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HomeMy WebLinkAbout2002 Special Provisions Project T1K024CITY OF BAKERSFIELD CALIFORNIA NOTICE TO CONTRACTORS, SPECIAL PROVISIONS, BID PROPOSAL AND CONTRACT FOR Traffic Signal and Lighting System installation on Hageman Road at Verdugo Lane BID OPENING: DATE: ? 3l 2002 TIME: 11:00 A.M. CITY PROJECT NO.: T1 K024 FEDERAL PROJECT NO.: CML-5109(071) CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT ANNEX BUILDING, 2N0 FLOOR 1501 TRUXTUN AVENUE ~ BAKERSFIELD, CALIFORNIA 93301 Project Engineer: Robert L Tablit ~ ~ Telephone: (661) 326-3996 P~~ Filename: S:SPROJECTS~RIt~ProJects 00-01\T1K024\Spec Verdugo Hageman.wpd CITY OF BAKERSFIELD ACCEPTING BIDS Traffic Signa( and Lighting System Installation on Hageman Road at Verdugo Lane Deadline: July 31, 2002 @ 11:00 a.m. Engineer's Estimate: $93,886.00 Contractors License Required: CLASS `A"or "C-10„ Mailing Fee: $5.00 (non-refundable) per set NU LESS you supply your Federal Express or Airborne Express Account Number. COST TO BUILDERS' EXCHANGE OFFICE IS 515.00 NON-REFUNDABLE PROPOSED COUNCIL AWARD SCHEDULED FOR AUGUST-21-2002. BID PACKAGE PURCHASING DIVISION AVAILABLE FROM: 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 661-326-3914 Loretta . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TraHlc Signal on Hageman Road ~ Vertlugo Larre.wpd ] Published 7/04/2002.7/08/2002.7/70/2002 THE FOLLOWING SHOULD BE VISIBLE ON THE BID RETURN ENVELOPE: ► ~'ou~ Cojnpany Name and Address ~ Name of Project o~ Bid Address Label ~ Addenda ~nfo~mation Label f PLEASE SUBMIT B/DS TO: D. WISHAM /PURCHASING City of Bakersfield 1501 Truxtun Avenue Bakersfield, CA 93301 LIST ALL ADDENDA RECEIVED: #'s: or None Received: (Indicate above & place on envelope.) P:\formslsu bmit2.wpd Y ~ BAKERS~FIELD PUBLIC WORKS DEPARTMENT ADDENDUM TO BID DOCUMENTS Addendum No. 1 Page 1 of 1 Project: Traffic Signal and Lighting System Installation on Hageman Road at Verdugo Lane Bid Opening Date: July 31, 2002 Time: 11:00 am Today's Date: July 24, 2002 NOTICE TO ALL CONTRACTORS 81DDiNG THIS WORK You are hereby notified of the following changes and/or additions to the Plans ~ and Specifications for the above referenced project. Such changes and/or additions are hereby made a part of the Plans and Specifications and shall take precedence over anything to the contrary therein. SPECIFICATIONS: General Decision CA020031 dated 06/07/02 of Part B of the specifications shall be replaced in its entirety with General Decision CA020031 dated 07/19/02. PLANS The pole schedule on page 2 of 4 of the plans shall be replaced with the pole schedule included within this addendum. NOTE: Ali contractors bidding this work shall denote in their proposal that they have received ADDENDUM N0. 1 . Addendum approved by: . , Civil Engineer IV Purchasing Officer C:IWlNNT401ProfileslrtablitlDesktoplALLlFormslAddendum.frm Print Date: July 24, 2002 Print Time:11:16AM .l R ~ GENER.~L DECISION CA020031 07/19/2002 CA31 Date: July 19, 2002 General Decision Number CA020031 Superseded General Decision No. CA010031 State: California Construction Type: BUILDING DREDGING HEAVY HIGHWAY County (ies) INYO KERN MONO BUILDING CONSTRUCTION PROJECTS; DREDGING PROJECTS (does not include hopper dredge work); HEAVY CONSTRUCTION PROJECTS (does not include water well drilling); HIGHWAY CONSTRUCTION PROJECTS Modification Number Publication Date 0 03/01/2002 1 03/08/2002 2 03/22/2002 3 03/29/2002 4 05/10/2002 5 05/17/2002 6 06/07/2002. 7 07/05/2002 8 07/19/2002 C OUNTY ~ i e s) INYO KERN MONO ASBE0005A 01/01/2000 Rates Fringes INYO AND KERN COUNTIES: .INSULATOR/ASBESTOS WORKER Includes the application of ail insulating materials, protective coverings, coatings, and finishings to all types of mechanical systems 30.46 7.53 ASBE0005E 10/04/1999 Rates Fringes INYO A~'~D KERN COUNTIES HAZARDOUS MATERIAL HANDLER Includes preparation, wetting, stripping, removal, scrapping, vacuuming, bagging and disposing of all insulation materials from mechanical systems, whether they contain asbestos or not 19.70 4.81 ASBE0016C 01/01/2002 Rates Fringes l of l9 7!?4/0? 10:53 Ati, r. i MONO COUNTY INSULATOR/ASBESTOS WORKER Includes the application of all insulating materials, protective coverings, coatings, and finishings to all types of mechanical systems 37.53 9.01 BOIL0092H 10/01/2001 Rates Fringes INYO AND KERN COUNTIES: BOILERMAKER 31.01 11.95 BOIL0549D 10/01/2001 Rates Fringes MONO COUNTY: BOILERMAKER 31.51 11.95 BRCA0004G 05/01/2002 .Rates Fringes INYO AND MONO COUNTIES: BRICKLAYER 28.58 5.76 BRCA0018K 12/01/2000 Rates Fringes TERRAZZO WORKER 26.78 5.34 TERRAZZO FINISHER 20.53 5.34 BRCA0018M 08/01/2001 Rates Fringes TILE LAYER 24.69 5.50 BRCA0018N 06/01/2002 Rates Fringes KERN COUNTIES TILE FINISHER 16.65 2.91 MARBLE FINISHER 19.90 3.56 CARP0002B 07/01/2001 Rates Fringes DIVERS: Diver, wet 486.08 per day 5.61 Diver, stand-by 243.04 per day 5.61 Diver tender 235.04 per day 5.61 CARP0002Q 07/01/2001 Rates Fringes Work on wood framed construction of single family residences, apartments or condominiums 2 of l 9 7124102 i 0:53 A;vi I under 4 stories DRYWALL INSTALLERS 19.00 5.18 DRYWALL STOCKER/SCRAPPER 10.00 4.42 All other work DRYWALL INSTALLERS 27.75 6.43 DRYWALL STOCKER/SCRAPPER 10.00 4.42 CARP0002V 07/01/2000 Rates Fringes CARPENTERS: Carpenter, cabinet installer, insulation installer, floor worker and acoustical installer 26.18 6.38 Shingler 26.31 6.38 Roof loader of shingles 18.42 6.38 Saw filer 26.26 6.38 Table power saw operator 26.28 6.38 Pneumatic nailer or power stapler 26.43 6.38 Millwright 27.25 6.38 Pile driver; Derrick barge; Bridge or dock carpenter; Cable splicer; Heavy framer; Rockslinger 26.88 6.38 Head rockslinger 26.98 6.38 Rock barge or scow 26.78 6.38 Scaffold builder 21.00 6.38 FOOTNOTE: Work of forming in the construction of open cut sewers or storm drains, on operations in which horizontal lagging is used in conjunction with steel H-Beams driven or placed in pre-drilled holes, for that portion of a lagged trench against which concrete is poured, namely, as a substitute for back forms (which work is performed by piledrivers): $0.13 per hour additional. CARPOOD3H 07/01/2001 Rates Fringes MODULAR FURNITURE INSTALLER 14.99 5.805 LOW WALL MODULAR TECHNICIAN 18.22 5.805 FULL WALL TECHNICIAN 21.47 5.805 ELEC0011C 12/01/2001 Rates Fringes COMMUNICATIONS AND SYSTEMS WORK: Installer 22.13 3~ + 4.40 Technician 23.93 3~ + 4.40 SCOPE OF WORK: Installation, testing, service and maintenance of systems utilizing the transmission and/or transference of voice, sound, vision and digital for commercial, educational, security and entertainment purposes for the following: TV monitoring and ..surveillance, background-foreground music, intercom and telephone interconnect, inventory control systems, microwave transmission, multi-media, multiplex, nurse call systems, radio page, school intercom and sound, burglar alarms, fire alarm (see last paragraph below) and low voltage master clock systems in commercial buildings. Communication Systems that transmit or receive information of 19 7124/u2 iu:~3 AM F ;m and/or control systems that are intrinsic to the above listed systems; inclusion or exclusion of terminations and testings of conductors determined by their function; excluding all other data systems or multiple systems which include control function or power supply; excluding installation of raceway systems, conduit systems, line voltage work, and energy management systems. Does not cover work performed at China Lake Naval Ordnance Test Station. Fire alarm work shall be performed at the current inside wireman total cost package. ELEC0428A 06/01/2002 Rates Fringes China Lake Naval Weapons Center and Edwards Air Force Base: Electrician 34.09 5.8~+6.30 Cable Splicer 37.02 5.8~+6.30 KERN COUNTY (remainder of county); Electrician 29.34 5.8~+6.30 Cable Splicer 32.27 5.8~+6.30 ELEC0477A 06/04/2001 Rates, Fringes INYO AND MONO COUNTIES Total electrical cost of renovation, repair and new construction project valued over $50,000 ELECTRICIAN 35.25 3~+10.75 CABLE SPLICER 35.75 3~+10.75 ELECTRICIAN, Tunnel Work 41.37 3~+10.75 Total electrical cost of renovation, repair and new construction project valued $50,000 or less ELECTRICIAN 15.80 3~+10.75 ELEC1245A 06/01/2002 Rates Fringes LINE CONSTRUCTION Lineman; Cable splicer 33.16 4.5~+7.08 Equipment specialist (operates crawler tractors, commercial motor vehicles, backhoes, trenchers, cranes (50 tons and below), and overhead and underground distribution line ,equipment) 28.19 4.5~+6.80 Groundman 21.56 4.5~+6.80 Powderman 31.51 4.5~+6.84 ELEV0008C 08/01/2000 Rates Fringes ELEVATOR MECHANIC 41.845 7.195 ~ of (y 7i24i02 i 0:53 A1~i R ~ FOOTNOTE: Vacation Pay: 8~ with 5 or more years of service, 6~ for 6 months to 5 years service. Paid Holidays: New Years Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day and Friday after, and Christmas Day. * ENGI0012C 07/01/2002 Rates Fringes POWER .EQUIPMENT OPERATORS: GROUP 1 27.85 11.85 GROUP 2 28.63 11.85 GROUP 3 28.92 11.85 GROUP 4 30.21 11.85 GROUP 5 30.43 11.85 GROUP 6 30.54 11.85 GROUP 7 30.66 11.85 GROUP 8 30.83 11.85 GROUP 9 30.93 11.85 GROUP 10 30.96 11.85 GROUP 11 31.04 11.85 GROUP 12 31.16 11.85 GROUP 13 31.33 11.85 GROUP 14 31.43 11.85 GROUP 15 3,1.54 11.85 GROUP 16 31.66 11.85 GROUP 17 31.83 11.85 GROUP 18 31.93 11.85 GROUP 19 32.04 11.85 GROUP 20 32.16 11.85 GROUP 21 32.33 11.85 CRANES, PILEDRIVING & HOISTING EQUIPMENT: GROUP 1 29.00 11.85 GROUP 2 29.78 11.85 GROUP 3 30.07 11.85 GROUP 4 30.21 11.85 GROUP 5 ~ 30.43 11.35 GROUP 6 30..54 11.85 GROUP 7 30.66 11.35 GROUP 8 30.83 11.85 GROUP 9 31.00 11.85 GROUP i0 32.00 11.85 GROUP 11 33.00 11.85 GROUP 12 34.00 11.85 GROUP 13 35.00 11.80 TUNNEL WORK: GROUP 1 30.28 11.85 GROUP 2 30.57 11.85 GROUP 3 30.71 11.85 GROUP 4 30.93 11.85 GROUP 5 31.04 11.85 GROUP 6 31.16 11.85 GROUP 7 31.46 11.85 FOOTNOTES: Workers required to suit up and work in a hazardous material environment: $1.00 per hour additional. Combination mixer and compressor operator on gunite work shall be classified as a concrete mobile mixer operator. POWER EQUIPMENT OPERATORS CLASSIFICATIONS 3 of 19 7/2410210:53 AM GROUP 1: Bargeman; Brakeman; Compressor operator; Ditch Witch, with seat or similar type equipment; Elevator operator-inside; Engineer Oiler; Forklift operator (includes loed, lull or similar types under 5 tons; Generator operator; Generator, pump or compressor plant operator; Pump operator; Signalman; Switchman GROUP 2: Asphalt-rubber plant operator (nurse tank operator); Concrete mixer operator-skip type; Conveyor operator; Fireman; Forklift operator (includes Toed, lull or similar types over 5 tons; Hydrostatic pump operator; oiler crusher (asphalt or concrete plant); Petromat laydown machine; PJU side dum jack; Screening and conveyor machine oeprator (or similar types); Skiploader (wheel type up to 3/4 yd. without attachment); Tar pot fireman; Temporary heating plant operator; Trenching machine oiler GROUP 3: Asphalt-rubber blend operator; Bobcat or similar type (side steer); Equipment greaser (rack); Ford Ferguson (with dragtype attachments); Helicopter radioman (ground}; Stationary pipe wrapping and cleaning machine operator GROUP 4: Asphalt plant fireman; Backhoe operator (mini-max or similar type}; Boring machine operator; Boxinan or mixerman (asphalt or concrete); Chip spreading machine operator; Concrete cleaning decontamination machine operator; Concrete Pump Operator (small portable); Drilling machine operator, small auger types (Texoma super economatic or similar types - Hughes 100 or 200 or similar types - drilling depth of 30' maximum); Equipment greaser (grease truck); Guard rail post driver operator; Highline cableway signalman; Horizontal Directional Drilling Machine; Hydra-hammer-aero stomper; Micro Tunneling (above ground tunnel); Power concrete curing machine operator; Power concrete saw operator; Power-driven jumbo form setter operator; Power sweeper operator; Roller operator (compacting}; Screed operator (asphalt or concrete); Trenching machine operator (up to 6 ft.); Vacuum or much truck GROUP 5: Articulating material hauler; Asphalt plant engineer; Batch plant operator; Bit sharpener; Concrete joint machine operator (canal and similar type); Concrete planer operator; Dandy digger; Deck engine operator; Derrickman (oilfield type); Drilling machine operator, bucket or auger types (Calweld 100 bucket or similar types - Watson 1000 auger or similar types - Texoma 330, 500 or 600 auger or similar types - drilling depth of 45' maximum); Drilling machine operator (including water wells); Hydrographic seeder machine operator (straw, pulp or seed), Jackson track maintainer, or similar type; Kalamazoo Switch tamper, or similar type; Machine tool operator; Maginnis internal full slab vibrator, Mechanical berm, curb or gutter concrete or asphalt); Mechanical finisher operator (concrete, Clary-Johnson-Bidwell or similar); Micro tunnel system (below ground); Pavement breaker operator (truck mounted); Road oil mixing machine operator; Roller operator (asphalt or finish), rubber-tired earth moving equipment (single engine, up to and including 25 yds. struck); Self-propelled tar pipelining machine operator; Skiploader operator (crawler and wheel type, over 3/4 yd. and up to and including 1-1/2 yds.); Slip form pump operator (power driven hydraulic lifting device for concrete forms); Tractor operator-bulldozer, tamper-scraper (single engine, up to 100 h.p. flywheel and similar types, up to and including D-5 and similar types); Tugger hoist operator (1 drum); Ultra high pressure waterjet cutting tool system operator; Vacuum blasting machine operator GROUP 6: Asphalt or concrete spreading operator (tamping or or 19 7/2/0210:53 AM , 1 a finishing); Asphalt paving machine operator (Barber Greene or similar type); Asphalt-rubber distribution operator; Backhoe operator (up to and including 3/4 yd.), small ford, Case or similar; Cast-in-place pipe laying machine operator; Combination mixer and compressor operator (gunite work); Compactor operator (self-propelled); Concrete mixer operator (paving); Crushing plant operator; Drill Doctor; Drilling machine operator, Bucket or auger types (Calweld 150 bucket or similar types - Watson 1500, 2000 2500 auger or similar types - Texoma 700, 800 auger or similar types - drilling depth of 60' maximum); Elevating grader operator; Grade checker; Gradall operator; Grouting machine operator; Heavy-duty repairman; Heavy equipment robotics operator; Kalamazoo balliste regulator or similar type; Kolman belt loader and similar type; Le Tourneau blob compactor or similar type; Loader operator (Athey, Euclid, Sierra and similar types); Ozzie gadder or similar types; P.C. slot saw; Pneumatic concrete placing machine operator (Hackley-Presswell or similar type); Pumpcrete gun operator; Rotary drill operator (excluding caisson type); Rubber-tired earth-moving equipment operator (single engine, caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. up to and including 50 cu. yds. struck); Rubber-tired earth-moving equipment operator (multiple engine up to and including 25 yds. struck); Rubber-tired scraper operator (self-loading paddle wheel type-John Deere, 1040 and similar single unit); Self- propelled curb and gutter machine operator; Shuttle buggy; Skiploader operator (crawler and wheel type over 1-1/2 yds. up to and including 6-1/2 yds.); Soil remediation plant operator; Surface heaters and planer operator; Tractor compressor drill combination operator; Tractor operator (any type larger than D-5 - 100 flywheel h.p. and over, or similar-bulldozer, tamper, scraper and push tractor single engine); Tractor operator (boom attachments), Traveling pipe wrapping, cleaning and bendng machine operator; Trenching machine operator (over 6 ft. depth capacity, manufacturer's rating); Ultra high pressure waterjet cutting tool system mechanic; Water pull (compaction) operator GROUP 7: Drilling machine operator, Bucket or auger types (Calweld 200 B bucket or similar types-Watson 3000 or 5000 auger or similar types-Texoma 900 auger or similar types-drilling depth of 105' maximum); Dual drum mixer, dynamic compactor LDC350 (or similar types); Monorail locomotive operator (diesel, gas or electric); Motor patrol-blade operator (single engine); Multiple engine tractor operator (Euclid and similar type-except Quad 9 cat.); Rubber-tired earth-moving equipment operator (single engine, over 50 yds. struck); Pneumatic pipe ramming tool and similar types; Prestressed wrapping machine operator; Rubber-tired earth-moving equipment operator (single engine, over 50 yds. struck); Rubber tired earth moving equipment operator (multiple engine, Euclid, caterpillar and similar over 25 yds. and up to 50 yds. struck), Tower crane repairman; Tractor loader operator (crawler and wheel type over 6-1/2 yds.); Woods mixer operator (and similar Pugmill equipment) GROUP 8: Auto grader operator; Automatic slip form operator; Drilling machine operator, bucket or auger types (Calweld, auger 200 CA or similar types - Watson, auger 6000 or similar types - Hughes Super Duty, auger 200 or similar types - drilling depth of 175' maximum); Hoe ram or similar with compressor; Mass excavator operator less tha 750 cu. yards; Mechanical finishing machine operator; Mobile form traveler operator; Motor patrol operator (multi-engine); Pipe mobile machine operator; Rubber-tired earth- moving equipment operator (multiple engine, Euclid, Caterpillar 7 of 19 7/24i0210:5~ Ai~9 } k and similar type, over 50 cu. yds. struck}; Rubber-tired self- loading scraper operator (paddle-wheel-auger type self-loading - two (2) or more units) GROUP 9: Rubber-tired earth-moving equipment operator operating equipment with push-pull system (single engine, up to and including 25 yds. struck) GROUP 10: Canal liner operator; Canal trimmer operator; Remote- control earth-moving equipment operator (operating a second piece of equipment: $1.00 per hour additional}; Wheel excavator operator (over 750 cu. yds.} GROUP 11: Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. and up to and including 50 yds. struck); Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (multiple engine-up to and including 25 yds. struck) GROUP 12: Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (single engine, over 50 yds. struck}; Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck} GROUP 13: Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (multiple engine, Euclid, Caterpillar and similar, over 50 cu. yds. struck); Tandem tractor operator (operating crawler type tractors in tandem - Quad 9 and similar type) GROUP 14: Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - single engine, up to and including 25 yds. struck) GROUP 15: Rotex concrete belt operator (or similar types); Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds.and up to and including 50 cu. yds. struck}; Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - multiple engine, up to and including 25 yds. struck) GROUP 16: Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - single engine, over 50 yds. struck); Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps, and similar types in any combination, excluding compaction units - multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck} GROUP 17: Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck} GROUP 18: Rubber-tired earth-moving equipment operator, $ of 19 7i2410~ 10:53 AiVI e e operating equipment with the tandem push-pull system (single engine, up to and including 25 yds. struck) GROUP 19: Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. and up to and including 50 yds. struck); Rubber-tired earth-moving equipment operator, operating with the tandem push-pull system (multiple engine, up to and including 25 yds. struck) GROUP 20: Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (single engine, over 50 yds. struck); Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck) GROUP 21: Concrete pump operator-truck mounted; Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck) CRANES, PILEDRIVING AND HOISTING EQUIPMENT CLASSIFICATIONS GROUP 1: Engineer oiler; Fork lift operator (includes Toed, lull or similar types} GROUP 2: Truck crane oiler GROUP 3: A-frame or winch truck operator; Ross carrier operator (jobsite) GROUP 4: Bridge-type unloader and turntable operator; Helicopter hoist operator GROUP 5: Hydraulic boom truck; Stinger crane (Austin-Western or similar type); Tugger hoist operator (1 drum} GROUP 6: Bridge crane operator; Cretor crane operator; Hoist operator (Chicago boom and similar type); Lift mobile operator; Lift slab machine operator (Vagtborg and similar types); Material hoist and/or manlift operator; Polar gantry crane operator; Self Climbing scaffold (or similar type}; Shovel, backhoe, dragline, clamshell operator (over 3/4 yd. and up to 5 cu. yds. mrc); Tugger hoist operator GROUP 7: Pedestal crane operator; Shovel, backhoe, dragline, clamshell operator (over 5 cu. yds. mrc); Tower crane repair; Tugger hoist operator (3 drum) GROUP S: Crane operator (up to and including 25 ton capacity); Crawler transporter operator; Derrick barge operator (up to and including 25 ton capacity); Hoist operator, stiff legs, Guy derrick or similar type (up to and including 25 ton capacity); Shovel, backhoe, dragline, clamshell operator (over 7 cu. yds., M.R.C.) GROUP 9: Crane operator (over 25 tons and up to and including 50 tons mrc); Derrick barge operator (over 25 tons up to and including 50 tons mrc); Highline cableway operator; Hoist operator, stiff legs, Guy derrick or similar type (over 25 tons up to and including 50 tons mrc}; K-crane operator; Polar crane operator; Self erecting tower crane operator maximum lifting 9 of 19 7/2410210:53 nM L f capacity ten tons GROUP 10: Crane operator (over 50 tons and up to and including 100 tons mrc); Derrick barge operator (over 50 tons up to and including 100 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 50 tons up to and including 100 tons mrc), Mobile tower crane operator (over 50 tons, up to and including 100 tons M.R.C.); Tower crane operator and tower gantry GROUP 11: Crane operator (over 100 tons and up to and including 200 tons mrc); Derrick barge operator (over 100 tons up to and including 200 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 100 tons up to and including 200 tons mrc); Mobile tower crane operator (over 100 tons up to and including 200 tons mrc) GROUP 12: Crane operator (over 200 tons up to and including 300 tons mrc); Derrick barge operator (over 200 tons up to and including 300 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 200 tons, up to and including 300 tons mrc); Mobile tower crane operator (over 200 tons, up to and including 300 tons mrc) GROUP 13: Crane operator (over 300 tons); Derrick barge operator (over 300 tons); Helicopter pilot; Hoist operator, stiff legs, Guy derrick or similar type (over 300 tons); Mobile tower crane operator (over 300 tons) TUNNEL CLASSIFICATIONS a GROUP 1: Skiploader (wheel type up to 3/4 yd. without attachment) GROUP 2: Power-driven jumbo form setter operator GROUP 3: Dinkey locomotive or motorperson (up to and including 10 tons) GROUP 4: Bit sharpener; Equipment greaser (grease truck); Slip form pump operator (power-driven hydraulic lifting device for concrete forms); Tugger hoist operator (1 drum); Tunnel locomotive operator (over 10 and up to and including 30 tons) GROUP 5: Backhoe operator (up to and including 3/4 yd.); Small Ford, Case or similar; Drill doctor; Grouting machine operator; Heading shield operator; Heavy-duty repairperson; Loader operator (Athey, Euclid, Sierra and similar types); Mucking machine operator (1/4 yd., rubber-tired, rail or track type); Pneumatic concrete placing machine operator (Hackley-Presswell or similar type); Pneumatic heading shield (tunnel); Pumpcrete gun operator; Tractor compressor drill combination operator; Tugger hoist operator (2 drum); Tunnel locomotive operator (over 30 tons) GROUP 6: Heavy Duty Repairman GROUP 7: Tunnel mole boring machine operator ENGI0012D 08/01/2001 Rates Fringes POWER EQUIPMENT OPERATORS: DREDGING: Leverman 33.65 11.30 Dredge dozer 30.18 11.30 10 of 19 7/24/02 i 0:53 Aivi d Deckmate 30.07 11.30 winch operator (stern winch on dredge) 29.52 11.30 Fireman; deckhand and bargeman 28.98 11.30 Barge mate 29.59 11.30 IRON0001P 07/01/2002 Rates Fringes INYO, KERN excluding China Lake Naval Test Station and Edwards Air Force Base and MONO Counties: Fence erector 25.97 15.29 Ornamental, reinforcing and structural 26.86 15.29 CHINA LAKE NAVAL TE5T STATION AND EDWARDS AIR FORCE BASE: Fence erector 28.97 15.29 Ornamental, reinforcing and structural 29.86 15.29 * LABO0001B 07/01/2002 Rates Fringes BRICK TENDER 21.10 9.57 * LABO0002H 07/01/2002 Rates Fringes LABORERS: GROUP 1 20.10 9.98 GROUP 2 20.65 9.98 GROUP 3 21.20 9.98 GROUP 4 22.75 9.98 GROUP 5 23.10 9.98 TUNNEL LABORERS: GROUP 1 23.01 9.98 GROUP 2 23.33 9.98 GROUP 3 23.79 9.98 GROUP 4 24.48 9.98 GUNITE LABORERS: GROUP 1 22.84 12.73 GROUP 2 21.89 12.73 GROUP 3 18.35 12.73 HOUSEMOVERS (ONLY WHERE HOUSEMOVING IS INCIDENTAL TO A CONSTRUCTION CONTRACT): Housemover 15.50 8.38 Yard maintenance person 15.25 8.38 FOOTNOTE: GUNITE PREMIUM PAY: Workers working from a Bosn'n's Chair or suspended from a rope or cable shall receive 40 cents per hour above the foregoing applicable classification rates. Workers doing gunite and/or shotcrete work in a tunnel shall receive 35 cents per hour above the foregoing applicable classification rates, paid on a portal-to-portal basis. Any work performed on, in or above any smoke stack, silo, I 1 of 19 ~ 7/2410210:53 AM r , storage elevator or similar type of structure, when such structure is in excess of 75'-0" above base level and which work must be performed in whole or in part more than 75'-0" above base level, that work performed above the 75'-0" level shall be compensated for at 35 cents per hour above the applicable classification wage rate. LABORER CLASSIFICATIONS GROUP 1: Cleaning and handling of panel forms; Concrete screeding for rough strike-off; Concrete, water curing; Demolition laborer, the cleaning of brick if performed by a worker performing any other phase of demolition work, and the cleaning of lumber; Fire watcher, limber, brush loader, piler and debris handler; Flag person; Gas, oil and/or water pipeline laborer; Laborer, asphalt-rubber material loader; Laborer, general or construction; Laborer, general clean-up; Laborer, landscaping; Laborer, jetting; Laborer, temporary water and air lines; Material hose operator (walls, slabs, floors and decks); Plugging, filling of shee bolt holes; Dry packing of concrete; Railroad maintenance, repair track person and road beds; Streetcar and railroad construction track laborers; Rigging and signaling; Scaler; Slip form raiser; Tar and mortar; Tool crib or tool house laborer; Traffic control by any method; Window cleaner; Wire mesh pulling - all concrete pouring operations GROUP 2: Asphalt shoveler; Cement dumper (on 1 yd. or larger mixer and handling bulk cement); Cesspool digger and installer; Chucktender; Chute handler, pouring concrete, the handling of the chute from readymix trucks, such as walls, slabs, decks, floors, foundation, footings, curbs, gutters and sidewalks; Concrete curer, impervious membrane and form oiler; Cutting torch operator (demolition}; Fine grader, highways and street paving, airport, runways and similar type heavy construction; Gas, oil and/or water pipeline wrapper - pot tender and form person; Guinea chaser; Headerboard person - asphalt; Laborer, packing rod steel and pans; Membrane vapor barrier installer; Power broom sweeper {small); Riprap stonepaver, placing stone or wet sacked concrete; Roto scraper and tiller; Sandblaster (pot tender); Septic tank digger and installer{lead); Tank scaler and cleaner; Tree climber, faller, chain saw operator, Pittsburgh chipper and similar type brush shredder; Underground laborer, including caisson bellower GROUP 3: Buggymobile person; Concrete cutting torch; Concrete pile cutter; Driller, jackhammer, 2-1/2 ft. drill steel or longer; Dri-pak-it machine; Gas, oil and/or water pipeline wrapper, 6-in. pipe and over, by any method, inside and out; High scaler (including drilling of same}; Hydro seeder and similar type; Impact wrench multi-plate; Kettle person, pot person and workers applying asphalt, lay-kold, creosote, lime caustic and similar type materials {"applying" means applying, dipping, brushing or handling of such materials for pipe wrapping and waterproofing); Operator of pneumatic, gas, electric tools, vibrating machine, pavement breaker, air blasting, come-alongs, and similar mechanical tools not separately classified herein; Pipelayer's backup person, coating, grouting, making of joints, sealing, caulking, diapering and including rubber gasket joints, pointing and any and all other services; Rock Slinger; Rotary scarifier or multiple head concrete chipping scarifier; Steel headerboard and guideline setter; Tamper, Barko, Wacker and similar type; Trenching machine, hand-propelled GROUP 4: Asphalt raker, lute person, ironer, asphalt dump of 19 7/2410210:5 3 AM a t person, and asphalt spreader boxes (all types); Concrete core cutter (walls, floors or ceilings), grinder or sander; Concrete saw person, cutting walls or flat work, scoring old or new concrete; Cribber, shorer, lagging, sheeting and trench bracing, hand-guided lagging hammer; Head rock slinger; Laborer, asphalt- rubber distributor boot person; Laser beam in connection with laborers' work; Oversize concrete vibrator operator, 70 lbs. and over; Pipelayer performing all services in the laying and installation of pipe from the point of receiving pipe in the ditch until completion of operation, including any and all forms of tubular material, whether pipe, metallic or non-metallic, conduit and any other stationary type of tubular device used for the conveying of any substance or element, whether water, sewage, solid gas, air, or other product whatsoever and without regard to the nature of material from which the tubular material is fabricated; No-joint pipe and stripping of same; Prefabricated manhole installer; Sandblaster (nozzle person), water blasting, Porta Shot-Blast GROUP 5: Blaster powder, all work of loading holes, placing and blasting of all powder and explosives of whatever type, regardless of method used for such loading and placing; Driller: All power drills, excluding jackhammer, whether core, diamond, wagon, track,. multiple unit, and any and all other types of mechanical drills without regard to the form of motive power; Toxic waste removal TUNNEL LABORER CLASSIFICATIONS GROUP 1: Batch plant laborer; Bull gang mucker, track person; Changehouse person; Concrete crew, including rodder and spreader; Dump person; Dump person (outside); 5wamper (brake person and switch person on tunnel work}; Tunnel materials handling person GROUP 2: Chucktender, cabletender; Loading and unloading agitator cars; Nipper; Pot tender, using mastic or other materials (for example, but not by way of limitation, shotcrete, etc.); Vibrator person, jack hammer, pneumatic tools (except driller) GROUP 3: Blaster, driller, powder person; Chemical grout jet person; Cherry picker person; Grout gun person; Grout mixer person; Grout pump person; Jackleg miner; Jumbo person; Kemper and other pneumatic concrete placer operator; N~iner, tunnel (hand or machine); Nozzle person; Operating of troweling and/or grouting machines; Powder person (primer house); Primer person; Sandblaster; shotcrete person; Steel form raiser and setter; Timber person, retimber person, wood or steel; Tunnel Concrete finisher GROUP 4: Diamond driller; Sandblaster; Shaft and raise work GUNITE LABORER CLASSIFICATIONS GROUP 1: Nozzle person and rod person GROUP 2: Gun person GROUP 3: Rebound person LAB00783C 08/01/2001 Rates Fringes INYO AND KERN COUNTIES: Plasterer tender 22.30 9.62 Plaster clean-up laborer 19.75 9.62 i 3 of 19 7/2~f0210:53 A►~~ e ~ MONO COUNTY Mountain Warfare Training Center, and U.S. Marine Corps Pickle Meadows: PLASTERER TENDER 25.30 9.62 PLASTER CLEANUP LABORER 22.75 9.62 Mono County remainder of County) PLASTERER TENDER 22.30 9.62 PLASTER CLEANUP LABORER 19.75 9.62 LABO0882B 01/01/2002 Rates Fringes ASBESTOS REMOVAL LABORER 20.97 7.65 SCOPE OF WORK: Includes site mobilization, initial site cleanup, site preparation, removal of asbestos-containing material and toxic waste, encapsulation, enclosure and disposal of asbestos- containing materials and toxic waste by hand or with equipment or machinery; scaffolding, fabrication of temporary wooden barriers and assembly of decontamination stations. * LABO1184A 07/01/2002 Rates Fringes LABORERS - STRIPING: GROUP 1 20.65 8.42 GROUP 2 21.50 8.42 GROUP 3 23.82 8.42 GROUP 4 26.02 8.42 LABORERS - STRIPING CLASSIFICATIONS GROUP 1: Protective coating, pavement sealing, including repair and .filling of cracks by any method on any surface in parking lots, game courts and playgrounds; carstops; operation of all related machinery and equipment; equipment repair technician GROUP 2: Traffic surface abrasive blaster; pot tender - removal of all traffic lines and markings by any method (sandblasting, waterblasting, grinding, etc.) and preparation of surface for coatings. Traffic control person: controlling and directing traffic through both conventional and moving lane closures; operation of all related machinery and equipment GROUP 3: Traffic delineating device applicator: Layout and application of pavement markers, delineating signs, rumble and traffic bars, adhesives, guide markers, other traffic delineating devices including traffic control. This category includes all traffic related surface preparation (sandblasting, waterblasting, grinding) as part of the application process. Traffic protective delineating system installer: removes, relocates, installs, permanently affixed roadside and parking delineation barricades, fencing, cable anchor, guard rail, reference signs, monument markers; operation of all related machinery and equipment; power broom sweeper GROUP 4: Striper: layout and application of traffic stripes and markings; hot thermo plastic; tape traffic stripes and markings, including traffic control; operation of all related machinery and equipment PAIN0036C 07/01/2001 14 of 19 ii24i02 IO:Ss ANt r o Rates Fringes PAINTERS (includes lead abatement): Work on service stations and and car washes; Small new commercial work (defined as construction up to and including 3 stories in height, such as small shopping centers, small stores, small office buildings and small food establishments); Small new industrial work (defined as light metal buildings, small warehouses, small storage facilities and tilt-up buildings); Repaint work (defined as repaint of any structure with the exception of work involving the aerospace industry, breweries, commercial recreational facilities, hotels which operate commercial establishments as part of hotel service, and sports facilities); Tenant improvement work (defined as tenant improvement work not included in conjunction with the construction of the building, and all repainting of tenant improvement projects 18.30 5.63 All other work 20.40 5.63 PAIN0036J 10/01/2001 Rates Fringes DRYWALL FINISHER 22.14 7.93 PAIN0169B 07/01/2001 Rates Fringes GLAZIER 24.75 8.52 PAIN1247A 10/01/1997 Rates Fringes SOFT FLOOR LAYER 19.47 5.66 * PLAS0200G 08/01/2001 Rates Fringes U.S. MARINE CORPS-PICKLE MEADOW AND MOUNTAIN WARFARE TRAINING CENTER: PLASTERERS 31.66 3.80 REMAINDER OF MONO COUNTY, KERN AND INYO COUNTIES: PLASTERERS 28.66 3.$0 15 of 19 7/2410210:53 Ali e * PLAS0500B 07/01/2002 Rates Fringes CEMENT MASON 23.05 11.56 PLUM0355C 07/01/2002 Rates Fringes LANDSCAPE FITTER; UNDERGROUND UTILITY WORKER 23.90 4.90 PLUM0409B 01/01/2000 Rates Fringes INYO AND MONO COUNTIES: PLUMBER; STEAMFITTER; REFRIGERATION 27.67 8.87 KERN COUNTY: Encompasses all the central valley: Bakersfield, Lamont, Arvin, Frazier Park, Taft, Shafter, Wasco, McFarland and Deleano PLUMBER; STEAMFITTER; REFRIGERATION 22.67 8.87 Encompasses Kernville, Tehachapi, Lake Isabella, Mohave, Monolith and Weldon PLUMBER; STEAMFITTER; REFRIGERATION: 25.67 8.87 Encompasses the far eastern side of Kern County, which includes Edwards Air Force Base, Rosamond, Boron, China Lake Naval Weapons Center and RidgecresT PLUMBER; STEAMFITTER; REFRIGERATION 27.67 8.87 FOOTNOTE: Work from a swinging scaffold, swinging basket, spider or from a bosun chair: 10~ above the regular rate of pay for that day. ROOF0027A 07/01/2002 Rates Fringes ROOFER 21.60 7.15 FOOTNOTE: Work with pitch, pitch base of pitch impregnated products or any material containing coal tar pitch, on any building old or new, where both asphalt and pitchers are used in the application of a built-up roof or tear off: $2.00 per hour additional. SFCA0669G 04/01/2002 Rates Fringes SPRINKLER FITTER (FIRE) 29.35 6.05 SHEE0102B 07/01/2001 Rates Fringes 15 of 19 7i2~lGi 10:53 r~iv~ INYO, KERN (east of Hwy #395 from Red Mountain to the Inyo County Line) AND MONO COUNTIES: COMMERCIAL: Work on all commercial HVAC for creature comfort and computers clean rooms, architectural metals, metal roofing and lagging, over insulation SHEET METAL WORKER 28.60 10.39 SHEE0102C 01/01/2001 Rates Fringes INYO, KERN {BAST OF hWY #395 from Red Mountain to the Inyo County Line and MONO COUNTIES: INDUSTRIAL Work on all air pollution control systems, noise abatement panels, blow pipe, air-veyor systems, dust collecting, baghouses, heating, air conditioning, and ventilating (other than creature comfort) and all other industrial work, including metal insulated ceilings SHEETMETAL WORKER 24.91 13.62 SHEE0108A 02/01/2002 Rates Fringes KERN COUNTY (excluding that portion east of Highway 395) SHEET METAL WORKER 24.85 9.77 TEAM0011C 07/01/2002 Rates Fringes Edwards Air Force Base; China Lake Naval Air Weapons Station, and Mountain Warfare Training Center (Bridgeport) TRUCK DRIVERS: GROUP 1 24.84 12.84 GROUP 2 24.99 12.84 GROUP 3 25.12 12.84 GROUP 4 25.31 12.84 GROUP 5 25.25 12.84 GROUP 6 25.37 12.84 GROUP 7 25.62 12.84 GROUP 8 25.87 12.84 GROUP 9 26.02 12.84 GROUP 10 26.37 12.84 GROUP 11 26.87 12.84 INYO, KERN remainder of county) and MONO (remainder of county): TRUCK DRIVERS GROUP 1 21.84 12.84 GROUP 2 21.99 12.84 GROUP 3 22.12 12.84 GROUP 4 22.31 12.84 GROUP 5 22.25 12.84 GROUP 6 22.37 12.84 i of 19 7i24i021 t~:S3 AN( J GROUP 7 22.62 12.84 GROUP 8 22.87 12.84 GROUP 9 23.02 12.84 GROUP 10 23.37 12.84 GROUP 11 23.87 12.84 TRUCK DRIVER CLASSIFICATIONS GROUP 1: Truck driver GROUP 2: Driver of vehicle or combination of vehicles - 2 axles; Traffic control pilot car excluding moving heavy equipment permit load; Truck-mounted broom GROUP 3: Driver of vehicle or combination of vehicles - 3 axles; Boot person; Cement mason distribution truck; Fuel truck driver; Water truck - 2 axle; Dump truck, less than 16 yds. water level; Erosion control driver GROUP 4: Driver of transit mix truck, under 3 yds.; Dumpcrete truck, less than 6-1/2 yds. water level GROUP 5: Water truck, 3 or more axles; Truck greaser and tire person ($0.50 .additional for tire person); Pipeline and utility working truck driver, including winch truck and plastic fusion, limited to pipeline and utility work; Slurry truck driver GROUP 6: Transit mix truck, 3 yds. or more; Dumpcrete truck, 6-1/2 yds. water level and over; Vehicle or combination of vehicles - 4 or more axle; Oil spreader truck; Dump truck, 16 yds. to 25 yds. water level GROUP 7: A Frame, .Swedish crane or similar; Forklift driver; Ross carrier driver GROUP 8: Dump truck, 25 yds. or more water level; Truck repair person; Water pull - single engine; Welder GROUP 9: Truck repair person/welder; Low bed driver, 9 axles or over GROUP 10: Dump truck - 50 yds. or more water level; Water pull - single engine with attachment GROUP 11: Water pull - twin engine; Water pull - twin engine with attachments; Winch truck driver - $1.25 additional when operating winch or similar special attachments WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29 CFR 5.5 (a) (1) (ii)) . In the listing above, the "SU" designation means that rates listed under that identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing. WAGE DETERMINATION APPEALS PROCESS 18 of l9 7/2410210:53 AtiZ :a 1.) Has there been an initial decision in the matter? This can be• * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U. S. Department of Labor 200 Constitution Avenue, N. W. Washington, D. C. 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N. W. Washington, D. C. 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Aaministrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). write to: Administrative Review Board U. S. Department of Labor 200 Constitution Avenue, N. W. Washington, D. C. 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION ~ 9 of 19 7i24i02 10:53 AEI 0 tip ~ ~ Z ~ ~ 0 n n o~ ~ ~ N ~ ~ ~ `c ~ ti ~ N ~ ti ~ ti ~ O 0~ ~ ~ ~ y n ~ ~ ~ ~ Q~ ~ ~ '1~ r 0 0 ~ ~ N ~ ~ ~ ~i cn ~ 0 ;Q c~ J ~ ~ ~ ~ N ~ ~ ~ ~ ~ D ~ ~ a, ~ ~-~~.a C ~ N ~ N I ti D~~ I N I n j~ y y y y y y y y y y y ~1 ~D ~ ~ n nnn n n n n n n nnn J ~ ~ ~ 0 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I p ~ ~D -0 -0 -0 -0 ~ ~ • ~ I I I I I I ~ I l a~ v J ~ 1~. 4 -I -i -i -I -I -i y ~ , o ~ ~ ~ ~ m~ ~ O ~ ~ ~ C Iv 'v o~ ~ m~ o 0 0 ~0 ~ 0 ~ Z ~ Z r ~'4 ~ ~ ~ O ~0~~ ~ ~ ~ yam ~ ~ ~ aM ~ ~ j• 1• Z ~ ~ ° a o ~ o o D ~ ~ ~ o, ~ 3 ~ ~a ~ O C ~ ~ ~ ~•~a~ Z O o•~ti~ r . ~ ~ ~ ~ • O~ ~ ~ ~ ° ~ ~ ~o ~ ~ N ~ c o ~ ~ ~ ~ o ~ ~ o ~ ~ c~ ~ ~ O ~ 0 ~ 4 cq' ~ J r+.0 ~ 1 ~ rn TABLE OF CONTENTS PART A i NOTICE TO CONTRACTORS A-1 SECTION 1 - DEF1NITi0NS AND TERMS 1-1.01 General A-3 1-1.02 Definitions and Terms ~ A-4 SECTION 2 -PROPOSAL REQUIREMENTS 2-~i .01 General lnformation A-5 2-1..02 Approximate Estimate A-5 2-1.03 Examination of Plans, Specifications, Special Provisions, and Site of Work A-5 2-1.04 Rejection of Proposals Containing Alterations, Erasures or Irregularities A-5 2-1.05 Proposal Form A-5 2-1.06 Bidder's Guarantee A-6 ~2-1.07 Required Listing of Proposed Subcontractors A-6 2-1.08 Bid Submittal Items A-6 . 2-1.09 Omissions in Specifications and Drawings A-6 2-1.10 Withdrawal of Proposals A-6 2-1.11 Public Opening of Proposals A-6 2-1.12 Relief of Bidders A-7 2-1.13 Disquali#ication of Bidders A-7 2-1.14 Disadvantaged Business Enterprise (DBE) . A-7 2-1.14A DBE Goal For This Project , , A-9 2-1.14BSubmission of DBE lnformation ~ . . A-9 2-1.15 Federal Lobbying Restrictions . A-10 SECTION 3 -AWARD AND EXECUTION OF CONTRACT ~3-t.01 General A-12 3-1.02 Award of Contract A-12 3-1.03 Contract Bonds . , , A-1 2 3-1:44 Execution of Contract A-12 3-1.05 Return~of Bidder's Guarantees A-1~2 SECTION 4 -BEGINNING OF WORK, TIME OF COMPLETION AND LIQUIDATED DAMAGES 4-1.01 General ~ A-1~3 SECTION 5 -GENERAL 5-1.01 ~ State Contract Act Not Applicable ~ A-14 5-1.02 Alteration in Quantity of Work ~ , ~ A-14 5-1.03 Control of Work ~ . , , . A-14 5-1.04 Prevailing Wages ~ A-14 5-1.05 Payroll Records . A-15 5-1.06 Labor Nondiscrimination ~ A-15 5-1.07 Apprentices ........................................................C A-15 5-1.08 ~ Trench Safety . . A-15 5-1.09 Sound Control Requirements . . A-16 5-1.10 Permits and Licenses A-16 . 5-1.11 Working Hours A-16 5-1.12 ~ Laws to Be Observed . ~ A-16 5-1.13 Contractor's Insurance ~ , A-16 5-1.13a Indemnity . . A-16 5-1.13binsurance...~ A-16 5-1.14 Contractor's Authority ~ l , A-16 5-1.15 Work in City Streets A-16 5-1:16 Right of Way A-16 5-1.17 Suspension of Contract A-17 5-1.18 Temporary Suspension of Work A-17 5-1.19 Payments . . A-17 5-1.20 Final Payment A-17 5-:1.21 Increased or Decreased Quantities A-18 5-1.22 Hazardous Materials . A-18 5-1.23 Buy America Requirements A-18 5-1.24 Subcontractor and DBE Records A-18 5-1.25 DEB Certification Status A-19 5-1.26 Performance of DBE Subcontractors and Suppliers A-19 5-1.27 Subcontracting ~ , . A-20 5-1.28 Prompt Progress Payment to Subcontractors A-20 5-1.29 Prompt Payment of Withheld Funds to Subcontractors . A-20 5-1.30 DBE Utilization , A-21 SECTION 6 - CONTROL OF MATERIALS 6-1.01 General A-22 6-1,02 Borrow, Disp©sal and Material Sites A-22 6-1.03 Certificates of Compliance A-22 PART B FEDERAL REQUIREMENTS FOR FEDERAL-AID CONSTRUCTION PROJECTS REQUIRED CONTRACT PROVISIONS (FORM 1273) FEDERAL PREVAILING WAGE PAYMENT INFQRMATION DAVIS-BACON WAGE DETERMINATION SHEETS PART C SECTION 7 -GENERAL CONSTRUCTION 7-1.01 Order of Work . . C-1 7-1.02 Relations With Kern County . C-1 7-1,03 Obstructions . . C-1 7-1.04 Maintaining Traffic C-2 7-1.05 Existing Highway Facilities C-3 7-1..06 Sawcut Asphalt Concrete Pavement . C-3 7-1.07 Remove Traffic Stripes and Pavement Markings C-3 7-.1.08 Remove Roadside Signs . C-4 7-1:09 Clearing and Grubbing C-4 7-1.10 Dust Control C-4 7-1.11 Roadside Signs , C-4 7-1.12 Overhead Signs C-5 7-1.13 Hazardous UVaste in Excavation C-5 7-1.14 Remove Concrete D-5 _ ~7-1..15 Miscellaneous Concrete Construction C-5 7-1.16 Traffic Stripes and Pavement Markings . C-6 . 7-1.17 Traffic Delineation C-6 7-1.18 Pavement Markers .......1..........:.....~ C-6 SECTION 7-2 -TRAFFIC SIGNALS AND LIGHTING CONSTRUCTION 7-2.01 Foundations C-8 7-2.02 Conduit C-8 - 7-2,03 PuIlBoxes C-8 7-2.04 Conductors and Wiring C-9 7-2.05 Service C-9 7-2.06 .Testing C-9 7-2.07 Signal Faces and Signal Heads . C-10 7-2.08 Pedestrian Signal Face LED (Combination Signal) . C-19 7-2.09 Luminaries C-23 iii 7-2.10 Photoelectric Controls C-23 7-2.11 Controllers, Cabinets and Auxiliary Equipment C-23 1-2.12 Video Vehicle Detection System . C-23 7-2.13 Traffic Signal Interconnect C-24 7-2.14 Guarantee C-24 7-2.15 Payment C-24 County of Kern Encroachment Permit Copy) PART D PROPOSAL Proposal Form D-1 . Bidder's Bond D-5 Certificate of Assurance with Regard to Participation by .Disadvantaged Businesses in Subcontracting . D-7 Equal Employment Opportunity Certification . . D-8 Noncollusion Affidavit . , , . D-9 Debarment and Suspension Certification D-10 Nonlobbying Certification for Federal-Aid Contracts D-11 Disclosure of Lobbying Activities D-12 lnstruc#ions for Completion of SF-LLL, Disclosure of Lobbying Activities D-13 Local Agency Bidder -DBE- information D-14 DBE Information -Good Faith Efforts . D-15 PART E SAMPLE CONTRACT Construction Projects Agreement . E-1 Subcontracting Request. (Exhibit 16-B) . E-7 Faithful Performance Bond E-9 Material and Labor Bond , , E-10 Escrow Agreement #or Security Deposits in Lieu of Retention E-11 Guarantee -Material and Workmanship , E-13 Guarantee -Equipment E-14 Public Works Contrac# Award Information (DAS 140 Form) E-15 iv CITY OF BAKERSFiELD DEPARTMENT OF PUBLIC WORKS NOTICE TO CONTRACTORS SEALED PROPOSALS will be received by the City of Bakersfield at the Office of the Purchasing Officer, City Ha11,1501 Truxtun Avenue, Bakersfield, -California, until 11:00 o'clock A.M. on the date indicated on the cover sheet of these special provisions to be publicly opened and- read immediately thereafter in the City Council Chamber, for the #oliowing work: . Traffic Si nal and Li htin S stem Installation on g g g Y Hage .man. Road at Verdugo Lane Plans and specifications, and forms of proposal, bonds, and contract, may be obtained at the office of the Purchasing Officer by posting a refundable deposit of zero ($0) for each complete set. Refund of deposit will be made provided the plans and specifications are returned to the Purchasing Officer withintwenty-one (21 }days from date of bid opening and the documents ~ are in reasonable good condition. The City assumes no responsibility #ornon-receipt of bids due to any delay, including bu# not limited to carrier delay. It is the bidder's responsibility to meet the deadline stated above.. This project has a goal of 10 percent disadvantaged business enterprise (DBE) participation. THIS PROJECT IS SUBJECTTOTHE "BUYAMERICA" PROVISIONSOFTHE SURFACETRANSPORTATION ASSISTANCE ACT OF 1982 AS AMENDED BY THE INTERMODAL SURFACE TRANSPORTATION EFFICIENCY ACT OF 1991. - No bid will be considered unless it is made on a proposal form furnished by the Purchasing Officer, which appears herein immediately following the SPECIAL PROVISIONS of the project, and is made in accordance with the provisions set forth under Section 2, "Proposal Requirements. and Conditions", of the Standard Specifications and these special provisions. The City of Bakersfield reserves the right to reject any or all bids. Bids are required on the entire work described herein. Substitution of securities for moneys retained to ensure performance shall be permitted pursuant to the provisions and requirements of Public Contracts Code 22300. Eligible securities include interest bearing demand deposit accounts, standby letters of credit, or any other security agreed to by the Contractor and the City of Bakersfield. .The request for substi#ution of securities to be deposited shall be submitted on the form entitled "Escrow . Agreement for Security Deposits in Lieu of Retention", included in the Sample Contract section of these special .provisions. .The Contractor must possess a valid Class A or a Class C-i 0 Contractor's License at the time this contract is awarded. The Contractor shall ensure that all subcontractors are properly licensed for the work they are to perform. The proposed work shall be done in accordance with the Standard Specifications of the Department of Transportation, Business, Transportation- and Housing Agency, dated July,1992, except proposed work for all signal pole installations shall be dated Juiy,1995, insofar as the same may apply. This project is federally funded. Minimum wage rates for this project as predetermined by the Secretary of labor are set forth in the special provisions. Pursuant #o Part 7 of Division 2 of the California Labor Code (Section 1720, et seq.} the Contractor shall not pay less than the prevailing rate of wages to workers on this project as determined by the Director of California Department of Industrial Relations. The Director's schedule of prevailing . rates is on file and open for inspection at the City of Bakersfield, Department of Public Works, 1501 Truxtun Avenue, Bakersfield, California. A-1 The City of Bakersfield hereby notifies all bidders that it will affirmatively insure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded f ull opportunity to submit bids in response to this invitation. Pursuant to Section 1773 of the Labor Code, the general prevailing wage rates in the county in which the work is to be done have been determined by the Director of the California Department of Industrial Relations.. These wages are set forth in the General Prevailing Wage Rates for this project, available at City of Bakersfield, Public Works Departmen#,1501 Truxtun Avenue, Bakersfield, California and available from the California Department of Industrial Relations' Internet web site at http:l/www.dir.ca.gov. The Federal minimum wage rates for this project as predetermined by the United States Secretary of Labor are set forth in these special provisions, and in copies of this book that may be examined at the City's Purchasing Officer office described above. Addenda to modify the Federal minimum wage rates, if necessary, will be issued to all plan holders. Future effective - general prevailing wage rates which have been predetermined and are on file with the California Department of Industrial Relations are referenced but not printed in the general prevailing wage rates. Attention is directed to the Federal minimum wage rate requirements in these special provisions. If there is a difference between the minimum wage rates predetermin°ed by the Secretary of Labor and the general prevailing wage rates determined by the Director of the California Department of Industrial ,Relations for similar classifications of labor, the Contractor and subcontractors shall pay not less than the higher wage rate. The Department will not accept lower State wage rates no# specifically included in the Federal ,minimum wage determinations. This includes "helper" for other classifications based on hours of experience) or any other classification not appearing in the Federal wage determinations. Where Federal wage determinations do not contain the State wage rate determination~otherwise available for use by the Contractor and subcontractors, the Contractor and subcontractors shall pay not less than the Federal minimum wage ra#e which most closely approximates the duties of the employees in question. , A sample contract is included in this bid package. Please review it carefully, this is the contract the Contractor. shall be expected to execute without alteration. If any changes are desired they must be submitted to the City . for approval. If approved, the changes will be issued to all prospective contractors. Contractor shall not be allowed to alter or negotiate contract language after the acceptance of Contractor's proposal. Failure to execute the contrac# without alteration may result. in the rejection of the Contractor's proposal and the retaining of a different contractor by the City. , . A-2 GENERAL DESCRIPTION OF WORK The work to be performed consists, in general, of installing a complete Traffic Signal and Lighting System Installation on Hageman Road at Verdugo Lane and providing traffic signal synchronization between signals. The City of Bakersfield shall furnish the following equipment for the installation of the traffic signal and ligh#ing system as shown on the plans and in these special provisions as follows: 1) The Signal Standards, signal mast arms, luminaire mast arms, l A poles and corresponding connection hardware, anchor and mast arm mounting bolts at all pole locations as shown on the plans. 2) The signal controller cabinet and corresponding internal equipment unless otherwise shown on the plans and special provisions. 3) The Autoscope Vehicle Detection System 4) The Opticom Pre-emption system CITY OF BAKERSFIELD RAUL M. ROJAS Public Works Director A-3 CITY OF BAKERSFIELD, CALIFORNIA DEPARTMENT OF PUBLIC WORKS SPECIAL PROVISIONS SECTION 1-DEFINITIONS AND TERMS 1-1.01 GENERAL. This work embraced herein shall be done in accordance with the Standard Specifications entitled "State of California, Department of Transportation, Standard Specifications, July,1992," as referenced herein, insofar as the same may apply, which specifications are hereinafter referred to as the Standard Speci#ications, and in accordance with the folbwing special provisions. 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. 1-1,02 DEFINITIONS AND TERMS. All definitions and terms in Sections 1, "Definitions and Terms," of the Standard Specifications shall apply, except whenever the following terms or pronouns are used, the intent and meaning shall be as follows: City - City of Bakers#ield, California. Department of Transportation, CALTRANS -The Public Works Department of the City of Bakersfield. Director - Ci#y Engineer. Engineer -The City Engineer, acting either directly or through properly authorized agents, such agents acting within the scope of the particular duties entrusted #o them. Laboratory -The designated laboratory authorized by the City to test materials and work involved in the contracty Standard Specifications -Standard Specifications of the State of California, Department of Transportation, dated July, 1992. State -The City of Bakersfield. State Contract Act - Chapter. 1, Division 2 of the Public Con#ract Code. The provisions of #his act do not apply to this contract. Other terms appearing in the Standard Specifications, the general provisions, and the special provisions, shall have the intent and meaning specified in Section 1, Definition of Terms of the Standard Specifications. The terms bid and proposal are used in the same way and can be freely interchanged herein. A-4 SECTION 2 -PROPOSAL REQUIREMENTS 2-1.01 GENERAL INFORMATION. The Purchasing Officer of the City of Bakersfield, California, will receive at her office, City Ha11,1501 Truxtun Avenue, in said City, until 11:00 o'clock A.M. on the date indicated on the cover sheet of these special provisions sealed proposals for: Traffic Signal and fighting System Installation on Hageman Road at Verdugo Lane The bidder's attention is directed to the provisions in Section 2, "Proposal Requirements and Conditions," of the Standard Specifications and these special provisions for the requirements and conditions which the bidder must observe in the preparation of the .proposal form and the submission of the bid. In addition to the subcontractors required~to be listed in accordance with. Section 2-1.054, "Required Listing of Proposed Subcontractors," of the Standard Specifications, each proposal shall have listed therein the name and address of each DBE subcontractor to be used.for credit in meeting the. goals, and to whom the bidder proposes to directly subcontract portions of the work. The list of subcontractors shall also set forth the portion of work that will be done by each subcontractor listed. A sheet for listing the subcontractors is included in the Proposal. The form of Bidder's Bond mentioned in the last paragraph in Section 2-1.07, "Proposal Guaranty," of the . .Standard Specifications will be found following the signature page of the Proposal. In accordance with Public Contract Code Section 7106, a Noncollusion Affidavit is included in the Proposal. Signing the Proposal shall also constitute signature of the Noncollusion Affidavit. The Contractor, sub-recipient or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The contractor shall carry out applicable requirements of 49 CFR part 26 in the award and administration of DOT assisted contracts. Failure by the~contractor to carry out these requirements is a material breach of this contract, which may result in the termination of this contractor such other remedy as the recipient deems appropriate. Each subcontrac# signed by the bidder must include this assurance. 2-1.02 APPROXIMATE ESTIMATE. The Engineer's estimate of the quantities of work #o be done and materials to be furnished are approximate only, being given as a basis for the comparison of bids, and the City of Bakersfield does not expressly or by implication agree tha# the actual amount of work will correspond therewith, but reserves the right to increase or decrease the amoun# of any class or portion of the work or to omit portions of the work that may be deemed necessary or expedient by the .Engineer.. 2-1.03 EXAMINATION OF PLANS, SPECIFICATIONS, SPECIAL PROVISIONS, AND SITE OF WORK. The bidder is required ~to examine carefully the site of work, the. proposal, plans and specifications, and R contract #orms. It will be assumed that the bidder has performed said examination, and is satisfied as to the conditions to be encountered, the character, quality, and. quantities of work to beperformed and materials to be furnished, and as to the requirements of the specifications, the special provisions, and the ,contract. It is mutually agreed that the submission of a proposal shall be considered prima facie evidence that the bidder has made such examination. 2-1.04 REJECTION OF PROPOSALS CONTAINING ALTERATIQNS, ERASURES OR IRREGULARITIES. Proposals maybe rejected if they show any alterations of form, additions not called for, conditional or alternative bids, incomplete bids, erasures or irregulars#ies of any kind. Proposals in which the prices obviously . are unbalanced maybe rejected. The right is reserved to reject any and all proposals and waive any irregularity. 2-1.05 PROPOSAL FORM. All proposals must be made upon blank forms to be obtained from the Purchasing Officer, the form of which appears herein immediately following these special provisions. All proposals must give the prices proposed. The bidder shall include all unit prices, extended prices and total prices on the proposal form. If any of those prices are excluded, the submitted bid maybe deemed non- responsive. Where indicated on the various forms, the proposal must be signed by a person duly authorized by the bidder to bind the bidder to a contract. A-5 2-1.12 RELIEF OF BIDDERS. Attention is directed to the provisions of Public Contract Code Sections 5100 to. 5107, inclusive, concerning relief of bidders and in particular to the requirement therein, that if the bidder claims a mistake was made in his bid, the bidder shall give the Department written notice within five (5) days after the opening of the bids of the alleged mistake, specifying in the notice in detail how the mistake occurred. Public Contract Code Section 10285.1 (Chapter 376, Stats,1985) provides as follows: Any state agency may suspend, for a period of up to three (3) years from the date of conviction, any person from bidding upon, or being awarded, a public works or services contract with the agency under this part or from being a subcontractor at any tier upon the. contract,. if that. person, or any partner, member, officer, director, responsible managing officer, or responsible managing employee thereof, has been convicted by a court of competent jurisdiction of any charge of fraud, bribery, collusion, conspiracy, V or any other act in violation of any state or federal antitrust law in connection with the bidding upon, award of, or performance of, any public works contract, as defined in Section 1101, with any public entity, as defined in Section 1100, including for the purposes of this article, the Regents of the University of California or the Trustees of the California State University. A state agency may determine the eligibility of any person to enter into a contract under this article by requiring the, person to submit a statement under penalty of perjury declaring that neither the person nor any subcontractor to be engaged by the person has been convicted of any of the offenses referred to in this section within the preceding three t3) years. A form for the statement required by Section 10285.1 is included in the proposal. 2-1.13 DISQUALIFICATION QF BIDDERS. More than one proposal from an individual, firm, partnership, .corporation, or combination thereof under the same or different names will not be considered. Reasonable grounds for believing .that any individual, firm, partnership, corporation or combination thereof is interested in more than one proposal .for the work contempla#ed .may cause the rejection of all. proposals in which such individual, #irm, .partnership, corporation or combination thereof is interested. If there is reason for believing that collusion exists among the bidders any or all proposals maybe rejected. Proposals in which the prices obviously are unbalanced maybe rejected. 2-1.14 DISADVANTAGED BUSINESS ENTERPRISE (DBE). This project is subject to .Part 26, Title 49, Code of Federal Regulations entitled "Participation by Disadvantaged Business Enterprises, in Department of .Transportation Financial Assistance Programs." The Regulations in their entirety are incorporated herein by -this reference. Bidders shall be fullyinformed respecting the requirements of the Regulations and the Department's .Disadvantaged Business. Enterprise (DBE) program developed pursuant to the Regulations; particular attention. is directed to the following matters: A. A DBE must be a small business` concern as defined pursuant to Section 3 of U.S. Small Business Act ..and. relevant regulations promulgated pursuant thereto; B. A DBE may participate as a prime contractor,. subcontractor, joint venture partner with a prime or subcontractor, vendor of material or supplies, or as a trucking company; C. A DBE bidder, not bidding as a joint venture with anon-DBE, will be required. to document one or a combination of the #ollowing: 1. The bidder will meet the goal by performing work with its own forces. 2. The bidder will meet the goal through work performed by DBE subcon#ractors,~ suppliers or trucking companies. 3. The bidder, prior to bidding, made adequate good faith efforts to meet the goal. D. A DBE joint venture partner must be responsible for specific contract items of work, or portions thereof. Responsibility means actually performing, managing. and supervising. the work with its own forces. The DBE joint venture partner must share in the capital contribution, control, management, A-7 2. The DBE must itself own and operate at feast one fully licensed, insured, and opera#ional truck used on the contract; 3. The DBE receives credit for the total value of the transportation services it provides on the contract using trucks its owns, insures, and operates using drivers it employs; 4. The DBE may lease trucks from another DBE firm, including an owner-operator who is certified as a DBE. The DBE who leases trucks from another DBE receives credit for the total value of the transportation services the lessee DBE provides on the contract; 5. The DBE may also lease trucks from anon-DBE firm, including an owner-operator. ~ The DBE who ..leases trucks from anon-DBE is entitled to credit only for the fee or commission it receives as a result of the lease arrangement. The DBE does not receive credit for the total value of the transportation services provided by the lessee, since these services are not provided by a DBE; 6. For the purposes of this paragraph H, a lease must indicate that the DBE has exclusive use of and control over the truck. This does not preclude the leased truck from working for others during the term of the lease with the consent of the DBE, so long as the lease gives the DBE absolute priority for use of the leased truck. Leased trucks must display the name and identification number of the DBE. I. Noncompliance by the Contractor with the requirements of the regulations constitutes a breach of this contract and may result in termination of the contract or other appropriate remedy for a breach ®f this contract; J. Bidders are encouraged to use services offered by financial institutions, .owned and controlled by DBEs. Caltrans :has engaged the services of a contractor to provide: supportive services to contractors and subcontractors to assist in obtai-Wing DBE participation on federally funded construction projects.. Bidders and potential subcontractors should check the Caltrans website at http://www.dot.ca.~ov/hglbep to verify the current. availability of this service. 2-1.14A DBE GOAL FOR THIS PROJECT. The City has established-the following goal for Disadvantaged Business Enterprise (DBE) participation for thisproject: .Disadvantaged Business Enterprise tDBE):10 percent Caltrans has engaged the services of a con#ractor to provide supportive services to contractors and subcontractors to assist in obtaining DBE participation on federally funded construction projects. Bidders and potential subcontractors should check the Caltrans website at ht~:llwww.dot.ca.gov/hq/bep to verify .the current availability of this service. 2-1.148 SUBMISSION OF DBE INFORMATION. The required DBE information shall be submitted on the "LOCAL AGENCY BIDDER -DBE INFORMATION".form included in the Proposal. If the DBE information is notsubmitted with the bid, the DBE Information form shall be removed from the documents prior to submitting the bid. It is the bidder's responsibility to make enough work available #o DBEs and to select those portions of the work or material needs consistentwith the available DBEs to meetthe goal for DBE participation or to provide information to establish that, prior to bidding, the. bidder made adequate good faith efforts to do so. If DBE information is not submitted with the bid, the apparent. successful bidder (low bidder), the second I®w bidder and the third bw bidder shall submit DBE information to the City of Bakersfield, Purchasing Officer, 1501 Truxtun Avenue, Bakersfield, California so the information is received by the City of Bakersfield no later than 4:00 p.m. on the fourth~day, not including Saturdays, Sundays and legal holidays, #ollowing bid opening. DBE information sent by U.S. Postal Service certified mail with return receipt and certificate of mailing and mailed on or before the #hird day, not including Saturdays, Sundays and legal holidays, following bid opening will be accepted even if it is received after the fourth day following bid opening. Failure to submit the required A-9 If any funds other than Federal funds have been paid for the same purposes in connection with this Federal- aidcontract, the recipient shall submit an executed certification and, if required, .submit a completed disclosure form as part of the bid documents. A certification for Federal-aid contracts regarding payment of funds to lobby Congress or a Federal agency is included in the Proposal. Standard Form - LLL, "Disclosure of Lobbying Activities," with instructions for completion of the Standard Form is also included in the Proposal. Signing the Proposal shall constitute signature of the Certification. The above referenced certification and disclosure of lobbying activities shall be included in each subcontract and any lower-tier contracts exceeding $100,000. Ali disclosure forms, but not certifications, shall be forwarded from tier to tier until received by the Engineer. The Contractor, subcontractors and any lower-tier contractors shall file adisclosure-form at the end of~each calendar quarter in which there occurs any event that requires disclosure or tha# materia{ly affects the. accuracy of the information contained in any disclosure form previously filed by the Contractor, subcontractors and any lower-tier contractors. An event that materially affects the accuracy of the information reported includes: . A. A cumulative increase if $25,000 or more in the amount paid or expected to be paid for influencing or attempting to influence a covered Federal action; or B. A change in the person(s) or individual(s) influencing or attempting to influence a covered Federal . action; or . C. A change in the officer(s), employees(s), or Member(s) contacted to influence or attempt to influence a covered Federal Action. A-11 SECTION 4-BEGINNING OF WORK, TIME OF COMPLETION AND. LIQUIDATED DAMAGES 4-1.01 GENERAL.. Attention is directed to the provisions of Section 8-~ .03,Beginning ofi Work," Section 8-1.06, "Time of Completion," and Sec#ion 8-1.07,. "Liquida#ed Damages," of the Standard. Specifications, and is specifiically hereby made a part of these. special provisions. The first paragraph of Section 8-1.03, "Beginning of Work," of the Standard Specifications, is amended to read: The. Contractor shall ,begin work within fiifteen (15) days after receiving written notice to proceed. The Contractor shall diligently prosecute the same to completion ,before the expiration of 35 working .days. Contract working days will ,commence from the date. the Contractor begins work or the 15th calendar day from the date of the written notice to proceed, whichever comes first. The written notice to proceed shall.. be issued contingent upon the City having all supplied signal poles and electronic equipment available for installation at the time work is to begin for.the various phases of work. The Contractor shall pay to the City of Bakersfield the sum. of Five hundred Dollars .($500.00) per day for each and, every calendar day's delay in finishing the work beyond the Construction Completion Date identified in the ,following schedule. Full compensation for conforming to the requirements of this section shall be considered as included in the pricesa paid for the various items of work and no additional allowance will be made therefor. . A-13 a. FIFTY DOLLARS ($50) pursuant to Section 1775 of the Labor Code, per worker paid less than the amount to which he is entitled under said general prevailing rate of wages; and b. TWENTY-FIVE DOLLARS ($25} pursuant to Section 1813 of the Labor Code, perworker required to work more than eight (8) hours per day or more than forty. (40) hours per week, except as provided in Section 1815 of the Labor Code. 5-1.05 PAYROLL RECORDS. The fourth paragraph in Section 7-1.01 A(3), "Payroll Records," of the Standard Specifications is deleted and shall not. apply to this contract. 5-1.06 LABOR NONDISCRIMINATION. Attention is directed to Section 7-1.01 A(4), "Labor Nondiscrimination," of the Standard Specifications and these special provisions. Attention is also directed #o the requirements of the California Fair Employment and Housing Act (Government Code Sections 12900 through 12996), to the regulations promulgated by the Fair Employment and Housing Commission to implement said Act, .and to the nondiscrimination, affirmative action .and equal employment opportunity requirements in the special provisions.. 5-1.07 APPRENTICES. The Contractor's attention is directed to Section 7-1.01 A(5), "Apprentices," of the .Standard Specifications. All Contractors and Subcontractors shall comply with the provisions of Labor Code Sections, 1777.5, 1777.6, and 1777.7 relating to the employment of apprentices. if the Contractor does not have a union contract which provides for apprentices, the Contractor and all Subcontractors shall submit one of the following: . a. A copy of a "REQUEST FOR AN APPLICATION FOR A CERTIfICATE OF APPROVAL TO EMPLQY AND TRAIN APPRENTICES ON PUBLIC WORKS". This request shall be submitted to the local Department of Industrial Relations, Division of Apprenticeship Standards on the Contractor's and each Subcontractor's letterhead or DAS 140, enclosed with these specifications. b, A copy of an approval to employ and-train apprentices from the local Department of Industrial Relations, Division of Apprenticeship Standards. c. Proof of a Collective Bargaining Agreement with the Joint .Apprenticeship Committee providing for apprentices. One of the above shall be submitted by the low bidder to the City of Bakersfield with the signed contract documents. 5-1.08 TRENCH SAFETY. The Contractor shall comply with Section 6705 of the Labor Code which provides that the Contractor's responsibility shall be as follows: If the contract price for the project includes an .expenditure in excess. of TWENTY-FIVE THOUSAND DOLLARS ($25,000) for excavation of any trench or tenches five (5) feet or more in depth, the Contractor or his Subcontractor shall not begin any trench excavation unless a detailed plan, showing the design of shoring, bracing, sloping or other provisions to be made for worker protection during the excavation of the trench, has been submitted by the Contractor to the City Engineer and the detailed plans have been reviewed by the pity Engineer. . If such a plan varies from the shoring system standards established by the Construction- Safety Orders of the Division of Industrial Safety, the plan shall be prepared by a Registered Civil or Structural Engineer. Nothing in this section shall be deemed to allow the use of a shoring, sloping, or protective system less effective than that required by the Construction Safety Orders of the Division of Industrial Safety. Nothing in this section shall be construed to impose tort liability on the awarding body or any of its employees. The terms"Public Works," and "Awarding Body," as used in this section, shall have the same meaning as in Labor Code Sections 1720 and 1722 respectively. A-15 stockpiling material outside the street right of way, the Contractor shall obtain a letter from the property owner authorizing the Contractor the use of his property. The letter shall be filed with the Engineer. 5-1.17 SUSPENSION OF CONTRACT. If at any #ime in the opinion of the City Council, the Contractor has violated any terms of this contract, failed to supply an adequate working force, or material of proper quality, or has failed in any other respect to prosecute the work with the diligence and force specified and intended in and by the terms of the contract, notice thereof in ~rri#ing will be served upon him, and should he neglect or refuse to provide means for a satisfactory compliance with the contract, as directed by the Engineer, within the time specified in such notice, the City Council in any such case shall have the power to suspend the operation of the contract. Upon receiving notice of such suspension, the Contractor shall discontinue said work, or such parts of it as the City Council may designs#e. Upon such suspension, the Contractor's control shall terminate, and thereupon the City Council, or its duly authorized representative, may employ other parties #o carry the contract to completion, employ the necessary workmen, substitute other machinery or materials, and purchase the materials contracted for, in such a manner as the Engineer may deem proper; or the City Council may annul and cancel the contract and re-let the work or any part thereof. Anyexcess of-cost arising therefrom over and above the contract price will be charged against the Contractor and his sureties, who will be liable therefor. In the event of such suspension, all money due the Contractor or retained under the terms of this contract shall be forfei#ed to the City; but such forfeiture will not release the contractor or his sureties from liability or failure to fulfill the confrac#. The Contractor and his sureties will be credited with the amount of money so forfeited toward any excess of cost over and above the contract price, arising from the suspension of the operations of the contract and the completion of the work by the City as above provided, and the Contractor will be so credited with any surplus remaining after all just claims for such completion as determined by the Engineer have been paid. In the determination of the question whether there has been any such non-compliance -with the contract as to warran# the suspension or annulment thereof, the decision of the City Council shall be binding on all parties to the contract. 5-1.18 TEMPORARY SUSPENSION Of WORK. The Engineer shall have the authority to suspend the work wholly or in part, for such period as he may deem necessary, due to unsui#able weather, or to such other conditions as are considered unfavorable for the suitable prosecution of the work, or for such time as he may deem .necessary, due to the failure on the part of the Contractor to carry out orders given, or to perform any provisions of the work, or extra work that may be done by City Forces. The Contractor shall immediately obey such order of the Engineer and shall not resume the work until ordered in writing by the. Engineer. 5=1.19 PAYMENTS. Attention is directed to Section 9-1.06, "Partial Payments," and Section 9-1:07,. "Payment After Acceptance," of the Standard, Specifications and these special provisions. No partial payment will be made for any materials on hand which are furnished but not incorporated in the work. 5-1.20-FINAL PAYMENT. In addition to the conditions, provisions, and requirements of Article 9-1.076, "Final Payment and Claims," of the Standard Specifications, the following shall apply: The City may withhold funds, or because of subsequently discovered facts, nullify the .whole or any part of any certificate for payment, to such extent as may be necessary to protect the City from loss due to causes including but :not limited #o the following: i. Defective work not remedied; j. Claims filed or information reasonably indicating probable filing of claims; k. Failure of Contractor to make payment due for materials and/or labor; I. information causing reasonable doubt that the contrac# can be completed for any unpaid balance; m. Damages to another Contractor; and n. Breach of any terms of this contract. when any and all such causes are removed, certificates shall be issued for amount withheld. The fifth paragraph in Section 9-1.076, "Final Payment and Claims, of the Standard Specifications is amended to read: A-17 the City, Caltrans or Federal Highway Authority. This reporting requirement also extends to any certified DBE subcontractor. Upon completion of the contract, a summary of these records shall be prepared on Form CEM-2402 (F) and certified correct by the .Contractor or the Contractor's authorized representa#ive, and shall be furnished to the Engineer. The form shall be furnished to the Engineer within 90 days from the date of contract acceptance. $10,000 will be withheld from payment until the Form CEM-2402 (F) is submitted. The amount will be returned to the Contractor when a satis#actory Form CEM-2402 (F) is submitted. Prior to the fifteenth of each month, the Contractor shall submit documentation to the Engineer showing the amount paid to DBE trucking companies listed in the Contractor's DBE information. This monthly documentation shall indicate the portion of the revenue paid #o DBE trucking companies which is claimed toward DBE participation. The Contractor shall also obtain and submit documentation to the Engineer showing the amount . paid by DBE trucking companies to all firms, including owner-operators, for the leasing of trucks. The DBE who teases trucks #rom a non-DBE is entitled to credit only for the fee or commission it receives as a result of the lease arrangement. The records must confirm that the amount of credit claimed toward DBE participation conforms with Section 2-1.14, "Disadvantaged Business Enterprise", of these special provisions. The Contractor shall also obtain and submit documentation to the Engineer showing the truck number, owner's name, California Highway Patrol CA number, and if applicable, the DBE certification number of the owner of the truck for all trucks used during that month for which DBE participation will be claimed. This documentation shall be submitted on Form CEM-2404 (F). 5-1.25 DBE CERTIFICATION STATUS. If a DBE subcontractor is decertified during the life of the project, the decertified subcontractor shall notify the Contractor in writing with the date of decertification. If a subcontractor becomes a certified DBE during the life of the project, the subcontractor shall notify the Contractor in writing with the date of certification. The Contractor shall furnish the written documentation to the Engineer. Upon completion of the contract, Form CEM-2403 (F) indicating the DBE's existing certification status shall be signed and certified correct by the Contractor. The certified form shall be f urnished #o the Engineer within 90 days from the date of con#ract acceptance. 5-1.26. PERFORMANCE OF DBE SUBCONTRACTORS AND SUPPLIERS. The DBEs listed by the Contractor in response to the provisions in Section 2-1.146, "Submission of DBE Information", of these special provisions, . which are determined by the City to be certified DBEs, shall perform the work and supply the materials for which they are Listed, unless the Contractor has received prior written authorization from the City to perform the work with other forces or to obtain the materials from other sources. Authorization to use other forces or sources of materials maybe requested. for the following reasons: a. The listed DBE, after having had a reasonable opportunity #o do so, fails or refuses #o execute a written contract, when such written contract, based upon the general terms, conditions, plans and specifications for the project, or on the terms of such .subcontractor's. or supplierls written bid, is presented by the Contractor. b. The listed DBE becomes bankrupt or insolvent. c. The listed DBE fails or refuses to perform the subcontract or furnish the listed materials. d. The Contractor stipulated that a bond was a condition of executing la subcon#ract and the listed DBE subcontractor #ails or refuses to meet the bond requirements of the Contractor. e. The work performed by the listed subcontractor is substantially unsatisfactory and is not in substantial conformance with the plans and specifications, orthe subcon#ractor issubstantially delaying or disrupting the progress of the work. It would ~be in the best interest of the City. A-19 5-1.30 DBE UTILIZATION. At the preconstruction con#erence, the City will discuss with the Contractor the work each DBE subcontractor will perform. Be#ore work can begin on a subcontract, the Contractor must submit to the City a completed "Subcontracting Request," Exhibit 16-B of the Local Assistance Program Manual (LAPM) or equivalent. When the City receives the completed form, the City will checked it for agreement of the first tier subcontractors and DBEs.' The Ci#y will not approve the "Subcontracting Request" when it identifies someone other than the DBE or first tier subcontractor listed in the previously completed "Local Agency Bidder DBE Information," Exhibit 15-G. The "Subcontracting Request" will not be approved until. all discrepancies are resolved. If an issue cannot be resolved at that time, or there is some other concern, the City will require the Contractor. to eliminate the subcontractor in question before the City will approve the "Subcontracting Request". A change in the DBE or firs# tier subcontractor may be addressed during a substitution process at a~later da#e. . Suppliers, vendors, or manufacturers listed on the "Local Agency Bidder DBE Information" will be compared to those listed in the completed "Subcontracting Request"C Differences must be resolved by either making corrections or requesting a substitution. Substitutions will be subject to the Subletting and Subcontracting Fair Practices. Act (FPA). The City will require the Contractor and his: subcontractors to adhere to the provisions within Subletting and Subcontracting Fair . Practices Act (State Law) Sections 4100-4144.. FPA requires the contractor to list all subcontractors in excess of one half of one percent (0.5%) of the contractor's total bid` or $10,000, whichever is greater. The statute is designed to prevent bid shopping. by contractors. The FPA explains that a contractor may not substitute a subcontractor listed in the original bid except with the approval of the awarding. authority. During the construction of the project, the City will give the Contractor a blank Exhibit t7-F, "Final Report Utilization of Disadvantaged Business Enterprises, First Tier Subcontractors. The Contractor must complete this document at the end of the project and submit it to the City. The City may withhold payments to the Contractor until this report is filed with the City. The City will review this report to ensure that the DBEs listed on Exhibit 17-F conforms to those listed on the approved Exhibit 16-B The only allowable exceptions to those on Exhibit 16-B are those authorized by an approved substitution, or if the Contractor used more D6Es and they were added Exhibit 17-F. The dollar amounts reported on Exhibit 17-F should reflect any changes made in planned work done by the DBEs. The Contractor will be required to explain in writing why the names of the subcontractor, the work items or dollar figures are different from wha# was shown on the "Local Agency Bidder DBE Information".when: • There have been. no changes made by the City. • The Contractor has not provided sufficient explanation in the comments section of the completed Exhibit 17-F. A-21 PART B Local Assistance Procedures Manual EXHIBIT 12-E PS&E Checklist Instructions Attachment A SECTION 14. FEDERAL REQUIREMENTS FOR FEDERAL-AID CONSTRUCTION PROJECTS GENERAL.-The work herein proposed will be financed in whole or in part with Federal funds, and therefore all of the (This form need not be filled in if all joint venture firms are statutes, rules and regulations promulgated by the Federal Gov- DBE owned.) ernment and applicable to work financed in whole or in part with Federal funds will apply to such work. The "Required Contract Provisions, Federal-Aid Construction Contracts, Form FHWA l . Name of joint venture 1273, are included in this Section 14. Whenever in said required contract provisions references are made to "SHA contracting officer," "SHA resident engineer," or "authorized representative of the SHA," such references shall be construed to mean "Engineer" 2. Address of joint venture as defined in Section 1-1.18 of the Standard Specifications. . PERFORMANCE OF PREVIOUS CONTRACT.-In ad- dition to the. provisions in Section II, "Nondiscrimination," and 3. Phone number of joint venture Section VII, "Subletting or Assigning the Contract," of the re- quired contract provisions, the Contractor shall comply with the following. 4. Identify the firms which comprise the joint venture. ('The The bidder shall execute the CERTIFICATION WITH RE- GARD TO THE PERFORCE OF PREVIOUS .CON- DBE partner must complete Schedule A.) TRACTS OR SUBCONTRACTS SUBJECT TO THE EQUAL OPPORTUNITY CLAUSE AND THE FILING OF REQUIRED REPORTS .located in the proposal. No request for subletting or assigning any portion of the. contract in excess of $10,000 will be considered under the provisions of Section VII of the required contract. provisions unless such request is accompanied a. Describe the role of the DBE firm in the joint venture. by the CERTIFICATION referred to above, executed by the proposed subcontractor.. NON-COLLUSION .PROVISION.-The provisions. in thus b.: Describe very briefly the experience and business section are applicable to all contracts except contracts for Federal Aid Secondary projects. qualifications of each non-DBE joint venturer: Title 23, United States Code, Section 112, requires as a condi- Lion precedent to approval by the Federal Highway Administrator - of the contract for this work that each bidder file a sworn statement executed by, or on behalf of, the person, firm, association, or corporation to whom such contract is to be awarded certifying that such person, firm, association, or corporation has not, either 5. Nature of the joint venture's business directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the submitted bid. A form to make the.-non-collusion ,affidavit statement required by Section 6. Provide a copy of the joint venture agreement. 112 as a certification. under penalty of perjury rather than as a sworn statement as permitted by 28, USC, Sec.. 1746, is included 7. What is the claimed percentage of DBE ownership? in the proposal. . PARTICIPATION BY DISADVANTAGED BUSINESS EN- TERPRISES IN SUBCONTRACTING.--Part 26, Title 49, 8.Ownership of joint venture:.. (This need not be filled in if Code of Federal Regulations applies to this Federal-aid project. Pertinent sections of said Code are incorporated in part or in its described in the joint. venture agreement, provided by question entirety within other sections of these special provisions. ` 6.). Schedule B-Information for Determining Joint Venture Eli- gibility Revised 3-95 08-01-95 FR-1 Page 12-65 LPP 01-04 March 15, 2001 Locat Assistance Procedures Manual EXHIBIT 12-E PS&E Checklist Instructions Attachment B .REQUIRED CONTRACT PROVISIONS FEDERAL-AID CONSTRUCTION CONTRACTS (Exclusive of Appalachian Contracts) dance with the procedures of the U.S. Department of Labor (DOL) Page asset forth in 29 CFR 5, 6, and 7. Disputes within the meaning of this clause include disputes between the contractor (or any of its I. General 3 subcontractors) and the contracting agency, the DOL, or the II. Nondiscrimination 3 contractor's employees or their representatives. III. Nonsegregated Facilities 5 6. Selection of Labor: Dunn the rformance of this contract, IV. Payment of Predetermined Minimum Wage 6 g Pe V. Statements and Payrolls 8 the contractor shall not: VI. Record of Materials, Supplies, and Labor 9 a. discriminate against labor from any other State, possession, VII. Subletting or Assigning the Contract 9 or territory of the United States (except for employment VIII. Safety: Accident Prevention 10 preference for Appalachian. contracts, when applicable, as IX. False Statements Concerning Highway, Project 10 specified in Attachment A), or X. Implementation of Clean Air Act and Federal Water Pollution Control Act 10 b. employ convict labor for any purpose within the limits of the project unless it is labor performed by convicts who are on Xi. Certification Regarding Debarment, Suspension, parole, supervised release, or probation. Ineligibility, and Voluntary Exclusion 1 i XII. Certification Regarding Use of Contract Funds for II. .NONDISCRIMINATION Lobbying 12 (Applicable to all Federal-aid construction contracts and to all ATTACHMENTS related subcontracts of $10,000 or more.} A. Employment Preference for Appalachian Contracts (included 1. Equal Employment Opportunity:. Equal .employment in Appalachian contracts only) opportunity {EEO) requirements not to discriminate and, to take affirmative action to assure equal opportunity as set forth under I. GENERAL laws, executive orders, rules, regulations (28 CFR 35, 29 CFR 1.630, and 41 CFR 60} and orders of the Secretary of l .These contract provisions shall apply to all work performed Labor as .modified by .the provisions prescribed herein, and im- on the contract by the contractor's own organization and with the posed pursuant to 23 U.S.C. 140 shall. constitute the EEO and assistance of workers. -under .the contractor's immediate specific affirmative action standards for the contractor°s project superintendence and to all work performed on the.. contract by activities. under this contract.- The Equal Opportunity Construction piecework, station work, or by subcontract. Contract Specifications set forth under 41 CFR 60-4.3 and the provisions of the American Disabilities Act of 1990 2, Except as otherwise provided for in each section, the con- (42 U.S.C. 12101 et seq.) set forth under 28 CFR 3S and tractor shall insert in each subcontract all of the stipulations 29 CFR 1630 are incorporated by reference in this contract. In the contained in these Required Contract Provisions, and further re- execution ofthis contract, the contractor agrees to comply with the quire their inclusion in any .lower .tier subcontract or purchase following minimum specific requirement activities of EEO: order that may in turn be made. The Required Contract Provisions shall not be incorporated by reference in any case. The prime a. The contractor will work with the State highway agency contractor shall be responsible for compliance by any (SHA) and the' Federal Government in carrying out EEO obli- subcontractor or lower tier subcontractor with these Required gations and to their review of his/her activities under the con- ContractProvisions. tract. 3. A breach of any of the stipulations contained in these Re- b. The contractor will accept as his operating policy the quired Contract Provisions shall be sufficient grounds for termi- following statement: nation of the contract. "It is the policy of this Company to assure that applicants are 4. A breach of the following clauses of the Required Contract employed, and that employees .are treated during employment, Provisions may also be grounds for debarment as provided in without regard to their race, religion, sex, color, national origin, 29 CFR 5.12: age or disability. Such action shall include: employment, upgrading, demotion, or transfer; recruitment or recruitment ad- Section I, paragraph 2; vertising; layoff or termination; rates of pay or other forms of _ Section N, paragraphs 1, 2, 3, 4, and 7; compensation; and selection for training, including apprentice- .Section V, paragraphs 1 and 2a through 2g. ship, preapprenticeship, andlor on-the job training. " 5. Disputes arising out of the labor standards provisions of 2. EEO Officer: The contractor will designate and make Section iV (except paragraph 5) and Section V of these Required known to the SHA contracting officers an EEO Officer who will - Contract Provisions shall not be subject to the general disputes have the responsibility for and must be capable of effectively clause of this contract. Such disputes shall be resolved in accor- Form 1273 -Revised 3-95 08-0795 FR-3 Page 12-67 LPP 01-04 March 15, 2001 Local Assistance Procedures Manual EXHIBIT 12-E PS&E Checklist Instructions Attachment B 7. Unions: If the contractor relies in whole or in part upon records as necessary to document compliance with the EEO unions as a source of employees, the contractor will use his/her regwrements. Such. records shall be retained for a period of three best ,efforts to obtain the cooperarion of such unions to increase years following completion of the contract work and shall be opportunities for minority groups and women within the unions, available at reasonable times and places for inspection by au~ and to effect referrals by such unions of minority and female thorized representatives ofthe SHA and the FHWA. employees. Actions by the contractor either directly or through a contractor's association acting as agent will include the procedures a. The records kept by the contractor shall document the set forth below: following: a. The contractor will use best efforts to develop, in coop- { 1) The number of minority and non-minority group eration with the unions, joint training programs aimed toward members and women employed in each work classification on qualifying more minority group members and women for the project; membership in the unions and increasing the skills of minority group employees and women so that they may qualify for higher (2) The progress and efforts being made in cooperation paying employment. with unions, when applicable, to increase employment op- portunities .for niinonties and women; b. The contractor will use best efforts to incorporate an EEO clause into each union agreement to the end that such union will (3) The progress and efforts being made in locating, hiring, be contractually bound to refer applicants without regard to their training, qualifying,:: and upgrading minority and female race, color, religion, sex, national origin, age or disability. .employees; and c. The contractor is to obtain information as to the referral (4) The progress and efforts being made in securing-the practices and policies of the labor union except that to the extent .services of DBE subcontractors. or subcontractors with such information is within the exclusive possession of the labor meaningful minority and female representation among their union and such labor union refuses to furnish such information employees. to the contractor, the contractor shall so certify to the SHA and shall set .forth what efforts have been made to obtain such b. The. contractors will submit an annual report to .the SHA information. each ,July for the duration of the project, indicating the number of minority, women, and non-minority group employees d. In the event the union is unable to provide the contractor currently engaged in each work classification required by the with a reasonable flow of minority and women referrals within contract. work. This information is to be reported on Form the time limit set forth in the collective bargaining agreement, FHWA-13.91. If on-the job training is being required by special the-contractor will, through independent recruitment efforts, fill provision, the contractor will be required to collect and report the employment vacancies without regard to race, color, training data. religion, sex, national origin, age or disability; making full .efforts to obtain qualified and/or qualifiable minority group III NONSEGREGATED FACILITIES persons and women. (The DOL has held that it shall be no excuse that the union with which the contractor has a collective {Applicable to all Federal-aid construction contracts and to all bargaining agreement providing for exclusive referral failed to related subcontracts of $10,000 or more.) refer minority employees.) In the event the union referral- prac- tice prevents the contractor from meeting the obligations a. By submission of this bid, the execution of this contract or pursuant to Executive Order 11246, as amended, and these subcontract, or the consummation of this material supply special provisions, such contractor shall immediately notify the agreement or purchase order, as appropriate, the bidder, Federal- SHA. aid constivction contractor, subcontractor, material supplier, or vendor, as appropriate certifies that the firm does not' maintain 8. Selection of Subcontractors, Procurement of Materials and or provide for its employees any segregated facilities at any of Leasing of Equipment: The contractor shall not discriminate on its establishments, and that the firm does not permit its the grounds of .race, color, religion, sex, national origin, age or employees to perform their services at any location; under its disability in the selection and retention of subcontractors, control, where segregated facilities are maintained. The firm including procurement of materials and leases of equipment. agrees that a breach of this certification is a violation of the EEO a. The contractor shall noti all otential subcontractors and Provisions of this contract. The firm further certifies that no su Tiers ofhis/her EEO obli h p employee will be denied access to adequate facilities on the pp ga ons under this contract. basis of sex or disability. b. Disadvantaged business enterprises (DBE), as defined in 49 b. As used in this certification, the term "segregated facilities°° CFR 26, shall have equal opportunity to compete for and means any waiting rooms, work areas, restrooms and perform subcontracts which the contractor enters into pursuant washrooms, restaurants and other eating areas, time clocks, to this contract. The contractor will use his best efforts to solicit locker rooms, and other storage or dressing areas, parking lots, bids from and to utilize DBE subcontractors or subcontractors drinking fountains, recreation or entertainment areas, with meaningful minority group and female representation transportation, and housing facilities provided for employees among their employees. Contractors shall obtain lists of DBE which are ,segregated by explicit directive, or are, in fact, seg- construction .firms from SHA personnel. regated on the basis of race, color, religion, national origin, age c. The contractor will use his best efforts to ensure subcon- or disability, because of habit, local custom, or otherwise. The tractor compliance with their EEO obligations. only exception will be for the disabled when the demands for accessibility override (e.g. disabled parking). 9. Records and Reports: The contractor shall keep such Form 1273 -Revised 3-95 08-07-95 FR-5 Page 12-69 LPP 01-04 March 15, 2001 Local Assistance Procedures Manual EXHIBIT 12-E PS&E Checklist Instructions Attachment B as stated in the wage determination or shall pay another bona (4) In the event the Bureau of Apprenticeship and Training, fide fringe benefit or an hourly case equivalent thereof. or a State apprenticeship agency recognized by the Bureau, withdraws approval of an apprenticeship program, the b. If rile contractor or subcontractor, as appropriate, does not contractor or subcontractor will no longer be .permitted to make payments to a trustee or other third person, he/she may utilize apprentices at less than the applicable predetermined consider as a part of the wages of any laborer or mechanic the rate for the comparable work performed by regular employees amount of any costs reasonably anticipated in providing bona until an acceptable program is approved. fide fringe benefits under a plan or program, provided, that the Secretary of Labor has found, upon the written request of the b. Trainees: contractor, that the applicable standards of the Davis-Bacon Act have been meta The Secretary of Labor may require the {1) Except as provided in 29 CFR S.I6, trainees will not be contractor to set aside in a separate account assets for the permitted to work at less than the predetermined rate for the meeting of obligations under the plan or program. work performed unless they are employed pursuant to and individually registered in a program which has received prior 4. Apprentices and Trainees (Programs of the U.S. DOL) and approval, evidenced by formal certification by the DOL, Helpers: ~ Employment and Training Administration. a. Apprentices: (2) The ratio of trainees to journeyman-level employees on the job site shall not be greater than permitted under the plan (1) Apprentices will be permitted to work at less than the approved by the Employment and Training Administration. predetermined rate for the work they performed when they are ~Y employee listed on the payroll at a trainee rate who is not employed pursuant to and individually registered in a bona registered and participating in a training plan approved by the . ~ fide .apprenticeship program registered with the D4L, Employment and Training Administration shall be paid not Employment and Training Administration, Bureau of less than the applicable wage rate on the wage determination Apprenticeship and Training, or with a State apprenticeship for the classification of work actually performed. In addition, agency recognized by the Bureau, or if a person is employed anY trainee performing work on the job site in excess. of the in his/her first 90 days of probationary employment as an ratio permitted under the registered program shall be paid aot apprentice. in such an apprenticeship program, who is not less than the applicable wage rate on the wage determination individually registered in the program, but who has been for the work actually performed. certified by the Bureau of Apprenticeship and Training or a (3) Eve trainee must be aid at not less than the rate State apprenticeship agency (where appropnate) to be eligible specified in the ap roved p ogram for his/her level of for probationary employment as an apprentice. progress, expressed as a percenta a of the 'ourne an-level hourly rate specified in the applg able wage det rumination. em 21 The allowable ratio of apprentices to journeyman-level Trainees shall be paid fringe benefits in accordance with the p ogees on the fob site in any craft classification shall not provisions of the trainee program. If the trainee program does be greater than the ratio permitted to the contractor as to the not mention Erin a benefits, trainees shall be aid the filly entire work force under the registered program Any g p employee listed on a payroll at an apprentice wage rate, who amount of fringe benefits listed on the wage determination is not.registered or otherwise employed as stated above, shall unless the Administrator of the Wage and .Hour Division be paid not less than the applicable wage rate listed in the determines that there is an apprenticeship program associated wage determination for the classification of work actually the corresponding journeyman-level wage rate on the performed. In addition, any apprentice performing work on wage determination which provides for less than full fringe the job site in excess of the ratio permitted under the benefits for apprenhces, in .which case such trainees shall re- registered program shall be paid not less than the applicable ceive the same fringe benefits as apprentices. wage rate on the wage determination for the work actually (4) In the event the Em to ent and Trainin Adminis- performed. Where a contractor or subcontractor is p ~ g performing construction on a project in a locality other than tration withdraws approval of a training program, the con- that in which its program is registered, the ratios and wage tractor or subcontractor will no longer be permitted to utilize rates {expressed in percentages of the journeyman-level trainees at less than the applicable predetermined rate for the hourly :rate) specified in the contractor's or subcontractor's work performed until an acceptable program is approved. registered program shall be observed, c. Hel ers: P (3) Every apprentice must be paid at not less than the rate specified in-.the registered program for the apprentice's level Helpers will be permitted to work on a project if the helper of progress; expressed as a percentage of the journeyman- classification is specified and defined on the applicable wage level hourly rate specified in the applicable wage determination or is approved pursuant to the conformance determination. Apprentices shall be paid fnnge benefits in procedure set forth in Section N.2. Any worker listed on a accordance with the provisions of the apprenticeship program. aa~ovied de helper wage rate, who is not a helper under an If he apprenticeship program does not specify fringe benefits, pp finition, shall be pa d not less than the applicable apprentices must be paid the full amount of fringe benefits wage rate on the wage determination for the classification of listed on the wage .determination for the applicable work actually performed. classification. If the Administrator for the Wage and Hour . Division determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination. Form 1273 - Revised 3-95 O8-(YJ-95 FR-7 Page 12-71 LPP 01-04 March 15, 2001 Local Assistance Procedures Manual EXHIBIT 12-E PS&E Checklist Ins#ructions Attachment B c. Each contractor and subcontractor shall furnish, each week maybe grounds for debarment action .pursuant to 29 CFR 5.12. in .which any contract work is performed, to the SHA resident engineer a payroll of wages paid each of its employees VI. RECORD OF MATERIALS, SUPPLIES, AND (including apprentices, trainees, and helpers, described in LABOR Section IV, paragraphs 4 and 5, and watchmen and guards en- gaged on work during the preceding weekly payroll period). 1.On all Federal-aid contracts on the National Highway System, The payroll submitted shall set out accurately and completely all except those which provide solely for the installation of protective of the information required to be maintained under paragraph 2b devices at railroad grade crossings, those which are constructed on of this Section V. This information may be submitted in any a force account or direct labor basis, highway beautification form desired. Optional Form WH-347 is available for this contracts, and contracts for which the total final construction cost purpose and may be purchased from the Superintendent of for roadway and bridge is less than $1,000,000 (23 CFR 635) the Documents (Federal stock number 029-005-0014.1}, U.S. contractor shall: Government Printing Office, Washington, D.C. 20402. The prime contractor is responsible for the submission of copies of a. Become familiar with the Iist of specific materials and payrolls by all subcontractors. supplies contained in -Form FHWA-47, "Statement of Materials d. Each payroll submitted shall be accompanied by a and Labor Used by Contractor of Highway Construction "Statement of Compliance," signed by the contractor or sub- .Involving Federal Funds, pnor to the commencement of work contractor or his/her agent who pays or supervises the payment under this contract. of the persons employed under the contract and shall certify the b. Maintain a record of the total cost of all materials and following: supplies purchased for and incorporated in the work, and also of (1}that the payroll for the payroll period contains the the quantities of those specific materials and supplies listed on .information. required to: be maintained under paragraph 2b of Form FHWA-47, and in the units shown on Form FHWA-47. .this Section V and that such information is correct and c, Furnish, upon the completion of the contract, to the SHA complete; resident engineer an Form FHWA-47 together with the data (2) that such laborer or mechanic (including each helper, required. in paragraph lb relative to materials and supplies,. a apprentice, and trainee} employed on the contract during the final labor summary of all contract work indicating the total payroll period has been paid the full weekly wages earned, hours worked and .the total amount earned. without rebate, either directly or indirectly, and that no , deductions have been made either directly or indirectly from 2. At the prime contractors .option, either a single report the full. wages earned, other than permissible deductions as set covering. all contract work or .separate reports for the contractor forth in the Regulations, 29 CFR 3; and for each subcontract shall be submitted. (3) that each laborer or mechanic has been paid not less VII. SUBLETTING OR ASSIGNING THE CONTRACT that the applicable wage rate and fringe benefits or cash ..equivalent for the classification of worked performed, as 1. The contractor shall perform with its own .organization specified m the applicable wage determination incorporated contract work amounting to not less than 30 percent (or a greater into the contract, percentage. if specified elsewhere in the contract) of the total The'wee u r t certification original. contract price, excluding any specialty items designated by e. kly s bmission of a grope ly execu ed the State Specialty items may be performed by subcontract and set forth on the reverse- side of Optional FormWH-347 shall the amount of any ,such specialty items. performed maybe deducted satisfy the requirement for submission of the Statement of .from the total onginal contract puce before computing the amount Compliance required by paragraph 2d of this, Section V. of work required to be performed by the contractor's own organization (23 CFR 635). f. The falsification of any of the above certifications may subject the contractor to civil or criminal prosecution under 1 S a. "Its own organization" shall be construed. to include only U.S.C. 1,001 and 31 U.S.C. 23 1. workers. employed and paid directly by the prime contractor and equipment owned or rented by the prime contractor, with or g. The.contractor or subcontractor shall make the records re- vvtthout operators. Such teen does not include employees. or quired under paragraph 2b of this Section V available for in- equipment of a subcontractor, assignee, or agent of the prime spection, copying, or transcription by authorized representatives contractor. of the SHA, the FHWA, or the DOL, and shall permit such representatives to interview employees during working hours on b. "Specialty Items" shall be construed to be limited to work the job. If the contractor or subcontractor fails to submit the re• that requires highly specialized knowledge, abilities, or quired records or to make them available,. the SHA, the FHWA, equipment not ordinarily available in the type of contracting the DOL, or all may, after written notice to the contractor, organizations qualified and expected to bid on the contract as a sponsor, applicant, or owner, take such actions as may be nec- whole. and in general are to be limited to minor components of essary to cause .the suspension of any further payment, advance, the overall contract. or guarantee of funds. Furthermore, failure to submit .the required records upon request or to make such records available Form 1273 -Revised 3-95 08-07-95 FR-9 Page 12-73 LPP 01-44 March 15, 2001 Local Assistance Procedures Manual EXHIBIT 12-E PS&E Checklist Instructions Attachment B for the contract is under consideration to be listed on the EPA List g, The prospective primary participant fi~rther agrees by of Violating Facilities, submitting this proposal that it will vnclude the clause titled "Certification Regarding Debarment, Suspension, Ineligibility 4. That the firm agrees to include or cause to be included .the and Voluntary Exclusion-Lower Tier Covered Transaction,°° requirements of paragraph 1 through 4 of this Section. X in every provided by the department or agency entering into 'this covered nonexempt subcontract, and further agrees to take such action as transaction, without modification, in all lower tier covered the govenunent may direct as a means of enforcing such re- transacrions and in all solicitations for lower tier covered quirements. transactions. XI. CERTIFICATION REGARDING DEBARMENT, h. A participant in a covered transaction may rely upon a SUSPENSION, INELIGIBILITY AND VOLUNTARY certification of a prospective participant in a lower tier covered EXCLUSION. transaction that is not debarred, suspended, ineligible, or voluntarily excluded, from the covered transaction, unless it knows that the certification is erroneous. A participant may 1. Instructions for Certification -Primary Covered decide the method and frequency by which it determines the el- Transactions: igibility of its principals. Each participant may, but is not rPequired to, check the nonprocurement portion of the "Lists of (Applicable to all Federal-aid contracts - 49 CFR 29) arties Excluded From Federal Procurement or Nonprocurement Programs" (Nonprocurement List) which is compiled by the a. By signing and submitting this proposal, the prospective General Services Administration. primary participant is providing the certification set out below. is Nothing contained in the foregoing shall be construed to b. The inability of a person to provide the certification set out require establishment of a system of records in order to render in below will not necessarily result in denial of participation in this good faith the certification required by this clause. The covered transaction. The prospective participant shall submit an knowledge and information of participant is not required to explanation of why it cannot provide the certification set out .exceed that which is normally possessed by a prudent person in .below. The certification or explanation will be considered in the ordinary course of business dealings. connection with the department or agency's determination whether to enter into this transaction. However, failure of the j. Except for transactions authorized under paragraph f of prospective primary participant to furnish a certification or an these instructions, if a participant in a covered transaction .explanation shall. disqualify such a person from participation in .knowingly. enters into a lower tier covered transaction with a this transaction.. person who is suspended, debarred, ineligible, or voluntarily excluded from pamcipa'on in this transaction, in addition to c. The certification in this clause is a material representation other remedies available to the Federal Govenunent, the de- of fact upon which reliance was placed when the department or partment or agency may terminate this transaction for cause or agency determined to enter into this transaction. If it is later default. determined that the prospective primary participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the department . or agency may terminate this transaction for cause of default. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary d. The prospective primary participant shall provide im- Exclusion-Primary Covered Transactions mediate wntten notice to the department or agency to whom this proposal is submitted if any time the prospective primary l .The- prospective primary participant certifies to the best of _ participant learns that its certification was erroneous when its knowledge and belief, that it and its principals: submitted or has become erroneous by reason of changed circumstances. a. Are not presently debarred, suspended, proposed .for debarment, declared ineligible, or voluntarily excluded from e. The terms "covered transaction," "debarred," "suspended," covered transactions by any Federal department or agency; ineligible, lower -tier covered transaction, participant, "person," "primary covered transaction," "principal," "proposal," b. Have not within a 3-year period preceding this proposal and "voluntarily excluded," as used in this clause, have the been convicted of or had a civil judgment rendered against meanings set out in the Definitions and Coverage sections of them for commission of fraud or a criminal offense In rules implementing Executive Order 12549. You may contact connection with obtaining, attempting to obtain, or the department or agency to which this proposal is submitted for performing a public (Federal, State or local) transaction or assistance in obtaining a copy of those regulations. contract under a public transaction; violation of Federal or State antitrust statutes or commission of embezzlement, theft, f. The prospective primary participant agrees by submitting forgery, bribery, falsification or destruction of records, this proposal that, should the proposed covered transaction be making false statements, or receiving stolen property; entered into, it shall not knowingly enter into any lower` tier , covered transaction with a person who is debarred, suspended, c. Are not presently indicted for or otherwise cnmmally or declared ineligible, or voluntarily excluded from participation in civilly charged by _a govenunental entity (Federal, State or this covered transaction, unless authorized by the department or local) with commission of any of the offenses enumerated in agency entering into this transaction. paragraph lb of this certification; and Form t2~3 -Revised 3-95 OS-07-95 FR-11 Page 12-75 LPP 01-04 March 15, 2001 Local Assistance Procedures Manual EXHIBIT 12-E PS&E Checklist Instructions Attachment B grant, loan, or cooperative agreement, the undersigned shall be'subject to a civil penalty of not less than $10,000 and not more complete and submit Standard Form-LLL, "Disclosure Form to than $100,000 for each such failure. Report Lobbying," in accordance with its instructions. 3. The prospective participant also agrees by submitting his or 2. This certification is a material representation of fact upon her bid or proposal that he or she shall require that the language of which reliance was placed when this transaction was made or en- this certification be included in all lower tier subcontracts, which tered into. Submission of this certification is a prerequisite for exceed $100,000 and that all such recipients shall certify and making or entering into this transaction imposed by 31 U.S.C. disclose accordingly. 1352. Any person who fails to file the required certification shall FEDERAL-AID FEMALE AND MINORITY GOALS In accordance with Section II, "Nondiscrimination," of 177 Sacramento, CA: "Required Contract Provisions Federal-aid Conshuction Contracts" the following are the goals for-female utilization: SMSA Counties: Goal for Women b920 Sacramento, CA 16.1 . CA Placer, CA Sacramento; (applies nattonwtde) ..............(percent) CA Yolo. ' 6.9 The following are goals for minority utilization: Non-SMSA Counties 14.3 CA Butte; CA Colusa; CALIFORNIA ECONOMIC AREA CA El Dorado; CA Glenn; CA .Nevada; CA Siena; CA Sutter, CA Yuba Goal (Percent) 178 Stockton-Modesto, CA: 174 Redding, CA: SMSA Counties: Non-SMSA Counties 6.8 S 170 Modesto, CA 12.3 CA Lassen; CA Modoc; CA Stanislaus. CA Plumas; CA Shasta; 8120 Stockton CA 24 CA Siskiyou; CA Tehama. `3 CA San Joaquin. 175 Eureka, CA: Non-S SA Counties 19.8 CA Alpine; CA Amador; CA Calaveras; CA Mariposa; Non-SMSA Counties 6.6 CA Merced; CA Tuolumne. CA Del Norte; CA Humboldt; CA Trinity. 179 Fresno-Bakersfield, CA: 176 San Francisco-Oakland-San Jose, CA: SMSA Counties: SMSA Counties: 0680 Bakersfield, CA 19.1 7120 Salinas-Seaside- CA Kern. 2$40 Fresno, CA 26.1 Monterey, CA 28.9 CA Fresno. CA Monterey. 7360 San Francisco-Oakland, CA 25.6 Non-SMSA Counties........................................ 23.6 CA Alameda; CA Contra Costa; CA Kings; CA Madera; CA Marin; CA San Francisco; CA Tulare. CA San Mateo. 180 Los Angeles, CA: 7400 San Jose, CA 19.b CA Santa Clara. SMSA Counties: 7485 Santa Cruz, CA 14.9 0360 Anaheim-Santa Ana-Garden CA Santa Cruz. 7500 Santa Rosa, CA 9.1 Grove,. CA 11.9 CA Orange. CA Sonoma. 4480 Los Angeles-Long 8720 Vallejo-Fairfield- Napa, CA 17.1 Beach, CA 28.3 CA Napa; CA Solano CA Los Angeles. 6000 Oxnard-Simi Valley- Non-SMSA Counties 23.2 Ventura, CA 21.5 CA Lake; CA Mendocino; CA Ventura. CA San Benito. Form t273 ttevised 3-95 08-07-95 FR-13 Page 12-77 LPP 01-04 March 15, 2001 GENERAL DECISION CA020031 06/07/2002 CA31 Date: June 7, 2002 General Decision Number CA020031 Superseded General Decision No. CA010031 State: California Construction Type: $UILDING DREDGING HEAVY HIGHWAY County(ies): INYO KERN MONO BUILDING CONSTRUCTION PROJECTS; DREDGING PROJECTS (does not include hopper dredge work); HEAVY CONSTRUCTION PROJECTS (does not include water well drilling); HIGHWAY CONSTRUCTION PROJECTS Modification Number Publication Date 0 03/0112002 1 03/08/2002 2 03/22/2002 3 03/29/2.002 4 05/10/2002 5 05/17/2002 6 06/07/200.2 COUNTY(ies): INYO KERN MONO ASBE0005A Q1/01/2000 Rates Fringes INYO AND KERN COUNTIES: INSULATOR/ASBESTOS WORKER Includes the application of all insulating materials, protective coverings, coatings, and finishings to .all types of mechanical systems 30.46 '7.53 ASBEOOOSE 10/04/1999 Rates Fringes INYO AND KERN COUNTIES HAZARDOUS MATERIAL HANDLER Includes preparation, wetting, stripping, removal, scrapping, vacuuming, bagging and disposing of all insulation materials from mechanical systems, whether they contain asbestos or not 19.70 4.81 B-1 Diver, stand-by 243.04 per day 5.61 Diver tender 235.04 per day 5.61 CARP0002Q 07/01/2001 Rates Fringes Work on wood framed construction of single family residences, apartments or condominiums under 4 stories DRYWALL INSTALLERS 19.00 5.18 DRYWALL STOCKER/SCRAPPER 10.00 4.42 All other work DRYWALL INSTALLERS 27.75 6.43 DRYWALL STOCKER/SCRAPPER 10.00 4.42 CARP0002V 07/01/2000 Rates Fringes CARPENTERS: Carpenter, cabinet installer, insulation installer, floor worker and acoustical installer 26..18 6.38 Shingler 26.31 6.38 Roof loader of shingles 18.42 6.38 Saw filer 26.26 6.38 Table power saw operator 2.6.28 6.38 Pneumatic nailer or power stapler 26.43 6.38 Millwright. 27.25 6.38 Pile driver; Derrick barge; Bridge or dock carpenter; Cable splicer; Heavy framer; Rockslfinger 26.88 6.38 Head rockslinger 26.9$ 6.38 Rock barge or scow 2.6_..78 6.38 Scaffold builder 21.00 b.38 FOOTNOTE: Work of forming in the construction of open cut sewers or storm drains, on operations in which horizontal lagging is used in conjunction with steel H-Beams driven or placed in pre-drilled holes, for that portion of a lagged trench against which concrete is poured, namely, as a substitute for back forms (which work is performed by piledrivers): $0.13 per hour additional. CARP0003H 07/01/2001 1 Rates Fringes MODULAR FURNITURE INSTALLER 14.99 5.805 LOW WALL MODULAR TECHNICIAN 18.22 ,5.805 FULL WALL TECHNICIAN 21.47 5.805 t ELEC0011C 12/01/2001 Rates Fringes COMMUNICATIONS AND SYSTEMS WORK: Installer 22.13 3~ + 4.40 B-3 operator; Roller operator (compacting); Screed operator (asphalt or concrete); Trenching machine operator (up to 6 ft.); Vacuum or. much truck GROUP 5: Articulating material hauler; Asphalt plant engineer; Batch plant operator; Bit sharpener; Concrete joint machine operator (canal and similar type}; Concrete planer operator; Dandy digger; Deck engine operator; Derrickman (oilfield type); Drilling machine operator, bucket or auger types (Calweld 100 bucket or similar types - Watson 1000 auger or similar types - Texoma 330, 500 or 600 auger or similar types - drilling depth of 45' maximum); Drilling machine operator (including water wells); Hydrographic seeder machine operator (straw, pulp or seed), Jackson track maintainer, or similar type; Kalamazoo Switch tamper, or similar type; Machine tool operator; Maginnis internal full slab vibrator, Mechanical. berm, .curb or gutter(concrete or asphalt); Mechanical finisher operator (concrete, Clary-Johnson-Bidwell or similar); Micro tunnel system tbelow ground); Pavement breaker operator (truck mounted); Road oil mixing machine operator; Roller operator (asphalt or finish), rubber-tired earth moving equipment (single engine, up to and including 25 yds. struck}; Self-propelled tar pipelining machine operator; Skiploader operator (crawler and wheel type, over 3/4 yd. and up to and including 1-1/2 yds.).; Slip form pump operator (power driven hydraulic lifting device for concrete forms).; Tractor operator-bulldozer, tamper-scraper (single engine, up to 100 h.p. flywheel and similar types, up to and including D-5 and similar types); Tugger hoist operator (1 drum); Ultra high pressure waterjet cutting tool system operator; Vacuum blasting machine operator GROUP 6: Asphalt or concrete spreading operator (tamping or finishing); Asphalt paving machine operator (Barber Greene or similar type); Asphalt-rubber distribution operator; Backhoe operator (up to and including 3/4 yd.), small ford, Case or similar; Cast-in-place pipe laying, machine .operator; Combination. mixer and compressor operator (gutee work); Compactor operator (self-propelled); Concrete mixer operator (paving); Crushing plant operator; Drill Doctor; Drilling machine operator, Bucket or auger types (Calwe'ld 150 bucket or similar types - Watson. 1500, 2000 2500 auger or similar types - Texoma 700, $00 auger or similar types - drilling .depth of 60' maximum); Elevating grader operator; Grade checker; Gradall operator; Grouting machine operator; Heavy-duty repairman; Heavy equipment robotics operator; Kalamazoo balliste regulator or similar type; Kolman belt loader and similar type; Le Tourneau blob compactor or similar type; Loader operator (Athey, Euclid, Sierra and similar types); Ozzie gadder or similar types; P.C. slot saw; Pneumatic concrete placing machine operator (Hackley-Presswell or similar type); Pumpcrete gun operator; Rotary drill operator (excluding caisson type); Rubber-tired earth-moving equipment operator (single engine, caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. up to and including 50 cu. yds. struck); Rubber-tired earth-moving equipment operator (multiple engine up to and including 25 yds. struck); Rubber-tired scraper operator (self-loading paddle wheel type-John Deere, 1040 and similar single unit}; Self- propelled curb and gutter machine operator; Shuttle buggy; B-7 GROUP 12: Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (single engine, over 50 yds. struck); Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck) GROUP 13: Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (multiple engine, Euclid, Caterpillar and similar, over 50 cu. yds. struck); Tandem tractor operator (operating crawler type tractors in tandem - Quad 9 and similar type) GROUP 14: Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - single engine, up to and including 25 yds. struck) GROUP 15: Rotex concrete belt operator (or similar types); Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - single engine., Caterpillar, Euclid, Athey Wagon and similar types with any and all attacrunents-over 25 yds.. and up to and including 50 cu. yds. struck); Rubber-tired earth-moving .equipment operator,. operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - multiple engine, up to and including 25 yds. struck) GROUP 16: Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - single engine, over 50 yds. struck);. Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps, and similar types in _ any combination, excluding compaction units - multiple engine, Euclid., Caterpillar and similar, over 25 yds. and up to 50 yds. struck) GROUP 17: Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in ,any combination, excluding compaction units - multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck) GROUP 18: Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (single engine, up to and including 25 yds. struck) GROUP 19: Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (single engine, Caterpillar, Euclid, Athey wagon and similar types with any and all attachments over 25 yds. and up to and including 50 yds. struck); Rubber-tired earth-moving equipment operator, operating with the tandem push-pull system (multiple engine, up to and including 25 yds. struck) GROUP 20: Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (single engine, over 50 yds. struck); Rubber-tired earth-moving equipment B-9 GROUP 11: Crane operator (over 100 tons and up to and including 200 tons mrc); Derrick barge operator (over 100 tons up to and including 200 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 100 tons up to and including 200 .tons mrc}; Mobile tower crane operator (over 100 tons up to and including 200 tons mrc) GROUP 1.2: Crane operator (over 200 tons. up to and including 300 tons mrc); Derrick barge operator (over 200 tons up to and including 300 tons mrc}; Hoist operator, stiff legs, Guy derrick or similar type (over 200 tons, up to and including 300 tons mrc); Mobile tower crane operator (over 200 tons, up to and including 300 tons mrc} GROUP 13: Crane operator (over. 300 tons); Derrick barge operator (over 300 tons); Helicopter pilot; Hoist operator, stiff legs, Guy derrick or similar type (over 300 tons}; Mobile tower crane operator (over 300 tons} TUNNEL CLASSIFICATIONS GROUP 1: Skiploader (wheel type up to 3l4 yd. without attachment) GROUP 2: Power-driven jumbo form setter operator GROUP 3: Dinkey locomotive or motorperson (up to and including 10 tons} GROUP 4: Bit sharpener; Equipment, greaser. (grease truck); Slip form pump operator (power-driven hydraulic lifting device for concrete forms); Tugger hoist operator (1 drum); Tunnel locomotive operator (over 10 and up to and including 30 tons) GROUP 5: Backhoe operator (up to and including 314 yd.); Small Ford, Case or similar; Drill doctor; Grouting machine operator; Heading shield operator; Heavy-duty repairperson; Loader operator (Athey, Euclid, Sierra and similar. types).; Mucking machine operator (1/4 yd., rubber-tired, rail or track type); Pneumatic concrete placing machine operator (Hackley-Presswell or similar type); Pneumatic. heading shield (tunnel); Pumpcrete gun operator; Tractor compressor drill combination operator; Tugger hoist operator (2 drum); Tunnel locomotive operator (over 30 tons) GROUP 6: Tunnel mole boring machine operator ENG10012D 08/01/2001 Rates Fringes POWER EQUIPMENT OPERATORS: DREDGING: Leverman 33.65 11.30 Dredge dozer 30.18 11.30 Deckmate 30.07 11.3.0 Winch operator (stern winch on dredge) 29.52 11.30 Fireman; deckhand and bargeman 28.98 11.30 B-11 classification rates, paid on a portal-to-portal basis. Any work performed on, in or above any smoke stack, silo, storage elevator or similar type of structure,. when such structure is in excess of 75'-0" above base level and which work must be performed in whole or in part more than 75'-0" above base level, that work performed above the 75'-0" level shall be compensated for at 35 cents per hour above the applicable classification wage rate. LABORER CLASSIFICATIONS GROUP 1: Cleaning and handling of panel forms; Concrete ~screeding for rough strike-off; Concrete, water curing; Demolition laborer, the cleaning of brick if performed by a worker performing any other phase of demolition work, and .the cleaning of lumber; Fire watcher, limber, brush loader, piler and debris handler; Flag person; Gas, oil and/or waterpipeline laborer; Laborer, asphalt-rubbermaterial loader; Laborer, general or construction; Laborer, general clean-up; Laborer, landscaping; Laborer, jetting; Laborer, temporary water and air lines; Material hose operator (walls, slabs, floors and decks; Plugging, filling of shee bolt holes; Dry packing of concrete; Railroad maintenance, repair track person and road beds; Streetcar and railroad construction track laborers; Rigging and signaling; Scaler; Slip form raiser; Slurry seal crew (mixer operator, applicator operator, squeegee person, shuttle, person, top personj, filling of cracks by any method on any surface; Tar and mortar; Tool crib or tool house laborer; Traffic control by any method; Window cleaner; Wire mesh pulling - all concrete pouring operations GROUP 2: Asphalt shoveler; Cement dumper (on 1 yd. or larger mixer and handling bulk Cement); Cesspool digger and installer;.. Chucktender Chute handler, pouring concrete, the handling of the chute from readymix trucks, such as walls, slabs, decks, floors, foundation, footings, curbs, gutters and sidewalks; Concrete curer, impervious membrane and form oiler; Cutting torch operator (demolition); Fine grader, highways and street paving, airport, runways and similar type heavy construction; Gas, oil and/or water pipeline wrapper - pot tender and form person; Guinea chaser; Headerboard person -asphalt; Laborer, packing rod steel and pans; Membrane vapor barrier installer; Power broom sweeper (small); Riprap stonepaver, placing-stone or wet sacked concrete;. Roto scraper and tiller; Sandblaster (pot tender); Septic tank digger and installer lead); Tank scaler and cleaner; Tree climber, faller, chain saw operator, Pittsburgh chipper and similar type brush shredder; Underground laborer, including caisson bellower GROUP 3: Buggymobile person; Concrete cutting torch; Concrete pile cutter; Driller, jackhammer, 2-1/2 ft. drill steel or longer; Dri-pak-it machine; Gas, oil and/or water pipeline wrapper, 6-in, pipe and over, by any method, inside and out; High scaler (including drilling of same); Hydro seeder and similar type; Impact wrench multi-plate; Kettle person, pot person and workers applying asphalt, lay-kold, creosote, lime caustic and similar type materials ("applying" means applying, dipping, brushing or handling of such materials for pipe wrapping B-13 setter; Timber person, retimber person, .wood or steel; Tunnel Concrete finisher GROUP 4: Diamond driller; Sandblaster; .Shaft and raise work GUNITE LABORER CLASSIFICATIONS GROUP 1: Nozzle person and rod person GROUP 2: Gun person GROUP 3: Rebound person LABO0783C 08/01/2001 Rates Fringes INYO AND KERN COUNTIES: Plasterer tender 22.30 9.62 Plaster clean-up laborer 19.75 9.62 MONO COUNTY Mountain Warfare Training Center, and U.S. Marine Corps Pickle Meadows: PLASTERER TENDER 25.30 9.62 PLASTER CLEANUP LABORER 22.75 9.62 Mono County{remainder of County) PLASTERER TENDER 22.30 9.62 PLASTER CLEANUP LABORER 19.75 9.62 LABO0882B 01/01/2002 Rates Fringes- ASBESTOS REMOVAL LABORER 20.97 7.65 SCOPE OF WORK: Includes site mobilization, initial site cleanup, site preparation, removal of asbestos-containing material and toxic waste, encapsulation, enclosure and disposal of asbestos- containing materials and toxic waste by hand or with equipment. or machinery; scaffolding, fabrication of temporary wooden barriers and assembly of decontamination stations. * LABO1184A 07/01/2001 Rates Fringes LABORERS - STRIPING: GROUP 1 20.24 7.97 GROUP 2 20.94 7.97 GROUP 3 23.01 7.97 GROUP 4 24.66 7.97 LABORERS - STRIPING CLASSIFICATIONS GROUP 1: Protective coating, pavement sealing, including repair and filling of cracks by any method on any surface in parking lots, game courts and playgrounds; carstops; operation of all related machinery and equipment; equipment repair technician GROUP 2: Traffic surface abrasive blaster; pot tender - removal of all traffic lines and markings by any method {sandblasting, waterblasting, grinding, etc.) and preparation of surface for B-15 All other work 20.40 5.63 PAIN0036J 10/01/2001 Rates Fringes DRYWALL FINISHER 22.14 7.93 PAIN0169B 07/01/2001 Rates Fringes GLAZIER 24.75 8.52 - PAIN1247A 10/01/1997 Rates Fringes SOFT FLOOR LAYER 19.47 5.66 PLAS0200G 08/01/2001 Rates Fringes U.S. MARINE CORPS-PICKLE MEADOW AND, MOUNTAIN. WARFARE TRAINING CENTER: PLASTERERS 31.66 3.80 REMAINDER OF MONO COUNTY, KERN AND INYO COUNTIES: PLASTERERS 28.66 3.80 * PLAS0500B 07/01/2001 Rates Fringes Cement Mason; curb and gutter machine; Clary and similar type of screed operator (cement only); grinding machine (all types); Jackson vibratory, Texas screed and similar type screed operator; scoring machine operator 20.47 9.45 Cement mason (magnesite, magnesite - terrazzo and mastic composition, epoxy, urethanes and exotic coatings, Dex-O-Tex) 20.60 9.45 Cement mason, floating and troweling machine operator 22.31 11.45 All other work: Cement mason; curb and gutter machine operator; Clary and similar type of screed operator (cement only; grinding machine (all types); Jackson vibratory, Texas screed and similar type screed operator; scoring machine operator 22.31 11.45 B-17 Work with pitch, pitch base of pitch impregnated products or any material containing coal tar pitch, on any building old or new, where both asphalt and pitchers are used in the application 'of a built-up roof or tear off: X2.00 per hour additional. SFCA0669G 04/01/2002 Rates Fringes SPRINKLER FITTER (FIRE) 29.35 6.05 SHEE0102B 07/01/2001 Rates Fringes INYO, KERN (east of Hwy #395 from Red Mountain to the Inyo County Line) AND MONO COUNTIES: COMMERCIAL: Work on all commercial HVAC for creature comfort and. computers clean rooms, architectural metals, metal roofing and lagging, over insulation SHEET METAL WORKER 28.60 10.39 SHEE0102C 01/01/2001 Rates .:Fringes INYO, KERN {BAST OF hWY #395 from Red Mountain to the Inyo County Line and MONO COUNTIES: INDUSTRIAL Work on all air pollution control systems, noise abatement panels, blow pipe, air-veyor systems, dust collecting, baghouses, heating, air conditioning, and ventilating {other than creature comfort} and all other industrial work, including metal insulated ceilings SHEETMETAL WORKER 24.91 13.62 SHEE0108A 02/.01/2002 Rates Fringes KERN COUNTY (excluding that portion east of Highway 395) SHEET METAL WORKER 24.85 9.7.7 TEAM0011C 07/01/2001 Rates Fringes Edwards Air Force. Base; China Lake Naval Air Weapons Station, and Mountain Warfare Training Center (Bridgeport) TRUCK DRIVERS: GROUP 1 24.84 12.84 GROUP 2 24.99 12,84 V ~ 1 V GROUP 10: Dump truck - 50 yds. or more water level; Water pull - single engine with attachment GROUP 11: Water pull - twin engine; Water pull - twin engine with attachments; Winch truck driver - $1.25 additional when operating winch or similar special attachments WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after, award only as provided in the labor standards contract clauses (29 CFR 5.5 (a) (1) (v) } . In the listing above, the "SU" designation means that rates listed under that identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be~ prevailing. WAGE DETERMINATION APPEALS PROCESS 1.} Has there been an initial decision in the matter? -This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate} ruling On survey related matters, initial contact, including requests 'for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. G~ith regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U. S. Department of .Labor 200 Constitution Avenue, N. W. Washington, D. C. 20210 2.} If the answer to the question in 1.) is yes, then an interested party (those affected by the action} can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7}. Write to: 8-21 PART C SECTION 7 -GENERAL CONSTRUCTION 7-1.01 ORDER OF WORK. Order of work shall conform to the provisions in Section 5-1.05, "Order of Work", of the Standard Specifications and these special provisions. All striping removal shall be completed a minimum of two (2) days prior to signal being placed into operation. Pavement delineation shall be replaced by temporary delineation before. opening the traveled way to public traffic. Temporary delineation shall consist of reflective traffic line tape applied in pieces not less than four (4) ,inches long nor less than four (4) inches wide spaced no more than ten (10) feet apart on curve nor more than twenty (20) feet apart on tangents. Reflective traffic line tape shall be applied in accordance with the manufacturer's instructions. Temporary delineation shall be the same color as the permanent delineation. Full compensation for #emporary delineation shall be considered as included in the prices paid for the contract items of work that obliterated the existing delineation and no separate payment will be -made therefor: When initially installed, all vehicle and pedestrian signal faces shall be aimed and covered with cardboard or other material with an observation, hole (maximum one (1) inch diameter] in front of each signal indication. The covers shall remain in place until all signal operations have been checked and signal is placed into operation. Prior to commencement of the traffic signal functional #ests, all items of work related to the signal control shall be completed and all signs shall be in place. For accessibility purposes., all sidewalk and handicap ramp installation at and around the controller cabinet must be completed for a minimum of two days prior to signal turn on and commencement of the functional test. 7-1.02 RELATIONS WITH KERN COUNTY. The City has been issued a permit for work within the Coun#y right of way. However, prior to beginning work, the Contractorshall. obtain a permit in~the Contractor's name. The Contractor shall comply with all the provisions of said permit. PAYMENT. Full compensation for conforming to the requirements of this article shall be considered as included in the unit prices paid for various items of work and no additional compensation will be allowed therefor. 7-1.03. OBSTRUCTIONS. Attention is directed to Section 8-1..10, "Utility and Non-Highway Facilities", of the Standard Specification, the plans, and the special provisions. The Contractor shall be required to work around public utility facilities and other improvements tha# are to remain in place within the construction area or that are to be relocated and. relocation operations have no# been completed. In accordance with the provisions in Section 7-1:11, "Preservation of Property", and Section 7-1.12, "Responsibility for Damage", of the Standard Specifications, the Contractor shall be liable to . owners of such facilities and improvemen#s for any damage or interference with service resulting from conducting his operations. The exact. location of underground facilities and improvements within the construction area shall be ascertained by the Contractor before using equipment that may damage such facilities or interfere with the services. Other forces may be engaged in moving or removing utility facilities or other improvements or maintaining. services ~or utilities. The Contractor shall cooperate with such forces and conduct his operations in such a manner as to avoid any unnecessary delay or hindrance to the work being performed by other such forces. Any delay to the Contractor due to utility relocation whether or not the u#ility is shown. or correctly located on the plans will not be compensated for as idle time. However, additional contract time commensurate with such delays maybe allowed. Prior to commencement of any phase of construction involving landscaping or irrigation sys#ems, the Contractor shall contact the City Parks Division at 326-3117 for the purpose of ascertaining the locations and current operational status of all landscape irrigation wiring, mainlines, la#erals and other facilities. Due care shall betaken #o minimize damage to existing irrigation systems and plant materials. The Contractor shall be responsible for repairing and reconnecting severed or damaged lines and/or wiring and replacement of damaged C-1 7-1.05 EXISTING HIGHWAY FACILITIES. The work performed in connection with various existing facilities shall conform to the provisions in Section 15, "Existing Highway Facilities", of the S#andard Specifications and these special provisions. Existing City highway signs and street markers shall remain the property of the City. Such signs and street markers shall be relocated and maintained during construction so as to convey the same intent that existed prior to construction. Existing City highway signs and street markers shall be placed in their permanent position by the Contractor°s forces prior to completion of construction. Signs removed from the project area shall be delivered to the City Corporation Yard at 4101 Truxtun Avenue. PAYMENT. Full compensation for conforming to the requirements of this article shall be considered as included in the unit prices paid. for various items of work and no additional compensation wi11 be allowed therefor. 7-1.06 SAWCUT ASPHALT CONCRETE PAVEMENT. Where new asphalt concrete is, to conform to existing asphalt concrete, the existing asphalt concrete shall be sawcut to a neat line. The depth of cut shall be sufficient so that damage to adjacent asphalt concrete, which is to remain in place, will not occur during excavation operations. The Contractor shall conduct his operations so as not to damage the integrity of the edge of the sawcut pavement. Any damage to the sawcut edge will be corrected by the Contractor by addi#ional cutting prior to the start of .paving operations. PAYMENT, Full compensation for conforming to the requirements of this article shall be considered as included in the unit prices paid for various items of work and no additional compensation will. be allowed therefor. 7-1.07 REMOVE TRAFFIC STRIPES AND PAVEMENT MARKINGS. Traffic stripes and pavement markings to be removed will be as shown on plans and as designated by the Engineer. Traffic stripes and pavement markings shall be removed to the fullest extent possible from the pavement by any method that does not materially damage the surface or texture of the pavement or surfacing. Where blast cleaning is used for the removal of painted traffic stripes and pavement markings, the area shall be shielded so that no material from the blasting operation is allowed to enter the area that is open to public traffic. Sand or other material deposited on the pavement as a result of removing traffic stripes and markings shall be removed as the work progresses. Accumulations of sand or other material which might interfere with drainage or might constitute a hazard to traffic will not be permitted. Traffic stripes shall be removed before any change is made in the traff is pattern. Blast cleaning for removal of traffic stripes shall be feathered out to irregular and varying widths. Pavement markings shall be removed by blast cleaning a rectangular area, rather than just lettering or markings, so the old message cannot be identified. After removal of traffic stripes and pavement markings, a fog seal coat shall be applied in conformance with the provisions in Section 37, "Bituminous Seals", of the Standard Speci#ications and the following: In traffic stripe removal areas, the #og seal coat shall be applied over the traffic stripe removal area and to irregular and varying widths with an average wid#h of two ~2) feet on each side of the blast cleaned traffic stripe removal area. In pavement marking removal areas, the fog seal coat shall be applied to the blast cleaned rectangular area. Full compensation for furnishing and applying fog seal coat as specified herein shall be considered as included in the contract price paid per square foot for Remove Traffic Stripes and Pavement Marking and no additional compensation will be allowed therefor. Nothing in these special provisions shall relieve the Contractor from his responsibilities as provided in Section 7-1.09, "Public Safety", of the S#andard Specifications. C-3 Installation of one (1 } or more sign panels mounted on a single post shall be counted as one (1) Roadside Sign {GSP Post}. 7-1,12 OVERHEAD SIGNS. Overhead signs shall conform to the applicable provisions in Section 56, "Signs", of the Standard Specifications and these special provisions. Mast-arm hangers for street name signs will be furnished and, installed by the Contractor. Street name sins will be furnished by City of Bakersfield and installed by the Contractor using mast-arm hanger methods such as Hawkins M10J Series swinging sign bracket, with return spring removed, or acceptable equal. Overhead Street name signs on signal mast-arms shall be furnished by the City and installed by the Contractor in accordance with the plans and these special provisions. Compensation for overhead sign installation shall~be considered included in the respective contract lump sum price for Traffic Signal & lighting System (Hageman Road at Verdugo Lane. 7-1.13 HAZARDOUS WASTE IN EXCAVATION. If the Contractor encounters material in excavation which he has reason to believe. may be hazardous waste, as defined by Section 25117 of the "Health and Safety Code", he shall immediately so notify the Engineer in writing. Excavation in the immediate area of the suspected hazardous material shall be suspended until, the Engineer authorizes it to be resumed. If such suspension delays the current controlling operation, the Contractor will be granted an extension of time as provided in Section 8-1.07, "Liquidated Damages", of the Standard Specifications. If such suspension delays the current controlling operation more than two {2) working days, the delay will be considered a right of way delay and the Contractor will be compensated for such delay as provided in Section 8-1.09, "Right of Way Delays", of the Standard Specifications. The Department reserves the right to use other forces for exploratory work to identify and determine the extent of such material and #or removing hazardous material from such area. .PAYMENT. Full .compensation for conforming to the requirements of this article shall be considered as included in the unit prices paid for various items of work and no additional compensation will be allowed therefor. 7-1.14 REMOVE CONCRETE. Removing concrete shall conform to the provisions in Section 15~, "Existing Highway Facilities," 16, "Clearing and Grubbing," and 19-1.04, "Removal and Disposal of Buried Man-Made Objects," of the Standard Specifications and these special provisions. Concrete removed shall be disposed of in accordance .with the provisions in Section 7-1.13, "Disposal of Material Outside the Highway Right of Way," of the Standard Specifications. MEASUREMENT AND PAYMENT. Full compensation for conforming to the requirements of this article shall be considered as included in the various items of work and no additional compensation will be made therefor. 7-1.15 MISCELLANEOUS CONCRETE CONSTRUCTION. Portland Cement concrete curbs, median curbs, sidewalks, wheelchair ramps, cross drains, drive approaches, driveways and miscellaneous construction shall conform to the provisions in Section 73, "Concrete Curbs and Sidewalk", of the Standard Specifications and these special provisions. Concrete curbs, median curbs, curb and gutter maybe constructed by the fixed . form method or by extrusion or slip forming. However, i# is required to use equipment which is controlled automatically for alignment, grade, and cross slope by sensing from preset string lines for construction using the extrusion or slip form methods, MEASUREMENT AND PAYMENT. Quantities of Minor Concrete (Curb and Gutters shall be paid for at the contract price per linear foot, measurement of which shall be the actual lengths in the field, including breakdowns for wheelchair ramps, drive approaches and driveways. Quantities of Minor Concrete used in wheelchair ramp construction shall be considered as minor concrete (sidewalk) and paid #or at the contract price per square foot of Minor Concrete (Sidewalk}. r_.~ v v Detail 22 Detail 38 Existing markers within the project limits shall be removed and disposed of as directed by the Engineer. Existing markers not directed for removal, but damaged or removed by the Contractor, are not included in this section. Any markers removed or damaged by the Contractor without direction #rom the Engineer shall be replaced in kind at no expense #o the City. Pavement markers for striping details shall be installed no sooner than (7) days after resurfacing operations .have been completed and when directed by the Engineer after the traffic stripes have been applied. The traffic stripes shall be used by the Contractor as the control line for the installation of the markers. All additional work necessary to establish satisfactory lines for markers shall be performed by the Contractor at no expense to the City. Epoxy adhesive shall be used and shall conform to Section 95, "Epoxy", of the Standard Specifications and these special provisions. The Contractor shall use either Rapid Set Epoxy Adhesive for Pavement Markers (State Specification 8040-51 B-07) or Standard Set Epoxy Adhesive for Pavement Markers (State Specifics#ion 8040-51,6-09). Pavement markers shall have a Methyl Methacrylate housing, and they shall be 4"x4"x0.75" in size. Low • profile .pavement. makers shall not be allowed. Markers shall be installed after lane lines have been striped. MEASUREMENT AND PAYMENT. Pavement markers for striping details shall be included in the contract price paid per foo# for the various striping details and no additional compensation will be made therefor. _ . ~J' l 7-2.04 CONDUCTORS AND WIRING. Conductors and wiring shall conform to the provisions in Section 86-2.08, "Conductors", and .Section 86-2.09, "Wiring", of the .Standard Specifications and these special provisions. Conductors -The Contractor shall use multi-conductor electrical cables for all circuits except lighting, Autoscope power and between the service point and controller cabinet. Conductors shall be spliced by the use of "C" shaped compression connectors as shown on Standard Plan ES-13. Splices shall be insulated by "Method B". The optical detector cable (3-M Opticom Model 138 or equal) shall have four conductors of AWG #20 (7X28) standard individually tinned drain wire #o provide signal integrity and transient protection. The individually tinned copper, color-coded insulation shall be as follows: a. Orange for delivery of optical detector power b. Negative return wire for opticaldetector power c. Yellow for optical detector signal #1 d. Blue for optical detector signal #2 The Contractor shall arrange for a qualified Opticom technician to be present at each signal turn on. A representative servicing the Bakersfield area may be contacted at (714) 321-7513. The insulation for all conductors shall be Type THW polyvinyl chloride. PAYMENT. Full compensation for conforming to the requirements of this article shall be considered as included in the unit prices paid for various items of work and no additional compensation will be allowed therefor. 7-2.05 SERVICE. Service shall conform to the provisions in Section 86-2.11, "SERVICE", of the Standard Specifications and #hese.special provisions... Unless-.otherwise noted, service shah be as shown onthe-plans#or the signal installation at Hageman Road and Verdugo Lane. The installation shall. be furnished wi#h 70 amp, 240 volt, 3 pole main breaker and the .following.. branch. circuit breakers: No. Amy Phase Vol#s Branch ~ Metered 1 50 1 120 Traffic Signal Yes 2 30 1 120 Lighting No 3 15 1 120 Autoscope Yes Increase main breaker as required for actual load. .The Engineer will arrange with the serving. utility to complete service connections to service points shown on the .plans and will pay all required costs and fees required by the utility. 7-2.06 TESTING. Testing shall conform to the provisions in Section 86-2,14, "Testing", of the Standard Specifications and these special provisions. The signals shall not be placed in flashing mode, with signal faces uncovered, prior to Functional Testing. FUNCTIONAL TESTING. AI! functional testing shall conform #o the provisions is Section 86 2.14C "Functional Testing", of the Standard Specifications and the following paragraphs: Functional test periods are included in the number of working days to complete the project as described in SECTION 4, "BEGINNING OF WORK, TIME OF COMPLETION AND LIQUIDATED DAMAGES" of these special provisions. Thefourth paragraph of Section 86-2.14C "Functional. Testing" of the Standard Specifications shall be amended #o read as follows: C-9 The signal module onboard circuitry shall include voltage surge protection to withstand high repetition noise transients as stated in Section 2.1.6 of NEMA Standard TS-2,1992. 1.5.6 The LED circuitry shall prevent perceptible flicker to the unaided eye over the voltage range specified above. 1.5.7 All wiring and terminal blocks shall meet the requirements of Section 13.02 of the ITE Publication: Equipment and Material Standards, Chapter 2 (Vehicle Traffic Control Signal Heads). 1.5.8 Compatibility The modules shall be operationally compatible with currently used controller assemblies (solid state load switches, flashers, and conflict monitors). Review TEES Chapters 3 and 6 for specifications on these devices. 1.5.8.1, When a current of 20 mA AC (or less)is applied to the unit, the voltage read across the two leads shall be 15 VAC or less. 1.5.9 The modules and associated onboard circuitry must meet Class A emission limits referred in Federal Communications Commission (FCC)Title 47, Subpart B, Section 15 regulations concerning. the emission of electronic noise. 1.fi Photometric Requirements 1.6.1 The minimum initial. luminous intensity values for the modules shall be as stated in Table 2-2 and/or Table 2-4 at 25°C. 1.6.1.1 The modules (excluding yellow)shall meet or exceed the illumination values as shown in .Table 2-3 and/or Table 2-5,'throughout the useful life based on normal use in a traffic signal operation over the operating temperature range. 1.6.1.2 Yellow modules shall meet or exceed the illumination values as shown in Table 2-3 and/or Table 2-5, throughout the useful life based on normal use in a traffic signal operation at 25°C. 1.6.2 The measured chromaticity coordinates of the modules shall conform to the chromaticity requirements of Table 2-6, throughout the useful li#e over the operating temperature range. _ 1.7 Physical and Mechanical Requirements LED traffic signal modules shall be designed as retrofit replacements for existing optical units of signal indications and shall not require special tools for installation. See appropriate sections for Type 1 and Type 2 modules. 1.8 Environmental Requirements, 1.8.1 The LED signal module shall be rated for use in the operating temperature range of 40°C (40°F) to +74" C (+165" F). The modules shall meet all specifications throughout this range. 1.8.2 The LED signal module shall be protected against dust and moisture intrusion per the requirements of NEMA Standard 250-! 991 for Type 4 enclosures to protect all internal components. 1.9 Construction . 1.9.1 The LED signal module shall be a single, self contained device, not requiring onsite assembly for installation into an existing traffic signal housing. The, power supply for the module shall be integral to the unit. 1.9.2 The circuit board and power supply shall be contained inside the module. Circuit boards shall conform to Chapter 1, Section 6 of the "Transportation Electrical Equipment Specifications 1.9.3 The assembly and manufacturing process for the LED signal assembly shall be designed to assure all internal components are adequately supported to withstand mechanical shock and vibration from high winds and other sources. 1.10 Materials C-11 enhance ON/OFF contrasts. 3.3.2.1 The use of tinting or other materials toenhance ON/OFF contrasts shat! not affect chromaticity and shall be uniform across the face of the lens. 2.3.3 The LED signal .module lens shall be W stabilized and shall be capable of withstanding ultraviolet (direct sunlight)exposure for a minimum period of 60 months without exhibiting evidence of deterioration. 2.3.4 If a polymeric lens is used, a surface coating or chemical surface treatment shall be used to provide front surface abrasion resistance. 7-2.0?A.3 Type 2 Tra#fic Signal Module The following specification requirements apply to the Type 2 module only. All general specifications apply unless specificaNy superseded in this section. 3.1 Type 2 modules can be manufactured under this specification for the following faces: 3.1.1300 mm circular 3.1.2 200 mm circular 3.1.3 300 mm arrow 3.1.4 Programmed Visibility (red, yellow, green) 3.2 Physical and Mechanical Requirements 3.2.1 The module shall fit into existing traffic signal section housings built to the specifications. detailed in the 1TE Publication: Equipment and Material Standards, Chapter 2 (Vehicle Traffic Control Signal Heads), with the existing lens, reflector and lamp socket remaining in place, and without modification to the housing. . 3.2.2 Each Type 2 module shall be designed to mount in the standard lamp socket normally used with an incandescent lamp. 3.2.3 The maximum weight of a Type 2 module shall be 1.4 kg (3 Ibs.). 3.2.4 Type 2 modules shall be a sealed unit containing all components necessary for. operation. 3.3 .The installation of a Type 2 module shall no# require any removal of, or modification to the standard lamp socket or reflector. The installation of a Type 2 module shallnot require special tools. 7-2.O7A.4 300 mm.Arrow The following specification requirements apply to the 300 mm arrow module only. All general specifications .apply unless specifically superseded in this section. 4.1 The arrow module shall meet specifics#ions stated in Section 9.01 of the ITE Publication; Equipment and Material Standards, Chapter 2 (Vehicle Traffic Control Signal Heads)#or arrow indications. 4.2 The LEDs shall be spread evenly across the illuminated portion of the arrow area. 7-2.07A.5 340mm Bicycle The following specification requirements apply to the 300 mm bicycle module only. All general specifications apply unless specifically superseded in this section. 5.1 The bicycle module shall approximate shape and size specifications as shown in Figure - fi-1 for bicycle signal face. Caltrans shall make the #inal determination as to the conformance to the intent of the specification. f~_i ~ v ~v 8.4.2.1 Test units shall be submitted to Caltrans Translab, Elec#rical Testing Branch after the manufacturer's testing is complete. 8.4.2.2 Manufacturer's testing~data shall be submitted with test units for Caltrans verification of Design Qualification Testing data. 8.4.3 Bum tn. The .sample modules shall be energized for a minimum of 24 hours, at 100 percent on-time duty cycle, at a temperature of +74° C (+165° F), before performing any design qualification testing. 8.4.4 Any failure of the module, which renders the unit non-compliant with the specification after bum in,shall be cause for rejection. 8.4.5 For Design Qualification Testing, all specifications will be measured including, but not limited to: 8.4.5.1 Rated Initial Luminous Intensity. measured at +25°C. 8.4.5.2 Chromaticity (Color), measured at +25° C. 8.4.5.3 Electrical. All specified parameters shall be measured and used for quality comparison of production quality assurance on production modules (rated power, etc). 8.4.5.4 Equipment Compatibility. Modules shall be tested for compatibility with the controller unit, conflict monitor, and load switch. Each signal module shall be connected to the output of a standard load switch connected #o an AC voltage supply between the values of 95 and 135 VAC, with the input to the load switch in the "off' position. The AC voltage developed across each LED signal module so connected shall not exceed 10 Vrms as the input AC voltage is varied from 95 Vrms to 135 Vrms. 8.4.5.5 Mechanical vibration testing shall be as per MIL-STD-883, Test Method 2007, using 3 -four minute cycles along each x, y, and z axis, at a force of 2.5 Gs, with a frequency sweep from 2 HZ to 120 HZ. The loosening of the lens, or of any internal components, or other physical damage shall be cause for rejection. 8.4.5.6 Temperature cycling shall be performed as per~MlL-STD-883, Test method 1010. The temperature range shall be per "Environmental Requirements A minimum of 20 cycles shall be performed with a 30 minute transfer time between temperature extremes and a 30 minute dwell time at each temperature. Module(s)being tested -shall be energized and functioning throughout the duration of the test. Failure of a module to function properly or any evidence of .cracking ~of the module lens or housing after tempera#ure cycling shall be cause for rejection, 7-2.07A.9 Production Quality Control Testing. 9.1.1 The #ollowing Production Quality Assurance tests shall be performed on each new module prior to shipment. Failure to meet requirements of any of these tests shall be cause for rejection. Test results shall be retained by the manufacturer for seven years. 9.1.2 Bum-in period shall consist of each .signal module being energized at rated voltage fora 30 minute stabilization period before the measurement is made (except for yellow modules). 9.1.3 Each module shall be tested for rated initial intensity after bum-in. 9.1.3.1 A single point measurement, with a correlation to the intensity requirements of Table 2-2 for circular modules, maybe used. 9.1.3.2 The ambient temperature for this measurement shall be +25" C (+77" F). r._~~ v ~ v TABLES Table 2-1 Maximum Power Consumption (in Watts) Red Yellow Green. Tem erature 25°C 74°C 25°C 74°C 25°C 74°C 300 mm circular 11 17 22 25 15 15 200 mm circular 8 13 13 16 12 12 300 mm arrow 9 12 10 12 11 11 Bicycle indication ~ 11 17 22 25 15 15 PV indication 11 17 22 25 15 15 Lane. Control (X} 9 12 n/a n/a nla n/a . Lane Control n/a n/a n/a n/a 11 11 Table 2-2 Minimum lni#ial Intensities for Circular Indications (in cd) .200 mm 300 mm Angle (v,h) Red Yellow Green Red Ye!!ow Green 2.5, t7.5 114 228 228 295 589 589 2.5, 112.5 67 133 133 166 333 333 . 2.5, 117.5 29 57 57 90 181 1.81 7.5, #2.5 19 238 238 266 532 532 7.5, t7.5 105 209 209 238 475 475 7.5, 112.5 76 152 152 171 342 .342 7.5, 117.5 48 95 95 105 209 209 7.5, ±22.5 21 43 43 45 90 90 7.5, 127.5 12 24 24 19 38 38 12.5, 2.5 43 86 86 59 119 119 12.5, ±7.5 38 76 76 57 114 114 12.5, 112.5 33 67 67 52 105 105 -12.5, ±17.5 24 48 48 40 ~ 81 81 12.5, 122.5 14 29 29 26 52 52 12.5,. 27.5 10 19 19 19 38 38 17.5, 2.5 19 38 38 26 52 52 17.5, t7.5. 17 33 ~ 33 26 52 52 17.5, ±12.5 12 24 24 26 52 52 17.5, 117.5 10 19 19 26 52 52 17.5, 122.5 7 14 14 24 48 48 17.5, 127.5 5 10 10 19 38 38 C-17 i .5.3 Power Factor The LED signal module shall have a power factor of .0.90 or greater. 1.5.4 THD Total harmonic distortion (current and voltage)induced into an AC power. line by a LED signal module shall not exceed 20 percent. 1.5.5 Surge~Suppression The signa! module onboard circuitry shall include voltage surge protection to withs#and high repetition noise transients as stated in Section 2.1.6 of NEMA Standard TS-2,1992. 1.5.6 The LED circuitry shall prevent perceptible flicker to the unaided eye over the voltage range specified above. 1.5.7 All` wiring and terminal. blocks shall meet the requirements of Section 13.02 of the ITE Publication: Equipment and Material Standards, Chapter 2 (Vehicle Traffic Control Signal Heads). 1.5.8 Compa#ibility The modules shall be operationally compatible with currently used controller assemblies (solid state load switches, flashers, and conflict monitors). Review TEES Chapters 3 and 6 for specifications on these devices. 1.5.8.1 When a current of 20 mA AC (or less)is applied to the unit, the voltage read across the two leads shall be 15 VAC or less. 1.5.9 The modules and associated onboard circuitry must meet Class A emission limits referred in Federal Communications Commission (FCC)Title 47, Subpart B, Section 15 regulations concerning the emission of electronic noise. 1.6 Environmental Requirements 1.6.i The LED signal module shall be rated for use in the operating temperature range of 40°C (40 'F) to +74" C (+165 'F). The modules shall meet all specifications throughout this .range. 1.6.2 The LED signal module shall be proteacted against dust and moisture intrusion peg the requirements of NEMA Standard 250-1991 for Type 4 enclosures to protec# all internal components. 1.7 Construction 1.7.1 The LED signal, module shall be a single, self contained device, not requiring onsite assembly for instaNation into an existing traffic signal housing. The power supply for the module shat! be Integra! to the unit. 1.7.2 The circuit board and power supply shall be contained inside the module. Circuit boards shall conform to Chapter 1, Section. 6 of the "Transportation Electrical Equipment Specifications". 1.7.3 The assembly and manufacturing process for the LED signa! assembly shall be designed to assure all internal components are adequately supported to withstand mechanical shock and vibration from high winds and ,other sources. 1.8 Materials 1.8.1 Material used for the lens and signal module construction shall conform to ASTM specifications for the materials. 1.8.2 Enclosures containing either the power supply or electronic components of the signal module shall be made of UL94VQ flame retardant materials. The lens of the signal module is excluded from this requirement. 1.9 Module Identification 1.9.1 Each module shall have the manufacturer's name, trademark, model number, serial number, date of manufacture (month-year), and lot number as identification permanently marked on the , back of the module. 1.9.2 The following operating characteristics shall be permanently marked on the back of the module: rated voltage and rated power in Watts and Volt-Ampere. 1.9.3 If a specific mounting orientation is required, each module shall have prominent and permanent marking(s)for correct indexing and orientation within a signal housing. The markings shall consist of an up arrow, or the word "UP" or "TOP". 7-2.08A.2 Type A Pedestrian Signal Face (Combination Raised HandlWalking Person section) The following specifications requirements apply to the Walking 'Person section only. A!I general specifications apply unless speci#ically superseded in this section. C-20 2.1 General 2.1.1 Pedestrian signal face modules shall be designed to mount behind or replace the existing face plate of existing Type "A" housing as specified by the requirements in the ITE Publication: Equipment and Material Standards, Chapter 3 (Pedestrian Traffic Control Signal Indications}. 2.1.2 The design of the modules shall require a specific mounting orientation. 2.2 Photometric Requirements 2.2.1 Each module shall provide an average luminous intensi#y of at least 3,750 candela/m*for "Nand" and 5,300 candela/m*for "Walking Person" symbol throughout the useful life over the operating temperature range. 2.2.2 The uniformity ratio of an illuminated symbol shat! not exceed 4 to 1, between the highes# luminance area and the lowest luminance area in the module. 2.2.3 The color output of the module shall conform to the requirements of Sec#ion 5.3 in the ITE Publication: Eguipment and Material Standards, Chapter 3 (Pedestrian Traffic Control Signal Indications}. 2.2.3.1 "Hand "shall be Portland orange. not greater than 0.390, nor less than 0.331, nor less than 0.997 -x 2.2.3.2 Walking person shall. be lunar white. x: not less than 0.290, nor greater than 0.330 y: not less than 1.5x -0.175, nor greater than 1.5x -0.130 2.3 Physical and Mechanical Requirements 2.3.1 -The module shall be designed to be used in the pedestrian signal section as retrofit replacement for existing signal: lamps and shall not require special tools for installation. 2.3.1.1.. The module- shall tit into existing pedestrian. signal section housings built to the PTCSH specifications without modification to the housing. 2.3.2 The height of each symbol on the modulo shall be not less than 250 mm and the width of each symbol on the module shall: not be less than 165 mm. 2.4 Construction The modules shall be a single, self-contained device, not requiring on-site assembly for installation into an existing Type "A" housing. 7-2.08A.3 Quality Assurance . 3.1 The modules shall be manufactured in accordance with a manufacturer quality assurance (QA) program.: The QA program shah include two types of quality assurance: (1)design quality assurance and (2}production quality assurance. The production quality assurance shall include statistically controlled routine tests to ensure minimum performance: levels of LED signal modules built to meet this specification, and a documented process of how problems are to be resolved. 3.2 QA process and test results documentation shall be kept on #ile for a minimum period of seven years. 3.3 LED signal. module designs not satisfying. design qualification testing and the production quality assurance, testing performance requirements described below shall not be labeled, advertised, or sold as conforming to this specification. 3.4 Design Qualification Testing 3.4.1 .Design Qualification Tes#ing shall be performed by the manufacturer or an independent testing lab hired by the manufacturer on new LED module designs, and when a major design change has been implemented on an existing design. A major design change is defined as a design change (electrical or physical)which changes any of the performance characteristics of the module, results in a different circuit configuration for the power supply, or changes the layout of the individual LED 's in the module. 3.4.2 A quantity of two units for each design shall be submitted for Design Qualification .Testing. 3.4.2.1 Test units shall be submitted to Caltrans Laboratory, Electrical Testing Branch, .after the manufacturer's tes#ing is complete. C-21 7-2.08A.6 Guarantee Pedestrian Signal. Face (Combination Raised Hand/UUalking Person) section modules shall be guaranteed by the Contractor by supplying the Ci#y with the original manufacturer's warranty -after the project is accepted by the Engineer. The warranty duration shall be as outlined under the following warranty section. 7-2.08A.7 Warranty The manufac#urer~shall provide a written warranty against defects in materials and workmanship for the Pedestrian Signal Face (Combination Raised Hand/VUalking Person) modules for a period of 60 months after installa#ion of -the modules. All warranty documentation shall be given to the Engineer prior to installation. 7-2.09 LUMINAIRES. Luminaires shall conform to the provisions in Section 86-6.01, "High Pressure Sodium Luminaires", of the Standard Specifications and these special provisions. Luminaires shall be furnished wi#h high pressure sodium lamps and integral ballasts with lamp wattages as shown on the pans. An in-line fuse shall be located in the pull box. 7-2.10 PHOTOELECTRIC CONTROLS. Photoelectric controls shall conform to the provisions in Section 86-6.07, "Photoelectric Controls", of the Standard Specifica#ions and these special provisions. Each luminaire shall be provided with a Type IV photoelectric control. 7-2.11 CONTROLLERS, -CABINETS AND AUXILIARY EQUIPMENT. The City will furnish the controller and cabinet assembly for the location complete with all necessary prom modules, conflict monitor, flasher units and relays, isolation module, switch packs, detec#or cards, keys and locks. The central pad on the Foundation Detail in Sta#e Standard Plan ES-4B shall. be increased from a height of three and one- half (3.5) inches to a height of twelve (12) inches. The .Contractor shall supply and install each controller cabinet with the surge suppressor module combination terminal block EDCO PC642C-0i5D & PCBIB or equivalent. 7-2.fi2 VIDEO VEHICLE DETECTION SYSTEM.. City furnished vehicle detection equipment will be as follows: Econolite's AUTOSCOPE-2004, Video Vehicle Detection System (Video Controller) Econolite Image Sensors Model Number AIS-BW-ZOOM-U-O (ZOOM Video Camera} Focal length as shown on the plans or as specified by the Engineer. City-furnished video cameras shall be installed by the contractor. Video Controllers will be installed by City forces. Contractor shall contact City Traffic Department (Traffic Signal Technician 661-326-3994) at leas# 48 hours in advance for coordination and equipment delivery of City provided equipment. Two 60 ft video cable per video camera shall be supplied by the City and installed by the contractor from the video camera to the signal standard hand hole, the remaining video cable (Belden #8281) shall be supplied and installed by the Contractor from the hand hole to the controller cabinet. The video cable shall run from the video camera continuous from camera pigtail connection to the handhold opening connected to the Con#ractor supplied cable and run continuous to the signal controller cabinet. Camera video and power cords shall en#er luminaire arm using engineer approved crimp-type BNC connectors such as Amphenol 31-71032 and shall utilize a drip loop. Connectors should be ins#alled using Amphenol CTL-2 Crimping Tooi. Weatherproof connections shall not be at bottom of drip loop. Connections at cameras shall be appropriately wrapped and weatherproofed. When allowed by the Engineer, splicing camera video coaxial cable and power wiring shall be spliced in the hand hole _ of each respective signal standard where video cameras are mounted. Splicing will not be allowed in pull boxes at the base of signal standards. All splices shall be appropriately wrapped and weatherproofed. MEASUREMENT AND PAYMENT. installation of the vehicle detection cameras will be paid for at the contract lump sum price for the Traffic Signal and Lighting System Installation, which price shall include full compensation for furnishing all labor, material, tools, equipment and for doing all the work involved in ins#alling, connecting, and adjusting the city-furnished cameras, and no additional compensation will be allowed therefor. C-23 COUNTY OF KERN Permit No. StateofCalifornia 0476-02 Resource Management Agency 270 "M" Street Roads Department Bakersfield, CA 93301 (661 ~ 7 .05/24/02 862-8827 Date (b61) g62-8987 FAX ENCROACHMENT PE~;MIT ~ ~ CITY OF BAKERSFIELD ATTN ROBERT TABLIT 1501 TRUXTUN AVE BAKERSFIELD, CA 93301 { 661) 326-3996 ~ 661) 852-2120 FAX 05/23/02 Ire' compliance with your request of and_ subject- to all the terms, conditions and restrictions contained below and on the reverse side hereof. PERMISSION IS HEREBY GRANTED TO INSTALL TRAFFIC SIGNAL (SIGNAL POLES, WHEELCHAIR RAMP AND PAVEMENT MARKINGS} AT VEROVQ4 LN JUST S(X1TH OF HAGEMAN RD. AS SHOWN ON CITY OF BAKERSFIELD PL~'~NS "INSTALLATION OF TRAFFIC SIGNAL AND LIGHTING SYSTEM ON HAGEMAN RD AND VERI~JGO LN" , SHEET 2 OF 4. ALSO SEE CONDITIONS FOR AC STREETS AND ALLEYS, AND OTHER CONDITIONS. *~YOU MUST NOTIFY INSPECTOR 24 HOURS PRIOR TO STARTING WORK OR YOUR PERMIT MAY BE REVOKED** NotifyRlC~D HERSHBERGER (661) 332-0337 ~ 24 hours prior to starting work, for inspection and prior to any backfill. All at or above ground facilities shall be placed a minimum of 5'8"clear behind ultimate gutter line,l' from property line in alleys. Signing shall be in accordance with Section 21401 ofthe Vehicle Code of the State ofCalifornia, the State ofCalifornia Department ofTransportation's Manual of Traffic Controls (Warning Signs, Lights and Devices for Use in Performance of-Work Upon Highways), and as directed.,by the Roads Department. Permit not valid for work outside county maintained right-of--way. Final Inspection Tag may be obtained upon completion. No work to be performed under this permit on Saturday, Sunday, or holidays. This Permit is to be strictly construed and no work other than that specifically mentioned above is authorized hereby. This permit must be on the job site at all times while work is in progress. This Permit shall be void unless the work herein contemplated shall have been completed before sundown 11/29/x2 his Permit is expressly conditioned upon the performance of the work. Failure to so perform said work in accord with specifications hereinabove set forth shall be deemed an immediate revocation of this permit and without notice. y .Sig fur fPermittee RO EPARTMENT REBECCA L. SCHMIDT (661)862-8877 Whitc -Original - Permittce Buff -Duplicate -Roads (SUBJECT TO ALL TERMS, CONDITIONS, AND RESTRICTIONS Pink • Triplicate -Inspector ON ALL REVERSE SIDE HEREOF) ROADS 5803000131(4/O1j(Front) I Tl~ F4 T All pipeline, sewer line and conduit crossings shall be bored or jacked with minimum surface cut for connections to existing lines. Lateral connections to exis#ing lines, located on the near side of the roadwa Y may be open cut only as allowed by County Policy #C-1095. Alleys may be open cut. Minimum cover 30", except for sewers. Minimum cover for sewers is 36". &~ckfill and suraaei #o conform . ~ to Plate R-55. No floodir~ or betting. That portion located between lines 2 feet beyond the utters or ved . 9 pa shoulder m urban areas or 8 feet on either side of the existing surfacing in Tura! areas shall be com acted o p to 95 relative compaction as determined by the County Inspector. All other portions shall be com cted Pa to 90% relative compaction. Surfacing to be rolled with steel roller. ~N !TONS FOR ~ D Illli A Aii1D~ LE S: Minimum cover 30", except for sewers. Minimum cover for sewers is 36". Backfill and surfacin to conform . g to Plate R-5fi. No flooding or jetting. That portion located between Imes 2 feet beyond the gutters or paved shoulder in urban areas or 8 feet on either side of ~ existing surfacing in Tura! areas, shall be compacted to 95% rela#ive compaction as determined by the County Inspector. All other portions shall be com cted Pa to 90% relative compaction. Alleys shall be compacted to 95% relative compaction. PIPELINES: Pipe installed shall be Class III RCP with rubber gaskets or approved equal. All crossings shall be made to within 15. degrees of perpendicular to the centerline. aTHER CC~NDITiC~NS: Minimum of one-half of paved surfacing shall be left clear and open to traffc at all times. Ali lanes shall remain clear and open during the hours of darkness. Where a trench or excava#ion is 5 feet or deeper, the permiftee shall obtain a permit from the Division of Industrial Safety, as required by SE~ction 6500 c~f the Labor Code of the State of California, and shat! provide the Roads Depcirtment's Office with a copy prior to commencing work. The perblittee shat! be responsible for determining location and installation features and hold the Cou of . ~y Kern harmless from any and all I~abil~ty related to veh~cuiar and pedestrian safety, adequate clearances, andlor break-away capabilifi~ of above ground cabinets, enclosures, markers, risers, service pEdestals, etc., plated within road right-of-way; and shat! maintain such facilities and features so as not to resent a hazard. p Fire hydrants shat! be instaNed in accordance with Kem County Fire Department Standards, but at least 5'2" clear behind ultimate gutter line. ~/alves in AC streets shall be raised to grade in accordance with Plate R-57. Not more than one ~ 500' section of contiguous cablelpipeline may be under active cons#ruc#ion at any tune. Trench shall be excavated, cablelpipeline placed, trench backfilled and compacted, permanent asphalt surfacing placed and necessary cleanup completed, with Been X15} working days and prior to start of excavation on any other section of the cablelpipeline. if cable. is #o be plowed, special attention is directed to item 18 on the reverse side of this permit. t~~} w Z W 0 ~ ~ ~Q ~ ~ J ' o0 oa Q Q Q D U ~ V ~ 4 ~ W<C WQ ~ ~ ~ J ' ~ ~ U~ U~ W I ~ Q U QO QO a.~ _ t= , Z Q ~ U ~ V n- p W ~ ~ QW OW UZ Z > to N U > V > W co ~ ~ U U U c ~ W Q~ Qa OW w //y~/~~ m w~ W~ W~ ~V! q 1 OpOa A ' 444a 4 a \ \ \ 0000 ~ / ~ 0 0 ~ / . ~ 0000 \ 2 0 0 ~ \ F- 4000 a~ O _ 4po4 .4000 \ \ ~ o o » 040 ~ / = 4A/~ ooh 0 0 U Q, opoo z _ 4 4 W ~ OpOa ~ ~ 0 0 , / F- 0400 0 0 ` \ a~ 0000 _ 0 0 / 0000 ` ~ 0400 ~ / . ~ 0000 ~ a ~ ~ / ~ ~ ~ 2 ~ ~o o ~ ~ W ~ o= o ~ ~ ' N W Q W Z F' U} Ul X 0 ~Z-' ~ ' Q ~ U p QQZTW W 2 ~ •w~ ~ ~ W ~ ~ l l ` J.. ~ ~ ~w~ m~Q~ ow_z~ ~ ~ Q a. Owl= ~ ~ W zw ~o ' z Q m~ J Z--W~ ~wo~p ~ ~ p~ JpOQ U~Y O~QZ r Z }-W ti..W~p! Q Qm 3~~~z F YUt1.W ~m ~ x UU U~t~..Q ~X Q JQ~~O w Z QQ ma0~ {n1.~l~N QUtl~UVl ~ ~ ~ PLOTTED: 06/i 4/i 995 ACRD F1Lc ~23~R-55 Revision: ' ~ s-14-19x5 COUNTY OF KERN °Qt° STATE OF CALIFORNIA PLATE N 0. ' °'D R'.J.~ BACKFILL REC~UIREMENTS • DEVELOPMENT . + R-55 STANDARD OIV A C STREETS CHECKED 81r: i PART D PROPOSAL FOR Traffic Signal and Lightin S stem Installation on g Y Hageman Road at Verdugo Lane . To~~the City Clerk of the City of Bakersfield: The undersigned, as bidder, declares that the onl ersons or arties interes#ed in hi ' Y p p i s proposal as principals are those named herein; that this proposal ~s made without collusion with any other person, firm or corporation; that he has carefully examined the location of the proposed work, the annexed proposed form of contract and the plans therein referred fo; and he proposes and agrees if this proposal is accepted, that he wail contract with the City of Bakersfield, in the prescribed form of contract hereto annexed, to provide all necessary machinery, tools, apparatus and other means of construction and to do all the work and furnish all the. materials in accordance with the plans and specifications for the above, filed in the office of~the Finance Director of the City of Bakersfield and as.specified in the contract, in the manner and time therein prescribed, and according to the requirements of the Engineer as therein set forth, and that he will take in fully payment therefor the unit prices or lump sums set forth in the following schedule: If this proposal is accepted and the undersigned fails to execute the aforesaid contract and to provide sure bonds and evidence of insur ~ ance acceptable to the City as is required within ten (10) days, not including Sundays, after the bidder receives notice from the Ci#y that the C~fy offers to award the contract to the successful bidder, the City may, at its option, determine that the bidder has abandoned the bid ro osal and pp the:~bidder's proposal guaranty shall be forfeited and shall become the roe ~of the Ci . Cit be f p p dY tY y shall then ree to accept the bid of another bidder. Item Estimated Unit of Item Unit Price Extension Price.. No. .Quantity Measure (In Figures) (In Figures} 1. 2050 SQFT ~ Remove Traffic Stripes and Pavement . Markings 2• 9 EA Remove Roadside Sign (GSP Post} 3. ~ EA Install Roadside Sign (GSP Pos#) 4. ~ 240 LF Thermoplastic Traffic Stripe, Detail 22 ~ ~ . 5. 150 lF Thermoplastic Traffic Stripe, Detail 38 6. 560 SQFT Thermoplastic Pavement Marking, White 7. 150 . LF . Paint Traffic Stripe, Detail 22 8. 50 LF Paint Traffic Stripe, Detail 38 9. 30 SQFT Paint Pavement Marking, White 10. 25 LF Minor Concrete (Curb and Gutter} ~~11 • 605 SQFT Minor Concrete (Sidewalk} 12.~ 2370 LF Interconnect Cable ins#allation(#19 6 Pair) 13. 6i 0 LF 2"Interconnect Conduit & Cable Installation 14. 1 LS Traffic Signal & lighting System (Hageman Road at Verdugo Lane) . ~ ~ ~ TOTAL BID $ Signed Bidder . Page 1 of 4 . D-1 ~ ,  Bidder acknowledges receipt of the following addenda: Clearly list any and all addenda numbers received on this project, above and on the lower left hand corner of the. sealed bid return envelope. The representations made herein are made under the penalty of perjury, Signed Bidder Company Address P.O. Box City, State Zip Code Area Code Telephone No. License No./Expiration Date . Page 2 of 4 D-2 ..tis:~ PROPOSAL FOR: Traffic Signal and Lighting System Installation on Hageman Road at Verdugo Lane The Extension Price has been calculated by multiplying the Estimated Quantity by the Unit Price. 1n the case of lump sum items, the Estimated Quantity shall be unity. The Bid Total is the sum of all Extension Prices. Bidder agrees that in case of any discrepancy between the Unit Price(s) and the respec#ive Extension Price{s) andlor the Bid Total, the Unit Price{s) shall prevail, and the bid submitted shall be the correctly computed sum of ail correctly computed Extension Prices, provided, however, if the amount set forth as a Unit Price, is unintelligible or omitted, then the amount set forth in the Extension Price column for the item shall be used to determine the correct Unit Price in accordance with the #ollowing: a. As to lump sum items, the amount set forth in the Extension Price column shall be the Unit Price. b. As to unit basis i#ems, the amount set forth in the Extension Price column shall be divided by the estimated quantity for. the item and the price thus obtained shall be the Unit Price. LIST OF SUBCONTRACTORS All :persons or parties submitting a bid proposal on the project shall complete the following form, setting forth #he~ name and the location of the mill, shop or office of each subcontractor who will perform work or labor or render service to the Contractor in or about the construction of the. work or improvement in excess of one- half of one percent {0.5%) of prime Contractor's total bid, or TEN THOUSAND DOLLARS ($.10,000), whichever ~s greater, and the portion of the work which will be done by each subcontrac#or. This list is to be com leted and submitted wi#h said bid ro osal. Subcontractor's ~ Address (City, State, Zip) Description of portion of work Name subcontracted (attach additional shee#s if needed) Page 3 of 4 D-3 F~•l~~ PROPQSAL FOR: . Traffic Signa! and Lighting System Installation on Hageman Road at Verdugo Lane Accompanying this proposal is [NOTICE: In the blank above, insert the words "cash $ ~ "cashier' ' ' " , ~ s check, certified check, or bidder's bond, as the case may beJ, in an amount equal to at least ten percent of the total of the bid. The names of all persons interested in the fore oin ro osal as rinci als are • g g p p p p as follows. IMPORTANT NOTICE: if bidder or their interested person is a corporation, sta#e 1e al name of cor oration also names of the residents • • g ~ ~ p ' p ecretary, treasurer, and .manager thereof, if a copartnership, state true name of firm, also names of all individual copartners composing firm; if bidder or other interested erson is an individual, state first and last names in full. p Licensed in accordance with an act providing for the .registration of . Contractor's License No. SIGN HERE Signature of Bidder NOTE--If bidder is a corporation, the legal name of the corporation shall be set forth above to ether with the signature of the officer or officers authorized to si n • • g g contracts on behalf of the corporation, if bidder ~s a copartnership, the true Warne of the firm shall be se# forth above together with the signature of the artner or partners authorized to si n contracts on behalf of .the c ' • ~ ~ ~ • p 9 opartnership, and if bidder is an individual, his signature shall be placed above. If signature is~ by an agent, other than an: officer of a cor oration~or a member of a partnershi a Power of Attorne ~ ~ • p • p~ y mus# be on file with the City Clerk of the City of Bakersfield prior to opening .bids or submitted with the bid; otherwise, the .bid will be disregarded as irre ular and unauthorized. ~ g Business Address Telephone No. . . Place of Residence Da#e Page4of4 D-4  BIDDER'S BOND (To Accompany Proposal) (Not necessary if cash or certified check is with bid) KNOW ALL MEN BY THESE PRESENTS: THAT WE as principal, and as surety, are held and #irmly bound unto the City of Bakersfield, a body politic and co orate of the State of rp California, in the sum of dollars $ to be aid ~ p to said City, for which payments, well and truly to be made; we bind ourselves, our heirs, executors and adrninistrators,successors orassigns, jointly and severail b these resents. YY p THE CONDITION OF THIS OBLIGATION IS SUCH: That if the certain proposal, hereunto annexed, to construct in the City of Bakersfield as referred to in the NOTICE TO CONTRACTORS attached hereto, is acce ted b the Council of said Ci p Y #Y and if the above bounden principal, heirs, executors, administrators, successors and assi ns shall dul . 9~ y enter into and execute a contract, to construct said improvements aforementioned ~ and shall execute n ad deliver the two bonds required by law, within ten days (not including Sunday) from the date of a notice to the above bounden principal, that said contract is ready for execution, then this obli ation shall becom g e null and void, o#herwise it shall be and remain in fuN force and effect. IN WITNESS WHEREOF, we have hereunto set out hands and seals this da of Y 20_. ~ . ________(Seal~ (Seal) (Seal) Page i of 2 D-5 ~ .  STATE OF CALIFORNIA ) ss. COUNTY OF ) On before me, . Date personally appeared Personally known to me Proved to me on the basis of satisfactory evidence to be the person s whose names is/are subscribed to the within ins#rument and acknowledged to methat he/shelthey executed the same in hislher/their authorized capacity(ies), and that by his/herltheir signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. .Signature of Notary _____.~._---..~______________..~___4PTIONAL=-=---_____-..~.-_-____ ___________w.____________________ _ __-_-____-______~w~r~r _____~.~i~ Though the data below is not required bylaw, it may prove valuable to persons re( in on the document and Yg could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED D OCUMENT INDIVIDUAL ❑ CORP ORATE OFFICER Title or Type of Document Title(s) ❑ PARTNERS ❑LIMITED ❑ GENERAL Number, of Pages ❑ ATTORNEY•IN-FAT C ❑ TRUSTEES ❑ GuAR DIAN/CONSERVATOR OTHER. Date of Document SIGNER IS REPRESENTING: ~ NAME OF PERSON(S) OR ENTITY(ES) Signer(s) Other than Named above ~Page2of2` . D-6 CERTIFICATE OF ASSURANCE WITH REGARD TO PARTICIPATION B Y DISADVANTAGED BUSINESSES IN SUBCONTRACTING (Complete and submit wi#h Proposal) , Traffic Signal and Lighting System Installation on Hageman Road at Verdu o Lane 9 POLICY. It is the policy of the City of Bakersfield that disadvanta ed businesse ' 26 shall have the g s (as defined m 49 CFR Part maximum opportunity to participate in the performance of ro'ects financed in whole or in pJ part with Federal funds. The disadvantaged businesses requirements of 49 CFR Part 26 a I to this agreement and the work to be erformed ursuant to thi pp y p p s agreement. OBLIGATION. The Contractor agrees to ensure that disadvantaged businesses as defined in 49 26 shall h v ~ • • t CFR Part a e the maximum oppor#un~ty to participa#e in the performance of subcontracts for work financ ~n whole or in art with the Federal funds r ~ ed p p ovided pursuant to this agreemen#. In this regard, the Contractor - shall take all necessary and reasonable steps in accordance with 49 CFR Part 26 to ensure tha# disadvantaged businesses have the maximum opportunity to compete for and erform subcontract work. Additional) , Contractor a rees not to dis r' p Y g c iminate on the base of race, color, national origin, or sex in the award and performance of subcontracts for work financed, in whole or in part, with the Federal funds provided pursuant to this agreement. CERTIFICAT__ ION, The Contractor certifies that: In accordance with the above described policy and obligation and the DBE provisions of the s ecial provisions of this contract, the Contractor has taken affi p rmative actions to seek out and consider disadvantaged businesses for the portions of the work which are intended to be subcontracted and #hat such affirmative actions are fully documented in Contractor's records and are available u on re uest. In addition, Contractor will take such affirmative action on p • q any future subcontracting relating to this contract. Dated Contractor's Signature: Printed Name: Company Name: n-7  (THE BIDDER'S EXECUTION ON THE SIGNATURE PORTION OF THIS PROP CONSTITUTE AN E OSAL SHALL ALSO NDORSEMENT AND EXECUTION OF THOSE CERTIFICATIONS WHICH ARE A PART OF THIS PROPOSAL) EQUAL EMPLOYMENT OPPQRTUNITY CERT IFICATION The bidder ~ ro osed subcontractor . • ' p p ,hereby certifies that he has , has not participated in a previous contract or subcon#ract su ' bject #o the equal opportunity clauses, as required by Executive Orders 10925,111 ~ 4, or 11246, and that, where re uired he has filed with the Joint Reportin Committee the Director q ' g of the Office of Federal Contract Compliance, a Federal Government contracting or adminis#ering agency, or the former President's Committee on E ual Employment Opportune , ale re orts due under the q tY p applicable filling requirements. Note: The above certification is required by the Equal Em to ment O ortuni Re I ' Secre p Y pp tY gu ations of the tary of Labor (41 CFR 60-1.7(b) (1 and must be submitted by bidders and proposed subcontractors only in connection wi#h contracts and subcontracts which are subject #o the a ual q opportunity clause. Contracts and subcontracts which are exemp# from the equal opportunit clause are set forth in 41 CFR 60-1.5. Y (Generally~only contracts or subcontracts of $10,000 or under are exempt.) Currently, Standard Form 100 (EEO-1 } is the onl re ort re uired b the Exe ' Y p q y cutive Orders or their implementing regulations. Proposed prime contractors and subcontractors who have artici ated in a revious con r p p p t act or subcontract subject to the Executive Orders and have nat filed the~required reports should note that 41 CFR 60-1.7(b) (1) prevents the award of contracts and subcontracts unless such contractor submits a .'report covering the delinquent period or such other period specified b the Federal Hi hwa Adminis#ration orb the Direc ~ Y g Y y tor, Office of Federal Contract Compliance, U.S. Department of .Labor. D-S Noncollusion Affidavit (Title 23 Uni#ed States Code Section 112 and Public Contract Code Section 7106) To the CITY of BAKERSFIELD DEPARTMENT 4F PUBLIC WORKS In conformance with Title 23 United Sta#es Code Section i 12 and Public Contract Code 7106 the bidder declares that the bid is not made in the interest of, or on behalf of, any undisclosed erson, artnershi p p p, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to ut in a sham p bid, or that anyone shall ref rain from bidding; that the bidder has not in any manner, directly or indirect) ,sou ht Y g by agreement, communication, or con#erence wi#h anyone to fix the bid price of the bidder or any other bidder, or to fix any 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 of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data rela#ive thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, or anization, g bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Note: The above Noncollusion Affidavi# is part of the Proposal. Signing this Proposal.on the signature portion thereof shall also constitute signature of this Noncollusion Affidavit. Bidders are cautioned that making a false certification may subject the certified to criminal prosecution. D-9 .,n.'% DEBARMENTAND SUSPE NSIaN CERTfFlCATI~JN TITLE 49, CODE OF FEDERAL REGULATIONS, PART 29 The bidder, under penalty of perjury, certifies that, except as noted below, he/she or an other erson associated Y p .therewith in the capacity of owner, partner, director, officer, mans er: 9 • is not currently under suspension, debarment, voluntary exclusion, or determination of ineli ibili b an Federal a enc ~ ~ g ~ Y Y g y, • has not been suspended, debarred, voluntarily excluded ordetermined ineligible by any Federal a enc within the ast 3 ears; g Y p Y • does not have a proposed debarment pending; and has not been indicted, convicted, or had a civil judgement rendered a ainst it b a court of com e g y p tent jurisdiction in any matter involving fraud or official misconduct within the past 3 years. If there are any exceptions to this certification, insert the exce tions in~the followin s ace. p 9p Exceptions will not necessarily result in denial of .award, but will be considered in determinin bi g dder responsibility. For any exception noted above, indicate below to whom it applies, initiatin a enc ,and dates . 9 9 Y of action. Notes: Providing false informa#ion may result in criminal prosecution. or administrative sanctions. :The above certification is part of the. Proposal. Signing this Proposal on the signature portion thereof shall also cons#itute signature of this Certification. D-10 NONLQBBYING CERTIFI CATION FOR FEDERAL-AID CONTRACTS The prospective participant certifies, b si nin and. subm' ' knowled e a y g g fitting this bid or proposal, to the best of his or her g nd belief, that: (I} No Federal appropriated funds ~ have been paid or will be aid b or on undersi ned to an ers p ~ Y .behalf of the g y p on for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Con ress or an employee of a Member of Con ress in connecti ~ g ' g on with the awarding of any Federal contract, the making of any Federal gran#, the makin of an Federal loan ' . 9 Y ,the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. (2} If any funds other than Federal appropriated funds have been aid or will be aid to an for influencin or attem tin to ' p p y person 9 p g influence an officer or employee of any Federal agency, a Member of Congress,. an officer or employee of Congress, or an em to ee of a Member of Congress ~n connection with this Federal p Y contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure of Lobb in Activities " in conformance with its instructions. ~ Y g ' .This certification is'a material representation of fact u on whic • made ~ , • p • . h reliance was placed when this transaction was or entered into. Submission of this certification is a prerequisite for makin or enterin into this #ransaction imposed by Section 1352 Title 31 U.S. o g g C de. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than 1 • $ 00,000 for each such #aiiure. The prospective participant also agrees by submittin his or her bid or ro os I • the Ian ua a of this ' ' ~ g p p a that he or she shall require that g g . certification be included m ail lower tier subcontracts, which exceed $100,000 and that all such subrecipients shall certify and disclose accordingiy. D-11 DISCLOSURE OF LOBBYING A TI C V'ITI ~S COMPLETE THIS FORM TO DISCLOSE LOBBYING ACTIVITIES PURSUANT TO 31 U.S.C. 1352 1. Type of Federal Action: 2. Status of Federal Action: 3. Report Type: . a. contract ~ a. bid/offer/application a. initial b. grant b. initial award. b. material change c. cooperative agreement c. post-award d. loan For Material Change. Only: e. loan guarantee . year..___~__-quarter f. loan insurance date of last report 4. Name and Address of Reporting Entity 5. If Reporting Entity in No. 4 is Subawardee, Prime ❑Subawardee Enter Name and Address of Prime: Tier , if known Con ressional District if known: Con ~ressional District if known: 6. Federal Department/Agency: 7. Federal Program NamelDescription: CFDA Number,~if applicable 8. Federal Action Number, if known: 9. Award Amount, if known: 10. a. Name and Address of Lobby Entity b. Individuals Performing Services {including {If individual, last name, first name, Mi) address if different from No.10a) . (last name, first name, Ml) (attach Continuation Sheet(s) if necessary) 11. Amount of Payment (check aN that i 3. Type of Payment (check all that applY~ ~ apply) actual 0 planned a. retainer b. one-time fee 12. Form of Payment (check all that apply): c. commission a. cash d. contingent fee b. in-kind; specify: nature a deferred i value ~ f. other, specify 14. Brief Description of Services Performed or to be performed and Date(s) of Service, including . . off. icer(s), employee(s), or member(s) contacted,'#or Payment Indicated in ttem 11: (attach Continuation Sheet(s) if necessary) 15. Continuation Sheet(s~ attached: Yes ~ a ~No ~ 6, Information requested through this form is authorized by Title 31 Signature: U.S.C. Section 1352. This disclosure of lobbying reliance was placed by the tier above when his transaction was made or entered into. This disclosure is required pursuant to 31 U.S.C. 1352. This Print Name: information wiN be reported to Congress semiannually and will be available for public inspection. Any person who fails to file the Title: required disclosure shall be subject to a civil penalty of not less than $i 0,000 and not more than $100,000 for each such failure. Telephone No.: Date: Au#horized for Local Reproduction Federal Use Onl : ~ Standard Form -LLL Standard Form LLL Rev. 09-12.97 D-12 IN51 iiUt; i IVNS i-VH LVMI'L~IiVN VF SF-LLL, DISCLOSURE OF LOBBYING ACTIVITIES This disclosure form shall be completed by the reporting entity, whether subawardee or prime Federal recipient, a# the Initiation or receipt of covered Federal action or a material change to previous filing pursuant to title 31 U.S.C. section 1352. The filing of a form is required for such payment or agreement to make payment to lobbying entity for influencing or attempting to Influence an officer or employee of any agency, a Member of Congress an officer or employee of Congress or an employee of a Member of Congress in connection with a covered Federal action. Attach a continuation sheet for additional information if the space on the form is inadequate. Complete all items that apply for. both the initial filing and material change report. Refer to the implementing guidance published by the Office of Management and Budget for additional information. 1. Identify the type of covered Federal action for which lobbying activity isand/or has been secured to influence, the outcome of a covered Federal action. 2. Identify the status of the covered Federal action. 3. Identify the appropria#e classification of this report. If this is a follow-up report caused by a material change to the information previously reported, enter the year and quarter in which the change occurred.. Enter the date of the last, previously submitted report by this reporting entity for this covered Federal action. 4. Enter the full name, address, city, state and zip code of the reporting entity. Include Congressional District if known. Check the appropriate classification of the reporting entity that designates if it is or expects to be a prime or subaward recipient. Identify the tier of the subawardee, e.g., the first subawardee of the prime is the first tier. Subawards include but are not limited to subcontracts, subgrants and contract awards under grants. 5. If the organization #iling the report in Item 4 checks "subawardee" then enter the full name, address, city, state and zip code of the prime Federal recipient. Include Congressional District, if known. 6. Enter the name of the Federal agency making the award or loan commitment. include at least one organization level below agency name, if known. For example, Department of Transportation, United States Coast Guard. • ~ 7. Enter the Federal program name or description for the covered Federal action (item 1). If known, enter the full Catalog of Federal Domestic Assistance (CFDA) number for grants, cooperative agreements, loans and loan commitments. 8. Enterthe mostappropriate Federal identifying numberavailableforthe Federal action identification in item. 1 (e.g., Request for Proposal (RFP) number, Invitation for Bid (IFB) number, grant announcement number,. the contract grant. or loan award number, the application/proposal control number assigned by the Federal agency). Include prefixes, e.g., "RFP-DE-90-001.N 9. For a covered Federal action where there has been an award or loan commitment by the Federal agency, enter the Federal amount of the award/ioan commitments for the prime entity identified in item 4 or 5. 10. (a) Enter the full name, address, city, state and zip code of the lobbying entity engaged by the .reporting entity identified in item 4 to influenced the covered Federal action. {b~ Enterthe full names of the individual(s) performing services and include full address if differen# from 10 (a). Enter Last • Name Initial (MI). . . 11. Enter the amount of compensation paid or reasonably expected to be paid by the reporting entity (item 4) to the lobbying entity (item 10). Indicate whether the paymen# has been made (actual) or will be made {planned). Check all boxes that. apply. If #his is a material change report, enter the cumulative amount of payment made or planned to be made. 12. Check the appropriate box{es). Check all boxes that apply. If payment is made through an in-kind contribution, specify the nature and value ofthe In-kind payment. 13. Check the appropriate box(es). Check all boxes that apply. If other, specify nature. 14. Provide a specific and detailed description of the services that the lobbyist has performed or will be expected to perform and the date{s) of any services rendered. Include ail preparatory and related activity not just time spent in actual contact with Federal officials. Identify the Federal officer(s) or employee(s) contacted or the officer(s) employee(s) or Member{s) of Congress that were contacted. 15. Check whether or not a continuation sheets} is attached. 16. The certifying official shall. sign and date the form, print his/her name title and telephone number. Public reporting burden for this collection of information is estimated to average 30 minu#es per response, including time for reviewing instruction, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding the burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden, to the Office of Management and Budget, Paperwork Reduction Project (0348-0046), Washington, D.C. 20503. • SF-LLL-Instructions Rev. 06.04.90«ENDIF~ D•13 LOCAL AGENCY BIDDER -DBE - INFORMATlON~ This information may be submitted with your bid proposal. If it is not, and you are the apparent low bidder or the second or third low bidder, it must be submitted and received.as specified in Section 2 of the Special Provisions. Failure to submit the required DBE information will be grounds. for finding the proposal nonresponsive. CITY OF BAKERSFIELD PROJECT NAME: CO.-RTE: K.P.: CONTRACT NO.: BID AMOUNT: $ BID OPENING DATE: BIDDER'S NAME: DBE GOAL FROM CONTRACT: DBE PRIME CONTRACTOR CERTIFICATION':.. . CONTRACT ITEM OF WORK AND DESCRIPTION OF DBE CERT. NAME OF DBEs DOLLAR AMOUNT ITEM N0. SERVICES TO BE SUBCONTRACTED OR N0. {Must be certified on the date bids are DBE3 MATERIALS TO BE PROVIDED opened -include OBE address and phone number) IMPORTANT: Identifyr all DBE firms being claimed for credit, regardless of tier. Copies of the DBE quotes are required. Names of the First Tier DBE ~ Total Claimed Participation $ Subcontractors and their respective items(s) of work listed above shall be consistent, where applicable, with the names and items of work in the "List of o~ Subcontractors" submitted with your bid pursuant to the Subcontractors .Listing Law and Section 2 of the Special Provisions. i. DBE prime contractors shall enter their DBE certifica#ion number. DB Signature of Bidder prime contractors shall indicate all work to be performed by DBEs including work performed by its own forces. 2. If 100% of item is not to be performed or furnished, by DBE, describe Date (Area Code) Tel. No. exact portion of item to be performed.or furnished by DBE. 3. See the Disadvantaged Business Enterprise section of Section 2 of th Person to Contact Please Type or Print) Special Provisions to determine the credit allowed for DBE firms. CT Bidder -OBE Information (Rev 09.28.99) . D-14 QBE INFORMATION -GOOD. FAITH EF~ORT~ City of Bakersfield Project Name: Federal-aid Project Number: Bid Opening Date: Bidder Name: The City of Bakersfield established a Disadvantaged Business Enterprise (DBE) goal of for this project. The above named bidder certifies tha# information provided herein shows that adequate good faith. efforts were made. q. The names and dates of each publication in which a request for DBE participation for this project was laced p by the bidder (please attach copies of advertisements or proofs of publication): Publications Date of Advertisement r. The names and .dates of written notices sent to certified DBEs soliciting bids for this project and. the dates and methods used for following up initial solicitations to determine with certainty whether the DBEs were interested (please attach copies of solicitations, telephone records, fax confirmations, etc.): _:.~~r Names of DBEs Solicited Date o_ itial Solicitation Follow Up Methods and dates s. The items of work which the bidder made available to DBE firms, including,~where appropriate, any breaking down of the contract work items (including those items normally performed by the bidder with its won forces) into economically feasible units to facilitate DBE participation: 1t is the bidder's responsibility to demonstrate that sufficient work to facilitate DBE participation was bade available to DBE firms. Items of Work Breakdown of Items t. The names, addresses and phone numbers of rejected DBE firms, the reasons for the bidder's rejection of the DBEs, and the firms selected for that work (please attach copies of quotes from the firms involved): Names, addresses and phone numbers of rejec d DBEs and the r,_ easons for the bidder's rejection of the DBEs Good Faith E#fort Page 1 of 2 Names,. addresses and phone numbers of firms selected for the work above: D-~ 5 u. Efforts made #o assist interested DBEs in obtaining bondin ,lines of credit or insurance n ' assistance or in g , a d any technical f ormation related to the plans, specifications and requirements forthe work which was provided to DBEs: v. Efforts made to assist interested DBEs in obtaining necessary equipment, supplies, materials, or related assistance or services, excluding supplies and equipment the DBE subcontractor urchases or leases from p the prune contractor or its affiliate: . w. The names of agencies, organizations or groups contacted to rovde assistance in conractin ' ' usin DBE firms ~ p ~ g, recruiting and g (please attach copies of requests to agencies and any responses received, i.e., lists, Internet page download, etc.: ~ ~ . . Name of Aaency/Organization Method & Date of Contract Results x. Any additional data to support a demonstration of good faith efforts use additional sheets if necessa ( ry~ . Signature of .bidder: Good Faith Effort Page 2 of 2 D-16 PART E AGREEMENT NO. SAMPLE CONSTRUCTION PROJECTS AGREEMENT THIS AGREEMENT is made and entered into on ~ , by and between the CITY OF BAKERSFIELD, a municipal corporation, ("CITY" herein} and (a California Corporation, Hawaii Corporation, Delaware Corporation, Individual, etc.) ("CONTRACTOR" herein). ~3 RECITALS WHEREAS, CONTRACTOR represents CONTRACTOR is experienced and well qualified in the field of construction; and WHEREAS, CONTRACTOR has conducted a thorough~site inspection; and WHEREAS, CITY desires to employ CONTRACTOR to (uProjec#" herein), as set forth herein. NOW, THEREFORE, incorporating the foregoing recitals herein, CITY and CONTRACTOR mutually agree as follows: f 28. SCOPE OF WORK. The scope of work to be performed consists, in general, of ("Project" herein . The scope of work shall include all i#ems and procedures necessary to properly complete the task CONTRACTOR has been hired to perform, whether specifically included in the scope of work or not. CITY and CONTRACTOR agree all communications relating tothis Agreemen#-must be in writing. CONTRACTOR understands and agrees that the CITY is an urban area and underground obstructions including, without limitation, water lines, electrical lines, sewer lines, and gas lines are inherent in any work involving, subsurface excavation. At a minimum, CONTRACTOR must contact appropriate underground alert authorities before starting any subsurface work. . 28.1 The following shall be deemed to be part of #his Agreement as if fully set forth herein: 28.1.1 Notice to Contractors 28.1,2 S ecial Provisions p 28.1.3 Bid Proposal 28.1.4 Bidder's Bond 28.1.5 Performance Bond 28.1.6 Material and Labor Bond 28.1.7 Letters of transmittal, if any 28.1.8 Ail provisions required by law to be inserted in this contract whether actually inserted or not. 28.1.9 Current State of California DAS 140 Form (if required by Specifications) 28.1.10 Drawings, if any. 28.1.11 Public Contract Code § 22300 (Escrow Accounts). 1.1.12 Required Contract Provisions -Federal Aid Construction Contracts (Form FHWA 1273) CONTRACTOR acknowledges that CITY is receiving federal-aid for the construction of a portion of this project. CONTRACTOR agrees to physically incorporate ail federally required contract provisions, including form FHWA-1273, in his. various subcontracts and purchase orders #or the federally funded portions of this project. CONTRACTOR acknowledges that failure to incorporate form FHWA-1273 into those subcontracts and purchase orders will jeopardize C1TY's eligibility forfederal-aid funding. In the event of noncompliance in regards to this requirement, CONTRACTOR will be required to correct the noncompliance. CITY will withhold payment for subcontracted work involved with the noncompliance from progress payments due, or to become due, until correction is made. Failure to comply may result in termination of the contract." E-1 12.1 Automobile liability insurance, providing coverage on an occurrence basis for bodily injury, including death, of one or more persons, property damage and personal injury, with limits of not less than One Million Dollars x$1,000,000) per occurrence; and the policy shall: 12.1.1 Provide coverage for owned, non-owned and hired autos. 12.1.2 Contain an additional insured endorsement in favor of the CITY, its mayor, council, officers, agents and employees. 12.2 Broad form commercial general liability insurance, ISO form CG00 01 11 85 or 88 providing coverage on an occurrence basis for bodily injury, including death, of one or more persons, property damage and .personal injury, with limits of not less than One Million Dollars ($1,000,000) per occurrence; and the policy shall: 12.2.1 Provide contractual liability coverage for the terms of this Agreement. 12.2.2 Contain an additional insured endorsement in favor of the CITY, its mayor, council, officers, agents, employees and volunteers. 12.3 Workers' compensation insurance with statutory limits anal employer's liability insurance with limits of not less than One Million Dollars ($1,000,000) per accident; and the policy shall contain a waiver of subrogation and additional insured endorsement in favor of the CITY, its mayor, council, officers, agents, employees and volunteers. 12.4 AI! policies required of the CONTRACTOR shall be primary .insurance as to the CITY, its mayor, council, officers, agents, employees, or designated volunteers and any insurance orself-insurance maintained by the CITY, its mayor, council, officers, agents, employees, and designated volunteers, shat! be excess of the CONTRACTOR's insurance and shall not contribute wi#h it. Additional insured endorsement shall use ISO form CG20 101185 (in no event with an edition date later than 1990}. 12.5 Except for workers' compensation, insurance is to be placed with insurers with a Bests' rating of no less than A:VII. Any deductibles, self-insured retentions or insurance in lesser amounts, or lack of certain types of insurance otherwise required by this Agreement, or insurance rated below Bests' A:VII, must be declared prior to execution of this Agreement and approved by the CITY in writing. 12.6 All policies shall contain an endorsement providing the CITY with thirty (30) days written notice of cancellation or material change in policy language or terms. All policies shall provide that there shall be continuing liability thereon, notwithstanding any recovery on any policy.. Copies of policies shall be delivered to CITY on demand. 12.1 The insurance required hereunder shall be maintained until all work required to be performed by this Agreement is satisfactorily completed as evidenced by written acceptance by the CITY. 12.8 ~ The CONTRACTOR shall furnish the City Risk Manager with a certificate of insurance and required endorsements evidencing the insurance and bonds required. The~CITY maywithdraw its offer of contract if certificates of insurance and endorsements and bonds required have -not been provided as required by the .Special Provisions. 12.9 Full compensation for all premiums which the CONTRACTOR is required to pay on all the insurance described herein shall be considered as included in the prices paid #or the various items of work to be performed under the Agreement, and no additional allowance will be made therefor or for additional premiums which maybe required by extensions of the policies of insurance. 12.10 It is further understood and agreed by the CONTRACTOR that its liability to the CITY shall not in any way be limited to or affected by the amount of insurance obtained and carried by the CONTRACTOR in connection with this Agreement. 12.11 Unless otherwise approved by the CITY, if any part of the work under this Agreement is subcontracted, the "basic insurance requirements" set forth above shall. be provided by, or on behalf of, all subcontractors even if the CITY has approved lesser insurance requirements for CONTRACTOR. 12.12 CONTRACTOR shall provide performance, laborand material bonds in amounts and in aform suitable to the CITY. CITY shall approve in writing all such security .instruments prior to the commencement of work on the Project. E-3 13. INDEMNITY. CONTRACTOR shall indemnify, defend, and hold harmless CITY, its officers, agents and employees against any and all liability, claims, actions, causes of action or demands whatsoever against them, or any of them, before administrative or judicial tribunals of any kind whatsoever, arising out of, connected with, or caused by CONTRACTOR, CONTRACTOR's employees,. agents, independent contractors, companies, or subcontractors in the performance of, or in any way arising from, the terms and provisions of this Agreement whether or not caused in part by a party indemnified hereunder, except as limited by California Civil Code section 2182 or CITY's sole active negligence or willful misconduct. 14. TERMINATION. This Agreement may be terminated as set forth in the Special Provisions for this Project. If no termination clauses are included in the Special provision this Agreement may be terminated for CONTRACTOR default. The following circumstances shall be deemed a CONTRACTOR default: l) a material breach of the contract where CONTRACTOR tails to cure said breach within ten (10) days of notice from CITY. !f said breach cannot reasonably be cured within ten (10) days CONTRACTOR ~ must have taken significant steps to cure said breach including, without limitation, providing a written plan acceptable to CITY to cure the default and immediately commencing to cure the default; 2) violation of any law, statute, regulation, rule, ordinance, permit or order of any governmental agency by CONTRACTOR applicable to the Project and where CONTRACTOR does not cure said violation within ten (10) days of the date of the notice of violation or notice from CITY demanding a cure, whichever is earlier; 3) CONTRACTOR makes an assignment for benefit of creditors, admits an inability to pay debts, files a petition in bankruptcy or is otherwise determined bankrupt or insolven#; 4) CONTRACTOR fails to adequately respond in writing to CITY's written demand for adequate assurances. CONTRACTOR must respond to CITY'S demand for adequate assurances within ten (10) days in writing with all necessary information to assure CITYthat CONTRACTOR has the financial and other necessary resources to perform the contract without breach. All information requested by CITY shall be supplied or CONTRACTOR will be in material breach of this Agreement. 14.1 In the event of termination by CITY as set forth above, CONTRACTOR shall remain fully liable for any work not completed, liquidated damages, delays by#ollowon contractors, materials and equipment provided, designs commenced through the date of termination, and consequential damages. CONTRACTOR will immediately deliver to CITY possession of the work including all designs, engineering, project records, cost data, drawing specifications and contracts, and construction supplies and aids dedicated solelyto performing the work. CONTRACTOR shall assign all subcontracts to CITY, however, CITY may accept or reject said subcontracts at its sole discretion. i 4.2 CITY and CONTRACTOR agree that should CITY's termination for cause be determined by a court of law to be wrongful or without cause, such termination will be treated as a termination for convenience entitling CONTRACTOR to an equitable settlement #or claims and liabilities outstanding at the da#e of termination and reasonable compensation for work actually performed to the date of termination. No other compensation shall be due CONTRACTOR for termination for convenience. 15. SITE INSPECTION. CITY shall be allowed to inspect the construction site at any time and CONTRACTOR shall make all areas of the construction si#e available to inspection including, without limitation, any construction trailers or offices at the site and all plans, drawings, documents, schedules, photographs and other documentation relating to the' Project. 16. STOP NOTICES OR LIENS. CONTRACTOR shall not allow any stop notices or liens to be filed on the project, and shall pay all costs and fees to CITY, including without limitation attorney's fees, incurred, by CITY because of the filing of any such stop notice, lien or legal action relating thereto. CONTRACTOR agrees CITY may withhold from any funds held by CITY concerning the project amounts sufficient to cover costs and fees, including without limitation attorney's fees, incurred by CITY because of the filing of any stop notice, lien, or legal action relating thereto. 17. EXECUTION. This Agreement is effective upon execution. !t is the product of negotiation and all parties are equally responsible for authorship of this Agreement. Section 1654 of the California Civil Code shall not apply to the interpretation of this Agreement. 18. NOTICES, All notices relative to this Agreement shall be given in writing and shall be personally served or sent by certified or registered mail and be effective upon actual personal service or depositing in the United States mail. The parties shall be addressed as follows, or at any other address designated by notice: CITY: CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT Annex Building, 2nd Floor 1501 Truxtun Avenue E-4 Bakersfield, California 93301 {661) 326-3724 CONTRACTOR: 19. GOVERNING LAW. The laws of the State of California will govern the validity ,of this Agreement, its. interpretation and performance. Any litigation arising in any way from this Agreement shall be brought in Kern Coun#y, California. 20. ASSIGNMENT. Neither this Agreement, nor any interest in it, may be assigned or #ransferred by any party without the prior written consent of all the parties. Any such assignment will be subject to such terms and conditions as CITY may choose to impose. 21. BINDING EFFECT. The .rights and obligations of this Agreement shall inure to the benefi# of, and be binding upon, the parties to the contract and their heirs, administrators, executors, personal represents#ives, successors and assigns, and whenever the context so requires, the masculine gender includes the feminine and neuter, and the singular number includes the plural. This Agreement may be executed i~n any number of counterparts, each of which shall be considered as an original and be effective as such. 22. TITLE TO DOCUMENTS. All documents, plans, and drawings, maps, photographs, and other papers including, but not limited to, computer or electronic data), or copies thereof prepared by CONTRACTOR pursuant to the terms of this Agreement, shall, upon preparation, become the property of the CITY. 23. ACCOUNTING. RECORDS. CONTRACTOR shall maintain accurate accounting .records and other written documentation pertaining to all costs incurred in performance of #his Agreement. Such records and documents#ion shall be kept at CONTRACTORS office during the term of this Agreement, and for a period of three ~3) years from the date of the final payment hereunder, and said records shall be made available to CITY represen#atives upon request at any time during regular business hours. The term `accounting records' includes the various subcontracts and purchase orders that CONTRACTOR has issued on this project. CITY reserves the right to review any or all those documents to ensure compliance with the federal contract provisions. . 24. CORPORATE AUTHORITY. Each individual signing this Agreement on behalf of entities represen# and warrant that #hey are, respectively, duly authorized #o sign on behalf of the entities and to bind the entities fully to each and. all of the obligations set forth in this Agreement. 25. TAX NUMBERS. CONTRACTOR's Federal Tax ID Number CONTRACTOR is a corporation? Yes No (Please check one.) 26. CONTRACTOR'S LICENSE INFORMATION. License Number Expiration Date License Classification 27. NON-INTEREST. No officer or employee of the CITY shall hold any interest in this Agreement (California Government Code section 1090). IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed, the day and year first- above written. "CITY" "CONTRACTORR" F.~ ~ v CITY OF BAKERSFIELD Y• Y• HARVEY L. HALL Mayor Title: APPROVED AS TO FORM: rBART J. THILTGEN City Attorney By: Insurance: APPROVED AS TO CONTENT: PUBLIC WORKS DEPARTMENT By• RAUL M. ROJAS Public Works Director COUNTERSIGNED: .By GREGORY KLIMKO Finance Director F-F v STATE OFCALIFORNIA -DEPARTMENT OF TRANSPORTATION Page 1 of 2 SUBCONTRACTING REQUEST (Exhibit 16-B, Local Assistance Procedures Manual) DC-CEM-1201 (REV. 4/94}(OLD HC-45)CT#7541-3514-7 ~ See Instructions On Page 2 REQUEST NUMBER CONTRACTOR NAME COUNTY ROUTE BUSINESS ADDRESS CONTRACT N0. CITY/STATE ZIP CODE FEDERAL AID PROJECT N0. (From Special Provisions) CHECK IF: OF BID Categories Below) DESCRIBE WORK WHEN SUBCONTRACTOR BID ITEM ITEM LESS THAN 10Q°.6 OF WORK IS $ AMOUNT BASEO ' . (Name, Business Address, Phone) NUMBER(S) SUBBED {1) {2) (3) SUBBED ON BID $ AMOUNT Categories: 1)Specialty 2)Listed Under Fair Practices Act 3)Certified DBE/MBEIWBE/DVBE Certify That: bb. The Standard Provisions for labor set forth in the contract apply to the subcontracted work. cc. If applicable, (Federal Aid Projects only) Section 14 (Federal Requirements)of the Special Provisions have been inserted in the subcontracts and shall be incorporated in any lower-tier subcontract. Written contracts have been executed for the above noted subcontracted work. CONTRACTOR'S SIGNATURE DATE NOTE: This section is to be completed by the Resident Engineer 1. Total of bid items 2. Specially items (previously requested) $ 3. Specialty items (this request) . . $ 4. Total {lines 2+3) $ 5. Contractor must perform with own forces (lines 1 minus 4) x % $ 6. bid items previously subcontracted $ 7. Bid items subcontracted (this request) $ 8. Total {lines 6+7) $ . 9. Balance of work Contractor to perform (lines 1 minus 8) $ $ RESIDENT ENGINEER'S SIGNATURE DATE CEM-1201 (HC-46 REV. 4/94) COPY DISTRIBUTION: 1.Original -Contractor 2. Copy -local agency Resident Engineer • 3. Copy -local agency Labor Compliance Officer 4. Contractor's Information Copy ~.7 v ~ t STATE OFCALIFORNIA -DEPARTMENT OF TRANSPORTATION Page 2 of 2 SUBCONTRACTING REQUEST (Exhibit 16-B, Local Assistance Procedures Manual) INSTRUCTIONS FOR COMPLETING SUBCONTRACTING REQUEST FORM All First-tier subcontractors must be included on a subcontracting request. ,Submit in accordance with Section 8-1.01 of the Standard Specifications. Type or print requested information. Information copy is to be retained by the contractor. Submit other copies to project's Resident Engineer. After approval, the original will be returned to the contractor. When an entire item is subcontracted, the value to be shown is the contractor's bid price. When a portion of an item is subcontracted, describe the portion, and show the % of bid item and value. THIS FARM IS NOT TO BE USED FOR SUBSTITUTIONS. Prior to submittal of a DC-CEM-1201 involving a replacement Subcontractor, submit a separate written request for approval to substitute a listed subcontractor. Section 4107 of the Government Code covers the: conditions for substitution. Submit a separate written request #or approval of any DBEIMBEIvUBE/DVBE substitution. Include appropriate backup information and state what efforts were made to accomplish the same dollar value of work by other certified DBE/MBEIWBE/DVBEs. ;NOTE: For contractors who will be performing work on railroad property, it is necessary for the contractor to complete and submitthe Certificate of Insurance (State Form DH-OS-A10A) naming the subcontractoras insured. No work shall be allowed which involves encroachment on railroad property until the specified insurance has been approved. E-8 FAITHFUL PERFORMANCE BOND A KNOW~ALL MEN BY THESE PRESENTS, THAT, WHEREAS, THE CITY OF BAKERSFIELD, County of Kern, Sta#e of California, a municipal corporation, hereinafter designated the "owner," has on Date of Award , 2000, awarded to Name of Contractor , a organized and doing business under and . by virtue of the laws of the State of California, hereinafter designated as the "Principal," a contract for Traffic Signal and Lighting System Installation on Hageman Road at Verdugo Lane WHEREAS, said Principal is required under the terms of said contract; and NOW, THEREFORE, WE, the Principal, and Leave Blank for Bondina Company , as Surety, are held and firmly bound unto the Owner in the sum of 100% of Amount Awarded at Council Meeting Dollars ),lawful money of the United Sta#es, for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors, administrators, and successors, join#ly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, tha# if the above mentioned Principal, his or its heirs, executors, administrators, successors, or assigns, shall in all things stand to and abide by, and well and truly keep and faithfully perform the covenants, conditions, and agreements in the said contract and any al#erations made as therein provided, on his or their part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless, the Owner, its officers and agents as therein stipulated, then this obligation shall become null and void; otherwise it shall be and remain in full force and virtue and Principal and Surety, in the event suit is brought on this bond, will pay to the Owner such reasonable attorney's fees as shall be fixed by the court. As a condition precedent to the satisfactory completion of the said contract, the above obligation in the said amount shall hold good fora .period of one (1) year after the completion and acceptance of the said work, during which time if the above mentioned Principal, his or its heirs, executors, administrators, successors, or assigns shall fail to make #ull, complete, and satisfactory repair and replacements or totally protect the said Owner from loss of damage made evident during said .period of one (1) year from the date of acceptance of said work, and resulting from or caused by defective materials and/or faulty workmanship in the prosecution of the workdone, the above obligation in the said amount shall remain in full force and effect. However, anything in this paragraph to the contract notwithstanding, the obligation of the Surety hereunder shall continue so long as any obligation of the Principal remains. And the said surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shall, in any way, affect its obligations on this bond, and it does hereby waive notice of any such change, extension. of time, alteration, or addition to the terms of the contract or to the work or to the specifications. Said Sure#y hereby waives the provisions of Sections 2819 and 2845 of the Civil Code of the State of California. As a part of the obligation secured hereby and in addition to the amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by the Owner in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. IN WITNESS WHEREOF, the above mentioned parties have executed this instrument under #heir seals #his day of , 20 ,the name and corporate seal of each corporate party being hereto affixed and - these presents duly signed by its undersigned representative, pursuant to authority of its governing body. (Seal) . Principal Signature for Principal, Title (Seal) Surety - Surety Address & Telephone No. Signature for Surety, Title (Attach notarization form for each required signature) E-9 . .MATERIAL LABOR BOND KNOW ALL MEN BY THESE PRESENTS, THAT, W~IEREAS, THE CITY OF BAKERSFIELD, County of Kern, State of California, a municipal corporation, hereinafter designated the "Owner," has, on Date of Council Meetinc~_, 20 ,awarded to Name of Contractor a organized and doing business under and by virtue of the laws of the State of Cali#ornia, hereinafter designated as the "Principal," a contract for Traffic Signal and Lightin System Installation on Hageman Road at Verdugo Lane ;and ~.iWHEREAS, said Principal is required to furnish a bond in connection and with said contract, providing that if said Principal, or any of his or its subcontractors, shall fail to pay for any materials, provisions, or other supplies used in, upon, for, or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, the Surety of this bond will pay the same to the extent hereinafter set forth: NOW, THEREFORE, WE, the Principal, and Leave Blank for Bonding Company , as Surety, are held .and firmly bound unto the Owner the penal sum of One hundred percent (100%~ of the total amount payable by the terms of the contract Dollars ),lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally, firmly by #hese presents. THE CONDITION OF THIS OBLIGATION IS SUCH, that if said Principal, his or its heirs, executors, administrators, successors, or assigns, shall fail to pay for any materials, provisions, or other supplies used in, upon, for, or about the performance of the work contracted to be done, or for any work or labor thereon of any kind or for any amount due under the Unemployment Insurance Code with respect to work or labor performed under the contract, or for any amounts due, or to be withheld pursuant to Sections 18806 of the Revenue and Taxation Code of the State of . California with respect to such work or labor, as required by the provisions of Chapter III, Division V, Title I of the Government Code of the State of California, or with respect to any work or labor for which a bond is required by the provisions of Sections 3247 through 3252 of the Civil Code of the S#at~ of California, and provided that the persons, companies; or corporations so furnishing said materials, provisions, or other supplies, appliances, or power use, in, upon, for, or about the performance of the work contracted to, be execu#ed or performed, or any person who performs work or labor upon same, or any person who supplies both work and materials, thereto,. shall have complied with the .:,,provisions of said Civil Code, then said Surety will pay the same in or to an amount not exceeding. the amount `hereinabove set forth, and also will pay in case suit brought upon this bond, such reasonable attorney's fees to the Owner as shall be fixed by the court. This bond shall insure to the benefit of the Owners and any and all persons, companies, and corporations and their respective assigns entitled to file claims under applicable State law, including, but not limited to, California Civil Code Section 3181, so as to give a right of action to them or their assigns in -any suit brought upon this bond. And the said Surety, for value. received, hereby stipulates and agrees that no change, extension of time, alteration, or addition of the #erms of the contract or the work to be performed thereunder or the specifications accompanying the same shall, in any way, affect its obligations of this bond, and it does hereby waive notice of any change, extension of time, alteration; or addition to the terms of the contract or to the work or to the specifications. Said Surety hereby waives the provisions of Sections 2819 and 2845 of the Civil Code of the State of California. IN WITNESS WHEREOF, the above mentioned parties have executed this instrumen# undertheirsealsthis day of , 20 ,the name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body. (Seal) Principal Signature for Principal, Title (Seal} Surety Surety Address & Telephone No. Signature #or Surety, Title (Attach notarization form for each required signature) E-10 ESCROW AGREEMENT FOR 5 SECURITY DEPOSITS IN LIEU OF RETENTION (To be completed by the Contractor, if he elects #o substitute securities in lieu of retention} THIS ESCROW AGREEMENT is made and entered into by and between: whose address is hereinafter called "Owner"; whose address is hereinafter called "Contractor' and whose address is « ~ hereinafter called Escrow Agen# . For the ,consideration hereinafter set forth, the Owner, Contractor, and Escrow Agent agree as follows: 1.. Pursuant to Section 22300 of the Public Contract Code of the State of~ California, Contractor has the option to deposit securities with Escrow Agent as a subs#itute for retention earnings required to be withheld by Owner pursuant to the Construction Contract entered into between the Owner and Contractor for in the amount of dated (hereinafter referred to as the "Contract"). When Contrac#or deposits the securities as a substitute for Contract earnings, the Escrow Agent shall notify. the Owner within ten (10) days of the deposit. The market value of the securities at the time of the substitution shall be at least equal to the cash amount #hen required to be withheld as retention under the terms of the Contract between the Owner and Con#ractor. Securities shall be held in the name of and. shall designate the Contractor as the beneficial owner. 2. The Owner shall make progress payments to the Contractor for such funds which otherwise would be withheld from progress payments pursuant to the Contrac# provisions, provided #hat the Escrow Agent hold securities in the form and amount specified above. 3. Alternatively, the.Owner may make payments directly to Escrow Agent in the amount of retention for the benefit of the Owner until such time as the escrow created hereunder is terminated. 4. Contractor shall be responsible for paying all fees for the expenses incurred by Escrow Agent in administering the escrow account. These expenses and payment terms shall be determined by the Contractor and Escrow Agent. 5. The interest earned on the securi#ies or the money market accounts held in escrow and all interest earned on that interest shall be for the sole account of~Contractor and shall be subject #o withdrawal by Contractor at any time and ' from time to time without notice to the Owner. 6. Contractor shall have the right to withdraw all or any part of the .principal in the Escrow. Account only by written notice to Escrow Agent accompanied by written authorization from Owner to the Escrow Agent that Owner consents to the withdrawal of the amount sought to be withdrawn by Contractor. 7. The Owner shall have a right to draw upon the securities in the even# of default by the Contractor. Upon seven (7) days written notice to the Escrow Agent from the Owner~of the default, the Escrow Agent shall immediately convert the securities to cash and shall dis#ribute the cash as instructed by the Owner. E-11 8. Upon receipt of written notification from the Owner certifying #hat the Contract is final complete, and that the Contractor has complied with all requirements and procedures applicable to the Contract, Escrow Agent shall release to Contractor all securities and interest on deposit less escrow fees and charges of the Escrow Accoun#. The escrow shall be closed immedia#ely upon disbursement. of all moneys and securities on deposi# and payments of fees and charges. 9. Escrow Agent shall rely on the written notifications from the Owner and the Contractor pursuant to Sections (4) to (6), inclusive, of this agreement and the Owner and Contractor shall hold Escrow Agent harmless from Escrow Agent's release and disbursement of the securities and interest as set forth above. 10. The names of the persons who are authorized to give written notice on behat# of the Owner and on behalf of Contractor in connection with the foregoing, and exemplars of their respective signatures, are as follows: On behalf of Owner: On behalf of Contractor: Title Title Name Name Signature Signature Address Address On behalf of Escrow Agent; -Title Name Signature - Address At the time~the Escrow Account is opened, the Owner and Contractor shall deliver to the Escrow Agent a fully executed counterpart of this Agreement. 1N WITNESS WHEREOF, the parties have executed this Agreement by their proper officers on the da#e first set forth above. Owner: Contractor: Title Title Name Name Signature Signature E-12 GUARANTEE MATERIAL AND WORKMANSHIP e CITY OF BAKERSFIELD Public Works Department Annex Building, 2nd Floor 1501 Truxtun Avenue Bakersfield, California 93301 In accordance with the terms of the Contract for: awarded on ,between the City of Bakers#ield (hereinafter referred to as "City"},and the undersigned, which contract provides for , and otherfacilities and under which contract the undersigned has installed such facilities, the following guaran#ee of the said facilities is hereby made: When the project is completed and accepted, we guarantee the same to be free from imperfect workmanship and/or materials, and we agree to repair and/or replace at our own cost and expense, any and all such work, and/or materials which may prove defective in workmanship or materials within a period of one (1) year from the date of acceptance of the above named construction project, ordinary wear and~tear or neglect excepted. We also agree to repair and/or replace, at our own cost and expense, any work and/or materials that we may disturb or displace in making good such defects. Within twenty-four (24}hours after being notified in writing by the City or the City's representative, or the agent of either of them, of any defects in said work or materials, we agree to commence and prosecutewith due diligence, all work necessary to fulfill the terms of this guarantee and to complete the work within a reasonable period of time, and in the event of our failure to so comply, we collectively and expressly do hereby authorize the City and/or the City's representative, or the agent of either of them, to proceed. to have such work done at our expense and we will honor and pay the cost and charges therefor upon demand. This guarantee is made expressly for and tuns to the benefit of both the City of the above mentioned construction project and the City's representative, and shall be enforceable by either of them. Dated Contractor's Name Authorized Signature E-13 GUARANTEE EQUIPMENT CITY QF BAKERSFIELD Public works Department ' Annex Building, 2nd Floor - 1501 Truxtun Avenue Bakersfield, California 93301 ~n accordance with the terms of the Contract for: Traffic Signal and Lighting System Installation on Hageman Roadat Verduao Lane awarded on ,between the City of Bakersfield (hereinafter referred to as "City"), and the undersigned, which contract provides for ,and under which contract the undersigned has furnished and installed such system, the following guarantee of the said system is hereby made: Should any of~the equipment installed pursuant to said contract prove defective or should the system as a whole prove defective, due to faulty workmanship, material furnished, or method of installation, or should said system or any part thereof fail to operate properly, as planned, due to any of the above causes, all within one (1 }year after date on which said contract is accepted by the City, the undersigned agrees to reimburse the City, upon demand, for its expenses incurred in restoring said systems to the condition contemplated in said contract, including the cost of any equipment or materials replaced, or, upon demand by the City, to replace any such equipment and repair said systems completely without cost to the City, so that they will operate successfully as originally contemplated. The City shall have the option to make any needed repairs or replacements itself. or to have such replacements or repairs done by the undersigned. Prior to such replacement or repair work being done by the City, the undersigned shall have the option to make any needed repairs or replacements. In the event the City elects to have said work performed by the undersigned, the undersigned agrees that the repairs shall commence to be made and such materials as are necessary shall commence to be furnished and installed within twenty-four (24) hours of the date specified in :.the City's written notification. Contractor shall prosecute. with due diligence tQ complete the work within a reasonable period of time, as specified in the City's written no#ification. Contractor shall prosecute with due diligence to complete the work within a reasonable period of time, as specified in the City's written notification, Said system will be deemed defective within the .meaning of this guarantee in the event that they fail to operate as originally intended by the manufacturers thereof and in accordance with the plans and specifications included in said contract. Dated Contractor's Name a Au#horized Signature E-14 This form should be sent to the Apprenticeship Committee of the craft or trade in the area of the site of the public work. tf you have any questions as to the address of the appropriate Apprenticeship Committee, contact the nearest office of the Division of Apprenticeship Standards (DAS). Consult your PUBLIC WORKS telephone directory under California,. State of, Industrial CONTRACT AWARD INFORMATIUN Relations, far the DAS office in your area. Do not send this form to the Division of Apprenb'ceship Standords. NAME OF CONTRACTOR CONTRACTOR'S STATE LICENSE N0. CONTRACTOR'S MAILING ADDRESS NUMBER ~ SYREET, CITY, ZIP COOS AREA C4QE TEIEP}IOHE N0. NAME I} LOCATION OF PUBLIC VHORKS PROJECT GATE Of CONTRACT AWAAO GATE OF EXPECTED OR ACTUAL START OF PROJECT NAME a ADDRESS OF PUBitC AGENCY AWARDING CONTRACT E3T'IMATED NUMSER Of JOURNEYMEN HOURS APPRENTICES OCCUPATION OF APPRENTICE NUMBER TO BE EMPLOYED APPROXIMATE DATES TO.SE EMPL.OYEO . Check One Of The Boxes Below Prease Nate: Your election of options below is not to be deemed a request for t/te immediate dispatch of apprentices. Contractors must make a separate request for actual dispatch. Box ~ ~ We will request dispatch of apprentice(s) for this job . in accordance with Section 230.1 (A}, California Code of Regulations. We voluntarily choose to comply with the applicable Apprenticeship Committee Standards for tt~e duration of this job only, with regard to training apprentices and to the payment of training contributions. Box 2 We will request dispatch of a rentice~s for this 'ob in accordance with Section 230.1 A , California Code pP ~ J ( } of Regulations, but do not agree to be bound by the applicable Apprenticeship Committee Standards in training the apprentices;. instead, we agree to employ and train apprentices} in accordance with the California Apprenticeship Council regulations, including Section 230.1 of the California Code of Regulations, governing employment of apprentices on public work projects. Box 3 ~ We are already approved to train apprentices by the applicable Apprenticeship Committee and we .will employ and train under the Standards. We will request dispatch of apprentices for this job in accordance ° with Section 230.1 FA}, ~ California Code of Regulations. ~ . Box 4 We will not request the dispatch of apprentices} since apprentices are not required on this job under the provisions of California Labor Code Section 1777.5, because: . Signature Typed Name Time Date State of Californi• Oep~rtment of 1ndu:triAl Relstions OAS 140 (REV. 2~Qa~ OtY1SI4N OF APPRENTICESHIP STANDARDS i r 1