N receipt of any issued addendum to the City Engineer's Office a minimum of one (1) business day prior to N the scheduled day of the Bid Opening. Only those listed on the CITY's "LIST OF PLAN HOLDERS" a and providing confirmation of any issued addendum shall be eligible to submit bids for this project. Y_ d Deliver all bids to the City Engineer's Office, Third Floor, City Hall, 300 North "D" Street, San Bernardino, California, with the bidder's name and address, the specification title and number and a "SEALED BID " clearly marked on the outside of the envelope. CSaid bids will be received up to the hour of 2:00 p.m., on Tuesday, September 18, 2012, at which time all of said bids will be publicly opened, and examined and declared in the City Engineer's Conference Room, Third Floor, City Hall. 8.M.f No bid will be received unless it is made on a bid form furnished by the CITY with the unit prices written in figures for each item, and with the total of each item and total of all items extended and inserted in the Cspaces provided. The Contractor shall possess a Class "A" License or Appropriate Specialty License(s) at the time the Contract is awarded. The prime Contractor shall perform, with its own forces, Contract 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. y All bids shall be signed, sealed and accompanied by cash, cashier's check, certified check or bid bond z. made payable to the City of San Bernardino, in the amount of ten percent (10%) of the bid. Such cash, check or bond shall be given as a guarantee that the bidder will enter into the Contract if awarded to him. LL Any bid not accompanied by a bid guaranty in the form of cash, check, or bond will be rejected as invalid. o 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, it would be extremely kX' difficult and impractical to fix said amount of damages. Therefore, the CITY 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 N damages and not as a forfeiture. v All bonds furnished pursuant to this notice must be underwritten by a surety company having a rating in o Best's most recent Insurance Guide of"A" or better. Bonds must be issued by a surety who is listed in the Clatest version of U. S. Department of Treasury Circular 570 and is authorized to issue bonds in the State of y California. The Form of Bid Bond is contained in the Bid Documents in Part I of the Special Provision. Z Notarization of the signatures of both the Principal and the Surety and the Power of Attorney of the a signing Surety shall accompany this form. o: The Contractor may substitute securities for any monies withheld by the Agency to ensure performance a under the contract as provided for in Section 10263 and Section 22300 of the California Public Contract N Code. °° CO A Non-mandatory Pre-Bid Meeting will be held on Tuesday, September 11, 2012 at 2:00 p.m., in the ,`o 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 inform bidders of e MBEs/WBEs subcontracting and material supply opportunities, and to make the prime Contractor aware of the CITY's outreach program as it relates to minority hiring and participation. Bidder's attendance at on') this meeting is recommended, but the prime may certify that they are familiar with the program and d attendance is not required. Attendance and/or certification may be used as part of the good faith effort. r z Certified minority (MBE/WBE) subcontractors and material suppliers for the San Bernardino area located a in Caltrans District 8 are listed on the California Unified Certification Program (UCP) DBE Directory and can be obtained by accessing the directory on the California Department of Transportation DBE website at http.11www.dot ca gov/hq/bep11ndex. Packet Pg. 635 Pursuant to law, the Mayor and the Common Council of the City of San Bernardino, by Resolution No. 90- 358 and any and all amendments thereto which are hereby referred to and made a part thereof by Creferences 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 said Mayor and Common Council. V Said prevailing rates of wages shall conform to Section 1773 of the California Labor Code. The general d prevailing wage rates in the county in which the work is to be done have been determined by the Director y of the California Department of Industrial Relations. These wages are available from the California Department of Industrial Relations' Internet web site at http://www.dir.cagovldirdatabases.himl. General o prevailing wage rates, in effect ten (10) days prior to the actual Bid Opening, which have been w predetermined and are on file with the California Department of Industrial Relations are also referenced 0 and made a part thereof. It shall be mandatory upon the Contractor to whom the Contract is awarded and upon any sub-contractor o under him to pay not less than specified rates to all laborers, workmen, and mechanics employed by them in the execution of the contract, and to prevent discrimination in the employment of persons because of a 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. This Project is subject to requirements for the employment of apprentices registered with the California v Department of Industrial Relations, Division of Apprenticeship Standards. Additional information can be obtained at http://www.dir.ca.gov/DAS/PublicWorksForms.htm. °¢ The City of San Bernardino reserves the right to waive any informalities or inconsequential deviations a from Contract specifications, or to reject any and all bids. a N N m No bidder may withdraw his bid within 45 working days from the date of the bid opening. The CITY -a co reserves the right to take all bids under advisement for a period of 90 days. 0 Specific questions regarding this Project should be submitted in writing to the City Engineer's Office as N follows: a N r a City Engineer's Office Third Floor m E San Bernardino City Hall 300 North"D" Street a San Bernardino, CA 92418-0001 C SUBJECT: PAVEMENT REHABILITATION ON FOUR CITY STREETS: RANCHO AVENUE,FROM CRIALTO AVENUE TO FOOTHILL BOULEVARD,PLAN NO. 12482 (SS 04-048); WINDSOR DRIVE, FROM BASELINE STREET TO GILBERT STREET, PLAN NO. 12803(SS 11-012& SS 11-015); 21ST STREET, FROM VALENCIA AVENUE TO PERRIS HILL PARK ROAD, PLAN NO. 12818(SS 12-006); and PERRIS HILL PARK ROAD,FROM 21ST STREET TO PACIFIC STREET,PLAN NO. 12824(SS 12-009) 8.M.f Attention: Ted Rigoni Tel: (909) 384-5198; Fax: (909) 384-5190 E-mail: Rigoni_te @sbcity.org Inquiries or questions based on alleged patent ambiguity of the Plans or the Special Provisions must be communicated as a bidder inquiry prior to the bid opening. Any such inquiries or questions, submitted w after the bid opening, will not be treated as a bid protest. Ul Written responses will only be provided to written questions. No written response will be provided to 0 verbal questions. g 0 0 O CITY OF SAN BERNARDINO r d City Clerk o N_ N r O Z O NOTICE TO ADVERTISE: OSPECIFICATION NOS. 12482.12803.12818& 12824 ~ SHALL APPEAR IN FIRST ISSUE NOT LATER THAN ? 0 DATE 8/23/12 & 8/30/12 R (FIVE WORKING DAYS BETWEEN FIRST & SECOND PUBLICATION) F. K Q SIGNATURE DATE n. N co 06 W r O M O O N W a N r a f/J Y C d E r U m a Packet Pg. 637 8.M.f N BID DOCUMENTS _T U 0 O LL w O L A L d 7 O N_ N Z O F a F- U) z F- Of a a v N co ca W co M O W N co IT N I IL C d E L V A Q Packet Pg.638 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 furnish any and all required labor, materials, transportation and service for the PAVEMENT REHABILITATION ON FOUR CITY STREETS 3 O LL RANCHO AVENUE, FROM RIALTO AVENUE TO FOOTHILL BOULEVARD c PLAN NO. 12482 ( SS 04-048 ); r WINDSOR DRIVE,FROM BASELINE STREET TO GILBERT STREET z PLAN NO. 12803 (SS 11-012 & SS 11-015 ); a 21sT STREET,FROM VALENCIA AVENUE TO PERRIS HILL PARK ROAD N PLAN NO. 12818 ( SS 12-006 ); and PERRIS HILL PARK ROAD,FROM 211T STREET TO PACIFIC STREET PLAN NO. 12824 (SS 12-009 ) o in strict conformity with Plans and Special Provisions Nos. 12482, 12803, 12818 & 12824 , of the Department of Public Works, City of San Bernardino and also in accordance with Standard Specifications z for Public Works Construction, 2009 Edition, and other Standards as noted herein. The undersigned c proposes and agrees if this bid is accepted, that he will contract with the City of San Bernardino, in the a form of the copy of the Contract annexed hereto, to provide all necessary machinery, tools, apparatus and other means of maintenance, and to do all the work and furnish all the materials specified in the Contract, a 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: co 0 N 00 a N r CL y c d E t v m V V Q B-1 1 PAVEMENT REHABILITATION OF FOUR CITY STREETS BID SCHEDULE No. 1 Rancho Avenue, Rialto Avenue to Foothill Boulevard(CIP No. SS 04-048) Plans and Special Provisions No. 12482 Item Description Unit Quantity Unit Price($) Item Total($) 1 Mobilization LS 1 N 2 Traffic Control LS 1 Traffic Control,SCRRA/BNSF work area, > 3. including all fees required by SCRRA/BNSF LS 1 0 Construct PCC Curb Ramp,including removal of LL 4. existing,per Caltrans Std.Plan A88A EA 4 0 Modify Existing PCC Curb Ramp,including 5 grinding existing PCC curb where noted,per EA 5 Caltrans Std.Plan A88A v 0 N_ Construct PCC Cross Gutter with Spandrels, N 6 including removal of existing,per City Standard EA 1 Plan No.201 z 0 Construct PCC Sidewalk,including removal of a 7. existing,per City Standard Plan No.202 SF 94 _0 Remove Inlet,Abandon Pipe and Brick and Mortar Z 8. Plug Remainder LS 1 a Construct Modified Type V CMP Drop Inlet, F 9.(S) including removal of existing,per OCPW Standard LS 1 a Plan 1305 a v Construct Junction Structure Per SPPWC Standard 10. plan No.332-2 EA 1 oe co Construct Concrete Collar per City Standard Plan IL(D) No.412 EA 2 N Construct Catch Basin No.2,with Local N 12. Depression,per City Standard Plan Nos.404&407 EA 2 a 13. Furnish and Install 18"RCP,D-2000 LF 72 m 14. Fumish and Install 24"RCP,D-2000 LF 84 v Cold Mill Wedge Cut, 1.6"max depth,width per 15. plan LF 2,540 16. Cold Mill Wedge Cut,2"max depth,width per Plan LF 540 B-2 Packet Pg. 640 PAVEMENT REHABILITATION OF FOUR CITY STREETS BID SCHEDULE No. 1, Cont. Rancho Avenue, Rialto Avenue to Foothill Boulevard(CIP No. SS 04-048) Plans and Special Provisions No. 12482 Item Description Unit Quantity Unit Price($) Item Total($) 17. Cold Mill Header Cut,Depth and Width per Plan SF 5,830 I g_ Embankment Repair,Rancho Avenue,MBGR Area CY 45 v Pavement Repair,including removal and replacement in 19. of minimum 4"Asphalt Concrete SF 9,300 20.(S) Repair MBGR Along Rancho Avenue LS 1 'o Construct Asphalt Concrete Pavement Leveling G 21. Course,0.75' TN 200 s d Construct Asphalt Rubber Aggregate Membrane 22.(S) SY 15,800 v 23.(D) Construct Flush Coat SY 15,800 N 24 Construct Asphalt Concrete Pavement Overlay, 1.2" TN 1,020 Construct AC Dike Type Dl-8,per SPPWC Standard ; 25.(S) Plan No. 120-1 LF 20 F Replace Existing Traffic Inductive Loop Detector, 26• Complete in Place EA 5 z 27. Adjust Existing Utility Frame an d Cover to Grade EA 6 28. Adjust Existing Water Valve Cover to Grade EA 6 — 29.(D) Untreated Base(Patching&Flatwork) TN 20 a Thermoplastic Traffic Striping,and Raised Pavement N Markers,Reflectorized,from Walnut Street to 30.(S) Foothill Boulevard,per Caltrans Std.Plans A20A, LS 1 co A2013,A20C,A201),A24A,A24B,A24D,A24E& CA MUTCD o Furnish and Install Sign,per Plans and Special 31.(S) Provisions EA 10 N a NPDES Requirements,including SWPPP,per N 32.(S) Section 6-1.03 of these Special Provisions LS 1 d 33.(S) Construction Information Sign EA 2 m Total Bid Schedule No. I Bid $ C B-3 Packet Pg. 641 PAVEMENT REHABILITATION OF FOUR CITY STREETS BID SCHEDULE No. 2 ©Windsor Drive, Baseline Street to Gilbert Street(CIP Nos. SS 11-012 & SS 11-015) Plans and Special Provisions No. 12803 Item Descri tion Unit Quanti Unit Price($) Item Total($) 1 Mobilization LS 1 d d 2 Traffic Control LS 1 T Construct PCC Curb Ramp,including removal of 3. existing,per Caltrans Std.Plan A88A EA 14 0 LL w Modify Existing PCC Curb Ramp,including a 4 grinding existing PCC curb where noted,per EA 4 r Caltrans Std.Plan A88A of Construct PCC Curb,including removal of existing, o 5• per Modified City Standard Plan No.200,Type B LF 115 N N Construct Modified 18"Wide PCC Gutter, 6 including removal of existing,per City Standard LF 1,570 0 Plan No.200 a Construct Modified 30"wide PCC Gutter,including 7. removal of existing,per City Standard Plan No.200 LF 675 z 2 Construct PCC Cross Gutter with Spandrels, 8 including removal of existing,per City Standard EA 2 Q Plan No.201 o: a Construct PCC Cross Gutter without Spandrels, a 9 including removal of existing,per City Standard EA 3 N Plan No.201 Construct PCC Sidewalk,including removal of m 10. existing,per City Standard Plan No.202 SF 590 0 Construct Parkway Culvert,including removal of m 11. existing,per City Standard Plan No.401,Case III, EA 1 N N=3 a Construct PCC Residential Driveway Approach, 12 including removal of existing,per City Standard SF 150 t Plan No.203 Construct PCC Alley Intersection Approach, a 13. including removal of existing,per SPPWC Standard EA 2 Plan No. 130-2 Construct PCC ADA Bypass per Modified City 14. Standard Plan No.203 SF 30 B-4 PacketPg. 642 PAVEMENT REHABILITATION OF FOUR CITY STREETS BID SCHEDULE No. 2, Cont. Windsor Drive, Baseline Street to Gilbert Street (CIP Nos. SS 11-012& SS 11-015) Plans and Special Provisions No. 12803 Item Description Unit Quantity Unit Price($) Item Total $) Cold Mill Wedge Cut, 1.6"Max Depth,Width per 15. Plan LF 3,780 16. Cold Mill Header Cut,Depth and Width per Plan SF 2,530 Pavement Repair,including removal and ,° IT replacement of minimum 2'h"Asphalt Concrete SF 5,220 `o a Pavement Repair,including removal and 18. replacement of minimum 4"Asphalt Concrete SF 2,420 v 19.(S) Construct Asphalt Rubber Aggregate Membrane SY 15,800 N N 20.(D) Construct Flush Coat SY 15,800 v 21 Construct Asphalt Concrete Pavement Overlay, 1.2" TN 1,020 O F- 22 Adjust Existing Water Valve Cover to Grade EA 9 w y 23.(D) Untreated Base(Patching&Flatwork) TN 20 z 0 Thermoplastic Traffic Striping,and Raised a 24.(S) Pavement Markers,Reflectorized,per Caltrans Std. LS 1 Plans A24D&A24E a Replace Existing Traffic Inductive Loop Detector, 25.(S) Complete in Place EA 1 Furnish and Install Sign,per Plans and Special 26.(S) Provisions EA 7 0 NPDES Requirements,including SWPPP,per 27•(S) Section 6-1.03 of these Special Provisions LS 1 a 28.(S) Construction Information Sign EA 2 N d E Total Bid Schedule No.2 Bid $ m a B-5 Packet Pg. 643 PAVEMENT REHABILITATION OF FOUR CITY STREETS © BID SCHEDULE No. 3 21' Street, Valencia Avenue to Perris Hill Park Road(CIP No. SS 12-006) Plans and Special Provisions No. 12818 Item Description Unit Quantity Unit Price($) Item Total($) I Mobilization LS 1 en 2 Traffic Control LS 1 Construct PCC Curb Ramp,including removal of 3• existing,per Caltrans Std.Plan A88A EA 3 `o a Modify Existing PCC Curb Ramp,including 4 grinding existing PCC curb where noted,per EA 4 Caltrans Std.Plan A88A v 0 Construct PCC Curb and Gutter,including removal 5. of existing,per City Standard Plan No.200,Type B LF 160 v Construct Portion of PCC Cross Gutter,including z 6• removal of existing,per City Standard Plan No.201 LS 1 a X Construct PCC Sidewalk,including removal of 7. existing,per City Standard Plan No.202 SF 690 z Construct PCC Residential Driveway Approach, ° a 8 including removal of existing,per City Standard SF 144 — Plan No.203 a Construct Portion of PCC Commercial Driveway a Approach,including removal of existing,per City 9' Standard Plan No.204 SF 108 06 Construct PCC ADA Bypass per Modified City Cl,- 10. Standard Plan No.203 SF 100 N Cold Mill Wedge Cut, 1.6"Max Depth,Width per N 11. Plan LF 1,970 a N 12 Cold Mill Header Cut,Depth and Width per Plan SF 2,940 E L Pavement Repair,including removal and 13. replacement of minimum 2 %"Asphalt Concrete SF 1,490 a 14.(S) Construct Asphalt Rubber Aggregate Membrane SY 7,200 Construct Flush Coat SY 7,200 B-6 PacketPg. 644 PAVEMENT REHABILITATION OF FOUR CITY STREETS BID SCHEDULE No. 3, Cont. 21" Street, Valencia Avenue to Perris Hill Park Road(CIP No. SS 12-006) Plans and Special Provisions No. 12818 Item Description Unit Quantity Unit Price($) Item Total($) 16. Construct Asphalt Concrete Pavement Overlay, 1.2" 470 TN d d 17 Adjust Existing Water Valve Cover to Grade EA 4 N 18 Adjust Existing Utility Frame and Cover to Grade EA 3 0 0 19.(D) Untreated Base(Patching&Flatwork) 20 TN LL 0 Replace Existing Traffic Inductive Loop Detector, s 20. Complete in Place EA 8 Thermoplastic Traffic Striping,and Raised o 21.(S) Pavement Markers,Reflectorized,per Caltrans Std. LS 1 Plans A20A,AND,A24A,A24C&A24E N v NPDES Requirements,including SWPPP,per z 22•(S) Section 6-1.03 of these Special Provisions LS 1 0 a 23.(S) Construction Information Sign EA 1 z Total Bid Schedule No.3 Bid $ ° a a a v N W O W M O O N O 7 N a ur W W E t U a B-7 Packet Pg. 645 PAVEMENT REHABILITATION OF FOUR CITY STREETS BID SCHEDULE No. 4 C�Perris Hill Park Road, Pacific Street to 21s` Street(CIP No. SS 12-009) Plans and Special Provisions No. 12824 Item Description Unit Quantity Unit Price($) Item Total($) I Mobilization LS 1 N 2 Traffic Control LS 1 d Construct PCC Curb Ramp,including removal of _T I existing,per Caltrans Std.Plan A88A EA 8 0 Modify Existing PCC Curb Ramp,including u°. 4 grinding existing PCC curb where noted,per EA 3 ° Caltrans Std.Plan A88A L d Construct PCC Sidewalk,including removal of of 5. existing,per City Standard Plan No.202 SF 30 0 Cold Mill Wedge Cut, 1.6"Max Depth,Width per 6. Plan LF 1,760 N a 7 Cold Mill Header Cut,Depth and Width per Plan SF 3,080 ; Pavement Repair,including removal and a 8. replacement of minimum 2 %2"Asphalt Concrete SF 1,020 9.(S) Construct Asphalt Rubber Aggregate Membrane SY 8,750 Z 0 10.(D) Construct Flush Coat SY 8,750 a 11. Construct Asphalt Concrete Pavement Overlay, 1.2" TN 550 a a 12 Construct Asphalt Concrete Pavement Overlay, 1.5" TN 15 v N m 13. Construct AC Walk,3"Thickness SF 300 0° 14. Adjust Existing Water Valve Cover to Grade EA 1 00 M 0 15.(D) Untreated Base(Patching&Flatwork) TN 10 N Thermoplastic Traffic Striping,and Raised N 16.(S) Pavement Markers,Reflectorized,per Caltrans Std. LS 1 a- Plans A20A,A20D&A24E c NPDES Requirements,including SWPPP,per E L 17.(S) Section 6-1.03 of these Special Provisions LS 1 @ 18.(S) Construction Information Sign EA 1 a Total Bid Schedule No.4 Bid $ [ ../ B-8 Packet Pg. 646 SUMMARY OF BID SCHEDULES OPLANS AND SPECIAL PROVISIONS NOS. 12482, 12803, 12818 & 12824; PAVEMENT REHABILITATION ON FOUR CITY STREETS RANCHO AVENUE, FROM RIALTO AVENUE TO FOOTHILL BOULEVARD PLAN NO. 12482 ( SS 04-048 ); WINDSOR DRIVE, FROM BASELINE STREET TO GILBERT STREET PLAN NO. 12803 ( SS 11-012 & SS 11-015 ); 211T STREET, FROM VALENCIA AVENUE TO PERRIS HILL PARK ROAD (n PLAN NO. 12818 ( SS 12-006 ); and PERRIS HILL PARK ROAD, FROM 21ST STREET TO PACIFIC STREET 3 PLAN NO. 12824( SS 12-009) 0 0 BIDDER: r (Contractor Name) � TOTAL BID SCHEDULE No. 1: $ (FIGURES) o N_ N 7 TOTAL BID SCHEDULE No. 2: $ (FIGURES) o a o: U) TOTAL BID SCHEDULE No.3: $ (FIGURES) of0 of TOTAL BID SCHEDULE No.4: $ (FIGURES) a v N W GRAND TOTAL BID* $ (FIGURES) 00 M 0 *Grand Total Bid is equal to the total of Bid Schedule No. 1,plus Bid Schedule No. 2, plus Bid Schedule No.3, plus C4 Bid Schedule No.4. v N_ a BID NOTES: u' Bids shall be submitted on the bid forms provided in the Bid and Contract Documents package. All bid forms E shall be completed, signed, and sealed in accordance with these instructions and the instructions included with the individual bid forms.A bid that fails to include all bid forms will be considered non-responsive. a 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. O4). The Bid Schedule shall be typed or clearly completed in ink. All spaces for unit prices, item totals, and total bid shall be completed, in figures. All prices shall be in United States dollars. For a Lump Sum item,the unit price shall match the item total price. B-9 Packet Pg. 647 The bidder shall make every effort to provide a legible and complete Bid Schedule. The bidder shall verify that its Bid Schedule is free of mathematical errors. If a Bid Schedule is found to contain minor errors or illegible entries,the bidder agrees that the CITY may, if deemed in the public interest, cure the error or entry,using one of the following methods: Method A. If the sum of the item totals does not equal the total bid, but all item totals correctly indicate the products of the unit price and quantity, the CITY will consider the corrected sum of the item totals to be the Bidder's total bid. N d Method B. If the sum of the item totals equals the total bid,but the product of a unit price and a quantity does not equal the stated item total,the City will determine a correct unit price by dividing the item total by the item 5 quantity. 3 The total bid price for the entire Contract work shall include the cost of labor, materials, equipment, parts, 0 implements, supplies, and all applicable sales taxes and fees necessary to complete the Project, as based on the City `o Engineer's estimate of quantities of work. s d 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 o thereof. The person submitting the request will be responsible for its prompt delivery by 5:00 p.m. of the 5th working day prior to the day of the proposed bid opening. v Any interpretation or correction of the proposed documents shall be made only by addendum duly issued and o copy of such addendum will be faxed, mailed, or delivered to each person of record as receiving a set of such a documents. The CITY will not be responsible for any other form of explanation or interpretation of the proposed o: documents. z Any situation not specifically provided for will be determined at the discretion of the City of San Bernardino Q (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 amount of a Bid, or the existence or treatment of an irregularity in a Bid,shall be final. a BIDDER declares that this Bid is based upon careful examination of the work site, Bid and Contract Documents. �a cs Estimated quantities are for the purpose of comparison only, and payments will be made on a basis of actual CO measurement of work completed except for Lump Sum(LS)and Final(F)pay quantities. v N CL Codes: Units of Measurement: 'n c d (F) Final Pay Quantity EA Each s (S) Specialty Bid Item LS Lump Sum R (D) Deletable Work Item SF Square Foot a SY Square Yard ELT Extra Long Ton o LF Linear Feet TN Ton B-10 Packet Pg. 648 ,. 8.M.f. (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 Responsibility,"of the Standard Specifications. (F)Final Pay Quantity-are bid items as described in Section 6-1.07 of these Special Provisions. N d d N _T U 0 O LL w O a m r m a 0 N_ N r 4 : O F z 0 0 Q a v N 08 00 W CO 0 N N N o. C Gi E t O R r Q B-11 Packet Pgz 649 BIDDER'S INFORMATION AND SIGNATURE: It is the understanding of the undersigned that the work hereinabove described shall be commenced within Ten 10 Cworking days from the date of the"Notice to Proceed",and shall be completed within FIFTY 50 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 time, the proceeds of the Bidder's Guaranty accompanying this Bid shall be paid to the City of San Bernardino as liquidated damages. d Licensed in accordance with an act providing for the registration of Contractor, n U LICENSE EXPIRATION NO.: CLASSIFICATION: DATE: 0 U. 0 0 FIRM NAME: n L d BUSINESS ADDRESS: v 0 N BUSINESS PHONE: FAX: CELL: v 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- Is Bidder currently a certified DBE? Yes ❑ No ❑ N z Legal Status of Firm Z NAME(S) ADDRESS(ES) a Q a N N W 06 W 00 W M SIGNATURE OF BIDDER: Dated: 120 °n N o] V N a m E L U R Q C,. C-1 Packet Pg.650 BIDDER'S FIRM NAME ACKNOWLEDGEMENT OF ADDENDUMS PLANS & SPECIAL PROVISIONS NOS. 12482, 12803, 12818 &12824 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 T responsive. 5 0 U- 0 4 BIDDER'S INITIALED ACKNOWLEDGEMENT OF ADDENDUMS: r v ADDENDUM NO.1 DATE: o N ADDENDUM NO.2 DATE: v ADDENDUM NO.3 DATE: Z 0 ADDENDUM NO.4 DATE: a 0 a a v N M O W N O] V N r a c d E L U N Q C-2 g. 651 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- y Contractors for items of work or portions thereof to be subcontracted in excess of one-half of one percent z, of the total bid or $10,000.00, whichever is greater. 0 LL w In the case where a bidder claims an inadvertent clerical error in listing sub-contractors, a notice of the claim must be submitted to the Office of the City Engineer in writing within 2 working days after the m time of the bid opening and send copies of the notice to the subcontractors involved. a 0 The bidder shall provide the actual dollar "Sub-Contract Amount" as submitted by each listed sub- = contractor, keeping in mind that the prime contractor for this project is required to provide or perform, a 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 material purchased 9 C directly by the prime Contractor is to be used by a listed sub-contractor in performing Contract work, the y dollar amount of such purchased material should not be included in the dollar amount listed for said sub- contractor. °a Subsection 2-3.2, "Self Performance," of the Standard Specifications, shall be revised as follows: a a If the Bid submitted by the Contractor fails to meet at least fifty (50) percent of the amount of work co required with its own forces, the Bid will be considered non-responsive and rejected with no further -a consideration. If after execution of the Agreement the CITY discovers the Contractor is performing work co amounting to less than fifty (50 percent) of the Contracted amount, except for "Specialty Items," the o Contractor will be notified that he or she is in violation of the Contract and will have that portion N subcontracted for which is less than fifty percent(50%) of the amount of work required to be performed by N the Contractor deducted from payment to the Contractor. The deduction shall not exceed fifty percent a (50%) of the Contracted amount required to be performed by the Contractor. The Contractor will not be penalized by the CITY resulting from Contract Change Orders that increase subcontract items of work. E U Subcontracts shall include provisions that the Contract between the CITY and the Contractor is part a 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 ® BIDDER'S FIRM NAME DESIGNATION OF SUB- CONTRACTORS PLANS & SPECIAL PROVISIONS NOS. 12482, 12803, 12818 &12824 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. d V N Name&Address Agency&No.of Sub-Contractor's Y Under Which MBE/WBE CERT. Phone#, Sub-Contract Work to Be v Licensed (If Applicable) License#&Class Amount Performed: o U. w 1. ° $ r d o_ v 0 N_ 2. N $ V Z O a n: 3. m $ z 0 0 a o: a 4. a S N O] 06 W O M O 5. $ N W V N a c 6. E $ U 16 Q IF ADDITIONAL SPACE IS REQUIRED,PLEASE DUPLICATE THIS SHEET DO NOT WRITE ON THE BACK C-4 Packet Pg. 653 BIDDER'S FIRM NAME BIDDER SELF-PERFORMANCE VERIFICATION FORM PLANS & SPECIAL PROVISIONS NOS. 12482, 12803. 12818 &12824 (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. N (1) Total Dollar($) amount of the Work to be performed by Subcontractors: $ U 3 (2) Specialty Items (to be performed by Subcontractors): U. 0 n Item No. $ r d Item No. $ Item No. $ N Item No. $ z Item No. $ o Item No. $ a © z U) Item No. $ Z 0 Item No. $ a Subtotal: $ a a v N (3) Net subcontracted amount $ 06 (Line 1- Line 2): ° cli (4) Contract Price (Grand Total from the Schedule of Prices): $ N 7 N (5) Contract Price less Specialty Items to be performed by subcontractors: y (Line 4- Line 2) $ E L (6) Percentage to be self-performed([Line 5 —Line 31/Line 5 X 100): (by Prime Contractor) % a 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 S.M.f o WORKERS' COMPENSATION INSURANCE CERTIFICATION I am aware of the provisions of Section 3700 of the Labor Code requiring every v employer to be insured against liability for workers' compensation or to undertake , T self-insurance in accordance with provisions of that code, and I will comply with 0 0 such provisions before commencing the performance of the work of this Contract. o a m r m o: v Contractor: N N r NAME OF FIRM: z 0 BY: TITLE: Z 0 DATE: a Q a e N co co a0 coP'r O N co V N_ a. w c w E t U R Q C-6 Packet Pg.655 (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 Califomia: The undersigned in submitting a bid for performing the following work by Contract,being duly swom,deposes and says: N Y 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 of,any d undisclosed person, partnership, company, association, organization, of corporation; that the bid is genuine and not in 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 0 overhead,profit, or cost element of the bid price,or of that of any other bidder,or to secure any advantage against the c public body awarding the Contract on anyone interested in the proposed Contract; or take any action in restraint of free competitive bidding in connection with such Contract; that all statements contained in the bid are true; and d further,that the bidder has not,directly or indirectly, 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, o bid depository,or to any member or agent thereof to effectuate a collusive or sham bid. N r Z Firm Name 0 to 2 Signature of Bidder z 0 Printed Name and Title t- a a v N Business Address Z Co CO 0 Place of Residence °p N CO Subscribed and sworn to(or affirmed)before me this day of 20 N the above proved to me on the basis of satisfactory evidence to be the person who appeared before me. y Y Signed d Notary Public in and for the County of r v m State of California. ¢ My Commission expires on Year C C-7 FORM OF BID BOND CKNOW ALL MEN BY THESE PRESENTS,that we,the undersigned, as Principal,and as Surety,are hereby and firmly bound unto the City of San Bernardino , State of California, hereinafter referred to as"Obligee"in the penal sum often percent-( 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. v THE CONDITION OF THIS OBLIGATION IS SUCH, THAT: ti WHEREAS, the Principal has submitted to Obligee, a certain Bid, attached hereto and hereby made a part hereof to enter into a U contract in writing,for the c LL w O a R L (Copy here the exact title description of work including location, as it appears on the Bid and Contract Document) of for which bids are to be opened on o (Insert date of opening) N N NOW, THEREFORE, v a. If said Bid shall be rejected,or in the alternate, Z O b. If said Bid shall be accepted and the Principal shall execute a contract G in the Form of contract attached hereto(properly completed in accordance with said Bid) and shall furnish a bond for his faithful performance of said contract, y and shall in all other respects perform the agreement created by the acceptance of said Bid, z 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 event,exceed the penal amount of this obligation as herein stated. — 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 a any such extension. N Signed, this day of 20_ oe IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of them as are corporations M have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first Ow mentioned. N W V (SEAL) (SEAL) Principal Surety c By: By: Signature Signature R a Printed Name and Title Printed Name and Title NOTE:Notarization of Principal and Surety signatures and Power of Attorney of the Surety shall accompany this form. C-8 PacketPg.657 BIDDER'S FIRM NAME © MBEIWBE INFORMATION- GOOD FAITH EFFORTS PLANS & SPECIAL PROVISIONS NOS. 12482, 12803, 12818 &12824 The City of San Bernardino has established a Minority Business Enterprise (MBE) Goal of 15% and a Women Business Enterprise (WBE)Goal of 5%for this Project. The information provided herein shows that adequate good faith efforts were made. N A. The names and dates of each publication in which a request for MBE/WBE participation for this Project was placed ! by the bidder(please attach copies of advertisements or proofs of publication): ` rn T Publications Dates ofAdvertisement 'o LL w O 1? t d tr O 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 MBEs/WBEs were interested(please attach copies of solicitations,telephone records,fax confirmations,etc.): �* j Z { Names of MBEIWBE Initial Solicitation Follow Up Methods d Solicited Dates an Dates O a z N z 0 a rr a a v N O 06 r OJ C. The items of work which the bidder made available to MBE/WBE firms,including,where appropriate,any breaking down of the Contract work items(including those items normally performed by the bidder with its own forces)into N 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 MBE/WBE firms. a N Items of Work Breakdown of Items c m E L U R a C-9 Packet Pg. 658 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): Firms Rejected N d d N _T U 0 O LL O d L d Firms Selected o N N r 4 : _0 H a C 2 U) N z of0 a of E. Efforts made to assist interested MBE/WBEs in obtaining bonding, lines of credit or insurance, and any a technical assistance or information related to the Plans, Special Provisions and requirements for the work v which was provided to MBE/WBEs: co M 0 0 N W V N a U) C d E L U a C-10 Packet Pg. 659 F. Efforts made to assist interested MBEAVBEs in obtaining necessary equipment, supplies, materials or © related assistance or services, excluding supplies and equipment the MBEAVBE subcontractor purchases or leases from the prime contractor or its affiliate: w Y d d V M V7 U 0 0 LL .,.. O M G. The names of agencies,organizations or groups contacted to provide assistance in contacting,recruiting and d using certified MBEsAVBE firms (please attach copies of requests to agencies or organizations, and any 02 responses received,i.e.,lists,Internet page download,etc.): e 0 Name of Method/Date Results Agency/Organization of Contact of Contact N v z O aFa © F y Z_ O Q H tr Q a v N H. Any additional data to support a demonstration of good faith efforts(use additional sheets if necessary): W M 0 m N V N_ a d E z U f0 Q C-11 Packet Pg. 660 8.M.f BIDDER'S FIRM NAME REFERENCES FOR WORK PER BID SCHEDULES NOS. 1,2,3 & 4 PLANS & SPECIAL PROVISIONS NOS. 12482, 12803, 12818 &12824 N d d Date: T 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: ,oL w 0 Public Agency's Contract Name,Title Name&Address Type of Project Contract Amount Date Completed &Phone Number tr v 0 I. $ N R Z O H Q N Z Q � S F Q a v N O W r 07 M O CO N W et N 3. S a W c d E L U R Q C-12 Packet Pg.661 B.M.f PERMIT TO OPERATE © PLANS & SPECIAL PROVISIONS NOS. 12482, 12803, 12818 &12824 THIS FORM MUST BE FULLY COMPLETED AND INCLUDED WITH THE BID DOCUMENTS OR THE BID SHALL BE NON-RESPONSIVE. DESIGNATION/CERTIFICATION OF ASPHALT-RUBBER BINDER APPLICATOR(S) m d BIDDER proposes to have Asphalt-Rubber BINDER for ARAM (application) applied by: 7 0 U. w 0 Name/Address t d This section shall be completed even if the bidder plans to apply Asphalt-Rubber binder with its own equipment and labor forces. Name above must be the actual company applying the Asphalt-Rubber binder N on the roadway. N v Bidder shall attach to this form copies of all required local air pollution control district or air quality : management district final permit to operate (PTO) documents (not temporary, experimental, research, and/or authority to construct (ATC)) which allow the operation of the specific equipment to be used to control emissions during the application of Asphalt-Rubber binder on the roadway (the Application). The z Application, in a manner conforming with these project specifications,has been indisputably determined to c be in non-compliance with California air quality regulations limiting opacity of emissions, unless a a permitted emission control device is used during the Application to directly remove emissions occurring during the Application. It is for that device, which may be described as an air filter, custom air pollution control system, portable air pollution control, opacity control unit, emission control unit consisting of collection hood and 3-stage oil mist filter system, or other similar description for which a copy of a final PTO must be provided from the local air pollution control district or air quality management district. 06 co If the bidder fails to fully complete this portion of the bid and provide the foregoing documentation, the 0 bid is non-responsive and shall be rejected. N co It N r CERTIFICATION UNDER PENALTY OF PERJURY y Y I certify under penalty of perjury under the laws of the State of California that I have read and E understand the requirements contained in this form. I further certify that all information provided r in response to this form is true and accurate to the best of my knowledge and belief. a v Print Name, Title Signature of Bidder Date C-13 REPRESENTATIVE ARAM PROJECTS PLANS & SPECIAL PROVISIONS NOS. 12482, 12803, 12818 &12824 THIS FORM MUST BE INCLUDED AND FULLY COMPLETED WITH THE BID OR THE BID SHALL BE CONSIDERED NON-RESPONSIVE. DESIGNATION/CERTIFICATION OF ASPHALT-RUBBER AND AGGREGATE MEMBRANE CONTRACTOR AND/OR SUBCONTRACTOR(S) N T Bidder proposes to have the ARAM installed by: LL w O This section shall be completed even if the apparent low bidder plans to produce and install ARAM r with its own forces. Name of Contractor and/or Subcontractor(s) shall be the actual company(ies) applying the binder and aggregate. 0 For any bid to be considered responsive, performance criteria must be demonstrated on five separate projects performed by the same contractor or subcontractor(s) designated above, and with equivalent aggregate and binder proposed for the ARAM in this bid. Two years shall have elapsed since z completion of the ARAM surface on each project, and the projects shall be located in Southern California inland of at least one coastal mountain range or be a minimum 25 miles from the nearest point on the Pacific Ocean coast. n z To be considered a valid representative project, bidder must submit the name of the project, owner ° agency, agency representative's name and phone number, and a list of streets with limits totaling at - least 1 mile (based on full width) in length for each project and the date the project was actually a performed. A project will be considered a valid representative project if an asphalt emulsion spray a application was originally placed with or without an application of sand, within 15 calendar days of the application of ARAM. Any other cover coat or course on the ARAM will cause the ARAM to ro be considered invalid as a representative project. co M 0 ARAM on all projects must show insignificant raveling (loss of rock) and insignificant flushing 0 (binder migration to the surface) at time of inspection by the Agency. Bidder shall verify any N proposed representative projects prior to listing a subcontractor with such projects, or the bid will be a considered non-responsive. If the Bidder cannot list in the space provided five projects that meet y Y the criteria specified herein that were performed by the proposed ARAM contractor or 0) subcontractor(s),the bid shall be considered non-responsive. R a C-14 REPRESENTATIVE ARAM PROJECTS PLANS & SPECIAL PROVISIONS NOS. 12482, 12803, 12818 &12824 Name of Project No. 1 Date Completed Agency Agency Contact v d Phone Approx.Length of ARAM(Full width) in _T U Name of Project No.2 Date Completed w 0 Agency Agency Contact s m Phone Approx.Length of ARAM(Full width) _ v 0 N_ Name of Project No.3 Date Completed N T Agency Agency Contact H Phone Approx.Length of ARAM(Full width) Q F- m z Name of Project No.4 Date Completed p Q Agency Agency Contact a Phone Approx.Length of ARAM(Full width) a. V N 00 Name of Project No.5 Date Completed m Agency Agency Contact Q N Phone Approx.Length of ARAM(Full width) W N a In m E s U Signature of Bidder Title Date +a Q IF ADDITIONAL SPACE IS REQUIRED,PLEASE DUPLICATE THIS SHEET DO NOT WRITE ON THE BACK C-15 PacketPg. 664 8 M f.r PART II SD cn SPECIAL PROVISIONS 7 O LL w O A L d r O O N_ N r a 2 O Q a' F y Z D Q a v N M co Go W a> O O N V N CL En c m E r v m PacketPg. 665 `8.M•fr :: O N APPENDIX N _T Q 3 O LL w O a m r m v 0 N N R 2 O F Q y 2 O a F- o: a a vco co N W M O N w IT N_ a U) c m E r U R r+ Q O Packet Pg. 666 8.M.f CONSTRUCTION INFORMATION SIGN MOCKUP N d d T w U 3 O tw O A t d O N_ N Z O F Q r z 0 r a IL v N co W r M O co N Do V N CL c m E r U R r Q Packet Pg. 667 8.M.f O V! w d d CITY STANDARD PLANS N U 3 O LL w O 9 A L d O O N_ N V Z 0 F Q f- Z Q f- Q a e N co oa 00 00 O cl O O N co a N r a c d E t v Q PacketPg. 668 COUNTY OF ORANGE OCPW (RDMD) STANDARD PLAN N w d d w N % U 0 O LL ,- O .0 A L d a O N N r O Z O F a N 2 O Q F Q a v N co oa O 00 O M O O N w a N r CL c d E r U R r Q Packet Pg.669 8.M.f STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION-STANDARD PLANS N w d d L V U L 0 O LL w O O L d C O N_ N_ Z O F Q N Z 0 Q F Q a v N O ca co co co M O W N co R N r a N C d t v m z Q O Packet Pg. 670 8.M.f CALTRANS STANDARD PLANS N d U 0 O LL w O A t d r 7 0 N N r a Z O F F N 2 O a F Q a v N O co co Cf O W N co a N I a c d E t U m a Packet Pg.671 8.M.f SCRRA STANDARD PLAN, TRAFFIC CONTROL AND WORK AREA PERMIT REQUIREMENTS T U 0 O LL w O s s v K v O N_ N a Z O F Q F- y Z 0 Q K Q a v N W OD Go W M O Do N a N r a N c m E u U Q Packet Pg. 672 8.M.f STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS APPRENTICESHIP PROGRAM v FOR PUBLIC WORKS CONSTRUCTION U 7 O LL w O W t d 7 O N N C Z O Q F Z O a a a v N co ca co I co ai O co N aD V N_ a Y) V G d E r v Q Packet Pg. 673 f, 8.M.f RESTRIPING OF RANCHO AVENUE, 325 FEET SOUTH OF AND TO RIALTO AVENUE N d d N T w U O O LL w O A t d r O N_ N r Z O F Z Q H Q a v N ao 00 Do GoDo ci O N O It N r a U) c w E L O A a Packet Pg. 674 CALIFORNIA MUTCD STANDARDS N Y d d Y U 0 0 LL w O a m r m v 0 N N 7 Z O h Q F N z 0 Q f- a a v N ca CD th O 00 N 00 N r a y C d E t u m Y a Packet Pg:675. PROJECT LOCATION N w SURVEY DOCUMENTS _T U 0 O LL w O A L d r O O N_ N r Z O F Q O � F y Z a a IL v N W 06 W co co M O W N co It N I IL c W E t u m a PacketPg.676 SURVEY MONUMENT PRESERVATION GUIDELINES © CALIFORNIA LAND SURVEYORSASSOCIATION & CONSULTING ENGINEERS AND LAND SURVEYORS OF CALIFORNIA Joint Professional Practice Committee - Riverside/San Bernardino and Desert Chapters (In Cooperation with the Riverside&San Bernardino County Surveyors Office) PREFACE: m The precedingpublic survey documents are provided from a search of records on file in the City of San Bernardino, Office of the City Engineer. T All work is to be performed by a person or under the supervision of a person authorized to practice Land Surveying(refer to Sub-section 6-1.10 "SURVEYING SERVICE"of these Special Provisions). G U- w All new and replaced survey ties shall be by transit method m r The following regarding public works construction in the Public Right of Way is extracted from letter from the above agencies, dated April 13, 2007: v 0 NEW & RECONSTRUCTION PROJECTS N A. PRIOR TO CONSTRUCTION z (1.) The survey crew shall diligently search for all survey monuments of record and on the o surface of the road. It is suggested(that)the search(sh)ould include the use of a metal a C detector. When the detector indicates the possibility of a buried survey monument,then digging below the surface to uncover the monument within 2"of the road surface is Z recommended. 0 (2.) The survey crew shall properly reference all found survey monuments,which may be a disturbed or covered during construction,to stable surface points. a (3) The authorized surveyor shall properly complete a Comer Record or Record of Survey a for the monuments noted in(I)tem(2),above. Prior to the start of any construction N work,the original or a print of the Corner Record or Record of Survey shall be submitted co to the County Surveyor for review,signature and filing. co B. AFTER CONSTRUCTION AND PRIOR TO RECORDING o NOTICE OF COMPLETION C4 N 1. All covered and disturbed monuments shall be reset with the same or more durable type N of monument as the original,in the surface of the construction. Key monuments shall be w a minimum 1"inside diameter iron pipe of appropriate length. c d 2. A monument box or other protective structure is recommended to be placed around key E L monuments(section comers,quarter section comers). U 3. The authorized surveyor shall properly complete a Corner Record of Record of Survey a for all set monuments with a change in character,including tag number,and submit it to the County Surveyor for review,signature and filing. NOTE: Parentheses above indicate changes to original text. Packet Pg. 677 B.M.f N CONTRACT M AGREEMENT 7 0 LL w O s m z m K v 0 N_ N V Z O F F U) Z 0 Q F Q IL v N O go W M O cD N W e N r a c m E r U R Q Packet Pg.678 © AGREEMENT CITY OF SAN BERNARDINO THIS AGREEMENT is made and concluded this day of ,20.between the City of San Bernardino(owner and hereinafter"CITY"),and d (hereinafter "CONTRACTOR"). r 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 L° and expense in the Special Provisions to be fumished by the CITY,to fumish all materials,tools and equipment and c perform all the work necessary to complete in good workmanlike and substantial manner the r m PAVEMENT REHABILITATION ON FOUR CITY STREETS a 0 N RANCHO AVENUE, FROM RIALTO AVENUE TO FOOTHILL BOULEVARD N PLAN NO. 12482 ( SS 04-048 ); WINDSOR DRIVE,FROM BASELINE STREET TO GILBERT STREET o PLAN NO. 12803 (SS 11-012 & SS 11-015 ); ,-- 211T STREET,FROM VALENCIA AVENUE TO PERRIS HILL PARK ROAD PLAN NO. 12818 (SS 12-006 ); and en PERRIS HILL PARK ROAD,FROM 211T STREET TO PACIFIC STREET c PLAN NO. 12824 (SS 12-009) a in strict conformity with Plans and Special Provisions Nos. 12482, 12803. 12818 &12824 and also in accordance a with Standard Specifications for Public Works/Construction, 2009 Edition, on file in the Office of the City a. Engineer,Public Works Department, City of San Bernardino,which said Plans and Special Provisions and Standard v Specifications are hereby especially referred to and by such reference made a part hereof. *No ca 00 2. The CONTRACTOR agrees to receive and accept the prices as set forth in the Bid Schedule as full o compensation for furnishing all materials and doing all the work contemplated and embraced in this agreement; also e for all loss or damage arising out of the nature of the work aforesaid or from any unforeseen difficulties or a0 obstructions which may arise or be encountered in the prosecution of the work and for all risks of every description v connected with the work; also for all expenses incurred by or in consequence of the suspension or discontinuance of work, and for well and faithfully completing the work and the whole thereof, in the manner and according to the y Plans and Special Provisions,and requirements of the Engineer under them. m E 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 against or segregation of, any person or group of persons on the basis of race, color, national origin, religion, sex, a marital 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 termination of this contract or such other remedy,as recipient deems appropriate. AGREEMENT: PAVEMENT REHABILITATION ON FOUR CITY STREETS: RANCHO AVENUE, FROM RIALTO AVENUE TO FOOTHILL BOULEVARD,PLAN NO. 12482 (SS 04-048); WINDSOR DRIVE,FROM BASELINE STREET TO GILBERT STREET, PLAN NO. 12803(SS 11-012 & SS 11-015); 211T STREET,FROM VALENCIA AVENUE TO PERRIS HILL PARK ROAD, PLAN NO. 12818(SS 12-006); and PERRIS HILL PARK ROAD,FROM 21sT STREET TO PACIFIC STREET,PLAN NO. 12824(SS 12-009) N M 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 herein contained and referred to, for the prices aforesaid, and hereby contracts to pay the same at the time, in the 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 fall performance of the covenants herein contained. W w 0 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 d nothing herein shall be considered as an acceptance of said terms of said bid conflicting herewith. a IN WITNESS WHEREOF,the parties of these present have hereunto set their hands the year and date first above written. N v z CONTRACTOR CITY OF SAN BERNARDINO 0 a Name of Firm: fe z BY: Andrea Travis-Miller,Interim City Manager a City of San Bernardino _ BY: a CL v TITLE: ATTEST: in oa MAILING ADDRESS: M 0 0 Georgeann Hanna City Clerk a c d PHONE NO.:( APPROVED AS TO FORM: ATTEST: a JAMES F.PENMAN, City Attorney `err Secretary NOTE: Secretary of the Owner should attest. If Contractor is a corporation,Secretary should attest. Packet Pg. 680 SPECIAL PROVISIONS INSTRUCTIONS TO BIDDERS d SECTION 1 y 1-1 SPECIFICATIONS AND PLANS O LL w O M m s 1-1.01 GENERAL -- The work embodied herein shall be done in accordance with the Standard Specifications for Public Works Construction, latest edition in effect on the first day o of the advertised "Notice Inviting Sealed Bids" for this Project, and City of San Bernardino N Standard Drawings, insofar as the same apply and in accordance with the following Special Provisions. to 2 O y 1-1.02 DEFINITIONS -- Whenever in the Standard Specifications the following terms are used, they shall be understood to mean and refer to the following: a J Q Agency The City of San Bernardino, or CITY. w a. rn Board - The Mayor and Common Council for the City of San Bernardino. a d City Engineer - The City Engineer for the City of San Bernardino. a Laboratory - The laboratory to be designated by ° v the City of San Bernardino to test materials co and work involved in the Contract. ca Office of the District - Whenever, in the Standard Specifications and these Special co Provisions, reference is made to the office of the District or the District's office, such references shall be deemed made to r the Office of the City Engineer, Public Works Department, y located on the 3rd floor of City Hall for the City of San Bernardino, 300 N. "D" Street, San Bernardino. E L V A Q SP-1 Packet Pg. 681 © The mailing address for the City of San Bernardino's Public Works Department is: City of San Bernardino N Public Works Department 300 North"D" Street, 3`d Floor San Bernardino, CA 92418-0001 U 0 Resident Engineer The Resident Engineer is the City of San Bernardino's U° Engineer City Engineer, registered as a Civil Engineer in the State of a California, or the designated representative of the City of San Bernardino's City Engineer, registered as a Civil Engineer in the State of California. 0 N Notice Advertising for Bids - Notice Inviting Sealed Bids. vi Standard Specifications - Standard Specifications for Public Works Construction o "Green Book". N 0 Other terms appearing in the Standard Specifications, and these Special Provisions, shall a. have the intent and meaning specified in Section 1-2, "Definitions", in the Standard a_ v Specifications. a q! H 1-1.03 STANDARD SPECIFICATIONS - The Standard Specifications for the a Agency (CITY) are contained in the most current edition of the STANDARD d SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, "GREEN BOOK", as O written and promulgated by the Public Works Standards, Incorporated, a mutual benefit a corporation comprised of five members representing the American Public Works Association, and four members from the Associated General Contractors of California, the Engineering co Contractors Association, the Southern California Contractors Association, and BNi Publications, co Incorporated. to M 0 N Go 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 fA r c Only those Sections requiring amendment or elaboration or specifying options are called E out. r A x a 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. SP-2 Packet Pg. 68- References in these Special Provisions to "CALTRANS Standard Specifications" shall mean the latest edition of the Standard Specifications of the State of California, Department of Transportation. w References in these Special Provisions to Standard Plans shall mean the Standard Plans for the City of San Bernardino or other governing agency as specified. Applicable Standard Plans for y this Project are contained in the"Standard Drawings" section of these Special Provisions. U Where the Plans or Special Provisions describe portions of the work in general terms, but W not in complete detail, it is understood that the item is to be fumished and installed complete and a in place, that only the best general practice is to prevail and that only materials and workmanship d of the first quality are to be used. Unless otherwise specified, the Contractor shall furnish all labor, materials, tools, equipment, and incidentals and do all the work involved in executing the o Contract. The Contractor shall meet or exceed the applicable Public Works Policies and Procedures unless directed otherwise by these Special Provisions or as directed by the Engineer. y The Plans and Special Provisions for this Project shall conform to the requirements of the o City of San Bernardino Municipal Code and Public Works Construction Policies, the latest N editions of the Standard Specifications for Public Works Construction (Green Book), the 0 American Concrete Institute (ACI), the current California Building Code, the current California J t^ Plumbing Code, CALTRANS Standard Plans, CALTRANS Standard Specifications, where noted,the Orange County Public Works Standard Plans, and these Special Provisions. a UJ Wherever reference it made to any of the standards mentioned above, the reference shall be construed to mean the code, order or standard that is in effect on the first day of the advertised a "Notice Inviting Sealed Bids". M c 3 a 1-1.04 TAXES -- No mention shall be made in the proposal of Sales Tax, Use a Tax, or any tax, as all amounts bid will be deemed and held to include any such taxes, which may be applicable. ad 0 0 1-1.05 INTERPRETATION OF PLANS AND DOCUMENTS -- If any person ci 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 N or correction thereof. The person submitting the request will be responsible for its prompt delivery by 5:00 p.m. of the 5`h working day prior to the day of the proposed Bid opening. 4 t Any interpretation or correction of the proposed documents shall be made only by Addendum duly issued and copy of such Addendum will be faxed, emailed, mailed or delivered to each person of record as receiving a set of such documents. The CITY will not be responsible for any other form of explanation or interpretation of the proposed documents. SP-3 1-1.06 ADDENDA OR BULLETINS -- All Bidders are advised as to the 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 considered in the Bid and said addenda shall be made a part of the Contract Documents and shall 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. U 7 O LL 1-1.07 PLANS AND SPECIFICATIONS TO BE PROVIDED -- The CITY will a provide the Contractor with five (5) sets of Plans and Special Provisions at no cost after the m Award of Contract. The Contractor shall obtain all additional sets at its own cost. a O N_ N P H 6 2 O y O IL a U w a Nl F K Q a v d C c 0 a e 0 N O ad Go I O M O 0 N N r a c d E L O R a SP-4 ..cket Pi 684 B.M.g SECTION 2 0 2-1 BID REQUIREMENTS AND CONDITIONS H M d d 2-1.01 GENERAL -- Bids must submitted on the bid form contained herein. All y 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 bond shall be given as a guarantee that the bidder will enter into the Contract if awarded to him. LL 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 the date of the CITY's Notice of Award letter, the Bidder shall be considered as not fully executing the Contract. By not executing the Contract, the use by the public of the improvements o will be delayed and the public will suffer great damage. From the nature of the case, it would be N 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 y damages and not as forfeiture. Bid bonds shall be underwritten by a surety company having a o 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 0 to issue bonds in the State of California. The Form of Bid Bond is contained in the Bid J Documents in Part I of the Special Provisions. Notarization of the signatures of the Principal and the 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 I 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) was adopted by Resolution No. 95-409 of the Mayor and Common Council of the City of San 2 Bernardino, on 11-20-95. This outreach program superseded Resolution No. 93-411 and the Standard Operation Procedures dated January 1994. W ad 0* Bidder's outreach efforts (good faith efforts) must reach out to MBEs, WBEs and all other Cq 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. ci co a N r Bidders shall make every reasonable effort to solicit bids from MBE/WBEs. N A justification shall be provided to support the rejection of any bid from a minority or ' women's business enterprise, certified by CALTRANS. A x © a SP-5 2-1.03 MINORITY, WOMEN AND OTHER BUSINESS 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 N CITY in implementing this policy by taking all reasonable steps to ensure that all available business enterprises, including local MBEs and WBEs, have an equal opportunity to compete for y and participate in CITY contracts. Bidders' good faith efforts to reach-out to MBEs, WBEs and all other business enterprises shall be determined by the following factors: 9 0 LL (1) The bidder attended pre-solicitation or pre-bid meetings, if any, scheduled by the s CITY to inform all bidders of the requirements for the Project for which the Contract will be awarded. The CITY may waive this requirement if the bidder certifies it is informed as to those Project requirements. o N (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 N opportunity for participation by MBEs, WBEs and other business enterprises. The o bidder shall, when economically feasible, divide total Contract requirements into N small portions or quantities to permit maximum participation of MBEs, WBEs and 0 other business enterprises. a (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 newspapers, trade association publications, minority or trade oriented publications, trade journals, or other media specified by the CITY. a d (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 participating in such contracts. All notices of interest shall be provided not less 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. N W Certified minority (MBE/WBE) subcontractors and material suppliers for the San N Bernardino area located in CALTRANS District 8 are listed on the California y Unified Certification Program (CUCP) DBE Directory and can be obtained by accessing the directory on the California Department of Transportation DBE website at http://xnvw.dotca.gov/hq/bep/find certified.htm a SP-6 Packet Pg. 686 © (5) The bidder documented efforts to follow up initial solicitations of interest by contracting the business enterprises to determine with certainty whether the enterprises were interested in performing specific portions of the Project. N (6) The bidder provided interested enterprises with information about the Plans, Special Provisions and requirements for the selected sub-contracting work. U) a (7) The bidder requested assistance from organizations that provide assistance in the recruitment and placement of MBEs, WBEs and other business enterprises not less than fifteen days* prior to the submission of bids. @ L (8) The bidder negotiated in good faith with interested MBEs, WBEs and other business enterprises and did not unjustifiably reject as unsatisfactory bids prepared o by any enterprises, as determined by the CITY. As documentation the bidder must 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. N Z 0 (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 0 by the CITY or Contractor. a a U 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 determination of the adequacy of a bidders' good faith effort must be based on due consideration of the indicia of good faith as set forth above. a v In the event that the CITY is considering awarding away from the lowest bidder or not awarding a Contract to a proposed bidder because the bidder is determined to be non-responsive 2 for failure to comply with the good faith indicia set forth above, the CITY shall, if requested, and prior to the award of the Contract, afford the bidder the opportunity to present evidence to the 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. N CO For the purposes of this Policy, "minority" shall be synonymous with "minority person" as N defined in California Public Contract Code Section 2000(£). Nothing herein restricts the N 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. E L U The directions set forth herein shall take effect immediately, and all CITY Departments a shall modify their implementation programs to the extent such programs are inconsistent with this policy. SP-7 Packet Pg. 687 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 this document is not submitted with the Bid Documents, it must be submitted to the Public Works Department, upon request, by 4:30 p.m. on the fourth working day following the day of the bid H opening. *In the of case short bid opening periods, proof of faxes requesting MBE, WBE d participation and faxed requests for assistance in recruitment of MBEs and WBEs shall suffice. n U 2-1.05 REQUIRED LISTING OF PROPOSED SUBCONTRACTORS -- Each U° bid shall have listed therein the name and address of each subcontractor to whom the bidder a proposes to subcontract portions of the work in the amount of 1/2 of one percent of his total bid or d $10,000.00, whichever is greater, in accordance with the Subletting and Subcontracting Fair Practices Act, commencing with Section 4100 of the Public Contract Code. The bidder's attention is invited to other provisions of said Act related to the imposition of penalties for a failure to observe its provisions by using unauthorized subcontractors or by making unauthorized substitutions. °' N 2 O A sheet for listing the subcontractors, as required herein, is included in the Bid On Documents, in Part I of these Special Provisions. 0 a a 2-1.06 REQUIRED EXAMINATION OF ALL CONTRACT DOCUMENTS a v, A. Before submitting a Bid, each Bidder shall thoroughly examine and be familiar with the Special Provisions, Plans, addenda, and all other Contract a Documents. The submission of a Bid shall constitute an acknowledgement d upon which the CITY may rely that the Bidder has thoroughly examined M and is familiar with all the Contract Documents. a a v B. The failure or neglect of a Bidder to receive or examine any of the Contract N Documents shall in no way relieve that Bidder from any obligation with 00 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 Documents. ci V N r C. The Bidder shall not be allowed any extra compensation by reason of any N matter or thing, concerning that which such Bidder might have fully informed himself prior to the bidding. E t D. No Bidder shall at any time after submission of a bid make any claim or 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. SP-8 Packet Pg. 688 2-1.07 REQUIRED INSPECTION OF THE SITE 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 N prefer, of the location of the proposed work, and of the actual conditions, including subsurface of, and at, the site of the proposed work. V)` T U B. If, during the course of examination, a Bidder finds facts or conditions that g appear to be in conflict with the letter or spirit of the bidding documents, U° the Bidder shall notify the Engineer immediately. s m C. Submission of a Bid by the Bidder shall constitute conclusive evidence that, if awarded the Contract, it has relied and is relying on its own a examination of the following: N N r 1. The site of the proposed work. z Z 0 2. Access to the site. 0 3. All other data and matter requisite to the fulfillment of the work. a a 4. The Bidder's own knowledge of existing facilities on and in the a W vicinity of the site of the proposed work under the Contract. 5. The conditions to be encountered. a a v m 6. The character, quality, scope and complexity of the proposed work. 7. The quality and quantity of the materials to be furnished. N m 8. The requirements of the Special Provisions, Plans, any Addenda, or any other Contract Documents. M 0 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 N extent such independent investigation of site conditions is deemed necessary or desirable by the Bidder. E U A C a SP-9 Packet Pg. 689 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 N either. An affiliate is a firm which is subject to the control of the same persons, through joint d ownership or otherwise. y 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 prior to the bid opening hour stipulated in the "Notice Inviting Sealed Bids" or an amended date d and hour stipulated in a signed addenda to the Special Provisions. The withdrawal of a bid will not prejudice the right of the Bidder to submit a new bid, providing there is time to do so. Bids o may not be withdrawn after said bid opening hour without forfeiture of the bidder's bid guarantee. N 1 h UI 2-1.10 IRREGULAR BIDS -- Unauthorized conditions, limitations, or provisions o attached to a bid will render it irregular and may cause its rejection. The completed bid forms y shall be without interlineations, alterations, or erasures. No oral, telegraphic, or telephonic bid, 0 modification, or withdrawal will be considered. IL W C U EL N H a EL V co m a c _ a v a" N co M O O N co N r IL U) c m E r v m Q SP-10 SECTION 3 (� 3-1 AWARD AND EXECUTION OF CONTRACT �✓ N r d d 3-1.01 GENERAL -- The award of the Contract, if it be awarded, will be to the U) lowest responsible bidder whose bid complies with all the requirements prescribed. The award of w U the Contract will be made by the Mayor and the Common Council at a Council meeting. The bidder, to whom the Contract is awarded, shall file with the Engineer all required bonds LL w 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 d within the prescribed time shall constitute good and sufficient grounds for rescission of the award and payment of 10% of the bid to the CITY as liquidated damages. o N_ N r 3-1.02 AWARD OF CONTRACT -- Following a review of the bids, the CITY y shall determine whether to award the Contract or to reject all bids. The award of Contract, if o made, will be to the lowest responsible Bidder as determined solely by the CITY. Additionally, On 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 J Notice Inviting Sealed Bids as may be required to provide for the best interests of the CITY. The Contractor'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 Bidders, the Plans, the Standard Specifications, the Notice Inviting Sealed Bids and Addenda, together with any attachments. The Bidder to whom the Contract is awarded shall be notified a 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 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 award be made until all necessary investigations are made as to the responsibility and qualifications of the Bidder to whom the award is contemplated. co M 0 3-1.03 CONTRACT BONDS -- The Payment and Faithful Performance Bonds ci s co hall 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 a- Contract bonds, including Payment Bond(Material and Labor Bond) and Performance Bond shall be underwritten by a surety company having a rating in Best's most recent Insurance Guide of r "A" or better. Bonds must be issued by a surety who is listed in the latest version of U.S. O Department of Treasury Circular 570 and is authorized to issue bonds in the State of California. The Contractor shall provide to the CITY three (3) original "wet" copies of Payment and Performance Bonds equal to 100% of the award amount of the Contract. SP-11 3-1.04 DISQUALIFICATION OF BIDDERS -- In the event that any Bidder acting as a prime contractor has an interest in more than one submitted bid, all such submitted 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 y so, may also submit a formal bid as a prime contractor. U) No Contract will be executed unless the Bidder is licensed in accordance with the U provisions of the State Business and Professions Code. 0 LL w The Contractor shall fill out all documents contained in the Bid Document section, and 0 comply with all the requirements of the Bid Documents and specifications contained in the Special Provisions. a Failure of the bidder to fulfill the requirements of the Special Provisions for submittals N 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 o bidder's responsibility should the bidder choose to participate in future public works bid offerings. N 0 a J U W a y F a CL v d a c 3 a a NN W W O M O W N CO V N a c m E s U a SP-12 PacketPg. 692 SECTION 4 4-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK, TIME OF COMPLETION AND LIQUIDATED DAMAGES d a N 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", Section 6-8, "Completion, Acceptance and Warranty" and of Section 6-9, "Liquidated Damages" U. w of the Standard Specifications and these Special Provisions. °o t d 4-1.02 PRE-CONSTRUCTION MEETING -- The Pre-Construction Meeting shall o be within 10 working days of the notification of the award of the Contract by the Mayor and 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 y Contractor from attending a Pre-Construction Meeting during this period, or from commencing o work as scheduled. w 0 z In respect to work performed under the Contract, Subsection 6-1, "Construction Schedule" J of the Standard Specifications, shall be deemed revised to include as follows: a U W a The Contractor's representative and the Contractor's principal [$10,000 of work and above of the Contract work] subcontractors shall attend the City's pre-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 meetings. a e a In respect to work performed under the Contract, the first sentence of the first paragraph of 0 Subsection 6-1, "Construction Schedule and Commencement of the Work," of the Standard Specifications, shall be deemed revised to read as follows: M 0 The Contractor shall submit a proposed construction schedule (Gantt Chart) for co IT 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 y 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 t Construction Schedule upon the date to start work in the Notice to Proceed, the C Contractor will not be allowed to start work and will not be granted additional a time. The Contractor shall refer to Section 8-1.01, "Description of Work," of these Special Provisions for any required or preferred sequence of work. SP-13 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 the Contractor from providing all required documentation and commencing work as scheduled within 10 working days of the Pre-Construction meeting. a d Required documentation shall include the Contractor's applicable NPDES plan (for y required submittal time refer to Section 6-1.03 of these Special Provisions), the proposed u Construction Schedule, Traffic Control Plan and Traffic Detour Plan (as required). The g Construction Schedule shall be supported by written statements from each supplier of materials or W equipment indicating that all orders have been placed and acknowledged and setting forth the a dates that each item will be delivered. The schedule shall be in the form of a tabulation, chart or 2 graph. a 0 N 4-1.04 WORKING DAYS -- The Contractor shall diligently prosecute the work for Bid Schedule Nos. 1, 2, 3 & 4 to completion before the expiration of y z 0 Fifty 50 WORKING DAYS y 0 from the date of the "NOTICE TO PROCEED". a J W W a 4-1.05 PERMITS AND LICENSES -- Prior to issuance of a "Notice to Proceed", Contractor and its subcontractors shall obtain a CITY Business Registration from the City Clerk's Office, San Bernardino City Hall, 300 North"D" Street, 2"d Floor, San Bernardino, CA 92418. a m 4-1.06 LIQUIDATED DAMAGES -- The Contractor shall pay to the City of San a Bernardino the sum of Seven Hundred and 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. CO Z m 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, 2 as may seem best to serve the interest of the CITY. The Contractor will not be assessed with Ci 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, w 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 E such delay, notify the CITY, in writing, of the cause of the delay. The CITY will ascertain the facts and the extent of the delay, and the findings thereon shall be final and conclusive. a C SP-14 Packet Pg. 694 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 Ic 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 H will make a daily determination of each working day to be charged against the Contract time. Per the Contractor's written request, the Engineer will provide working and non-working days to the Zn Contractor. U 0 O LL 4-1.08 INSPECTION -- The Contractor is responsible to notify the Public Works ° a Department's Inspection Office 48 hours prior to the start of any work. Any work performed d without inspection by the CITY is subject to rejection and removal of work performed and, at the Contractor's expense, the work will have to be reconstructed. At the CITY's request, o and the Contractor's expense, any pipes less than 24" must be inspected by camera for joint N grouting and any other inspection. Lh N For inspection after regular working hours, see Section 6-1.06, "HOLIDAYS, WORKING o DAYS AND HOURS", of these Special Provisions. y 0 o: a g U W a a a a 9 m 9 C 7 a a v N ao ad co r W M O N W a N r IL N C d E r v m a SP-15 PacketPg. 695 SECTION 5 5-1 LEGAL REQUIREMENTS N r m m 5-1.01 INSURANCE REQUIREMENTS -- The Contractor shall procure and y 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 hereunder by the Contractor, his agents, representatives, employees or subcontractors. w 0 a The Contractor shall indemnify and save harmless the City of San Bernardino, the County d of San Bernardino, the State of California, and/or any incorporated city from all claims or suits for damages arising from the prosecution of the Contract work, as more fully described in o Subsection 5-1.07, "CONTRACTOR'S LIABILITY", of these Special Provisions. N r The Contractor agrees to protect, defend and indemnify the City of San Bernardino against y loss, damage or expense by reason of any suit claims, demands,judgments and causes of action o caused by the Contractor, its employees, agents or any subcontractor, or by any third party arising y 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 J coverage. a W a 5-1.02 LIABILITY INSURANCE -- The Contractor's attention is directed to Section 7-3, "Liability Insurance", of the Standard Specifications, providing that the Contractor a 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 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 signed by the broker, unless they have Power of Attorney to bind the insurance provider. (See attached sample forms.) co co Contractor shall maintain minimum limits of insurance no less than: N co 1. General Liability: $1,000,000.00 per occurrence and $2,000,000.00 aggregate for bodily injury, personal injury and y property damage. Commercial General Liability Insurance or other form with a general aggregate r limit shall apply separately to this Project/location; x G a SP-16 PacketPg. 696 2. Products/Completed Operations: $1,000,000.00 per occurrence and $2,000,000.00 aggregate; 3. Automobile Liability: $1,000,000.00 per accident for bodily injury and property damage; d y 4. Emplover's Liability: $1,000,000.00 per accident for bodily injury w U or illness; 0 LL w 5. Course of Construction: Completed value of the Project. a A s d 5-1.03 WORKERS' COMPENSATION INSURANCE -- The Contractor's attention is directed to Section 7-4, "Workers' Compensation Insurance", of the Standard N Specifications, providing that the Contractor shall file a signed Certificate of Workers' Compensation Insurance before execution of the Contract. y z O V) 5-1.04 PAYMENT OF PREVAILING WAGE RATE -- The Contractor and all subcontractors shall pay each craft or worker employed on this Project not less than the prevailing j wage rates specified in Resolution No. 90-358 of the Mayor and Common Council of the City of San 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- 358. Prevailing wages shall comply with current rates and all updates in effect on the date of the first advertisement by the City Clerk of the "Notice Inviting Sealed Bids". a a m The Contractor shall comply with the provisions in Sections 10262 and 10262.5 of the 5. Public Contract Code and Section 7108.5 of the Business and Professions Code concerning a prompt payment to subcontractors. 7 N W 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 CO compliance with these provisions by his subcontractors. Cq CO e N r (a) The Contractor and all subcontractors shall keep an accurate payroll record, N showing the name address, social security number, work classification, straight time, and overtime hours worked each day and week, and the actual per diem E wages paid to each journeyman, apprentice, worker, or other employee employed by him or her in connection with public work. a SP-17 (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: (1) A certified copy of an employee's payroll record shall be made available for N inspection or furnished to such employee or his or her authorized representative on request. a (c) Each Contractor shall file a certified copy of the records enumerated in subdivision (a) with the Engineer on a weekly basis. It will be the Contractor's responsibility L° w to submit the records enumerated in subdivision (a) for all his subcontractors, in a 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 withholding the partial payments for work accomplished. o N N r 5-1.06 EMPLOYMENT OF APPRENTICES -- This Project is subject to the State y of California Division of Apprenticeship Standards (DAS) requirements for the employment of o apprentices. 0 The Contractor's attention is directed to the provisions in the following section of the a J O California Labor Code concerning employment of apprentices on public works projects: a U W a 1773.3 An awarding agency whose public works contract falls within the jurisdiction U of Section 1777.5 shall, within five days of the award, send a copy of the award to the Division of Apprenticeship Standards. When specifically requested by a local joint a apprenticeship committee, the division shall notify the local joint apprenticeship committee regarding all such awards applicable to the joint apprenticeship committee making the request. a a v Additional information regarding the Contractor's options for the employment of apprentices registered with the California Department of Industrial Relations, DAS can be Go obtained at http://www.dir.ca.govIDASIPublicWorksForms.htm. °° COM 0 N 00 5-1.07 CONTRACTOR'S LIABILITY -- The City of San Bernardino, the Mayor and Common Council, the City Manager, the Director of Public Works or the City Engineer shall y not be answerable or accountable in any manner for any loss or damage that may happen to the work or any part thereof; or for any of the materials or other things used or employed in E performing the work; or for injury to any person or persons, either workers or the public; or for damage to any person or persons, either workers or the public; or for damage to adjoining ¢ property from any cause which 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 over such work, must properly guard. SP-18 Packet Pg. 698 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 encroachment onto private property. m m The Contractor shall be responsible for any injury to any person or damage to property y resulting from any defects or obstruction occurring any time before Project completion and final r acceptance, and shall indemnify and save harmless the City of San Bernardino, the Mayor and Common Council, the City Manager or the City Engineer from all suits or actions of every name LL and description brought for, or on account of, any injuries or damages received or sustained by a 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 construction, by or on account of any act or omission of the Contractor or his agents, and so much o of the money due the Contractor under and by virtue of the Contract as shall be considered necessary by the CITY may be retained by the CITY until disposition has been made of such suits or claims for damages aforesaid. y Z 0 If, in the opinion of the Engineer, the precautions taken by the Contractor are not safe or w adequate at any time during the life of the Contract,the Engineer may order the Contractor to take 0 further precautions, and if the Contractor shall fail to do so, the Engineer may order the work a J done by others and charge the Contractor for the cost thereof, such cost to be deducted from any 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 y safety. a a v d 5-1.08 DIFFERING SITE CONDITIONS -- During the progress of the work, if 0 subsurface or latent physical conditions are encountered at the site differing materially from those a indicated in the Contract or if unknown physical conditions of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent in the work 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. N CO 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 y time required for the performance of any work under the Contract, an adjustment, excluding loss of anticipated profits, will be made and the Contract modified in writing accordingly. The 4 Engineer will notify the Contractor of his determination whether or not an adjustment of the © Contract is warranted. SP-19 Packet Pg. 699 © No Contract adjustment which results in a benefit to the Contractor will be allowed unless the Contractor has provided the required written notice. No Contract adjustment will be allowed under the provisions specified in this section for any effects caused on unchanged work. m Y N 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 Specifications. LL w 0 a m r 5-1.09 ATTORNEY'S FEES AND ARBITRATION -- The prevailing parry in any legal action to enforce or interpret any provisions of this Agreement will be entitled to 0 recover from the losing parry all attorney fees, court costs and necessary disbursements in 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 y this Agreement. Caltrans Standard Specifications Section 9-1.10 regarding Binding Arbitration is o hereby specifically excluded from this Contract. y 0 a J 5-1.10 CITY BUSINESS REGISTRATION CERTIFICATE -- The Contractor a and its subcontractors warrant they possess, or shall obtain, and maintain during the term of this a W Agreement, business registration certificate(s) pursuant to Title 5 of the City of San Bernardino T Municipal Code, and any and all other licenses, permits, qualifications, insurance and approvals of whatever nature that are legally required of contractor/consultant/vendor to practice its a profession, skill or business. Contractor shall obtain a City of San Bernardino Business - Registration at his/her own expense. g r a e v N m da O Go O ci O CD N O O N r IL N C d E r v x SP-20 pMcket Pg. 700 ACORD FORM INSURANCE SAMPLE: ACCORD CERTIFICATE OF INSURANCE DATE(MM/YYIDD) 00/00/00 PRODUCER PRODUCER THIS CERTIFICATE ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER COMMERCIAL ASSOCIATES INS.,INC. THIS CERTIFICATE DOES NOT AMEND,EXTEND, ORALM 1226 EAST LA PALMA AVENUE THE COVERAGE AFFORDED BY THE POLICIES BELOW. w ANAHEIM, CA 92807 COMPANIES AFFORDING COVERAGE (714)524-4949 FAX: (7145)524-4940 COMPANY ` A CNA-TRANSCONTINENTAL a INSURED COMPANY j B CNA-VALLEY FORGE YOUR COMPANY NAME COMPANY 0 LL AND ADDRESS C CHUBB GROUP-FEDERAL INSURANCE r 0 COMPANY a D t COVERAGES THIS IS TO CERTIFY THAT ME POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO ME INSURED NAMED ABOVE FOR ME POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, „ TERM,OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH IRIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY ME POLICIES DESCRIBED MMEMISSUBIECTTOALLMETERM MCLUSIONSANDCONDITIONSOFSUCHPOLICIES.LIMITSSHOWNMAYHAVEBEENREDUCEDBYPMDCMIMS. a CO POLICY POLICY EFFECTIVE POLICY EKPIR N L.I.R TYPE OF INSURANCE NUMBER DAM(MmmmD) DATE(MMIYYIDD) LIMITS GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 % COMMERCIAL GEN LIABILITY FIREDAMAGE(ANYONEFIRE) E 500000 N A CLAIMS MADE OCCUR Z ME)M ANY ONE PERSON $ SOW 0 X OWNER'S B CONTRACTOR'S PROT 102267576 OLOIN8 OL0199 to PERSONAL&ADVMJURY 5L—,— ; GENERALAGREGATE S2.m,000 0 PRODUCTS.COMPMP AM S2,Wg000 0. J AUTOMOBILELIABILITY Q COMBINED SINGLE LIMIT SI,000,000 X AUTO BODILY INJURY W (Per Penn) S d !A B ALLOWNEDAUTOS BODILYINJURY (Per Idem 5 — BAP$197175 02NI98 080099 (- SCHEDULEDAUMS :ETY DAMAGE dem) $ Q 0 HIREDAUTOS 0 NON-0WNEDAUTOS 9 C - Alli 7 Q GARAGE LIABILITY E 91111 TV ONLY-EACH ACCIDENT � „mrnM1.N.1ww y: 5 N ANY AUTO EACH ACCIDENT adcr Dronawo wdY: 00 AGGREGATE 5 Da WORRERSCOMPENSATIONAND E I WORKERS COMP w EMPLOYER'S LIABILITY STATUTORY LIMITS C $1100111m E.L.EACH ACCIDENT B 07/0199 m THE PROPRIRETDRI ME E.L.DISEASE-EAEMK(YYEE SI'mlm DOp PARTNERSIEXECUTIVE SL000,000 nj OFFICERS ARE: EECL EL.DISEASE-POLICY LIMIT W 7 OTHER N DESCNPTWNOFOPEMTIONSr1ACAT1ON HICLES5PECIALITF.MS JOB LOCATION: ALL CALIFORNIA OPERATIONS OF THE NAMED INSURED tl RE: (JNSERTPROlECT NAME) t0 BELOW NAMES AS ADDITIONAL INSURED WITH RESPECT TO GENERAL LIABILITY AS REQUIRED BY PROJECT CONTRACT c CERTIFICATE HOLDER CANCELLATION S E SHOUID ANV OF TIRABOVEOESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DAIS THEREOF,THE ISSOEMG THE CITY OF SAN BERNARDINO COMPANY WILL MAIL A DAYS WRITTEN NONCE TO ME CERTIFICATE HOLDER NAMES TO THE LEFT. V DEPARTMENT OF PUBLIC WORKS AUTHORIZED REPRESMNLADVE t6 300 N. "D" STREET, 30 FLOOR JOHN E.SMITH (S(oa—) Q SAN BERNARDINO,CA 9241 5-0001 ACCORDTLS 195) OACCORDCORPORATION SP-21 Packet Pg. 701 COMMERCIAL GENERAL LIABILITY NAMED INSURED: Yl POLICY NUMBER: m m THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY ADDITIONAL INSURED ------ OWNERS, LESSEES OR CONTRACTORS (FORM B ) w 0 This endorsement modifies insurance provided under the following: L CD COMMERCIAL GENERAL LIABILITY COVERAGE PART-OCCURRENCE a 0 N SCHEDULE N N Z NAME OF PERSON OR ORGANIZATION: Z 0 0 CITY OF SAN BERNARDINO o DEPARTMENT OF PUBLIC WORKS 300 NORTH"D" STREET,3RD FLOOR SAN BERNARDINO,CA 92418-0001 W MMONLY a a (If no entry appears above, information required to complete this endorsement will be shown in the Declarations d as applicable to this endorsement.) c a WHO IS AN INSURED(Section II) is amended to include as an insured the person or organization shown in the Schedule,but only with respect to liability arising out of"your work" for that insured by or for you. N ca 00 NOTE: MUST BE SIGNED BYAUTHORIZED REPRESENTATIVE FOR PROVIDER ri SUPPLY POWER OF ATTORNEY GIVING AUTHORITY TO BIND N 00 N N r a CG 20 10 1185 w Y Authorized Representative for CNA Insurance Group E Golden Eagle Insurance Company O a SP-22 Packet Pg. 702 SECTION 6 Q6-1 GENERAL H d m 6-1.01 INCREASED OR DECREASED QUANTITIES -- If the total pay quantity y 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 will be determined in accordance with Section 3-2.2.1, "General", of the Standard Specifications W w and these Special Provisions. a r When the compensation payable for the number of units of an item of work performed in excess of 125 percent of the Engineer's Estimate is less than $1,500 at the applicable Contract o unit price, the Engineer reserves the right to make no adjustment in said price if he so elects, 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. y z 0 FA 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 a adjustment in said price if he so elects, except that an adjustment will be made if requested in a writing by the Contractor. Such Contractor's request shall be accompanied by adequate, detailed w data to support costs of the item. y The payment of the total pay quantity of such item of work will in no case exceed the payment which would be made for the performance of 75 percent of the Engineer's Estimate of a the quantity at the original Contract unit price. d 3 a a 6-1.02 SOUND CONTROL REQUIREMENTS -- Sound control shall comply N with Chapter 8.54 of the City of San Bernardino Municipal Code and these Special Provisions. CO I The noise level from the Contractor's operations between the hours of 9:00 p.m. and 6:00 0 a.m. shall not exceed 86 dbA at the distance of 50 feet. This requirement in no way relieves the m Contractor from responsibility for complying with local ordinances regulating noise levels CO N r Said noise level requirements shall apply to all equipment on the job or related to the job, U) 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 warnings except those required by safety laws for the protection of personnel. C a SP-23 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 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 materials or pollutants from entering CITY or County of San Bernardino's storm drain systems. d 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 o Board, Santa Ana Region (SWQCB). Section XV of this permit authorizes De Minimus types of L discharges listed in the Santa Ana Regional Board's General De Minimus Permit for Discharges z to Surface Waters That Pose an Insignificant (De Minimus) Threat to Water Quality, Order No. R8-2009-0003, from CITY owned and/or operated facilities and activities (including construction). This Permit may be accessed at the SWQCB's Website at: Lh http://www.waterboards.ca.jzov/santaanalboard decisions/adopted orders/orders/2009/09 003 deminimus permi ca t wdr.pdf Z O Ul O 6-1.03c MUNICIPAL NPDES PERMIT -- The CITY is subject to Municipal a. J NPDES Permit No. CAS618036, Order No. R8-2010-0036, from the California Regional Water g Quality Control Board, Santa Ana Region, which authorizes the discharge of storm water from its a municipal separate storm sewer system (MS4). The MS4 Permit, requires the CITY to prepare and update a Stormwater Program Local Implementation Plan (LIP) which details how compliance with requirements of the MS4 Permits will be maintained. The Contractor is a responsible for complying with all locally enforced water quality related codes and ordinances. m The Municipal MS4 permit may be accessed by visiting the SWQCB's website at: a htt p://www.swrcb.ca.cov/santaana[board decisions/adopted orders/orders/2010/10 036 SBC MS4 Permit 01 2 9 10.odf `* N aD W r W 6-1.03d WATER QUALITY ORDER NO. 2009-0009-DWQ (CONSTRUCTION m GENERAL PERMIT) -- On September 2, 2009, the State Water Resources Control Board 0° adopted Order No. 2009-0009-DWQ (Waste Discharge Requirements for Discharges of Storm a Water Runoff Associated with Construction Activities and Land Disturbance Activities). Effective July 1, 2010, all dischargers (construction sites where calculated soil disturbance totals w 1 acre or more) are required to obtain coverage and comply with this Construction General Permit d (CGP). e r a A copy of this permit, related documents/ attachments and subsequent amendment may be a found on the intemet at: http://www.waterboards.ca.goviboard decisions/adopted orders/water quality/2009/wqo/wgo2009 0009 dwq.pdf; SP-24 hM2://www.waterboards.ca.goviboard decisions/adonted orders/water quality/2010/wgo2010 0014dwg pdf The Contractor is hereby directed to read and understand all the requirements of this © Permit as they relate to this Project. Prior to commencing work, the Contractor shall submit the required PRDs (Permit Registration Documents) to the Engineer. If any of the required items are missing, the PRD d submittal is considered incomplete and will be rejected. Upon receipt and acceptance of a complete PRD submittal, the Engineer will electronically submit these documents through the Stormwater Multi-Application, Reporting and Tracking System (SMARTS) to the State Water u Resources Control Board(SWRCB)to obtain coverage under the CGP. LL w 0 a m 6-1.03e STORM WATER POLLUTION PREVENTION PLAN (SWPPP) -- The Contractor will be required to develop and submit a Project site-specific SWPPP, prepared by a Qualified SWPPP Developer (QSD) as defined by the CGP. The SWPPP shall cover all four N streets in this Contract. The SWPPP shall be developed, amended, and certified by a Qualified N SWPPP Developer (QSD). A QSD shall have one of the registrations or certifications listed in h Section VII.B.1 of the CGP, and effective September 2, 2011, must have attended a State Water z Board-sponsored or approved Qualified SWPPP Developer training Course. !A The SWPPP must include the information needed to demonstrate compliance with all the a requirements of the CGP, for review, acceptance, and certification by the CITY prior to submittal a of the PRDs (the SWPPP is a required component of the PRD electronic submittal package). w a N NO CONSTRUCTION ACTIVITY CAN BE ALLOWED UNTIL THE CITY HAS = RECEIVED A TRACKING NUMBER FROM THE SWRCB. a a The SWPPP shall be developed and updated using Section 2 and Appendix G of the d California Stormwater Quality Association (CASQA) Stormwater Best Management Practice Handbook Web Portal for Construction. The CASQA Construction BMP Web Portal requires a a subscription to be purchased from CASQA and can be accessed at the following link: Do �n http•//www casga.or LeftNavieation/BMPHandbooksPortal/tabid/200/Default.aVx °D m co In addition,the SWPPP Template, BMP Factsheets, and other stormwater information can be secured from the CASQA's Website at: N r http://www.cascia.org/LeftNavieation/ConstructionBMPHandbookPor talSWPPPTemplate/tabid/200/Default.aspx a to 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 Qualified SWPPP Practitioner (QSP), as defined by the CGP, who will be responsible for a compliance with CGP requirements on the Project at all times. Contractor's QSP must be on site to observe BMP installation and approve of all SWPPP implementation. Contractor's QSP must be on site during all required NPDES inspections SP-25 (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 timely manner. Any cost/delays incurred due to stopped work will be solely borne by the d Contractor. v, The SWPPP shall not be construed to be a waiver of the Contractor's obligation to review and understand the CGP before submitting a bid. By submitting a bid, Contractor acknowledges LL w that he has read and understands the requirements of the CGP. a t Contractor is hereby notified that specific construction practices in Sections 7-8, "WORK SITE MAINTENANCE," and 7-10, "PUBLIC CONVIENENCE AND SAFETY," of the o Standard Specifications, are considered to be Best Management Practices. Applicable 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 o and no additional compensation will be allowed therefor. 0 IL IL J 6-1.03f REPORTING AND COMPLIANCE -- The Contractor shall be responsible g 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 shall be provided as soon as the information is made available. All other reports shall be provided to the Engineer a minimum of two weeks prior to their deadline for submittal to the SWRCB a through SMARTS. m 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 7 review and comments. N -e 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. m N W 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 w requirements of the CGP. d E The Contractor shall implement, maintain, and amend the SWPPP as needed during the course of work to reflect actual construction progress and construction practices. The Contractor 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. SP-26 Rmpg.706 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 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 demand if so requested by Santa Ana Regional Water Quality Control Board Staff during a site m inspection. T Y The Contractor shall comply with all the requirements identified in the CGP. Non- adherence with the requirements identified in the CGP may constitute a violation of the Clean LL Water Act and the Porter-Cologne Water Quality Control Act and may be grounds for enforcement action by the RWQCB. Any fines incurred by the CITY due to the Contractor's lack d of compliance with the requirements of the CGP, shall be back charged by the CITY to the Contractor and deducted from any monies that may become due to the CITY. o N 6-1.038 PAYMENT -- Full compensation for conforming to the requirements of the "STORM WATER POLLUTION PREVENTION PLAN," shall include, but not be Lh 6i limited to,the following: o 1. Submit Permit Registration Documents (PRDs) per Section XV of the Municipal 0 Permit and Appendix B of the CGP to the Engineer. J 2. Develop a SWPPP to conform to the Contractor's actual construction practices; a 3. Administer, implement, maintain, and ensure adequate functioning of the various water a quality control measures identified within the SWPPP during construction including all Numeric Action Level (NAL) and Numeric Effluent Limitation (NEL) sampling, monitoring and reporting requirements statutorily required for the determined Risk a Level of the Project site. These tasks must be performed by Qualified SWPPP m Practitioner (QSP). Effective on September 2, 2011, a QSP shall meet the requirements listed in the General Permit. a 4. Pay all annual permit fees (if applicable); 5. Contractor will be responsible for paying all fines imposed by the State Water Resources 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; co 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 y treatment control BMPs, i.e.: contingency basins, chemical treatments, etc. if applicable. E 8. Provide all labor, tools, equipment, materials and incidentals for any additional BMPs not shown or identified in the SWPPP which may be required to comply with the requirements of the CGP or when requested by the Engineer SP-27 PacketPg. 707 and shall be considered as included in the Contract Lump Sum price paid for "NP REQUIREMENTS," per Bid Schedule, and no additional compensation will be allowed © therefor. 6-1.04 PERMITS AND LICENSES -- The Contractor shall pay for and obtain N City Business Registration prior to the execution of the Contract. Contractor shall obtain a City m of San Bernardino Business Registration at his/her own expense. rn Prior to the commencement of work, the Contractor shall obtain a construction permit at no cost from the City of San Bernardino, Public Works Department, located at San Bernardino LL City Hall, 300 North "D" Street, 3`d Floor, San Bernardino, California. The permit shall be kept a in a readily available place on the job site at all times during construction. While no fee will be d charged for the permit, no permit will be issued unless the Contractor provides a code reference number from Underground Service Alert(USA). o N The Contractor shall obtain all required permits from all other City of San Bernardino Departments/divisions and/or agencies including, but not limited to the Community N Development, Building and Safety Division, the Public Works Department, Street Division, any o involved water agency, county flood control, railroad, Caltrans, Fish & Game, Army Corps of N Engineers, Regional Water Quality Board, etc., at his/her own expense,unless otherwise stated in 0 the Plans and these Special Provisions. These fees and permits shall include water and sewer J hook-up, meter, inspection and flagging fees. g C W a Ul 6-1.05 EXTRA WORK AND MARKUP -- Any Extra Work done shall conform 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 4) rates shall conform to State of California Business and Transportation agency, Department of 5. Transportation, Division of Construction, "LABOR AND EQUIPMENT RENTAL RATES," a latest Edition, unless the Extra Work is done for a negotiated price. N 00 A. Work by Contractor The following percentages shall be added to the Contractor's costs and shall constitute the markup for all overhead and profits: M 0 1) Labor 20 co 2) Material 15 3) Equipment Rental 15 w 4) Other items and Expenditures 15 d E 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 a company. B. Work by Subcontractor When all or any part of the Extra Work is performed by a Subcontractor, the markup established above shall be applied to SP-28 Packet Pg. 708 the Subcontractor's actual cost of such work, also a markup of 10 percent on th first $5,000.00 of the subcontracted portion of the Extra Work and a markup of 5 percent on work added in excess of$5,000.00 of the subcontracted portion of the Extra Work may be added by the Contractor. 6-1.06 HOLIDAYS, WORKING DAYS AND HOURS -- The Contractor's d activities shall be confined to the hours between 8:00 a.m. and 4:00 p.m., Monday through Friday, excluding holidays, as defined in this section. Deviation from these hours will not be permitted 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. U. and 4:30 p.m. to 6:00 p.m.), unless approved by the Engineer. a L : The Contractor shall coordinate inspections with the Public Works Inspector 48 hours prior to any work being done during evenings,Fridays or Saturdays. N N r The Contractor shall coordinate with the Engineer regarding working hours prior to start �+ of construction. Except for Fridays, in the event of either a requested or emergency deviation, z inspection service fees will be charged against the Contractor. The service fees will be calculated 9W at overtime rates, including benefits, overhead and travel time. o 0 a �^ Designated legal Holidays are: January I", the third Monday in January, the third Monday in February, the last Monday in May, July 46s, the first Monday in September, November 12th, W Thanksgiving Day and the Friday following, December 25`s and the working day preceding or y following (as directed by the Mayor and Common Council) and the last working day of the year. 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 % designated a legal holiday. a a 6-1.07 PAYMENTS -- Attention is directed to Sections 9-3, "Payment", and 9- 3.2, "Partial and Final Payment", of the Standard Specifications and these Special Provisions. co I co No partial payment will be made for any materials which are furnished, but not i; incorporated into the work. co 00 a N To Section 9-3.2, "Partial and Final Payment," of the Standard Specifications, add the a following: w w C d 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 a quantity, unless the dimensions of any portion of the item are revised by the Engineer, or 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 quantity of that item of work, the final pay quantity for the item will be revised in the SP-29 amount represented by the changes in the dimensions. If a final pay item is eliminate $ ^^ g estimated quantity for the item will also be eliminated. If a portion of the final pay item is C eliminated, the final pay quantity will be revised in the amount represented by the 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 computations, based on the details and dimensions shown on the Plans, will equal the estimated quantity. No allowance will be made in the event that the quantity based on computations does not equal the estimated quantity. to w 0 The Contractor shall submit "As Built" Project drawings to the Engineer prior to the d release of final payment and/or bonds. a N N 6-1.08 PROJECT APPEARANCE -- The Contractor shall maintain a neat appearance to the work including use of street sweeping. z 0 In any area visible to the public,the following shall apply: 0 When practicable, broken concrete and debris developed during clearing and a grubbing shall be disposed of concurrently with its removal. If stockpiling is a necessary, the material shall be removed or disposed of weekly unless a otherwise specified. X 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 the requirements of AB939. r a a 6-1.09 DISPOSAL OF EXCESS EXCAVATED OR REMOVED MATERIAL -- C Unless otherwise specified, all excess excavation or removed material shall become the property of the Contractor and shall be disposed of by him away from the site of the work. co M 0 N co 6-1.10 SURVEYING SERVICE -- The Contractor shall refer to the PROJECT N LOCATION SURVEY DOCUMENTS section at the back of these Special Provisions for y California Land Surveyors Association (CLSA) and Consulting Engineers and Land Surveyors of California(CELSOC) survey monument preservation guidelines. E t 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 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 SP-30 and gutter at existing limits, and allow the continuous, uninterrupted flow of water o roadway and into a drainage facility, existing gutter, swale or native soil. pA California registered Civil Engineer licensed to perform surveying or a California 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 d and need to be replaced, such replacement shall be by the Contractor at the expense of the n Contractor. In case of missing or incorrect ties, the Contractor's Surveyor shall restore ties as i necessary at the expense of the Contractor. The Contractor shall submit to the CITY a copy of all g survey notes and a Certificate Record of Survey. a° w 0 a All new and replaced survey ties shall be by transit method. t d All existing monumentation shall be tied and recorded prior to construction. Corner o Records shall be filed, pre and post construction, in accordance with Section 8771 of the Business and Professions Code (AB 1414). Final monumentation of alignments and new R/W lines shall be performed in accordance with the State of California Surveys Manual (latest edition). Record y of Surveys or In-Lieu Maps, as applicable, shall be prepared and filed. One reproducible (mylar) o copy of all filed maps and one photocopy of all filed Corner Records or Records of Survey shall y be delivered to the CITY within 30 days of such filings. a Full compensation for "SURVEYING SERVICE," including preparation of survey documents, revisions to the survey documents, and all other related costs, including the a construction, removal, and the furnishing of all necessary labor, equipment, and materials to comply fully with these Special Provisions, the CLSA, and as directed by the Engineer, shall be considered as included in the various Contract bid items of work involved, and no additional a compensation shall be allowed therefor. d a 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 goods, services or materials, the Contractor or Subcontractor offers and agrees to assign to the CITY all rights, title and interest in and to all causes of action it may have under Section 4 of the cli Clayton Act (15 U.S.C. Sec. 15) or under the Cartwright Act (Chapter 2 commencing with Sec. 16700) of Part 2 of Division 7 of the Business and Professions Code, arising from purchase of C4 goods, services or materials pursuant to the contract or subcontract. This assignment shall N become effective when the CITY tenders final payment to the Contractor without further acknowledgement by the parties. E r 6-1.12 PROJECT ERRORS, OMISSIONS, INCONSISTENCIES. AND/OR a DISCREPANCIES -- In the event of errors, omissions, inconsistencies, and/or discrepancies among two or more portions of the Contract Documents, the Engineer may direct the Contractor to follow the most stringent requirements at no additional cost. SP-31 If errors, omission, inconsistencies, and/or discrepancies appear in the CorIM 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 appropriate instructions. If the Contractor proceeds with the work so affected,without instructions from 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. N Y d In case of conflicts, errors, omissions, inconsistencies, and/or discrepancies on the plan w sheets, it is assumed that the bid included the cost for implementing and/or constructing the :' discrepancy that would have the highest dollar value. O LL w O 6-1.13 EMERGENCY INFORMATION -- The names, addresses and telephone d 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 a beginning work. N r N N 6-1.14 MAINTENANCE OF EXISTING IMPROVEMENTS -- The Contractor z shall protect and maintain all existing improvements and facilities in place to remain from the y first day of work under this Contract to acceptance. The Contractor is responsible for replacing o any damaged improvement or facility to original condition or better. a. i U w IL y 6-1.15 CONTRACTOR'S SAFETY RESPONSIBILITY -- The Contractor shall be solely and completely responsible for conditions of the jobsite, including safety of all persons 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 d Labor (OSHA), the California Occupational Safety and Health Act, and all other applicable 'or- Federal, State, County, and CITY laws, ordinances, regulations, codes, the requirements set forth a below, and any regulations that may be detailed in other parts of the Contract Documents. Where N co any of these are in conflict, the more stringent requirement shall be followed. co C4 6-1.16 SAFETY SUPERVISOR AND MEETINGS -- N co O A. The Contractor shall appoint an employee as safety supervisor who is qualified and authorized to supervise and enforce compliance with the Safety Program. The Contractor shall notify the Engineer in writing prior to the commencement of work of the name of the person who will act as the Contractor's Safety r Supervisor. a B. The Contractor will, through and with his Safety Supervisor, ensure that all of 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 SP-32 Packet Pg. 712 Contractor whose responsibility shall be for supervising compliance wit applicable safety requirements on the work site and for developing and implementing safety training classes for all job personnel. C. The Contractor and its affected subcontractors shall attend safety coordination meetings. The minutes of their meetings shall be submitted to the Engineer. N d v 6-1-17 MEETINGS -- U A. The Contractor shall attend weekly progress meetings at the Project site. U° W 0 a B. In general, these meetings will be attended by the Contractor, the Engineer or z designee, and any subcontractors, suppliers, distributors or other concerned individuals with issues or items to discuss. 0 N C. Meeting minutes will be taken by the Engineer or designee. The meeting minutes will be available to the Contractor at the following weekly meeting. N The Contractor shall be responsible to distribute the meeting minutes to all o parties performing work under this Contract. N 0 D. The Engineer shall have the authority to require that a mandatory meeting be a held at any time during normal work hours. a U W CL E. These meetings shall be attended by the Contractor, the Engineer or designee, Cn and any subcontractors specified by the Engineer. a a a 6-1.18 PAYMENT -- Full compensation for conforming to the requirements of this Section shall be considered as included in the prices paid for the various Contract bid items of 2 work involved, and no additional compensation will be allowed therefor. N W O C- O W N 00 V N_ a N c m E s U R a SP-33 Packet Pg. 713 ,.•� SECTION 7 ( ; 7-1 UTILITIES 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 y Provisions. The Contractor shall notify the Engineer immediately of any conflict. The :�4 Contractor shall match existing products. The Contractor is responsible for coordinating work with the utility owners. 0 w 0 Certain companies, governmental agencies, or their contractors may be working within the d construction area. Certain utility facilities at various locations within the Project limits may be removed, relocated, abandoned, or installed by companies' or agencies' contractors. The o Contractor shall coordinate his work with utility owners and their contractors. N r The Contractor shall exercise due caution to prevent any damage to/or movement of these N utility facilities. Listed below are the utilities that may be affected, with the designated contact o person. These names and phone numbers are listed for information purposes only. The y Contractor is responsible for verifying phone numbers and contact persons. 0 a 1. SOUTHERN CALIFORNIA EDISON COMPANY a 287 Tennessee Street y Redlands, CA 92373 a Phone: (909) 307-6788 Attn: SCE Planning Supervisor d 2. SOUTHERN CALIFORNIA GAS COMPANY 1981 West Lugonia Avenue Redlands, CA 92314-9720 Phone: (909) 335-7883 Attn: Larry Thomas, Planning Associate 0 3. SAN BERNARDINO MUNICIPAL WATER DEPARTMENT Water Utility Engineering Section N 300 North "D" Street, 5`h Floor San Bernardino, CA 92418 d E Phone: (909) 384-5931 Attn: Ted Brunson, Water Utility Eng. Tech C a SP-34 Packet Pg. 714 8.M.g 4. VERIZON 9 South 4d' Street Redlands, CA 92373 Phone: (909) 748-6655 Attn: Rick Pesquera N v d 5. TIME WARNER TELCOM OF CALIFORNIA 1500 Auto Center Drive Ontario, CA 91761-1561 0 LL Phone: (909) 795-3349 Attn: Bruce Dewese L 6. TIME WARNER TELCOM OF CALIFORNIA 1500 Auto Center Drive Ontario, CA 91761-1561 N Phone: (909) 798-8588 Attn: Mark Davenhauer 6i z 7. SBC-Services 3073 Adams Street, 2nd Floor 0 Riverside, CA 92504 a. a Phone: (951) 359-2255 Attn: Lee Corby, Area Engineer a 8. SPRINT COMMUNICATIONS 282 South Sycamore Street a Rialto, CA 92376 v v c Phone: (909) 873-8022 Attn: Lynn Durrett, Area Cable Project Engineer a 9. CHARTER COMMUNICATIONS Cq 7337 Central Avenue °d Riverside, CA 92504-1440 M 0 Phone: (951) 343-5139 Attn: Gregory Yates N 10. CITY OF SAN BERNARDINO N PUBLIC WORKS DEPARTMENT; STREET DIVISION 234 S. Mt. View Avenue San Bernardino, CA 92408 a Phone: (909) 384-5203 Attn: Robert Eisenbeisz, City Engineer SP-35 Packet Pg. 715 11. CITY OF SAN BERNARDINO a.nn.g PUBLIC WORKS DEPARTMENT; TRAFFIC SIGNALS & STREET LIGHTING 234 S. Mt. View Avenue, #110 San Bernardino, CA 92408 Phone: (909) 384-5084 Attn: Anthony Lugo, Traffic Eng Assoc. v d 12. AT&T INQUIRIES —LONG DISTANCE 22311 Brookhurst Street, Suite 203 w U Huntington Beach, CA 92646 5 0 LL Phone: (925) 977-2413; (714) 963-7964 Attn: Steve Shermoen 0 r 13. COUNTY OF SAN BERNARDINO, FLOOD CONTROL DISTRICT 825 E. Third Street San Bernardino, CA 92415 N r Phone: (909) 753-7070 Attn: Richard Mendoza Z O 14. CALIFORNIA DEPARTMENT OF TRANSPORTATION 464 West 4th Street, MS 619 0 San Bernardino, CA 9240101400 a J Q U `. Phone: (909) 383-4626 Attn: Fareha Zinnrayen a N (only contact if work occurs within State's right of way where Rancho Avenue intersects with Foothill Boulevard) Q a v 15. METROLINK(SCRRA) 279 E. Arrow Highway, Suite A San Dimas, CA 91773 N N ro Phone: (909) 394-3418 Attn: Christos Sourmelis, ROW Crossings Coordinator 16. SAN BERNARDINO VALLEY MUNICIPAL WATER DISTRICT 380 E. Vanderbilt Way Cq San Bernardino, CA 92408 N a Phone: (909) 387-9215 Attn: Bob Tincher d E s U R © 17. RIVERSIDE HIGHLAND WATER COMPANY a 12374 Michigan Street Grand Terrace, CA 92313-5602 Phone: (909) 825-4128 Attn: Craig Gudgeon, Distribution Superintendent SP-36 I Packet Pg. 716 7-1.02 CONTRACTOR'S RESPONSIBILITY -- The Contractor shall verify the 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. d d Y fq 7-1.03 COOPERATION AND COLLATERAL WORK -- The Contractor shall 9 conform to the requirements of Section 7-7, "Cooperation and Collateral Work", of the Standard Specifications. ,°. w 0 a m L 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. N N 7-1.05 UTILITIES INTERFERENCE -- Utilities which are found, by exploratory o location or by excavation, to interfere with the construction of this Contract will be relocated, N altered, or reconstructed, or the Engineer may order changes in location, line or grade of the 8 project structure, to be built in order to avoid said utility. The Contractor may coordinate the a work with the utility owners, a a 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. a a 9 Upon the occurrence of emergency events, such as gas leaks or electric power interruptions, wherein normal previous work day notification procedures may not be performed, a "emergency notification" by the Contractor shall be submitted by emailing utilitiesnn,sbcitv.org at the time utility crews are being dispatched. Additionally, if the event occurs during normal business hours (Mon-Fri, 8:00 am to 4:00 pm), a phone call to (909) 384-7272 (SBDIRECT) shall be made by the Contractor informing the Engineer, in addition to the email, of utility crews being O mobilized for such work. Failure to do so may result in work stoppage, citation, or both. N CO V N r 7-1.06 PAYMENT -- Full compensation for conforming to the requirements of this y 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 E therefor. x C a SP-37 SECTION 8 C; 8-1 DESCRIPTION OF WORK h d d 8-1.01 DESCRIPTION -- The work to be done consists, in general, of fabricate iz and place construction information signs, clearing and grubbing; removal and reconstruction of r various concrete improvements, including curb ramps, sidewalk, driveway approaches, curb, curb and gutter, cross gutter, spandrels; construct drop inlet, parkway culvert, local depressions, storm �° drain, side inlet, concrete collar and junction structure; repair existing metal beam guard rail a railing and supporting embankment; wedge cut mill and roadway mill; remove and replace deteriorated asphalt concrete pavement; crack seal, asphalt rubber aggregate membrane, and placement of an asphalt concrete leveling course and an asphalt concrete overlay; application of traffic striping and pavement markings; adjustment of existing utility 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 o Provisions, shall be performed, placed, constructed or installed. y 0 X In addition to the work items noted herein above, per the Plans, pavement rehabilitation a and reconstruction work will more specifically include: a U • Bid Schedule No. 1 (Rancho Avenue): Per Plan, mill portion roadway pavement, remove and replace localized deteriorated asphalt concrete pavement (minimum 4" depth removals, compact the underlying sub-base/ subgrade to a minimum 95% relative a compaction, then place 4" Hot Mix Asphalt (HMA)), crack seal, 1/4" HMA leveling course o from Railroad northerly to Foothill Boulevard; Asphalt Rubber Aggregate Membrane, and place final surface course of 1.2"HMA over entire Project roadway segment. a a e • Bid Schedule No. 2 (Windsor Drive): Localized micro-grind, mill roadway pavement O width to a variable depth, remove and replace localized deteriorated asphalt concrete V pavement(minimum 2-1/2" depth removals, compact the underlying sub-base/ subgrade to a minimum 95% relative compaction, then place 2 '/2" Hot Mix Asphalt (HMA)), crack seal, Asphalt Rubber Aggregate Membrane, and place final surface course of 1.2" HMA. a N r • Bid Schedule No. 3 (21st Street): Localized micro-grind, mill roadway pavement width to y a variable depth, remove and replace localized deteriorated asphalt concrete pavement m (minimum 2-1/2" depth removals, compact the underlying sub-base/ subgrade to a r minimum 95% relative compaction, then place 2 %" Hot Mix Asphalt (HMA)), crack seal, Asphalt Rubber Aggregate Membrane, and place final surface course of 1.2" HMA. a • Bid Schedule No. 4 (Perris Hill Park Road): localized micro-grind, mill roadway pavement width to a variable depth, remove and replace localized deteriorated asphalt concrete SP-38 I Packet Pg. 718 pavement (minimum 2-1/2" depth removals, compact the underlying sub-base/subgra a minimum 95% relative compaction, then place 2 %" Hot Mix Asphalt (HMA)), crack seal, Asphalt Rubber Aggregate Membrane, and place final surface course of 1.2"HMA. 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. d m Y y 8-1.02 ORDER OF WORK -- the Order of Work shall generally include: 7 • Conducting mobilization activities including property owner notifications, utility locating, LL implementing Project SWPPP and BMPs, securing all permits and licenses, preparing and a submitting Project schedule(s). z • All demolition, clearing, grubbing and removals. o N • Storm drain work on Rancho at Rialto; reconstruction or construction of PCC curb ramps, curb, curb & gutter, gutter, cross gutter and spandrels, sidewalk, ADA bypass and y driveway approaches; drop inlet improvements; wedge cut mill and mill roadway; AC o pavement street improvements (removal and replacement); AC pavement, asphalt rubber aggregate membrane, utility adjustments, and replacement traffic loops. 0 0 a • Signing, striping, and site clean-up. a W W a y 8-1.03 WORK SITE MAINTENANCE -- Contractor shall comply with the provisions in Section 7-8, "Work Site Maintenance", of the Standard Specifications. a d To Subsection 7.8.1, "Cleanup and Dust Control," of the Standard Specifications, add the 2 following: a a NN Dust control shall hereby be defined as the elimination and/or control of dirt, dust, mud e and debris from propagating or spreading onto properties, private or public, adjacent to the V Project and Contractor's work areas. M 0 N No separate payment will be made for any work performed or material used to control dust N resulting from the Contractor's performance of the work, or by public traffic, either inside or y outside the right-of-way. C d E Construction activities will take place in fully developed residential neighborhoods and along a roadway within a commercial/ industrial district. Localized speed limits are posted as a high as 45 mph. Dust Control shall be strictly enforced. Contractor 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 required to famish and operate a self- SP-39 loading motor sweeper with spray nozzles a minimum of once each work day, when and required for proper dust control, and as directed by the Engineer. Cost for furnishing and 0 operating sweeper (including those instances in addition to the minimum requirements) shall be included in the various Contract bid items of work involved and no additional compensation will be allowed therefor. Dust control shall be performed a minimum of four times a day for the duration of the d Contract period: twice in the morning and twice in the afternoon (time periods to be equally n spaced), and as directed by the Engineer. Dust control performed by the Contractor in addition to 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 L° be allowed therefor. o a m t Performing the minimum dust control required by the Contract will in no way relieve the Contractor from his responsibility for providing adequate dust control measures. 0 N 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 Contract bid items of work involved and no additional compensation will be allowed therefor. o 0 o: 8-1.04 WATERING -- Watering shall consist of developing a water supply and a furnishing and placing all water required for work done in the Contract. LU w a 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 be allowed therefor. a a v d a c 8-1.05 DEVELOP WATER SUPPLY -- Work shall consist of developing a water a supply and for furnishing and placing all water required for work done in the Contract, including water used for Extra Work. �e Full compensation for developing a water supply and for furnishing and placing all water required for work done in the Contract, including Extra Work, shall be considered as included in the various Contract bid items of work involved and no additional compensation will be allowed C4 therefor. _N a C 8-1.06 PROJECT LOCATION -- See separate bound Plans. E r U A a 8-1.07 APPROVED MATERIALS -- Whenever the expression "or Engineer- approved equal' is used, it shall be taken to mean the approval by the City Engineer of any substitution of material or material specified herein. All substitution requests shall state the SP-40 I Packet Pg. 720 reason for the request and the difference in price between the item specified and the requ substitution. 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. Y d d The Contractor shall submit to the Engineer for review and approval six (6) copies of all y shop drawings. U 0 The Contractor shall make any corrections to shop drawings required by the Engineer. LL w 0 a A r 8-1.08 CITY-FURNISHED MATERIALS -- CITY furnished material, when applicable as specified in other sections of these Special Provisions, shall comply with the o following: N r Materials, if furnished by the CITY, will be made available as specified in these v Special Provisions. The Contractor is responsible for loading, unloading, hauling and o handling, and placing CITY-furnished materials. w 0 The Contractor shall inspect and assure itself of the amount and soundness of such J materials. g U w a 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 a 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. C s 8-1.9 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 to Contract Documents. Written requests for an interpretation, or to identify a potential omission, m discrepancy, or misunderstanding will be accepted if received by 5:00 p.m. of the 5`" working co day prior to the day of the proposed bid opening. 1 N W If there are any questions regarding this Project, please contact: a Ul City Engineer's Office San Bernardino City Hall E 300 North"D" Street, P Floor San Bernardino, CA 92418 a SP-41 Packet Pg. 721 RE: PAVEMENT REHABILITATION ON FOUR CITY STREETS: RANCHO AVENUE, FROM RIALTO AVENUE TO FOOTHILL BOULEVARD,PLAN NO. 12482 ( SS 04-048 ); WINDSOR DRIVE,FROM BASELINE STREET TO GILBERT STREET, PLAN NO. 12803 (SS 11-012 & SS I1-015 ); 21sT STREET, FROM VALENCIA AVENUE TO PERRIS HILL PARK ROAD, PLAN NO. 12818 ( SS 12-006 ); and PERRIS HILL PARK ROAD, FROM 21sT STREET TO PACIFIC STREET, PLAN NO. 12824 ( SS 12-009 ) H v d M N T U 0 Attention: Ted Rigoni U- Tel: (909) 384-5198; Fax: (909) 384-5190 a E-mail: rigoni to @sbcity.org 0 N N r N N 2 O y O a J Q U W a U) H K Q a a d v c a a v N co co O N co R N_ a c m E t v m Q SP-42 SECTION 9 C9-A TRAFFIC CONTROL Ul Y d m 9-A.1.01 GENERAL -- The Contractor shall comply with Section 7-10, "Public Convenience and Safety", of the Standard Specifications for Public Works Construction, latest edition, and these Special Provisions. c LL Warning signs, lights, cones, barricades and devices for use in performance of work upon M highways shall conform to the most recent "California Manual on Uniform Traffic Control d Devices". 0 The initial Traffic Control/ Traffic Detouring Plans submittal shall be made by the Contractor to the Engineer a minimum of five (5)working days prior to the Preconstruction meeting. Traffic Control/ Traffic Detouring plans shall be based on the most recent "California y Manual on Uniform Traffic Control Devices". Work operations shall not commence on a o street until after written approval of the Traffic Control/Traffic Detouring Plans. w 0 Construction operations will take place within a residential neighborhood, and a J commercial area. Access to adjacent properties may be interrupted during working hours, as pre- 4 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 by the Engineer. a All temporary traffic striping and maintenance shall be done by the Contractor, including d placement of temporary tape on all crosswalks. The Contractor shall restore all existing striping 0 to original configuration, and as directed by the Engineer. a a a' All warning, regulatory and construction signs shall be fully reflectorized. The traffic o 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. ci O CO 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, w for each of the five roadways, based on the most recent "California Manual on Uniform Traffic Control Devices". r Contractor shall make the necessary arrangements to provide and maintain barriers, cones, s barricades, construction warnings, regulatory signs and any other safety control devices, including flagmen. The Contractor shall take measures necessary to protect all other portions of the work during construction and until completion, providing and maintaining all necessary barriers, barricade lights and striping, including crosswalks. SP-43 In addition to the foregoing traffic control and safety measures, the Contractor shall 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. The Contractor shall maintain at all times the ability to respond to calls from the Engineer, H including during non-working hours to replace or provide additional traffic control or safety d devices as required. y T Y U 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 d 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. Lh 6 Arrow boards shall be properly placed on all lane closures on arterials and collectors, o regardless of posted speeds, volumes or visibility, or as otherwise required by the Engineer. Solar �+ powered lighted-associated arrow boards are required on overnight detours in residential areas. a J 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, a striping/legends work and materials shall be in accordance with CITY standards, the current 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 in these Special Provisions shall be construed as relieving the Contractor/ subcontractor from its Sr responsibility to provide for the safety and convenience of traffic and the public during a construction. In the event of conflict,the order of precedence shall be as follows: N aD a. Project Special Provisions CO b. CITY-approved Traffic Control Plans M c. Current CA MUTCD d. Current CA WATCH manual CO e. Current CJUTC booklet N f. Current Standard Specifications y Y C Contractor shall implement the Traffic Control plans for daytime work only. In the event t 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. The Engineer reserves the right to observe field conditions and to make necessary changes in the field, at Contractor's cost. SP-44 All temporary traffic control advance warning signs shall be 36" X 36" minimum. T control signs on arterials with an approach speed of 45 mph or higher shall be 48"X 48". Q All conflicting signs, striping and pavement markers shall be covered and/ or removed during construction. The covers shall be removed from the signs and striping and pavement markers shall be in place after the completion of construction. w Y d d All temporary traffic control devices shall be weighted in place or double-based to prevent overturning. Channelizers shall be spaced at 20 feet O.C. within 300 feet of an intersection. At areas LL where work is taking place, on curves, or areas of head on conflict, the channelizer spacing shall a be reduced in half. r d All traffic control signs installed on sidewalk shall either be secured to an existing street o light pole or a separate pole with a minimum height of seven (7) feet to the bottom of the sign. cm N r The Contractor/ subcontractor shall notify the Engineer a minimum of 48 hours before y implementing the approved Traffic Control plans. o ro Temporary NO PARKING signs, when applicable, shall be properly posted at least 72 hours prior to commencement of work. a 6 All Contractor/ subcontractor shall properly replace with thermoplastic all traffic LU 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 damaged by the work activities shall be replaced in-kind within seven(7) calendar days. a d Final paving for trench repair within a roadway shall be completed within 20 working days of backfill and temporary paving. Final paving after cold milling or micro-grinding operations a shall be completed within seventy two (72) hours. N co 9-A.1.02 TURN RESTRICTIONS -- The Contractor shall post appropriate signs restricting turns when directed to do so by the Engineer. cc N co a N r 9-A.1.03 PARKING RESTRICTIONS -- Unless otherwise provided herein, the 0- Contractor may post temporary "NO PARKING" signs within the area of work as required to facilitate construction operations, subject to approval of the Engineer. r Personal vehicles of the Contractor's employees shall not be parked on the traveled way at a any time. 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 SP-45 Packet Pg. 725 them. The Contractor will be responsible for posting, removing, and maintaining these si required for this Project. The Contractor shall cooperate with local authorities relative to handling traffic through the area and shall make his own arrangements relative to keeping the working area clear of parked vehicles. The Contractor shall obtain prior approval from the Engineer for removal of vehicles. d d N 9-A.1.04 TRAFFIC LANES -- Traffic lanes shall have a minimum width of 10 feet. A minimum shoulder width of 2 feet shall be provided adjacent to curbs, posts and other similar obstructions, and 5 feet shall be provided adjacent to any excavation, unless otherwise authorized U° w by the Engineer. a t m z 9-A.1.05 PUBLIC CONVENIENCE -- During the progress of work, adequate o 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 w properties shall be maintained and remain open,unless approved by the Engineer. o N 0 O K 9-A.1.05a WORK ON PERRIS HILL PARK ROAD -- For work done in the vicinity J of Pacific High School, along Perris Hill Park Road, Contractor is to note the following (Contact: Mr. Tex Acosta, Principal, (909) 388-6419): a N • Adjacent to the school, localized portions of the street repair work may take place during week days; however, the general street ARAM and overlay work shall be a scheduled to occur on Saturdays, when school is in session during the week. m • 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 planned a construction activities. • 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 00 when in the vicinity of a school (such as cold milling). Contractor shall coordinate with the school as to the best times to undertake noise generating activities adjacent to the school. 1" • During the fall, football games occur on Friday evenings. The roadway needs to be completely open to traffic and access to the school's parking lot unrestricted on these y days/times. • During the entire school year, sporting events occur at 3:00 pm, on a daily basis. The r contractor will be required to structure his work activities near the school so as to limit his impacts to traffic (motor vehicles, bicyclists and pedestrians) to the greatest extent possible. o When curb returns or sidewalk replacement work is underway, the City's contractor will be required to provide stable, safe and secure access to pedestrians and students around his work activities. SP-46 • School busses park on northbound Perris Hill Park Road, near the school's sout access point. Busses park during the week from 7:00 am to about 7:25 am for drop ® off, and from 2:00 pm to 2:50 pm for pick up. Contractor's activities during these times will occur elsewhere along the street (no work in the bus loading zone during these times). • School class hours are approximately 7:00 am to 3:00 pm. The school's academic calendar (classes) runs from the first week in August to the last week in May; all requirements will apply to the entire construction Contract, whether the school is in y session or not. U 0 O LL 9-A.1.06 FLASHING ARROW SIGNS -- The Contractor shall furnish and maintain ° a flashing arrow signs (FAS) during lane closures or detours on streets. The Engineer shall a determine when FAS is required at any location. a N N 9-A.1.07 LANE CLOSURE -- The Contractor shall not close more than one (1) lane at a time. The Contractor shall submit traffic control plans and obtain written approval from the (A Traffic Engineer prior to lane closure. o No traveled lane will be closed without authorized approval given by the Engineer. If any 0 traveled lane or road is allowed to be closed by the Engineer, the Contractor shall install signs to notify the public of days and times that traveled lanes or roads will be closed seven (7) days in advance of the lane or road closure. w CL w If lane closures are approved by the Engineer, the full width of the traveled way shall be open for use by public traffic from 4:00 p.m. to 8:30 a.m., all day for Saturdays, Sundays, and a 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 actively in progress on working days. a a v The Contractor shall furnish, install, and upon completion of the work, remove all signs CO Ga and warning devices required for directing, protecting, and detour of the public during construction. a0 M 0 Emergency vehicles shall be permitted access at all times to any street. N N N r Unless otherwise authorized by the Engineer, pedestrian access shall be permitted to pass y through the work area, or an approved detour shall be provided. Safe and adequate pedestrian access to all business establishments shall be continuous and unobstructed unless otherwise E t approved by the Engineer. O a 9-A.1.08 PAYMENT -- Full compensation for furnishing, installing, modifying, moving and removing signs, lights, flares, barricades, providing and modifying a traffic control plan to meet Contractor's operations, traffic control devices, resident and school notifications of SP-47 PacketPg. 727 pending work, all as necessary to expedite passage of public and pedestrian traffic throug work areas, shall be considered as included in the Contract Lump Sum bid price paid for o "TRAFFIC CONTROL" per Bid Schedule, and no additional compensation will be allowed therefor. The provisions in this Section may be modified or altered if, in the opinion of the N Engineer, public traffic will be better served and work expedited. Said modifications or 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 U part of the Contract Lump Sum bid price paid for "TRAFFIC CONTROL", per Bid Schedule, and no additional compensation will be allowed therefor. U- w 0 r d a 0 N N Z O O a J WU W a Q IL a m c a v N W W W M O W N W O N a c m E s U R O a SP-48 PecketPg.728 9-B TRAFFIC CONTROL IN VICINITY OF SCRRA/BNSF RAILWAY LINES 0 9-B.1.01 GENERAL -- On Rancho Avenue, this Contract includes the rehabilitation of pavement adjacent to existing railway lines operated by the Southern California Regional Railroad Authority (SCRRA, also known as Metrolink), and Burlington Northern Santa Fe a (BNSF) Railway. The southerly set of tracks crossing Rancho Avenue is operated by BNSF, and w the northerly set of tracks is operated by SCRRA. Both tracks are operational daily, and lie ;' within right of way controlled by SCRRA. For work done within and adjacent to the SCRRA/ BNSF Railway lines right of way, Contractor is notified of, and shall adhere to, the following: LL w 0 M • SCRRA is not a member of DIGALERT. Contractor shall call SCRRA's Signal Department at(909) 859-4100 a minimum of five days prior to beginning construction to mark signal and communication cables and conduits. To assure cables and conduits o have been marked, no work may proceed until the Contractor has been provided with an SCRRA dig number. In case of signal emergencies or grade crossing problems, the contractor shall call SCRRA's 24-hour signal emergency number 1-888-446-9721. v • Contact SCRRA's consultant/contractor at (714) 920-9037 to arrange for flagging a services. Flagging service is dependent on Employee-In-Charge (EIC) availability y and may require a minimum of fifteen working days prior to beginning work. Prior b notification of flagging services does not guarantee the availability of the EIC for the a J proposed date of work. g o Contact SCRRA's consultant/contractor at 1-877-452-0205 to arrange for third party a safety training. Allow 24 to 72 hours from the time of the request for safety training, for the training to be arranged. • Contractor shall be responsible: a a CD 1) For adhering to and abiding by SCRRA's Temporary Traffic Control Guidelines entitled, "Temporary Traffic Control Guidelines for Highway-Rail a Grade Crossings," dated 01/25/06; 2) For filling out, submitting and adhering to SCRRA's Form No. 6 document entitled, "Temporary Right-of-Entry Agreement," dated 07/20/11; m 3) For payment of all fees required for the work within SCRRA right of way, as identified in SCRRA form entitled, "Schedule of Fees,"revised 07/20/11; and Go 4) For completing and adhering to SCRRA's Form No. 5, entitled, ci co "Indemnification and Assumption of Liability Agreement," dated 07/20/11. a y The four referenced documents are included within the Appendix to these Special Provisions, and are also available on SCRRA's website at E0 www.metrolinktrains.com. All of these forms and the Contractor's responsibility to adhere and abide by SCRRA's requirements therein are made a part of this Contract by reference herein. o Temporary traffic control plans shall be submitted to SCRRA for comments and approval not less than 14 days prior to start of the work. The temporary traffic control SP-49 plans shall be prepared, signed and sealed by a California Licensed Civil or T Engineer. Temporary traffic control shall comply with current editions of the ® California Manual of Uniform traffic Control Devices (CA MUTCD), Work Area Traffic Control Handbook (WATCH), and Temporary Traffic Control Work At or Near Grade Crossing Guidelines, prepared by SCRRA and SCRRA's Engineering Standard ES4301. U) o SCRRA Employee-In-Charge (EIC) must be present at the crossing at all times during d temporary traffic control activities. y T U 7 9-B.1.02 PAYMENT -- Full compensation for furnishing, installing, modifying, U° moving and removing signs, lights, flares, barricades, providing and modifying a traffic control plan to meet Contractor's operations, traffic control devices, all notifications of pending work, all v as necessary to expedite passage of public and pedestrian traffic through the SCRRA/BNSF work areas, for adhering to SCRRA's Temporary Traffic Control Guidelines entitled, "Temporary o Traffic Control Guidelines for Highway-Rail Grade Crossings," for filling out, submitting and adhering to SCRRA's "Temporary Right-of-Entry Agreement," for payment of all fees required for the work within SCRRA right of way, as identified in SCRRA form entitled, "Schedule of y Fees," and for completing and adhering to the requirements of SCRRA's "Indemnification and o Assumption of Liability Agreement," shall be considered as included in the Contract Lump Sum w bid price paid for "TRAFFIC CONTROL, SCRRA/ BNSF WORK AREA" per Bid Schedule, 0 and no additional compensation will be allowed therefor. J U The provisions in this Section may be modified or altered if, in the opinion of the a Engineer, public traffic will be better served and work expedited. Said modifications or 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, SCRRA/ BNSF WORK AREA", per Bid Schedule, and no additional compensation will be allowed therefor. r a a v N O 0a cc O r O O W N T a N r a U1 C c m E z v m x O a SP-50 SECTION 10 Q10-1 MOBILIZATION a Y 10-1.01 GENERAL -- Mobilization shall comply with the requirements of Section 9-3.4, "Mobilization", of the Standard Specifications. U Mobilization may include, but not be limited to,the following principal items: c U. o 1. Submittal and modification, as required, of the Construction Schedule covering the four t roadways. 2. Providing a Project Office. 3. Review of the work sites. N 4. Obtaining all required Permits. N 5. Submittal of all required insurance certificates and bonds as required by these Special Provisions. z 6. Written notification to adjacent property owners/residents prior to start of work. to 7. Moving onto the sites, including, but not limited to: o a. Equipment a C b. Arranging for and erection of Contractor's work and storage areas. a 8. Installing construction fencing and temporary construction power and wiring. w 9. Providing a minimum of one restroom facility for each twenty-five (25)workers a y occupying the site. Facilities may include existing functioning restrooms, or portable chemical facilities, or any combination thereof, and shall count as one for each urinal a or one for each water closet (as required). a 10. Installing all temporary utilities (as required). d 11. Establishing required fire protection provisions. 12. Posting all OSHA required notices and establishment of safety programs. a 13. Posting of all Department of Labor notices. co 14. Having the Contractor's superintendent at the job sites full-time and responding as 24 hours per day. 15. Air and water quality protective measures, as necessary, and without limitation. o 16. Potholing and other research and review as necessary to verify site conditions and N utility locations. co 17. Clean up and demobilization of the work sites. a 18. Any other item as specified. d The cost of bonds, insurance, move in and move out costs, preparation and submission of submittals, obtaining encroachment permits, and miscellaneous incidental costs, shall be included a in the Bid Item provided for mobilization and demobilization and incidental project costs as a Lump 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°/x) of the work has been completed and if progress of the work is satisfactory. SP-51 © 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. N Y d d 10-1.02 NOTIFICATION OF RESIDENTS -- Contractor shall notify in person and with y printed notification (in English and Spanish language), at least ten (10) working days prior to A' commencing work, all agencies, firms, institutions, postal service, residents, hospitals, schools, stores, utilities and waste disposal service fronting or affected by the work. Additional printed 2 w notification (in English and Spanish language) shall be given not less than forty-eight (48) hours ° a 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 seven (7) working days notification prior to performing any work which will restrict property o access. N r Contractor shall coordinate with the school district for pick-up and drop-off of school y children, waste disposal collection, the postal service to ensure delivery of mail, and churches for o weekly or special activities, to ensure that his activities impact such adjacent uses to the least practicable amount. z IL J 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 notices shall be reviewed and approved by the Engineer prior to distribution. a Contractor shall also post printed "NO PARKING-TOW AWAY" signs at one-hundred- d foot(100')maximum spacing along each side of the affected street for forty-eight(48) hours prior 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 not be allowed. N Z The signs shall contain the day, date, hours and vehicle code, that parking will be co prohibited on that particular street, CVC 22651L and CVC 22654D. The signs shall be removed COO immediately upon completion of work that will prohibit parking. C4 a N r The printed notices and the "NO PARKING" signs shall be furnished by the Contractor. N d E 10-1.03 PROGRESS SCHEDULE -- The requirements in Subsection 6-1, "Construction Z Schedule and Commencement of Work," of the Standard Specifications, are amended as follows: OThe Contractor shall submit to the Engineer a progress schedule within five (5) working days after award of Contract, and within five (5) working days of the Engineer's written request at any other time. SP-52 Packet Pg. 732 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. H 10-1.04 PAYMENT — The Contract Lump Sum bid price paid for "MOBILIZATION", per Bid Schedule, shall be deemed to include all the cost of work in y 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. 0 LL 0 O M m t d v 0 N_ N r Lh f/J Z O ra O K a J a U w IL a a a v m v c 0 a a NN O ad O r O M O O N W R N r a to V c cd G s R z a SP- ticket Pg. 733 8.M.g SECTION 11 C11-1 CLEARING AND GRUBBING 11-1.01 GENERAL -- Clearing and grubbing shall comply with Section 300-1, "Clearing and Grubbing", of the Standard Specifications and these Special Provisions. n Clearing and grubbing shall include, but not be limited to the following items as shown on the Plans, as specified in these Special Provisions, or as directed by the Engineer: w 0 a 1. Removal and replacement or removal, capping and disposal, of removed landscape irrigation works, where encountered and interfering with the work, and as directed by the Engineer. o N 2. Removal and disposal of interfering portions of trees, shrubs, plants, turf, miscellaneous vegetation, weeds or other local features that interfere with the y prosecution of the work, as directed by the Engineer, including vegetative growth in o cracks and joints in the street and PCC flatwork (curb, gutter, sidewalk, cross gutter, �+ driveway approach, etc.). Removal of weeds and unwanted growth, as determined by 0 the Engineer, as part of grade to drain work, is included within this item. Contractor is J to limit his removal of existing landscaping to the greatest extent possible, again, a U `., except for vegetative growth within the street and public travelled way otherwise to be a removed. 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, m per the Plans, including saw cutting, and as directed by the Engineer. a 4. Removal and clean up of Project area trash during the course of the Project. N CO ad 5. Removal and clean up of all traffic stripes, crosswalks and pavement markings by micro-grinding, or wet sandblasting, as directed by the Engineer. M O OR 6. Vegetation spraying within the Project limits. v N r 7. Removal and disposal, or removal and replacement/re-establishment of existing chain N link fencing to accommodate Portland cement concrete ADA bypass sidewalk. m E 8. Removal, salvage and delivery to the CITY yard existing signs and posts, where noted per Plan, and as directed by the Engineer. a 9. Removal, salvage and reinstallation of existing signs and posts, mailboxes or other surface culture, where noted per Plan, as directed by the Engineer. SP-54 Nothing in these Special Provisions shall relieve the Contractor from his responsibilities as provided in Section 7-10, "Public Convenience and Safety", of the Standard Specifications. Vegetation spraying shall be used to kill all growth, including brush, grass and weeds emanating from the pavement, gutter or sidewalk through cracks or joints. m a 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 a pp roved by the Engineer. The a pp lication of the herbicide shall be performed in accordance with all applicable regulations. Any and all i° fines or clean-up costs for unlawful misuse or discarding of herbicides shall be the sole a responsibility of the Contractor. Mixtures and spread rates for the herbicides shall be determined m by the manufacturer's specifications. Wash down of equipment or discarding of herbicides shall not be allowed to enter catch basins or positive drainage facilities. o N All removed materials, not specifically requested to be salvaged, shall become the property of the Contractor and shall be legally disposed of outside of the right-of-way in accordance with Section 300-2.2, "Unsuitable Materials", and Section 300-2.6, "Surplus o Material", of the Standard Specifications. y 0 The Contractor shall deliver salvaged material to the City Yard, at 234 South Mountain J 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 LOU safely load and unload the salvaged materials. a 11-1.02 PAYMENT -- The Contract price paid for "CLEARING AND GRUBBING, shall be considered as full compensation for providing all the tools and equipment and for doing all the work involved per the Plans, the Standard Specifications, these Special Provisions, and as a directed by the Engineer, and shall be considered as included in the various Contract bid items of a work involved and no additional compensation will be allowed therefor. CO ro CO M 0 0 N V N r a y Y C m E r v m x a SP-55 Packet Pg. 735 SECTION 12 © 12-1 UNCLASSIFIED EXCAVATION Y d 12-1.01 GENERAL -- Unclassified excavation shall comply with Section 300-2, y "Unclassified Excavation," of the Standard Specifications and these Special Provisions. Zl U Unclassified excavation shall apply to removal of portions of the pavement and underlying 0 locations shown on the plans to design grade, or as specified o sub base/ subgrade materials at the oc p gn gr p in the field by the Engineer, and shall conform to the Standard Specifications. The areas r indicated on the plans for removal and replacement may be sawcut and removed, or milled and removed, as approved by the Engineer, unless the plans identify otherwise. Where directed by the Engineer, additional asphalt concrete or underlying sub-base/ subgrade shall be removed to correct a subsurface problem. The Contractor shall provide all unclassified excavation necessary for the curbs, gutters, o sidewalk, ADA bypass, cross gutters, spandrels, driveways, driveway approaches, curb ramps and y street paving, as indicated on the Plans and described in these Special Provisions. Excess and/or o unsuitable materials shall be removed from the work sites by the Contractor. a J a C This work items shall also include grading areas where Asphalt concrete and Portland a cement concrete pavement and/or sub-base/subgrade materials have been removed, where shown w on the Plans or as directed by the Engineer. _ a The Contractor may use milling/ planing as a method for removal of deteriorated 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 Specifications and substitute the following: Measurement of Unclassified Excavation will be based on the volume it occupied prior to excavation. Disagreement regarding volume measurements shall be resolved prior to N excavation. Any re-measuring or resurveying required as a result of disagreement will be N at Contractor's expense. w r Asphalt and concrete pavement shall be removed to clean straight lines before replacement E to ensure that all areas are accessible to equipment used to compact replacement material. x a 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 SP-56 Packet Pg. 736 areas shown on the Plans. No guarantee is made that areas or quantities shown will equalM areas or quantities designated by the Engineer. O 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 areas completed for that day. No payment shall be made for areas of over excavation unless previously approved by the Engineer. d M y All removed materials shall become the property of the Contractor and shall be legally disposed of outside of the right-of-way in accordance with Section 300-2.2, "Unsuitable Materials", and Section 300-2.6, "Surplus Material", of the Standard Specifications. w 0 a This work items includes all grade to drain, where shown on the plans, including disposal d of any surplus materials not incorporated into the work. On Rancho Avenue and Rialto Avenue, Grade to Drain shall refer to ensuring the earthen shoulders and the shallow drainage ditches, o within road right of way, are graded to drain in the directions as per plan, without ponding. It is anticipated Contractor may use the front scoop on a backhoe, or other similar type of construction equipment, to perform grade to drain activities. w Z O Unclassified excavation necessary to re-establish the embankment supporting the roadway N between the Railroad crossing and existing MBGR, northbound direction, is also included within b this work item, and shall occur per the Plans and these Special Provisions. For bidding purposes J © for this work item, embankment repair shall begin approximately 30' northerly of the existing railroad crossing, or as otherwise directed by the Engineer. a y All existing vegetation within the repair zone shall be sprayed, and removed, prior to embankment repair, as per SECTION 11-A, "CLEARING AND GRUBBING," of these Special a Provisions. d V All embankments and subgrades shall be compacted in accordance with Section 300-4.7, a "Compaction," of the Standard Specifications and these Special Provisions. N W o!f 12-1.02 STOCKPILES -- Contractor shall be responsible for locating and securing Vi 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 ci Go from the property owner for such stockpiling. N T a N Where stockpile sites are located in areas adjacent to residential or noise sensitive areas, the Contractor shall take measures to minimize construction related noise during the early A.M. t hours, which may include performing preparatory operations for the following day's work on the O night before. The Contractor shall conduct its operations in these areas to conform to the sound control requirements located elsewhere in these Special Provisions. Necessary precautions, including preparatory cleaning of stockpile sites and covering stockpiles, shall be taken as required to ensure that stockpiles do not become contaminated with SP-57 oversized rock, clay, silt, or excessive amounts of moisture. All materials deposited shall be 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. N The stockpile areas shall be thoroughly cleaned, removing all excess material and all material contaminated by spilled oil, and left with a neat, orderly appearance upon completion of operations in that area. 3 12-1.03 PAYMENT -- The Contract bid unit price paid for U° w "UNCLASSIFIED EXCAVATION" shall be considered as full compensation for providing all s materials, tools and equipment, sawcutting and/or milling/ planing if approved by the Engineer, disposal of removed materials including any sub-base/ subgrade, all requirements associated with istockpiling and stockpile areas, roadway slope repair outside the limits of the MBGR system o along northbound Rancho Avenue, grade to drain and disposal of surplus materials and for doing N ! all the work involved, per the Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, shall be considered as included in the Contract price paid for the various 66 bid items of work involved and no additional compensation will be allowed therefor. o U) The Contract unit bid price paid per Square Foot for "PAVEMENT REPAIR," with 0 various pavement section thicknesses to be removed and repaired per Bid Schedule, shall be a. 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, all requirements associated with stockpiling and stockpile areas, 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. a Costs of compaction testing ordered by the Engineer shall be paid for as follows: 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. 06 2. Tests which do meet the required relative compaction shall be paid for by the City. N W N N (L U) c m E U U R © a SP-58 PacketPg. 738 SECTION 13 13-1 UNCLASSIFIED FILL d 2 13-1.01 GENERAL -- Unclassified fill shall comply with Section 300-4, y "Unclassified Fill", of the Standard Specifications and these Special Provisions. 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. a r The Contractor shall provide all unclassified fill necessary for curbs, gutters, cross gutters and spandrels, sidewalk, ADA bypass, driveways, driveway approaches, curb ramps and street o paving, as indicated on the Plans and described in these Special Provisions. Excess and/or unsuitable materials shall be removed from the site by the Contractor. Lh ii Where unclassified fill and grading is necessary in preparation for laying concrete or Z asphalt concrete, it shall be made with clean material which shall be solidly compacted to avoid y future settlement. o a Unclassified fill shall include grade to drain, where noted per Plan, these Special Provisions and as directed by the Engineer, and disposal of any surplus materials not incorporated a into the work. y Outside the traveled way, in areas to receive concrete, soil shall be compacted to a relative a density of not less than 90%. V Backfill under the traveled way shall be compacted to a relative compaction of a minimum a of 95% per CITY Std.No. 310. N m 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%. M 0 All slope fill, embankment and subgrade shall be compacted in accordance with Section 300-4.7, "Compaction," of the Standard Specifications and these Special Provisions. N a Imported borrow material shall conform to the provisions of Section 300-3.5-1, "Requirements", of the Standard Specifications. E s V R w a 13-1.02 EMBANKMENT REPAIR RANCHO AVENUE, MBGR AREA -- This work item includes the Unclassified fill to re-establish the embankment supporting the MBGR for northbound Rancho Avenue, northerly of the railway crossing. For bidding purposes, Contractor is to assume approximately 45 cubic yards of replacement embankment is to be placed, within the SP-59 several eroded sections of the approximately 170 linear foot long embankment section repair Embankment repair shall begin approximately 40' northerly of the existing MBGR southerly end, ® or as otherwise directed by the Engineer. Height of the embankment varies from approximately 6" to approximately 6', with the existing embankment slope varying between approximately 3:1 to 5:1. Repaired embankment a slope shall match the adjacent existing slope,unless as otherwise directed by the engineer. y All existing vegetation within the repair zone shall be sprayed, and removed, prior to embankment repair, as per SECTION 11-A, "CLEARING AND GRUBBING," of these Special Provisions. o U. w 0 a A r d 13-1.03 EMBANKMENT REPAIR. OUTSIDE RANCHO AVENUE MBGR AREA -- This work item includes Unclassified fill to re-establish the slope supporting the o northbound Rancho Avenue roadway between the Railroad crossing and southerly end of the existing MBGR. For bidding purposes, Contractor is to assume approximately 10 cubic yards of embankment fill is to be constructed, within an approximately 270 linear foot long roadway N section. Embankment repair shall begin approximately 30' northerly of the existing railroad o crossing, or as otherwise directed by the Engineer. w 0 Height of the embankment fill varies from approximately 0.0' to 1.5' in the repair zone, J with the existing fill slope varying between approximately 1% to 10%. Repaired fill slope shall a be placed at a slope of 6(H):l(V), between the railroad crossing and the southerly end of the a existing MBGR(an approximately 270' long section)unless otherwise directed by the engineer. All existing vegetation within the repair zone shall be sprayed, and removed, prior to a embankment repair, as per SECTION 11-A, "CLEARING AND GRUBBING," of these Special Provisions. 3 a Asphalt Concrete needed within the approximately 270' long roadway slope repair zone shall be paid for per "PAVEMENT REPAIR," within "ASPHALT CONCRETE," of these Special Provisions. Go I co 0 13-1.04 PAYMENT -- The Contract bid price paid for "UNCLASSIFIED FILL," Go shall be considered as full compensation for providing all materials, tools and equipment, and for doing all the work involved in placing and compacting unclassified fill, slope repair outside the N limits of the MBGR system along northbound Rancho Avenue, including grade to drain where called for on the plans, and disposal of surplus materials not incorporated into the work, per the 'E Plans, the Standard Specifications, these Special Provisions, as directed by the Engineer, and shall O be considered as included in the various Contract bid items of work involved and no additional compensation will be allowed therefor. The Contract bid price paid per Cubic Yard for "EMBANKMENT REPAIR, RANCHO AVENUE,MBGR AREA," shall be considered as full compensation for providing all materials, SP-60 tools and equipment, and for doing all the work involved in placing and compacting unclas e•M•g fill within the limits of the MBGR system along northbound Rancho Avenue, including grade to drain where called for on the plans, and disposal of surplus materials not incorporated into the work, per the Plans, the Standard Specifications, these Special Provisions, as directed by the Engineer, and no additional compensation will be allowed therefor. N Cost of compaction testing ordered by the Engineer shall be paid for in the following manner: rn T 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 U° w same rate that the CITY is charged by the testing soils lab. a R r d 2. Tests which do meet the required relative compaction shall be paid for by the CITY. a 0 N_ N N N Z 0 N W IL IL U W a N F Q a v v a c 3 a v N c0 Go Go aD cl O O N 00 7 N a c m E r v m a SP-61 PacketPg.741 SECTION 14 O14-A ASPHALT CONCRETE N w d d 14-A.1.01 GENERAL -- Asphalt concrete shall comply with the requirements of N Section 203-6, "Asphalt Concrete", and Section 302-5, "Asphalt Concrete Pavement", of the ij Standard Specifications and these Special Provisions. o LL w The Performance Grade of the asphalt concrete shall be PG 64-10. Where dense graded asphalt is being constructed in two or more layers, the asphalt concrete pavement for the base W. course shall be B-PG 64-10. Where dense graded asphalt is being constructed in a single layer or for a finishing course or asphalt concrete overlay, the asphalt concrete pavement shall be C2-PG N 64-10. N r N A tack coat shall be applied, as directed by the Engineer. z 0 fq 14-A.1.02 PAVEMENT REPAIR -- shall comply with the requirements for a © "ASPHALT CONCRETE," and "AGGREGATE BASE," as specified herein, as shown on the a Plans and where directed by the Engineer. The existing localized portions of failed pavement structural section, as shown on the Plans and when directed by the Engineer, shall be completely w removed (remove Asphalt concrete pavement to reach underlying aggregate base material/ _ structural section material). Per the Plans, where removals are in an area that is to be milled, the removals are to be done after milling operations, and shall provide for a minimum placement of 2 a 1-2" of asphalt pavement once underlying sub base or subgrade is compacted to 95% relative d compaction. For pavement structural section removals outside of the areas to be overlaid or 2 capped, removals shall allow for the placement of a minimum of 4" of asphalt concrete pavement over 95% relative compacted sub base or subgrade. Asphalt pavement may be removed by N sawcutting and removal of the existing pavement section, or by milling, as per Plan and as approved and directed by the Engineer. 00 Backfill for trenching under the traveled way shall be compacted to a relative compaction of a minimum of 95%per City Standard Plan No. 310. Aggregate base, crushed, where specified a 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 N and these Special Provisions, for crushed aggregate base. Crushed rock for aggregate base shall be 1/4-inch. x O a 14-A.1.03 CRACK SEALING (ASPHALT CONCRETE PAVEMENT) -- within each roadway's Project limits, all longitudinal and transverse cracks wider than 1/4" shall be cleaned and sealed with a hot-applied rubberized asphalt sealant, prior to placement of an Asphalt SP-62 concrete overlay, or slurry seal, as appropriate. The Engineer shall have the final determin as to which cracks shall be sealed. Q Crack sealing shall not take place until after all milling operations for the roadway have been completed. H Crack sealing will not be required for those portions of roadways to be overlain by an ARAM layer, for all longitudinal and transverse cracks and joints, %Z" in width and smaller, y unless otherwise directed by the Engineer. 7 0 LL With each delivery of crack treatment material to the job site, submit: o a r 1. Manufacturer's name 2. Production location a 3. Product brand or trade name 4. Product designation N 5. Crack treatment trade name 6. Batch or lot number o 7. Maximum heating temperature u, 0 Crack treatment material must be delivered to the job site premixed in cardboard a containers with meltable inclusion liners or in a fully meltable package. Heat hot-applied crack treatment material in compliance with the manufacturer's instructions. Comply with the a manufacturer's application instructions. w The crack sealing material shall be rubberized crack seal by "Crafco," or Engineer- a approved equal. a, m The entire limits of the roadway shall be machine swept within 24 hours prior to crack a treatment. Vegetation removal prior to crack cleaning shall be as specified in "CLEARING AND GRUBBING" of these Special Provisions. Cracks must be cleaned out and dry before treating. ib ca Before treating, blast cracks with oil-free compressed air at a pressure of at least 90 psi. CD If the pavement temperature is below 40 °F or if there is evidence of moisture in the crack, use a hot air lance immediately before applying crack treatment. The hot air lance must not apply ci flame directly on the pavement. a N Cracks greater than 1/4" 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 E manufacturer's instructions. If after 2 days the crack treatment is more than 1/4 inch below the © specified level, the sealant fails, or the crack re-opens, re-treat the crack. a Cracks greater than 1-1/2" wide shall be cleaned full depth by routing and blowing operations. A tack coat must be applied to the edges and then the crack is filled with a fine SP-63 asphalt concrete hot mix approved for skin patch and compacted level with the top of the adj a pavement. © Immediately remove crack treatment material spilled or deposited on the pavement surface. Before opening to traffic, apply sand or the manufacturer's recommended detackifying d agent to tacky crack treatment material within the traveled way. Sweep excess sand before n opening to traffic. Sand applied to tacky crack treatment material must be clean, free of clay, and comply U0 w with: ° a m r m Sand Gradation Sieve Size Percent o Passing No. 4 100 No. 50 0 - 30 y No. 200 0 - 5 0 N O K 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. W a Nl 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 a shall be in accordance with Sub-Section 301-1.6 "Adjustment of Manhole Frame and Cover Sets d to Grade", of the Standard Specifications, SECTION 46, "ADJUST UTILITY FRAME AND COVER TO GRADE" of these Special Provisions, and as directed by the Engineer. 0 Adjusting water valve covers to grade after completion of paving shall be in accordance co with SECTION 25A, "Adjustment of Water Facilities" of these Special Provisions, and as co directed by the Engineer. co 0 0 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 Specifications. v V C d The pavement surrounding the frames and covers shall meet the smoothness requirement r as specified in Sub-Section 302-5.8, "Manholes (and other structures)", of the Standard © Specifications. a SP-64 14-A.1.06 ADJUST NON-CITY UTILITY FRAME AND COVERNAULT Adjusting non-city utility frame and cover/ vault frames and covers to grade after completion of paving shall be performed by others. 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 which can be verified by accessing the California Department of Pesticide Regulation website at: u, U bitp://www.cdpr.ca.gov/docs/label/labelgue.htm#regprods 0 U_ Review and approval by the Engineer of the soil sterilant to be used on this Contract is for a administration purposes only and does not relieve the Contractor from responsibility for d providing and applying a suitable State registered soil sterilant in quantities and rates sufficient for its intended purpose. o N 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 y material is applied. The Engineer shall be the sole evaluator of the effectiveness of the spray o equipment before and during sterilant application, and the Engineer's decision concerning the use w of the equipment on this Contract shall be final. If in the opinion of the Engineer, the sterilant b applicator and application is not sufficient for the job, the Contractor shall immediately adjust, J 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 U) 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 a the rate specified by the manufacturer for the intended purpose, and repeated, as necessary, as d recommended by the manufacturer. Great care shall be taken to apply soil sterilant to the designated areas only. a a a Asphalt concrete may only be placed after proper application and placement of soil ad sterilant and only as recommended by the manufacturer. It should be noted that some manufacturers require more than one soil sterilant application separated by a specific time period ci to be effective. CO N cc The dye shall not stain concrete or masonry where visible. a Full compensation for conforming to the requirements of Soil Sterilant shall be considered as included in Contract bid price paid for the various items of work involved and no additional r compensation will be allowed therefor. a C A 3/<" thick Asphalt concrete leveling course shall be placed on Rancho Avenue, Railroad tracks northerly to Foothill Boulevard, and elsewhere as directed by the Engineer, per Plan and these Special Provisions. The leveling course shall be placed after all crack sealing operations have been completed, and prior to placement of the ARAM interlayer. SP-65 14-A.1.08 AC WALK -- Contractor shall construct a minimum 3" thick AC wa noted per the Plans, these Special Provisions, and as directed by the Engineer. Join between the © existing and new AC walk shall be along a sawcut edge. The walk shall meet grade, cross fall and width as per ADA requirements. 14-A.1.09 ASPHALT CONCRETE DIKE -- Asphalt concrete dike shall be shaped m and compacted with an extrusion machine or other equipment capable of shaping and compacting v, the material to the required cross section, and shall be placed in accordance with the Plans, these U Special Provisions, and as directed by the Engineer. 0 LL In advance of placing dikes on asphalt concrete pavement, the pavement surface shall be a broom cleaned of all loose material and a tack coat shall be applied. The tack coat shall be in d accordance with Section 302-5.4, "Tack Coat," of the Standard Specifications. a 0 N 14-A.1.10 PAYMENT -- The Contract unit bid price paid per Ton for "CONSTRUCT ASPHALT CONCRETE LEVELING COURSE," "CONSTRUCT y ASPHALT CONCRETE PAVEMENT," and "CONSTRUCT ASPHALT CONCRETE o PAVEMENT OVERLAY," thicknesses per Bid Schedule, shall include full compensation for p furnishing all materials, tools, equipment and incidentals, and for doing all the work involved in 0 furnishing, placing and compacting pavement material, sweeping roadway prior to crack treatment, cleaning out all cracks, furnishing and installing crack sealing, furnishing, placement 5 and compaction of asphalt concrete for filling cracks greater than 1 ''/z" width, sand for tackifying Lou operations, sweeping excess sand, tack coat, adjustment of utility frames and covers to grade, as required, replacing survey markers in new pavement, forms, formwork and its disposal, all complete in place, per the Plans, the Standard Specifications, these Special Provisions and as a directed by the Engineer, and no additional compensation will be allowed therefor. m The Contract unit bid price paid per Square Foot for "PAVEMENT REPAIR," Asphalt a concrete pavement thickness per Bid Schedule, shall include full compensation for famishing all materials, tools, equipment and incidentals, and for doing all the work involved in furnishing, placing and compacting pavement material, sweeping roadway prior to crack treatment, cleaning Go out all cracks, furnishing and installing crack sealing sand for tackifying operations, sweeping 9 excess sand,tack coat, adjustment of utility frames and covers to grade, sawcutting and removing, 0 or milling and removing existing Asphalt concrete pavement structural section as required, ci co disposal of removed materials, scarifying, placing and compacting existing or contractor supplied underlying base or subgrade materials to bring subgrade/ subbase to grade to support new pavement placement, replacing survey markers in new pavement, 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. R O a The Contract unit bid price paid per Square Foot for "CONSTRUCT AC WALK, 3" THICKNESS," per Bid Schedule, shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the work involved in furnishing, placing and compacting AC walk, Asphalt Concrete, unclassified excavation, unclassified fill, and cleaning SP-66 and grubbing, disposal of removed materials, all complete in place, per the Plans, the S Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. The Contract unit price paid per Linear Foot for "CONSTRUCT ASPHALT CONCRETE DIKE," per Bid Schedule, shall include full compensation for furnishing all a materials, tools, equipment and incidentals, and for doing all the work involved, including sawcut d and removal of existing asphalt concrete pavement and roadway shoulder, compaction of underlying materials, providing suitable replacement material if underlying material cannot be compacted to achieve 95% relative compaction, cleaning of the asphalt surfacing, applying tack coat and furnishing asphalt concrete, all for forming and placing the 8" high asphalt concrete dike and supporting pad, complete in place, per the Plans, the Standard Specifications, these Special s Provisions, and no additional compensation will be allowed therefor. o! v Cost of compaction testing ordered by the Engineer shall be paid for in the following N N manner: Lh 6f 1. Tests which do not meet the required relative compaction shall be paid for by the o Contractor, as a deduction from this Contract. The Contractor shall pay the price at the N same rate that the CITY is charged by the testing soils lab. 0 a J © 2. Tests which do meet the required relative compaction shall be paid for by the CITY. a U W a Adjusting water valve enclosures to grade following the Contractor's paving operations 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 a allowed therefor. d 9 V C N W 06 W W M O O N M V N a. w C d L U t6 Q O SP-67 PacketPg. 747 14-B ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) © 14-B.1.01 GENERAL -- This work item includes all work items and deliverables associated with furnishing, supplying and placing Asphalt Rubber Aggregate Membrane (ARAM) as a roadway interlayer per the Plans, these Special Provisions, and in accordance with the Standard Specifications. Asphalt Rubber Hot Mix shall consist of a mixture of paving asphalt, asphalt modifier, U crumb rubber modifier (CRM), and aggregate mixed in a central mixing plant, in accordance with Subsection 203-11, "ASPHALT RUBBER HOT MIX (ARHM) WET PROCESS," and Subsection U° 302-10, "ASPHALT RUBBER AGGREGATE MEMBRANE," all conforming to these Special a Provisions. " r d Delete in their entirety the following from the Standard Specifications: o N Subsection 203-11.2.4, "Aggregate," Subsection 203-11.3, "Composition and Grading," and Table 203-11.3 (A), "REQUIREMENTS FOR ARHM-GG." N Z O N Delete the third Paragraph of the Subsection 203-11.4, "Mixing," of the Standard Specifications, and replace with the following: a � The proportions of the materials, by total weight of asphalt-rubber binder, shall be a 79% + 1% combined paving asphalt and asphalt modifier, and 21% + 1% CRM. However, the minimum amount of CRM shall not be less than 20%. Lower values shall not be rounded up. The temperature of the blended asphalt and modifier shall be between a 375°F (190°C) minimum and 440°F (226°C) maximum when the CRM is added. The temperature shall not exceed 10°F (6°C) below the actual flash point of the mixture. The CRM shall be combined and mixed together in an asphalt-rubber mechanical blender M' meeting the requirements of 203-11.5. The combined asphalt and CRM shall be pumped v into a storage/reaction tank or distributor truck meeting the requirements of 203-11.5. The ca required mixing/reaction time shall be 45 minutes minimum. The temperature of the asphalt-rubber mixture shall be between 385°F (196°C) minimum to 415°F (213°C) maximum during the reaction period. After reacting, the asphalt rubber binder shall conform to the requirements in Table 203-11.4(A). N I Delete the Paragraph following a) Precautions, of Subsection 203-11.4.1, "Hand Held y Viscometer Test," of the Standard Specifications, and replace with the following: E r a) Precautions a This test method may involve hazardous materials, operations and equipment. This test method does not purport to address all the safety issues associated with its use. It is the responsibility of the user of this test method to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. SP-68 Delete in their entirety the following from the Standard Specifications: Q Subsection 203-11.6, "Mix Designs and Certifications," and Subsection 203-11.7, "Miscellaneous Requirements." N To Subsection 302-10.1, "Application," of the Standard Specifications, add the following: N The Contractor or Subcontractor placing the ARAM shall hold a valid permit to U operate from the jurisdictional air quality agency at the time of submission of the Bid and at all times during ARAM placement. The Contractor shall be solely responsible for L° w delays and associated cost increases due to the Contractor's or its subcontractor's failure to a maintain a valid permit to operate, and for any cessation in operations ordered by the d jurisdictional air quality agency. a Delete the Paragraph in Subsection 302-10.1, "Application," of the Standard Specifications, which begins with "The asphalt rubber mixture...", and ends with "...conform to the viscosity requirements," and replace with the following: y z 0 The asphalt rubber mixture may be applied to the roadway immediately following y mixing and reacting at a temperature between 375°F (191°C) minimum to 425°F (218°C) b. maximum. However, if the material is not to be used within 6 hours of mixing, the J mixture shall be allowed to cool below 300°F (149°C) for 12 hours maximum, or to a ambient temperature for longer periods, and shall be uniformly reheated to a temperature a between 375°F (191°C) minimum to 425°F (218°C) maximum at time of placement and conform to the viscosity requirements. a Contractor shall prohibit traffic on the portion of each street treated with ARAM until the treated portion initial sweeping is complete. Prior to opening the streets to traffic, "Loose Gravel," C6 signs, and appropriate speed-reduction signs conforming to local, State, and Federal 2 regulations shall be posted and maintained by the Contractor. These signs shall remain in place until there is no further dislodging of the cover aggregate. Go CO 14-B.1.02 FLUSH COAT -- This work shall consist of the application of fog seal coat CO and rock dust blotter material to the surface of all areas of ARAM, and shall comply with CO j Subsection 302-10.3, "Flush Coat," of the Standard Specifications, these Special Provisions, and as directed by the Engineer. y C °I A fog seal coat shall be applied to the surface of the ARAM when the time period between E ARAM placement and final surface AC overlay is to exceed seven calendar days, or as otherwise Cdirected by the Engineer. a SP-69 Packet Pg. 749 When directed to be applied by the Engineer, fog seal coat shall be applied to the immediately after removal of excess screenings following initial brooming of the ARAM and prior to opening the lane to uncontrolled public traffic. Asphaltic emulsion (fog seal coat) shall be applied to the surface of the ARAM and shall be grade CSSI or CSS1H, per Section 203-3, "EMULISIFIED ASPHALT," of the Standard Specifications, unless otherwise ordered by the Engineer. m The application rate of the fog seal coat (asphaltic emulsion and an equal amount of water) shall be such that the diluted asphaltic emulsion will be spread at a rate of 0.06 gal./yd' (0.27 LL L/m2) minimum to 0.12 gal./yd (0.54 L/m2) maximum. The exact rate of application will be o a determined by the Engineer. t d During fog seal coat operations the surface upon which an ARAM is being applied shall o be closed to the public traffic. Care shall be taken to avoid tracking fog seal coat material onto existing pavement surfaces beyond the limits of construction. N 6M Z Delete Subsection 302-10.5, "Measurement and Payment," of the Standard Specifications, w and replace with the following: o a a 14-B.1.03 PAYMENT -- The Contract unit bid price paid per Square Yard for a "ASPHALT RUBBER AGGREGATE MEMBRANE," per Bid Schedule, shall include full w compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the 0- work involved in sweeping roadway prior to crack treatment, cleaning out all cracks, Punishing and installing crack sealing, protection of utility frames and covers and replacing survey markers a as required, furnishing, placing, rolling, compacting and sweeping the ARAM material, and a furnishing and applying rock dust blotter to all areas of ARAM, where directed by the Engineer, 2 complete in place, per the Plans, the Standard Specifications,these Special Provisions, as directed by the Engineer, and no additional compensation will be allowed therefor. a e N The Contract unit bid price paid per Square Yard for"FLUSH COAT," per Bid Schedule, e shall include full compensation for furnishing all materials, tools, equipment and incidentals, and co for doing all the work involved in sweeping roadway prior to flush coat treatment, protection of o utility frames and covers, furnishing and placing all areas of flush coat, where directed by the N Engineer, complete in place, per the Plans, the Standard Specifications, these Special Provisions, N as directed by the Engineer, and no additional compensation will be allowed therefor. Flush Coat a is a deletable item, and payment to the Contractor for placement of Flush Coat shall only be made u when flush coat has been placed as directed by the Engineer. t x a SP-70 14-C MICRO-GRIND EXISTING ASPHALT OR CONCRETE SURFACES (EXTRA WORK) 14-C.1.01 GENERAL -- This work shall consist of micro-grinding existing Asphalt concrete and Portland cement concrete surfaces when directed by the Engineer. The work could occur on any or all four roadways within this Contract. Micro-grinding on this Contract, when directed to occur by the Engineer, shall be conducted in accordance with Section 3-3, "EXTRA d WORK," of the Standard Specifications. U In general, areas to be micro-ground, when directed by the Engineer, could include: c LL Y- O • longitudinal and transverse joints, to smooth out raised Asphalt concrete at existing pavement joints; d� • along spot and longitudinal locations within existing curb and gutter, to ensure unimpeded gravity drainage; N • spot locations in the existing roadway,to smooth out surface discontinuities; N • spot locations at existing sidewalk, to ensure trip and fall hazards are removed; and h • elsewhere as directed by the Engineer. o as Grinding equipment for micro-grinding Asphalt concrete and Portland cement concrete o surfaces shall use diamond or tungsten carbide blades mounted on a self-propelled machine a designed for grinding and texturing asphalt and concrete surfaces. Micro-grinding equipment that a causes raveling, aggregate fracturing, or spalling, or that damages the transverse or longitudinal a pavement joints shall not be used. w Micro-grinding Asphalt and Portland cement concrete surfaces shall result in a parallel a corduroy texture consisting of grooves 0.08-inch to 0.12-inch wide with 55 grooves to 60 grooves 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. a a It shall be the Engineer's decision as to which locations shall be micro-ground. N ad The ground surface at transverse joints or cracks will be tested with a 12-foot f2-1/2 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 N straightedge. N a 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 f2-1/2 E 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. a Crack sealing where required per the Plans and these Special Provisions shall be completed subsequent to micro-grinding operations. SP-71 Micro-grinding shall begin and end at lines parallel or normal, as appropriate, t� 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 considered for payment once. The Contractor shall remove and dispose of all residues from micro-ground surfaces in a manner and at a location to satisfy environmental regulations. Residue will not be allowed to m encroach into open lanes or enter into closed drainage systems. u, 14-C.1.02 MEASUREMENT -- Micro-grinding of Asphalt concrete and Portland W cement concrete surfaces will be measured by the Square Foot. The measurement will be the final a textured surface area regardless of the number of passes required to achieve acceptable results. m z a 14-C.1.03 PAYMENT — "MICRO-GRIND EXISTING ASPHALT OR N CONCRETE SURFACES," shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the work involved in micro-grinding various Asphalt N concrete or Portland cement concrete surfaces, including hauling and disposal of grinding residue, o per these Special Provisions. This is an Extra Work item and will only be undertaken as directed w by the Engineer. a (\�+ J W a fA F a a v m a c a v v N O W 00 O M O O N CO N N r a Y C m E r v m z a SP-72 PacketPg. 752 SECTION 15 © 15-1 UNTREATED BASE (PATCHING & FLATWORK) d d 15-1.01 GENERAL -- Untreated Base shall comply with requirements of Section n 200-2, "Untreated Base Materials," and Section 301-2, "Untreated Base," of the Standard Specifications and these Special Provisions. 0 LL Untreated base shall be used where directed by the Engineer to correct a subsurface a problem. d t Delete Section 301-2.4, "Measurement and Payment," of the Standard Specifications, and o substitute the following: N r Full compensation for UNTREATED BASE (PATCHING & FLATWORK), per Bid y Schedule, shall include but not be limited to furnishing all the materials required under all o Asphalt concrete pavement and other flatwork in the Project, per the Plans, the Standard y Specifications, these Special Provisions and as directed by the Engineer, shall be z considered as included in the Contract unit bid price per Ton, and no additional J compensation will be allowed therefor. I + W V a The quantity set forth in the bid item for UNTREATED BASE (PATCHING & FLATWORK), in Tons, per Bid Schedule, is an anticipated amount only to establish a unit price. No adjustment in compensation will be made in the Contract unit bid price for a 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 Section 3-2, "Changes Initiated by the Agency," of the Standard Specifications, shall not a apply to the item of UNTREATED BASE(PATCHING & FLATWORK). 0 N CO Cost of compaction testing ordered by the Engineer shall be paid for in the following CO manner: ci 0 1. Tests which do not meet the required relative compaction shall be paid for by the CO Contractor, as a deduction from this Contract. The Contractor shall pay the price at the cm same rate that the CITY is charged by the testing soils lab. Y C 2. Tests which do meet the required relative compaction shall be paid for by the CITY. i M x a SP-73 PacketPg. 753 8.M.g SECTION 16 0 16-1 PORTLAND CEMENT CONCRETE 16-1.01 GENERAL -- Portland cement concrete construction shall comply with m Section 201-1, "Portland Cement Concrete", and Section 303-5, "Concrete Curb, Walks, Gutters, U) Cross Gutters, Alley Intersections, Access Ramps and Driveways", of the Standard Specifications, as shown on the Plans, CITY Standard Plans, SPPWC Standard Plans, CALTRANS Standard Special Provisions and Plans, these Special Provisions, and as directed by U' w the Engineer. t m In the course of the work, Contractor will be removing existing roadway features as well as resident-owned hardscape and landscape and irrigation works. Contractor is to re-establish o irrigation works and any hardscape damaged by Contractor forces beyond the limits of the work 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 o Provisions, and replace with the following: y 0 kX Portland cement concrete for all flatwork shall be Class 560-C-3250, with a maximum j slump of four inches (4"), except that Contractor may substitute Class 520-C-2500 for g U sidewalk work only. a M F 16-1.02 PCC CURB & GUTTER -- Portland cement concrete curb and gutter shall a be constructed in accordance with CITY Standard Plan 200, Type `B," per Plan, and as directed , by the Engineer. V a v v 16-1.03 PCC CURB -- Portland cement concrete curb shall be constructed in accordance with modified CITY Standard Plan 200, Type `B", per Plan, and as directed by the CO Engineer. Gutter flow line shall be set from top of adjacent PCC curb, minus 8", draining by gravity flow (no ponding). Drill and Bond Dowel for connecting new PCC curb to existing PCC gutter shall comply with Section 40-2.03, "Dowel Bars," of the CALTRANS Standard ci Specifications. a U) 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 t are directed to be placed per these Special Provisions or as directed by the Engineer, into clean R 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 curing. Leave the supported dowel bars undisturbed until chemical adhesive has cured a SP-74 minimum time instructed by the manufacturer. If the Engineer rejects dowel bars, drill new adjacent to the rejected holes, place new dowel bars, and securely bond to the concrete. O Doweled bars are to be a minimum of 12" in length, placed a minimum of 3" into existing PCC gutter, and at a spacing of 4'-0" on center, or a minimum of 2 doweled bars equally spaced per replacement PCC curb section, if the replacement section is less than 4' in length. Dowel Bars shall be #4 bar reinforcing steel. d y Epoxy sealant shall be used to connect the replacement PCC curb to the existing PCC gutter, and shall be Sikadur 32, Hi-Mod (high modulus, high strength, epoxy bonding/ grouting adhesive) epoxy bond, or Engineer-approved equal. Epoxy bond shall be applied to the face of the existing PCC gutter as per manufacturer's recommendations, for the length of each replacement a section of PCC curb. a 16-1.04 PCC GUTTER -- Portland cement concrete gutter shall be constructed in accordance with modified CITY Standard Plan 200, Type `B" gutter, per Plan, and as directed by V the Engineer. Width shall be per plan and details. Gutter flow line shall be set from top of N adjacent PCC curb, minus 8", draining by gravity flow (no ponding). Drill and Bond Dowel for o connecting new PCC gutter to existing PCC curb shall comply with Section 40-2.03, "Dowel Us Bars," of the CALTRANS Standard Specifications. z a O Chemical adhesive for drilling and bonding dowel bars shall comply with Section 40-2.05, a "Chemical Adhesive," of the CALTRANS Standard Specifications. Drill and bond dowel bars a are directed to be placed per these Special Provisions or as directed by the Engineer, into clean drilled holes in compliance with the chemical adhesive manufacturer's instructions. Holes shall be dry at the time of placing the chemical adhesive and dowel bars. Immediately after inserting a the dowel bars into the chemical adhesive, support the dowel bars to prevent movement during curing. Leave the supported dowel bars undisturbed until chemical adhesive has cured a minimum time instructed by the manufacturer. If the Engineer rejects dowel bars, drill new holes a adjacent to the rejected holes, place new dowel bars, and securely bond to the concrete. N M Doweled bars are to be a minimum of 12" in length, placed a minimum of 3" into existing CO PCC curb, and at a spacing of 4'-0" on center, or a minimum of 2 doweled bars equally spaced per replacement PCC gutter section, if the replacement section is less than 4' in length. Dowel Bars shall be #4 bar reinforcing steel. ci CO a N r Epoxy sealant shall be used to connect the replacement PCC gutter to the existing PCC N curb, and shall be Sikadur 32, Hi-Mod (high modulus, high strength, epoxy bonding/ grouting adhesive) epoxy bond, or Engineer-approved equal. Epoxy bond shall be applied to the face of the E existing PCC curb as per manufacturer's recommendations, for the length of each replacement © section of PCC gutter. a 16-1.05 PCC CROSS GUTTER (WITH OR WITHOUT SPANDRELS) -- Portland cement concrete cross gutter, 72" wide, or portion thereof, and curb and spandrels, shall be SP-75 Packet Pg. 755 constructed in accordance with CITY Standard Plan 201, per Plan and as directed b 6•M•g Engineer. For purposes of payment, this work item includes cross gutter and spandrel work combined into one pay item. On Windsor Drive, at its northerly intersection with Roxbury Street and Oakhurst Street, Portland cement concrete spandrels shall not be constructed. On Windsor Drive, at its southerly intersection with Roxbury Street and Oakhurst Street, Portland cement concrete spandrels shall be constructed. d d y 16-1.06 PCC SIDEWALK -- Portland cement concrete sidewalk shall be constructed in accordance with the CITY Standard Plan 202, Case "A" or Case "B",per Plan, and as directed by the Engineer. PCC sidewalk shall have the same surface pattern or scoring as per LL the adjacent panels. L d d' 16-1.07 PCC ADA BYPASS -- Portland cement concrete ADA Bypass shall be o constructed in accordance with modified CITY Standard Plan 203, per Plan, and as directed by the Engineer. Per the Plans, ADA Bypass may be constructed as a bypass to an existing driveway (joining with but not replacing the driveway approach or driveway), or as a bypass to existing y above ground obstructions (such as at utility poles, traffic sign posts, etc.). PCC ADA Bypass o shall provide a minimum of 48" in width between above ground obstructions, unless otherwise directed by the Engineer. Relocation and restoration of existing irrigation works, relocation and restoration of minor fencing, etc. needed to accommodate PCC ADA bypass shall also be J C included in this work item. g U W a N 16-1.08 PCC RESIDENTIAL DRIVEWAY APPROACH -- Portland cement concrete residential driveway approach shall be constructed in accordance with CITY Standard a Plan 203, as modified per the Plans, and as directed by the Engineer. v a 16-1.09 PCC COMMERCIAL DRIVEWAY APPROACH -- Portland cement concrete residential driveway approach or portion thereof shall be constructed in accordance with o CITY Standard Plan 204, as modified per the Plans, and as directed by the Engineer. co M 0 m 16-1.10 PCC ALLEY INTERSECTION APPROACH -- Portland cement concrete alley intersection approach shall be constructed in accordance with SPPWC Standard Plan 130-2, the Plans, these Special Provisions, and as directed by the Engineer. y d E 16-1.11 PCC CURB RAMP -- Portland cement concrete curb ramp shall be constructed in accordance with CALTRANS Standard Plan A88A, 2010 Edition, per Plan, and as C directed by the Engineer. This work item includes grinding and disposal of all or portions of existing PCC curb, to accommodate construction of a PCC curb ramp, where noted on the Plans, or the removal and construction of depressed PCC curb and gutter, in lieu of grinding existing PCC curb and gutter. SP-76 Packet Pg.756 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 improvements, subject to concurrence of the Engineer. H 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 u, 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 Nos. A88A. Corner record transit ties shall be performed and L° recorded prior to existing removals. a A t v The Contractor shall be responsible for modifying traffic signal and highway lighting conduit and conductors when adjusting pull boxes in curb ramp areas. Adjustments to pull boxes o may be adjusting to grade, or translational (relocations) within the allowable conduit slack for N each interfering pull box. Contractor shall be responsible for replacement of any pull boxes and/or pull box covers damaged prior to and/or during construction. Contractor shall also protect N in place all utility poles, traffic signal poles and their foundations, pole mounted traffic signal o pushbuttons and their foundations, and traffic signal controller boxes and their foundations, y including forming concrete surrounding their foundations, when such foundations are within the 0 area of placement of a new access ramp. a The Contractor shall protect all existing structures and facilities which are adjacent to the a limits of the work to be done under this Contract, in accordance with Section 7-9, "Protection and w Restoration of Existing Improvements," of the Standard Specifications and these Special 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 m these Special Provisions. 3 a a v 16-1.12 MODIFY EXISTING CURB RAMP -- Where noted on Plans, Contractor C shall grind the lip at the bottom of existing curb 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, and as directed by the Engineer. ci co N r It is the Contractor's responsibility to verify that the existing curb ramp can be y modified to meet current ADA requirements, prior to initiating work on the existing curb ramps. There will be no payment of any kind for modified curb ramps that do not meet E current ADA Standards and CALTRANS Standard Plan A88A. R © a 16-1.13 BONDING -- Joints between new and existing concrete shall be given surface preparation as follows: SP-77 1. Joints made with the mass of existing concrete by cutting, chipping, or grinding sha be cleaned free of all loose deleterious material by thorough brooming and compressed air jetting. 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 N exposed by rock hammer abrasive blast cleaning or machine scarifying. v, 16-1.14 SLOT PAVING -- Asphalt concrete roadway pavement removed and replaced to accommodate placement of new PCC cross gutter and spandrels, gutter, curb and W gutter, residential and commercial driveway approaches, and curb ramps (the area that is left after a removing concrete forms from cross gutters and spandrels, gutters, curb and gutter, driveway d approaches, etc.), as per plan, shall be paid separate under "PAVEMENT REPAIR," of these Special Provisions, and no additional compensation will be allowed therefor. o N N r 16-1.15 PAYMENT -- The Contract unit bid price paid per Linear Foot for "PCC N CURB AND GUTTER," "PCC CURB," and "PCC GUTTER," per Bid Schedule, shall o include full compensation for furnishing all materials, tools, equipment and incidentals, and for w doing all the work involved in constructing Portland cement concrete curb, curb and gutter, and 0 gutter, including saw cutting and removal of existing concrete, furnishing, drilling and bonding j © dowels into existing PCC curb, epoxy bonding the new PCC gutter to existing PCC curb, any a unclassified excavation and/or unclassified fill, furnishing and placing Portland cement concrete, a 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. a a v d The Contract unit bid price paid per Each for "PCC CURB RAMP," "PCC CROSS GUTTER WITH SPANDRELS," "PCC CROSS GUTTER WITHOUT SPANDRELS," "PORTION OF PCC CROSS GUTTER," and "PCC ALLEY INTERSECTION APPROACH," 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, cross gutter and appurtenant spandrels and curb, and alley approach intersections including saw cutting and removal of existing concrete, grinding and disposing of all or of portions of existing PCC curb to accommodate curb ramps, or removal and reconstruction of ci co depressed PCC curb and gutter appurtenant to curb ramp, adjusting water valves and traffic pull boxes to grade, restoring irrigation system, any unclassified excavation and/or unclassified fill, y 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 E no additional compensation will be allowed therefor. Z Q a The Lump Sum Contract unit bid price paid for "PORTION OF PCC CROSS GUTTER," 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 portion of Portland cement concrete cross gutter and appurtenant spandrels including saw cuttin and SP-78 Packet Pg. 758 removal of existing concrete, adjusting water valves and traffic pull boxes to grade, furni 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. The Contract unit bid price paid per Square Foot for "PCC SIDEWALK," "PCC ADA BYPASS," "PCC RESIDENTIAL DRIVEWAY APPROACH," and"PCC COMMERCIAL DRIVEWAY APPROACH," per Bid Schedule, shall include full compensation for furnishing y all materials,tools, equipment and incidentals, and for doing all the work involved in constructing 9 Portland cement concrete sidewalk, residential and commercial driveway approaches, including saw cutting and removing existing concrete, adjusting water valves and traffic pull boxes to LL w grade, restoring irrigation system, performing unclassified excavation and unclassified fill, a asphalt concrete repair, minor existing fencing removal/ relocation/ restoration, if required, furnishing and placing Portland cement concrete, per the Plans, the CITY Standard Plans, Standard Specifications, SPPWC Standard Plans, CALTRANS Standard Plans and CALTRANS o Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. t!1 The Contract unit bid price paid per Each for "MODIFY EXISTING CURB RAMP," o per Bid Schedule, shall include full compensation for furnishing all materials, tools, equipment y and incidentals, and for doing all the work involved, including grinding the lip of existing curb 0 ramp and disposal of existing concrete, furnishing and installing detectable warning surface, j complete in place, per the Plans, the CALTRANS Standard Plans, the CALTRANS Standard a Specifications, these Special Provisions, and as directed by the Engineer, and no additional a compensation will be allowed therefor. There will be "No Payment" of any kind for any new or modified curb ramps that do not a meet current ADA Standards and the CALTRANS Standard Plan No. A88A. The cost to re-establish irrigation works and any hardscape impacted or damaged by a Contractor forces beyond the limits of the work is to be included in the various Contract items of work involved and no additional compensation is to be allowed therefor. W o m N W 7 N r a c m E r m m x Q SP-79 SECTION 17 17-1 COLD MILLING d 17-1.01 GENERAL -- Cold milling operations shall be performed in accordance N 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. 0 U. Existing asphalt concrete shall be milled at the locations and to the dimensions shown on o the Plans and as included in these Special Provisions. s d o: The cold milling machine shall have a cutter head at least 30 inches wide and shall be operated so as not to produce fumes or smoke. The rotor teeth shall cut in an upward direction as N to the direction of travel reducing the size of material until the desired gradation has been achieved. Lh fp Z The depth, width, and shape of the cut shall be as indicated on the typical cross sections or y as directed by the Engineer. The final cut shall result in a uniform surface conforming to the o typical cross sections. The outside lines of the milled area shall be neat and uniform. The road a surfacing to remain in place shall not be damaged in any way. a LU LU The material milled from the roadway surface, including material deposited in existing gutters or on the adjacent traveled way, shall be immediately removed. The removal crew shall follow within 50 feet of the planer, unless otherwise directed by the Engineer. a a v Milling of asphalt concrete pavement will be measured by the Square Foot, or the Linear Foot, as per Bid Schedule. The quantity to be paid for will be the actual area of surface milled S irrespective of the number of passes required. `* coa N 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 1 milling operations, or as otherwise directed by the Engineer. ci a N Payment for Crack Sealing for all roadways in this Contract shall be per Section 14-A, y ASPHALT CONCRETE," of these Special Provisions. d E Where transverse joints are milled in the pavement at conform lines, no drop-off shall a remain between the existing pavement and the milled area when the pavement is opened to public a traffic. SP-80 Packet Pg 760 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 H completely removed, including removing all loose material from the underlying surface, before placing the permanent surfacing. Temporary tapers shall remain in place no longer than the above 72 hour limit required for the application of new pavement surfacing after cold milling. LL w 0 a A L d 17-1.02 PAYMENT -- The Contract bid price paid per Square Foot for "COLD MILL HEADER CUT," depth and width per Plan, per Bid Schedule, shall include full o compensation for conforming to the requirements of this Section, for furnishing all materials, tools, equipment and incidentals, and for doing all work involved in cold milling header cuts in asphalt concrete surfacing, including disposal of material milled from the site, per the Plans, the y Standard Specifications, these Special Provisions and as directed by the Engineer, and no 0 additional compensation will be allowed therefor. y 0 z The Contract bid price paid per Linear Foot for "COLD MILL WEDGE CUT," depth J and width per Plan, per Bid Schedule, shall include full compensation for conforming to the requirements of this Section, for furnishing all materials, tools, equipment and incidentals, and for a doing all work involved in cold milling wedge cuts in existing asphalt concrete surfacing, variable depth and section widths per the Plans, including disposal of material milled from the site, per the Plans, the Standard Specifications, these Special Provisions and as directed by the Engineer, and a no additional compensation will be allowed therefor. v c 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 in the Contract bid price paid per Square Foot for "COLD MILL HEADER CUT," or per co Linear Foot for"COLD MILL WEDGE CUT," of asphalt concrete pavement and no additional compensation will be allowed therefor. 9 0 N co N N r a c m E L v m SP-81 0 © SECTION 18 THROUGH 19 N d d N T U BLANK 0 t 0 O a A t N Q: r a O N N r N N Z 0 7 w a J ® Q U W a U) w Q a w v C 7 a a v N r M O O N W 7 N a c m E r U R Q SP-82 PacketPg. 762 ® SECTION 20 20-1 THERMOPLASTIC TRAFFIC STRIPING, PAVEMENT MARKING,AND RAISED PAVEMENT MARKERS, REFLECTORIZED H Y d d Y N T Y 20-1.01 GENERAL - The application of traffic striping, pavement markings and raised pavement markers shall conform to the requirements of Section 210-1.6, "Paint for LL Traffic Striping, Pavement Marking, and Curb Marking", Section 214, "Pavement Markers", a Section 310-5.6, "Painting Traffic Striping, Pavement Markings, and Curb Markings" and Section d 312, "Pavement Marker Placement and Removal" of the Standard Specifications and these Special Provisions. o N 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. w The paint shall contain pre-mixed glass beads with additional glass beads to be mechanically o applied when the paint is applied, in accordance with Section 210-1.6.5, "Reflective Material", of y the Standard Specifications. Pavement markings and traffic stripes are to conform to pavement 0 delineation plates. °J a U Thermoplastic material for traffic stripes shall be applied at a minimum thickness a. of 0.080-inch. Thermoplastic traffic stripes and pavement markings shall be placed a minimum of a 6 working days after paving is completed. C C 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 N co The CALTRANS Standard Plans details referenced on the Plans and elsewhere within CO 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, C4 emphasis shall be given to matching dimensions of adjoining improvements, subject to concurrence of the Engineer. y r c The limits of the work shall include all striping as delineated per the Plans, as well as the r restriping of Rancho Avenue, from Rialto Avenue southerly to Walnut Street. The restriping work on this portion of Rancho Avenue is to be placed atop of, and match, the existing striping. In addition, Contractor is directed to the Appendix to these Special Provisions, for an additional detail covering striping of northbound Rancho Avenue, from 325 feet south of to Rancho Avenue. SP-83 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, including the restriping of the portion N of Rancho Avenue between Rialto Avenue and Walnut Street, in the application of thermoplastic m pavement traffic striping and raised pavement markers (RPM) per the Plans, the CALTRANS y Standard Plans and the latest edition of the California Manual on Uniform Traffic Control Devices (CA MUTCD) Figures, the CALTRANS Standard Specifications, the Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional LL w compensation will be allowed therefor. a cc r d e 0 N_ N P Lh z Z O N O K a J U W IL w F- a a a d v c a v a N W ad CD r O e+1 O W N co a N r a. (A c d E v R x a SP-84 Packet Pg. 764 SECTION 21 THROUGH SECTION 22 N M d d L BLANK T U L 3 O t w O 9 A L d V O N_ N r N z 2 O y O a J © U W IL o: a a v a a c a v v N co co r M O N CD 7 N r IL y c d E r O R Y SP-85 PacketPg. 785 SECTION 23 ® 23-1 ROADSIDE SIGNS AND POSTS N 23-1.01 GENERAL -- Relocation and new installation of roadside signs and posts, m 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 (MUTCD), and these Special Provisions. 0 U. Roadside signs on single post, shall be installed in accordance with the CITY's Standard a Drawing No. 504, and as directed by the Engineer. "STOP" (RI-1) o "NO PARKING ANYTIME" (R26) cm "BIKE LANE" (R81) All other signs in the Project per the Plans or as directed by the Engineer. y z 0 The CALTRANS Standard Plans details referenced on the Plans and in the Bid T Documents, and the related figures from the California Manual on Uniform Traffic Control 0 Devices (CA MUTCD) are included in the APPENDIX and made a part of these Special J Provisions. All work shall conform to the above standards to the extent feasible; however, a emphasis shall be given to matching dimensions of adjoining improvements, subject to a concurrence of the Engineer. The Contractor shall obtain approval from the Engineer regarding type of material and a required installation prior to placement of any sign posts. v C New installation shall not impede into required ADA access distance around obstacles. A a minimum clearance of 48" shall be maintained. a N M For purposes of measurement and payment, multiple signs installed on a single post shall 00 be considered and paid as a single sign. Go co 23-1.02 PAYMENT - The Contract unit bid price paid per Each for "FURNISH AND ci INSTALL SIGN," 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 N 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 E Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. a SP-86 SECTION 24 C24-1 INDUCTIVE LOOP DETECTOR d d 24-1.01 GENERAL - Inductive loop detectors shall conform to the provisions in n Section 209, "Street Lighting and Traffic Signal Materials" and Section 209-5.8, "Detectors" of the Standard Specifications, the CALTRANS Standard Specifications and Standard Plans, latest editions in effect on the first day of the advertised "Notice Inviting Sealed Bids" for this Project, U. and these Special Provisions. 0 r The work herein includes installation of replacement (Rialto Avenue at Rancho 02 Avenue, Windsor Drive at Baseline Street, and 21' Street at Valencia Avenue) 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 Specifications, and these Special Provisions. Lh ii Z O y 24-1.02 MAINTAINING EXISTING AND TEMPORARY ELECTRICAL o SYSTEM - Traffic signal system shutdowns shall be limited to periods between the hours of o- o- 9:00 a.m. and 3:00 p.m. 1� U w a The Contractor shall place "STOP AHEAD" and "STOP" signs to direct vehicle and pedestrian traffic through the intersection during traffic signal system shutdowns. All signal faces shall be covered when the system is shutdown overnight. Temporary "STOP AHEAD" and a IL "STOP" signs shall be either covered or removed when the system is turned on. v c "STOP AHEAD" and "STOP" signs shall be furnished by the Contractor and shall a conform to the provisions in Section 12-3.06, "Construction Area Signs", of the CALTRANS 7 Standard Specifications. Minimum size of"STOP" signs shall be 36 inches. N 06 co 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 m directed by the Engineer. N v N r Full compensation for furnishing, installing, maintaining and removing temporary "STOP w 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 signal items 'E involved, and no additional compensation will be allowed therefor. x a SP-87 Packet Pg. 767 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. Plastic pull boxes will not be allowed. N Mark all covers "CITY OF SAN BERNARDINO" and"TRAFFIC". m M N Pull Boxes shall be secured with a locking pull box insert, as manufactured by McCain Incorporated, (760) 727-8100, or approved equal. The Contractor shall provide a MASTER® lock with two (2) keys, per type and key number provided by the Engineer, for each locking pull box W w insert. ° a r d 24-1.04 CONDUCTORS - Conductors and wiring shall conform to the provisions o in Section 209-5.8.2.3, "Conductors", of the Standard Specifications and these Special Provisions. N N r Loop wire shall be Type 2. N Z 0 Loop detector lead-in shall be Type C. N 0 Nylon jacketed conductors shall not be used. J a Splices shall be insulated by Method"B" as provided on Caltrans Standard Plan ES-13A. a tq F 24-1.05 INDUCTIVE LOOP DETECTOR - Inductive loop detectors shall conform a to the provisions in Section 209-5.8.2, "Inductive Loop Detectors" of the Standard Specifications, m and these Special Provisions. a The Contractor shall install a 6 foot diameter circular loop, Type E, at the locations as shown on the Plans and as directed by the Engineer. The sides of the slot shall be vertical and the 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 0 Cq of circular loops shall be filled with elastomeric sealant or hot-melt rubberized asphalt sealant. N CO a N r 24-1.06 SEALANT - Elastomeric sealant or hot-melt rubberized asphalt sealant N shall conform to the provisions in Section 209-5.8.2.4, "Sealants," of the Standard Specifications, and these Special Provisions. E t © Residue resulting from slot cutting operations shall not be permitted to flow across shoulders or lanes occupied by public traffic and shall be removed from the pavement surface. SP-88 Packet Pg. 768 Slots shall be filled with elastomeric sealant or asphaltic emulsion sealant. © Slots in asphalt concrete pavement shall be filled with asphaltic concrete sealant as follows: N After conductors are installed in the slots cut in the pavement, paint binder shall m 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. 7 Temperature of sealant material during installation shall be above 70°F. Sealant U. w placed in the slots shall be compacted by use of an 8-inch diameter by 1/8-inch thick a steel hand roller or other tool approved by the Engineer. Compacted conductor coverage shall be one inch. Excess sealant remaining after rolling shall not be reused. On completion of rolling,traffic will be permitted to travel over the sealant. o N_ N 24-1.07 TESTING - The Contractor shall test inductive detector loops in y accordance with Section 86-2.14B, "Field Testing," of the CALTRANS Standard Specifications, o and as directed by the Engineer. y 0 W An operating test consisting of five (5) days of trouble-free operation shall be satisfactorily J completed prior to acceptance by the Engineer. a �j U W a Functional testing shall conform to the provisions in Section 86-2.14C, "Functional Testing," of the CALTRANS Standard Specifications and these Special Provisions. a The Contractor shall test the detectors with a motor-drive cycle, as defined in the d California Vehicle Code, that is licensed for street use by the Department of Motor Vehicles, of the State of California. The un-laden weight of the vehicle shall not exceed 220 pounds and the a engine displacement shall not exceed 100 cubic centimeters. Special features, components or a 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 detector at not less than 3 miles per hour nor more than 7 miles per hour. The detector shall C provide an indication in response to this test. Q N CO V N r 24-1.08 REMOVING ELECTRICAL EQUIPMENT - Removal of any existing w 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 s existing electrical equipment removed shall not be reused, especially conductors, detectors and R fuse boxes, and they shall become the property of the Contractor. a SP-89 24-1.09 PAYMENT - The Contract unit bid price paid per Each for "REPLACE EXISTING TRAFFIC INDUCTIVE LOOP DETECTOR," per Bid Schedule, shall include full compensation for famishing all materials, tools and equipment and for doing all the work m involved in the installation of new replacement inductive loop detector lead-in cable and inductive detector loops, including all the appurtenant facilities, saw cutting, splicing, testing, 5 removing sealant and cleaning existing conduit, removing dirt/debris from existing pull boxes, to 0 replace existing detectors, and pull boxes where necessary, complete in place, as shown on the o Plans, per the Standard Specifications, the CALTRANS Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation shall be allowed therefor. a 0 N N r N y 2 O N O a J Q � U W a W F Q a d v c s a NN co ad O co co M O O N a0 a N r a c d E s m x ® Q SP-90 PacketPg. 770 ® SECTION 25 25-1 ADJUSTMENT OF WATER FACILITIES w m m y 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. 0 LL In general, the work includes the adjustment of water meter boxes and water valve covers a that may exist in the Project area. The Contractor shall notify the owner of the water facility a minimum of seven days prior o to beginning work that will affect the water line system. N r The word "Water Department" shall mean the City of San Bernardino Municipal Water y Department or the East Valley Water District, depending on the area of construction. o The words "Directed, Required, Permitted, Ordered, Designated, Prescribed by the Water 0 Department", or words of like importance, used in Specifications or upon the drawings, shall be J understood to mean that the direction, requirement, permission, order, designation, or prescription 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 satisfactory to the Engineer, unless otherwise expressly stated. a The word "Engineer" shall mean a Civil Engineer registered as such in the State of m California and employed by the Water Department, acting either directly or through designated and properly authorized agents, assistants, and inspectors. a v The word "Contractor" shall mean the person, persons, partnership or corporation duly m licensed as such in the State of California to enter into a Contract for the performance of the work required. coM o The words "Or Approved Equal" shall mean a product that meets all A.W.W.A. ci co 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. a. r 0 m E L v 0 z a SP-91 ® 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. d d In the event of conflict between the requirements of these Special Provisions and the y requirements of the permits, it shall be understood that the more exacting requirements shall govern. 0 LL The Contractor shall furnish to the owning Water Department copies of all required a permits and licensed prior to initiation of the work. Upon completion of the work, the Contractor d shall supply to the Water Department letter(s) of approval from the governing bodies having jurisdiction that the Contractor has met the requirements and conditions of the permits or licenses. o N N r 25-1.03 CAL-OSHA SAFETY CODE - All work shall be done in a manner that °D N complies with all CAL-OSHA Title 8 - Safety Codes. o t!1 O K 25-1.04 DEFECTIVE WORK OR MATERIALS - No work which is defective in a J its construction or deficient in any of the requirements of these Specifications will be considered g as accepted in consequence of the failure of any inspector connected with the work to point out a said defects or deficiency during construction. The Contractor shall correct any imperfect work v, without compensation from the City of San Bernardino or the Municipal Water Department before final acceptance of the work by the Water Department. a d a 25-1.05 MAINTENANCE OF EXISTING IMPROVEMENTS - Unless otherwise a indicated in the Plans or these Special Provisions, or unless otherwise cared for by the owner of a 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 clao 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 cm repair thereof shall be borne by the Contractor. r a y Y 0 25-1.06 EXCAVATION, TRENCHING AND BACKFILL - All excavation, trenching, and backfill shall be in accordance with Public Works Standards and shall be inspected by the Public Works Engineer. SP-92 25-1.07 PAVEMENT REPLACEMENT - When necessary to break pavement in 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 replaced with like material. All pavement removal and replacement shall conform to the standards and specifications of the governing body having jurisdiction and shall meet with their y approval. The Contractor shall be responsible for removing, disposing of, and replacing all pavement. All paving shall be inspected by the Engineer. ; O LL w O a 25-1.08 INSTALLATION - All foreign matter and dirt shall be removed from the a interior of the meter box or valve box prior to adjustment of the water meter box or water valve cover. The pipe shall be inspected for defects. Any defective, damaged, or unsound pipe shall be o immediately reported to the Engineer. N r The Contractor shall at all times take care to protect and preserve all improvements. All y pipe and materials which, in the opinion of the Water Department, have been damaged shall be o replaced by the Contractor at his own expense. N 0 W All existing gate valves shall be shut off by Water Department staff. All service, valves, and corporation stops shall be shut off by Contractor under Water Department inspection. a 0 W a All valves 4" and larger shall be operated by Water Department staff only co a 25-1.09 PAYMENT -- The Contract unit bid price paid per Each for "ADJUST m EXISTING WATER VALVE COVER TO GRADE," per Bid Schedule, shall include full Zr 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 Standard Specifications, these Special Provisions and as directed by the Engineer, and no co additional compensation will be allowed therefor. co o The provisions contained in Section 3-2, "Changes Initiated by the Agency", of the ci co 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 w quantities of adjusting utility facilities. m E r v m x a C' SP-93 Packet Pg. 773 SECTION 26 © 26-1 REINFORCED CONCRETE PIPE Y d 2 26-1.01 GENERAL -- Reinforced concrete pipe (RCP) of the specified size and D- y load shall comply with Section 207-2, "Reinforced Concrete Pipe", of the Standard Specifications :' and these Special Provisions. 0 a Installation of reinforced concrete pipe shall conform with the provisions of Section 306, a "Underground Conduit Construction", of the Standard Specifications. Jacking for reinforced concrete pipe or pipe tunneling shall conform with the provisions of o Section 306-2, "Jacking Operations", and Section 306-3, "Tunneling Operations", of the Standard Specifications. t!) The wall thickness, reinforcement and test loads for pipe of the sizes specified shall o conform to the requirements of the Standard Specifications, Serial Designation C76-41 of the y American Society for Testing Materials. The D-Load is the actual load in pounds per linear foot 0 that the pipe will withstand under the three-edge bearing test, without showing a crack in excess J of 0.01 inch in width and 12 inches in length, divided by the inside diameter of the pipe in feet. W a All access excavation or unsuitable material shall become the property of the Contractor T and shall be hauled away and disposed off-site at a site obtained by the Contractor. a a d 26-1.02 SHORING OF EXCAVATION -- Contractor shall furnish all labor, equipment, and materials required to design, construct, maintain, replace, and remove all shoring, a 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 Provisions. co ca Go Cq 26-1.03 PERFORMANCE -- Attention is directed to the "Construction Safety Order", "Trench Construction Safety Orders", "Tunnel Safety Orders", and "General Safety ci 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 w the Contractor is required by law to conform. He shall provide himself with copies of these "Orders", "Laws", and "Regulations" or suitable extracts therefrom 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, lights and barricades are of particular importance. 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. SP-94 The Contractor shall take precautionary measures to protect, in place, all existing ® structures, fences and surface culture during excavation. 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 H made for worker protection from the hazard of caving ground during the excavation. No excavation shall be initiated until a letter to proceed has been issued from the Engineer, and a y permit has been obtained from the State Division of Industrial Safety in accordance with the requirements of Section 7-10.4.1, "Safety Orders," of the Standard Specifications. 0 LL The Contractor shall have on file with the Public Works Department, City of San a Bernardino, a copy of a CAL/OSHA permit for any excavation over five (5) feet in depth and into d which persons are required to descend. a 0 N 26-1.04 RESTORATION OF ASPHALT CONCRETE -- Asphalt concrete shall comply with the requirements of Section 203-6, "Asphalt Concrete", and Section 302-5, "Asphalt y Concrete Pavement," of the Standard Specifications and these Special Provisions. o fA O 26-1.05 TEMPORARY RESURFACING -- Temporary resurfacing shall comply 0 a with the requirements of Sub-Section 306-1.5.1, "Temporary Resurfacing", of the Standard a Specifications and these Special Provisions. W N Temporary resurfacing shall be placed over all backfill in streets, or other areas where the Contractor's operations have resulted in the removal of existing paving. a 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 v v N m 26-1.06 PERMANENT RESURFACING -- Permanent resurfacing shall comply with the requirements of Sub-Section 306-1.5.2, "Permanent Resurfacing," of the Standard Specifications and these Special Provisions. co r Permanent trench resurfacing shall be the "T" trench system, with a minimum thickness of r 4" of new asphalt concrete, or 1" more in thickness than existing pavement, whichever is greater. y 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 with the E existing street, as shown on the revised CITY Standard Plan No. 310, and as directed by the cum Engineer. a © The Performance Grade of the asphalt concrete shall be PG 64-10. SP-95 A self-propelled machine will not be required for any trench that is two feet (2') or 1 $M 9 width. A prime coat and tack coat shall be applied as directed by the Engineer. N 26-1.07 PAYMENT -- The Contract bid unit price paid per Linear Foot for the various sizes of pipe involved shall include full compensation for providing all the material, tools y and equipment and for doing all the work involved for excavation, shoring and placing the w various sizes of pipe, including bedding and backfill, imported backfill as required and restoration 3 of asphalt concrete pavement, per the Plans, the Standard Specifications, these Special Provisions LL w and as directed by the Engineer, and no additional compensation will be allowed therefor. �° r v Cost of compaction testing ordered by the Engineer shall be paid for in the following manner: a O N 1. Tests which do not meet the required relative compaction shall be paid for by the Contractor, as a deduction from his Contract. The Contractor shall pay the price at N the same rate that the CITY is charged by the testing soils lab. o w 2. Tests which do meet the required relative compaction shall be paid for by the 0 CITY. a J Q U W (L U) a v d a c a v N ca CO CO M O O N O R N r a N C d E t V A Q SP-96 Picket Eg,776 SECTION 27 ® 27-A CONCRETE STRUCTURES N r d 27-A.1.01 GENERAL -- Portland Cement Concrete construction shall comply with y Section 201-1, "Portland Cement Concrete", Section 303-1 "Concrete Structures", and Section P 201-21 "Steel Reinforcement for Concrete", of the Standard Specifications, as shown on the Plans, the Standard Drawings and these Special Provisions. U. w 0 .0 Concrete for structures shall be Class 560-C-3250 with a maximum slump of five (5) m inches. a Reinforced steel shall be Grade 60 per ASTM A-615 designation. N r Class 2 surface finish will not be required on any portion of the concrete structures. w z O The quantities shown on the bid sheet for concrete for the various structures shall be N considered final quantities for payment for these items unless the Engineer revises the dimensions 0 of the work shown on the Plans. If such dimensions are revised, and such revisions result in an a. t increase or decrease in the quantities of such work, the final quantities for payment will be a 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 made that the quantities which can be determined by computations, based on the details and dimensions shown on the Plans, will equal the estimated quantities. No allowance will be made a in the event that the quantities based on computations do not equal the estimated quantities. a 27-A.1.02 CURB OPENING CATCH BASIN -- Reinforced concrete side opening a catch basin, with local depression, shall be constructed in accordance with CITY Standard Plan C Nos. 404 & 407, Plan, these Special Provisions and as directed by the Engineer. Elevations for the inlet and outlet pipes, lateral slope and "V" dimension shall all be field verified prior to installation. o N CO N N r 27-A.1.03 REMOVE INLET, ABANDON PIPE & BRICK AND MORTAR PLUG w REMAINDER -- Removing existing 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, 4 these Special Provisions, and as directed by the Engineer. Inlet to be removed is located at approximately Sta. 10+65 Rancho Avenue, adjacent to the existing convenience store. Contractor shall remove the entire inlet and local depression, and interfering connections and appurtenant storm drain pipe, and dispose off site. The remaining opening of the abandoned storm drain pipe (at the upstream connection to the removed inlet, and the downstream outlet, shall be brick and mortar plugged (both upstream and downstream ends plugged), and the void filled with a one SP-97 I PacketPg. 777 sack sand slurry. For measurement purposes, the inlet, local depression and interfering po of existing pipe to be removed, brick and mortar plugs, and one sack sand slurry, shall represent ® one work item. 27-A.1.04 CONCRETE COLLAR -- Concrete collar shall be constructed in accordance with CITY Standard Plan No. 412, Plan, and as directed by the Engineer. W 27-A.1.05 JUNCTION STRUCTURE -- Junction structure shall be constructed in accordance with SPPWC Standard Plan No. 332-2, Plan, and as directed by the Engineer. u° w 0 a r 27-A.1.06 RC SQUASH BOX -- This work shall consist of constructing a Portland cement concrete squash box along Storm drain Laterals A or B, when an existing utility facility o impacts the construction of the 18" or 24" RCP. The work may occur only on Rancho Avenue/ Rialto Avenue within this Contract. RC Squash Box will only be constructed within this Contract if the interfering utility cannot be relocated, in the opinion of the Engineer. The work will be w done in accordance with modified CALTRANS Standard Plan No. D80, Section 3-3, "EXTRA o WORK," of the Standard Specifications and these Special Provisions. The Engineer's direction 0 as to whether to construct RC Squash Box is final. a Payment for constructing a RC Squash Box shall include full compensation for furnishing a all materials, tools, equipment and incidentals, and for doing all the work involved in constructin u g a a Portland cement concrete squash box, per these Special Provisions. This is an Extra Work item and will only be undertaken as directed by the Engineer. a a V 27-A.1.07 PAYMENT -- The Contract bid price paid per Each for "CURB a OPENING CATCH BASIN," type per Bid Schedule, shall include full compensation for a providing all the materials, tools and equipment, and for doing all the work involved in constructing reinforced concrete catch basin, including structure excavation, structure backfill, CC furnishing and placing all steel reinforcing, miscellaneous iron and steel, metal frames and covers, co local depression, connections for inlet and outlet pipes, adjusting the basin walls to accommodate existing utilities, complete in place, as shown on the Plans, per the Standard Specifications, CITY co and SPPWC Standard Plans, these Special Provisions, and as directed by the Engineer, and no additional compensation shall be allowed therefor. N IL The Contract bid price paid per Each for "CONCRETE COLLAR," shall include full compensation for providing all the materials, tools and equipment, and for doing all the work E involved in constructing concrete collar, including structure excavation, structure backfill, complete in place, per the Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation shall be allowed therefor. The Contract bid price paid per Each for "JUNCTION STRUCTURE," shall include full compensation for providing all the materials, tools and equipment, and for doing all the work SP-98 Packet Pg. 778 involved in constructing reinforced concrete junction structure, including structure excav structure backfill, furnishing and placing all steel reinforcing, complete in place, as shown on the ® Plans, per the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation shall be allowed therefor. The Lump Sum Contract bid price paid for "REMOVE INLET, ABANDON PIPE & BRICK AND MORTAR PLUG REMAINDER," shall include full compensation for providing d all the materials, tools and equipment, and for doing all the work involved in removing interfering y portions of inlet, local depression, connections and appurtenant storm drain pipe, and dispose off site, brick and mortar plugs (both upstream and downstream ends plugged for abandoned storm drain pipe), and the void filled with a one sack sand slurry, complete in place, per the Plans, these Special Provisions, and as directed by the Engineer, and no additional compensation shall be allowed therefor. r d z a 0 N_ N r N N 2 O y O K IL E^ Q U W IL y F K a CL v d v c a a v N as O r O l+f O O W O N r a N c d E s v m Q SP-99 27-B MODIFIED DROP INLET TYPE V ® 27-B.1.01 GENERAL -- Modified Drop Inlet Type V shall conform to Section 207- 11 "Corrugated Steel Pipe and Pipe Arches," and Section 306-1 "Open Trench Operations," of these Special Provisions, OC PUBLIC WORKS (RDMD) Standard Plan No. 1305, as shown on d the Plans and as directed by the Engineer. y All exposed metal surfaces shall be galvanized. Pipe and fittings shall be 16 gage g minimum unless otherwise shown on the Plans. w 0 M The Contractor shall construct a Reinforced Concrete Collar to surround the connection of i the new 18" CMP outlet to the existing 18" CMP pipe. Concrete for Reinforced Concrete Collar shall comply with Section 201-1, "Portland Cement Concrete", Section 303-1 "Concrete a Structures", and Section 201-2, "Steel Reinforcement for Concrete," of the Standard Specifications,the Plans, and these Special Provisions. y Concrete for structures shall be Class 560-C-3250 with a maximum slump of five (5) o inches. w 0 a. Contractor may employ an alternative method to connect the new 18" CSP outlet from the w drop inlet,to the existing 18" CMP drain pipe, such as a galvanized connection band, as approved by the Engineer. a M Air placed concrete shall be placed as per Plan surrounding the new drop inlet, conforming to the provisions of Section 303-2.1.3, "Method B (Shotcrete)," of the Standard Specifications, or a as directed by the Engineer. a 27-B.1.02 PAYMENT-- The Contract Lump Sum price paid for "MODIFIED DROP INLET TYPE V" shall be considered full compensation for furnishing all tools, materials, excavation, backfill and incidentals, for furnishing and placing air placed concrete and welded wire mesh reinforcement, concrete for concrete collar or materials and labor for alternate co connection method, all galvanizing work, complete in place, and no additional compensation will be allowed therefor. co e N r a y V C d E r v R z SP-100 Packet Pg. 780 27-C PARKWAY CULVERT 27-C.1.01 GENERAL -- Parkway culvert shall be constructed in accordance with City of San Bernardino Standard Plan No. 401, Case III, as shown on the Plans, these Special Provisions, and as directed by the Engineer. U 7 27-C.1.02 PAYMENT -- The Contract unit bid price paid per Each for"PARKWAY UO CULVERT," shall include full compensation for furnishing all materials, tools, equipment and a incidentals, and for doing all the work involved in constructing Parkway Culvert, including saw z cutting and removal of existing concrete walk and parkway culvert appurtenant items, any unclassified excavation and/ or unclassified fill, complete in place to meet existing, per the Plans, a the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no N additional compensation will be allowed therefor. y 2 O tq O tY �J a V U W IL N a d v c a e v N O O Go O ci O W N W 7 N r IL y c m E r v m x © a SP-101 Packet Pg. 781 8.M.g SECTION 28 N d d BLANK y U O W w O a m r v v 0 N N u1 N Z 0 0 w IL © J Q U W M to F- a! Q a v v v C 7 a v v N a2S co I Do M O O N co I N r a C0 c m E t U m M Q SP-102 PacketPg. 782 SECTION 29 ® 29-1 SHORING OF EXCAVATION Yl r 01 m 29-1.01 GENERAL -- The shoring of excavations shall conform to the requirements of y Section 306-1.1, "Trench Excavation" of the Standard Specifications and these Special 9 Provisions. 0 0 LL The Contractor shall furnish all labor, equipment, and materials required to design, 0 construct, maintain, replace, and remove all shoring, sheeting, lagging, cribbing, piling or other d types of support for the walls of the open excavations required for the construction of this Project. v N N 29-1.02 PERFORMANCE -- Attention is directed to the "Construction Safety Order", "Trench Construction Safety Orders", "Tunnel Safety Orders", and the "General Safety Order", to issued by the Division of Industrial Safety of the State of California, Department of Industrial o Relations and to any and all other applicable laws ordinances, or regulations to which the w Contractor is required by law to conform. He shall provide himself with copies of these z "Orders", "Laws", and have a copy of each at the site of his operations and shall be governed by J the requirements thereof. The requirements concerning shoring, sheeting, and bracing of g excavations and those concerning warning signs, lights and barricades are of particular a importance. W All excavations 5 or more feet in depth shall be braced in accordance with the a 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 structures and fences during excavation. N 0* At least one lane shall be open to local traffic only at all times during construction. go I cc The Contractor shall submit to the Engineer, at least 48 hours in advance of any excavation, a detailed plan showing a design of shoring, bracing, sloping, or other provisions to ci co 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 y permit has been obtained from the State Division of Industrial Safety in accordance with the requirements of Section 7-10.4.1, "Safety Orders," of the Standard Specifications. E s z © a SP-103 ® 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. Y d d 29-1.03 PAYMENT -- The Contract bid price paid for "SHORING OF EXCAVATION," shall be deemed to include full compensation for providing all equipment and 9 material and for doing all the work involved in the shoring of excavations, in compliance with all the requirements of this Section of the Special Provisions, per the Standard Specifications, and as U. directed by the Engineer, and shall be considered as included in the various Contract bid items of a work involved and no additional compensation will be allowed therefor. o: a 0 N_ N r H 6 2 O to O a ® J U W CL U) F- a v v c 3 a 7 N O 06 O O M O O N O V N a U) c d E i s U IV f � ¢ SP-104 Packet Pg.784 8,M.g SECTION 30 THROUGH SECTION 31 N d d BLANK y _T U 3 O tw O A L d r O N_ N r z Z O O a. a Q U W a a IL a m v c s v v N O O W M O O N CD N IL U) a 01 E L O A Y Y SP-105 PacketPg. 785 ® SECTION 32 32-1 METAL BEAM GUARD RAIL w « m m 32-1.01 GENERAL -- Metal beam guard rail (MBGR) shall conform to the w provisions in Section 83-1, "Railings," of the Caltrans Standard Specifications, and these Special Provisions. ,°_ w 0 The Contractor shall furnish necessary components and repair existing MBGR of the type L and at the locations shown on the Plans, or as directed by the Engineer. a Barricades, posts and MBGR field adjustment shall be installed in accordance with the N Caltrans Standard Plans, A77 series, and as directed by the Engineer. The applicable Caltrans Standard Plans are included in the APPENDIX of these Special Provisions. y Z The ninth, eleventh and twelfth paragraphs in Section 83-1.02B, "Metal Beam Guard N Railing," of the Caltrans Standard Specifications, are amended to read: 0 IL Wood posts and blocks shall be timbers No. 1 (structural) grade Douglas fir or timbers No. a 1 grade Southern yellow pine. Wood posts and blocks shall be graded in accordance with a the provisions in Section 57-2, "Structural Timber," of the Caltrans Standard Specifications, except allowances for shrinkage after mill cutting shall in no case exceed 5 percent of the American Lumber Standards minimum sizes, at the time of installation. a a v Wood posts and blocks shall be pressure-treated after fabrication as provided in Section 58, "Preservative Treatment of Lumber, Timber and Piling," of the Caltrans Standard a Specifications, with creosote, creosote-coal tar solution, creosote-petroleum solution (50- ° 50), pentachlorophenol in hydrocarbon solvent, copper naphthenate, ammoniacal copper arsenate, ammoniacal copper zinc arsenate, or chromated copper arsenate (Southern yellow pine only) except that, when other than one of the creosote processes is used, blocks shall have a minimum retention of 0.40-pound per cubic foot and need not be incised. N CO V N If copper naphthenate, ammoniacal copper arsenate, chromated copper arsenate, or y ammonia cal copper zinc arsenate is used to treat the wood posts and blocks, the bolt holes shall be treated as follows: £ r Before the bolts are inserted, all bolt holes shall be filled with grease, a Qrecommended by the manufacturer for corrosion protection, which will not melt or run at a temperature of 150° F. SP-106 Metal beam guard rail elements and any required backup plates, terminal sections, sections, and return sections shall conform to the requirements of Type 2 W Beam as shown in AASHTO Designation: M 180. 32-1.02 REPAIR METAL BEAM GUARD RAILING ALONG RANCHO N AVENUE -- This work item consists of repairing the existing MBGR and its supporting d embankment along northbound Rancho Avenue, northerly of the railroad crossing. For bidding n purposes,this work consists of providing a new MBGR curved end cap, removal and replacement of approximately 6 existing MBGR wooden posts, providing two replacement wooden blocks 5 and resetting the existing wood blocks and mounting hardware as needed within the existing U. MBGR system. No new longitudinal MBGR railing elements will be required within this MBGR a section. A new MBGR railing delineation sign (flexible post) is to be installed by Contractor at d the southerly end approach(northbound direction)to the existing MBGR system. a Earthwork to re-establish the embankment supporting the MBGR is also required for this work item, per"UNCLASSIFIED FILL," of these Special Provisions. N 6i Height of the embankment varies from approximately 6" to approximately 6', with the o existing embankment slope varying between approximately 3:1 to 5:1. Repaired embankment w slope shall match the existing slope, unless as otherwise directed by the engineer. 8 a Post resetting and repair occurs both within and outside of the localized embankment a repair areas. W N Payment for the repair of the embankment within the MBGR repair area, is separate from this item. a a v m Additionally, payment for the repair of the embankment along northbound Rancho Avenue, northerly of the railroad crossing, southerly of and outside of the MBGR area, is also a separate from this item. co N ad 32-1.03 PAYMENT — The Contract unit Lump Sum bid price paid for "REPAIR Cq METAL BEAM GUARD RAILING ALONG RANCHO AVENUE," per Bid Schedule, shall include full compensation for providing all materials, tools and equipment, and for doing all the ci co work involved in repairing existing MBGR barrier railing and flared terminal system end r treatment, including new posts, blocks, railing, cable assembly, all hardware and mounting, y flexible delineation signs, resetting existing posts and blocks as necessary, all earthwork to reinstall and restore the MBGR posts, complete in place, per the Plans, the CALTRANS Standard E Specifications, these Special Provisions, and as directed by the Engineer, and no additional Ccompensation will be allowed therefor. a SP-107 8.M.g SECTION 33 THROUGH SECTION 45 N w d d N BLANK U 0 O tw O a A s d r v 0 N_ N_ N N Z 0 cn 5 0 It IL J Q Q W a w F Q IL v d a c 3 a a v N O O r O C4 O O N co O N r IL c d E s d R M Q SP-108 Packet Pg. 788 SECTION 46 46-1 ADJUST UTILITY FRAME AND COVER TO GRADE d d Ul 46-1.01 GENERAL -- Adjusting existing utility frame and cover to grade, or adjusting existing water valve cover to grade, after completion of paving, shall be in accordance with Sub-Section 301-1.6, "Adjustment of Manhole Frames And Cover Sets To Grade", of the Standard Specifications, these Special Provisions,per the Plans and as directed by the Engineer. All debris and foreign material shall be removed from the cover in accordance with Sub- o Section 301-1.6 of the Standard Specifications. N r The pavement surrounding the frame and cover shall meet the smoothness requirement as N specified in Sub-Section 302-5.8, "Manholes (and other structures)," of the Standard o Specifications. y 0 a J 46-1.02 ADJUSTING NON-CITY UTILITY COVER/ VAULT FRAME AND g U �..� COVER -- Adjusting non-city utility cover/ vault frame and cover to grade after completion of n paving shall be performed by others. a 46-1.03 PAYMENT -- The Contract bid price paid per Each for "ADJUST EXISTING UTILITY FRAME AND COVER TO GRADE," and "ADJUST EXISTING WATER VALVE COVER TO GRADE," per Bid Schedule, shall include full compensation for a providing all materials, tools and equipment, and for doing all the work involved in adjusting utility frame and cover to grade, and adjusting walter valve cover to grade, per the Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no m additional compensation will be allowed therefor. Go M O Go The provisions contained in Section 3-2, "Changes Initiated by the Agency", of the in It Standard Specifications, shall not apply to adjusting existing utility frame and cover to grade, or adjust existing water valve cover to grade, and no adjustment shall, therefor, be made in the y Contract bid unit prices for increased or decreased quantities of adjusting utility facilities. d E r v m SP-109 ® SECTION 47 THROUGH SECTION 49 N d d BLANK n Z, U 0 O W w O a m r d v O N_ N r 1f1 z Z 0 1 O 0: a ® J Q U W a y IL a d v c 3 a N N ao 06 OO W M O OD N W C N r IL U) c m E r m ® a SP-110 Packet Pg 790 SECTION 50 50-1 REMOVAL AND RESTORATION OF EXISTING IMPROVEMENTS EXCEPT STREET PAVEMENT N Y d m L Y 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 L these Special Provisions. LL w 0 a All existing improvements (except utilities and street pavement) including, but not limited d to curbs, gutters, cross gutters, spandrels, driveways and driveway approaches, ADA bypass and sidewalks, walls, fences, sprinkler systems, lawns, shrubs, trees, and traffic signs, traffic striping o and traffic detector loops, which are damaged or removed during the course of construction of the 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. N z 0 The removal and restoration of existing improvements shall be in accordance with the y applicable provision of these Special Provisions, the Standard Specifications, Standard Drawings b and the following requirements: IL a U 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 gutter shall be removed and replaced regardless of how short a length is damaged. The Contractor shall begin said 10-foot section, if possible, at an existing joint or a scoring line. If said 10-foot section ends within 3 feet of an existing joint or LD scoring line, then the removal shall extend to said joint or scoring line. a 2. If concrete cross gutter is damaged by the Contractor's operations, the cross gutter a shall be removed in its entirety and replaced. CO 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 COO lines shall be saw-cut. eq CO a N r 4. If a concrete driveway is damaged and is a single monolithic structure, it shall be a. removed in its entirety and replaced. d E r u m x Q SP-111 © 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. H 6. If the roadside signs are damaged during the construction, they shall be restored or d replaced to a condition equal or better than the existing per the prior approval of y the City's Traffic Section. New installation shall not impede into required ADA access distance around obstacles. A minimum clearance of 48" shall be maintained. O 0 U. w O a 7. If existing fence is in conflict with the new construction, fence shall be relocated by the Contract. a 8. Removal, salvage and reinstallation of existing signs and posts, mailboxes, or 0 other surface culture, where noted per Plan, or as directed by the Engineer. 1h N Unless otherwise specified, all excess excavation or removed material shall become the o property of the Contractor and shall be disposed of by him away from the site of work. w 0 a J 50-1.02 PAYMENT - Full compensation for conforming to the requirements of this g Section, not otherwise provided for, shall be considered as included in the prices paid for the W 0. various Contract bid items of work involved, and no additional compensation will be allowed therefor. Ix Q a V m v C 0 a a v N O O r 1+f O CO N N r a N C d E v a x Q v SP-112 © SECTION 51 51-1 CONSTRUCTION INFORMATION SIGN 'a ID ID 2 51-1.01 GENERAL - Construction information signs shall be furnished, installed, (n maintained, and removed when no longer required. U 0 Contractor shall provide and erect construction information signs at the locations noted in a w the Plans or as otherwise approved by the Engineer. Signs shall be furnished by the Contractor, a and shall be labeled as shown on the mockup within the Appendix of these Special Provisions, or d as directed by the Engineer. Construction information signs shall be erected five (5) working days before begin of work. o N 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 w into place. Alternate sign post material may be proposed by the Contractor for Engineer review. o Where placement upon (into) native ground is impracticable within CITY's street right of way y (for example, such as through existing sidewalk), Contractor shall propose, for Engineer review/ ow approval, an alternate placement area (in street right of way), or method of placement (such as a J alternate base configuration for placement onto existing hardscape), such that underlying improvements are not damaged. a. Signs shall be fabricated with 0.080" thick clear anodized aluminum or an alternate material approved by the Engineer. The exposed portions of the fastening hardware on the face c a. 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 or blue acrylic enamel background that will last 3 to 5 years. Sign panels shall be bolted to the a wood posts using the appropriate length of 3/8" bolts, and flat washers, nuts and jam nuts. Posts 7 shall be constructed of heart grade redwood, heart grade Douglas fir, or an Engineer-approved Vo equal. co Signs shall have appropriate structural framing of a similar material attached to the reverse COE (back) side of the sign, to add rigidity to the sign in windy conditions. ci a N r Messages on signs shall be standardized as much as possible. Contractor shall revise all y misspellings and any other corrections on each sign at no extra cost to the CITY. Contractor shall have interchangeable street name, project limits, council member, Ward and date panels (as t appropriate) such that the main sign remains in place during all stages of construction. x a © If Contractor is ordered to revise the Mayor's name and/or council member's name(s) on the sign(s), after the construction information sign(s) has been approved by the Engineer, a Contract Change Order will be issued in accordance with Subsection 3-2, "Changes Initiated by the Agency," of the Standard Specifications, for the cost of changing names. SP-113 PacketPg. 793 Signs shall be placed so that CITY sight distance standards are maintained. © Upon completion of all stages of work, each construction information sign shall be removed and salvaged by the Contractor to the CITY Yard. The cost of construction information 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 be allowed therefor. d N Contractor shall notify the Engineer and the appropriate regional notification center for U 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, LL duct, wire, or other structure. Regional notification centers include, but are not limited to the s following: z Notification Center Telephone Number o Underground Service Alert (Southern CA) 1-800-227-2600 N r Excavation required to install construction information signs shall be performed by hand N methods without the use of power equipment, except that power equipment may be used if it is o determined there are no utility facilities in the area of the proposed post holes. N 0 51-1.02 PAYMENT -- The Contract unit bid price paid per Each for a J "CONSTRUCTION INFORMATION SIGN" shall include full compensation for furnishing all labor, interchangeable street names, interchangeable dates, equipment, materials and tools a required for performing all work necessary to furnish, paint, label, assemble, erect, and repair, 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 of Project, following delivery of salvaged signs to CITY Yard. 3 O N aD ad W r O M O N co R N r a c d E s ca m a SP-114 fi i. roe xLewvk w.wry e-w—� g � 3 S M J ! 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