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5103
Contract Number: 5103 Vendor. SERPANOK Subject Park Avenue Improvements Department Econ Devel File Class. LEG 12 -1 Begin Date 12/14/2011 End Date 6/30/2012 Review Date 5/2/2012 Vault Date 2014 Comments* Complete 140 days after NTP; Change Order #1 3/14/12; Change Order #2 11/5/12, Change Order #3 11/14/12; Change Order #4 2/11/13 a - � sue° A Document G701 2001 Change Order PROJECT Wante and arirlravv; CHANGE ORDER NUMBER- 02 Feidc & 4th Street - rham 73so OWNER 15t 402 Pak AvaMx-- DATE- 25, 2 ARCHITECT Ili averttan, Kk TO CONTRACTOR tldame nerd arldracs) ARCHITECT'S PROJECT NUMBER CONTRACTOR cn, ]1l--. FIELD D 4519 S�t� Qrhnd Stream CONTRACT DATE OTHER D U=ra A 98466 CONTRACT FOR: The Contract. is changed as follaH s fltnr•lfrdre, i41m appik - able, mot tnnrfnpuled nntuunt ou nhittable to pt tq'iouslf eraettted Consltuction Clump Diretttl e� j ER # 2 Faft $ 3,841.55 TR # 3 E -jabx F3ctt Fa►omb $ 33,241.00 FR # 4 Mxbfy Rae i $ 1,660.80 Eft # 5 1cb )kick a $ 26,017.82 tit Al 6 ?rdaU 8 Balms $ 8.98£3 -77 FR # 7 ACU tarhrts $ 6,472.77 FIR # 8 Mxt= at OIrc1e 1 4,1811.64 FR # 9 Chit Ault 114 airs $ -9,000.00 FR # 10 Omlit New $ -3,259.00 ER # 11 Ada 0 S/Plalbem $ 5,477.21 FR # 121amp R„ t $ 2,061.13 FR # 13 Brw/Prk $ 2,201,00 PR # 16 Sack. W3LU are $ 855:92 The ongiral (Contme( Sum) (Ouanlntred Msxtmuln Pme) wati $ -- ---- -- 550,000.00 The net change by prevtouciy uulhort eed Change Ordcm S The (Contract Sutn) C(,uamill q klaxinitim Price) prior to thla Change Order tsi1¢ S 644,6.00 The (Cantrmet Sum) (Critaranteed NI.-L tmurn Pnt.0 will be (increased (decreased) (unchanged) by this Change Order to the mount of 751.01 The (Contract Sum) (Guaranteed Maximum P U). includil'a this Change Order, will be S 727,W .E The Contract Tittle will be (Incre.rsed) (deLreased) (wichnnged) by ( } d The date ofSubstnntiai Compieuatl as of the date t1f this Change Order therufarc, is A+OT'E. Ais Change Older slues not meludt changes In lhe• Cvtttr r,ct Strnb Can►rrrct 7`rtrta nt 'Crrrurrrtntaer1 ;47resi►rrwnt /'r ice 1Jtu1 have been arlt/tut t�c1 kt+ C'attstrur ltnn C/trtnr�rt+ D,r�+ Wild the t osl imel tln h ave been rt, T,--ed trprtn ty'hnth du• Onme, and Cantrwine, ur r, hrrh arse it Change Or de is elecimyl to atrperrede the Construction Chrttrl +c Direct, e NOT VALID UNTIL SIGNED BY THE ARCHITECT, CONTRACTOR ARID OWNER, E 4Itac C� amlliartm ARCHITECT (Pierre name) COflTRACTt}R (! rrni Horne) OWNER (Ftrnt name) 101 St3sart Ste, Stye. 350 4519 Stith CrVbazd Street 345 6th SttE$, Ste 600 8 { t g i r r t u t r e j ( BY (St f i t ( -.. nmv— - ? tnrJ nrrnrel fTiperl nrrnrer lb DATE uA DA CAUTION You should sign an origmi A!A Cantrsce Documant, bn which this to are r ED gl t t changes: wilt not bo obscured AIA CoeNmant G701 A - 2001 Copyright b W'S 1WT, MW and 2001 t; The Amerman fnsUtute of Am Imt All sigh rcPi rwd WA�Qjlfetr~ This AiA D*p menf is pMtectad by LLS Ctspyrig� t Gaw'arsd ItttaiststtcnIIt Ts¢atles lfttauthor4od rhproductian or disb*utlon of thts AtA*' tlo=r met, or any pmy*n of It, MAY roautt in $41a m t aMit and erfmtrM peoatdos and e+lil pra�acUtod tq iho rruautmum axmrttposzitrle under INC taw Puii tazem are pem»ttnd to reprodutwran (10) copio of this dantraont w)jtrn rented: To report cmpyrrrhi WbfaPona of AfA Cordn3cliDacuments a - rind Trrc IrrAttrte of nrcijk US legal counsel coyn0h*a1a tug IVADp CONTRACT CHANGE PRICING SHEET Project Purl & 4th Street - Phase Two Contract No 07- 01-06590 Proposal No 2 Itmoval ereomme wall to accommodate storm traullmron per City Deuriptbn ofBrentenon Ubar roe this Sheet Preva+lt Date Labor Matenal Remal E t Subcomrrtct Item RemarMcsut um Qty Urot U C I Artwmu Umt Cost Amount Umt Can I Arnnum Amount Taal Died Casts Removal of concrete wail to I accommodate storm mstallallon per City of Bremerton Foreman Supervision 300 hrs 7800 234 s 22 3400 Operator Excavation and Backfili 800 hrs 7268 581 44 S 58144 Excavator Excavation and Backfili 800 hrs 5250 42000 S 42000 Operator - Truck Driver Haul Spoils/Steel 800 hrs 6942 55536 S 55536 Dump Truck Daily Spoils and Haul OR 400 hrs 6050 24200 45000 S 69 Jack hammer and compressor breaking buried Laborer concrete structure 800 hrs 5826 46608 421 46 S 887 54 Subtotals 2 498 88 45000 421 46 S 3,37034 Indirect Costs Supervision (2% of Cost) 67 41 S 67 41 Safety (2% of Direct Labor) 4998 $ 4998 Travel Allowance Misc Supplies (3% of Direct Labor) Change Order Preparation Subtotals 4998 6741 S 11738 Subtotals Subtotals 254896 450 00 42146 6741 S 348772 Bose Rate Overhead & Profit 3,48772 1 700%1 8 244 14 Insurance /Performance/Paymenl Bond 2 95 ° fa a 11009 Total $ 3 84 195 �� 1 ' - AABERG TOOL & EQUIPMENT � ��� ����� �� �� ���2J ���0�� -'''---'-^'~' ~^~~^~�`' "^` ,�m w�� 253-372-1130 FAX 253-272-0R ETIII NO" fry DUkLER IMMLDIATELY If EQUIPMENT DOFS NOI FUNCTION PROPEkLI OR NO REPUND OR ALLOWANCES WILL BE MAL) fry ot THIS EQUIPMEN7 MUST BF RUI IJRNED ( OR A CHARGE WILL HE MADE FOR CLEANING euv"IA#61 Ivrri %Is SS wu MONDAY FRIDAY 6 3 00p* 24/7 EMERGENCY SERVICE *�^ CUS 8 RE 5 00p FOR REFUELING AND TIRE DAMAGES DRIVER NEW REMIT ADDRESS "A^E > ^~ ~°X 6978 TIME > TACOMA WA 98417 Customer = 120143 �Ih�L� ==============================Co»tzact Number =============================== - U]iIGI0AI, ZW\/DICB 0I-I56652-03 02/23/I2 � 3 CONSTRUCTION S CONSTRUCTION ��D�00� �O�8 8I ���� SOUTH VRCtPRD 8T 4519 SOUTH OR TACOMA �� g8C`A=D T8COMA WA 9B456 253 W/C ---------------------------------------------~-_-------- From F8I 02/I7/l2 OI83P Tbzu TRD O2/3]>I2 O647A -------------- ------------------- =Item 0� -----------------------------------------'-- �==========}�ate InfO=============Dnit==C�cteod'� ====[)�y=De�c��]pt�o�== == = llOO-IIl6 I CUMP J\IR l@5 CE�� DI S8l, J 2Q Ol'U8l9 2890 �B4 erz oum�er 28gA7 3A0 DO 24U OO R��ee 5~ U0 � Meter � 6 ^ �=ou� �Ig8 �u'o /d 340 OO/w 6O0 OO/28d 2l8 ~ =i /uRxx 4O O=free '7 5O0 O DU 12OO-l2I4 l OI^S ��IB 90� B8 J {�A VI-3676 3-]�7'{�l�O' u 9O O0 9O O0 R� =�e�" beri4l oumber 303676M190 O 25 OO/d gO 0O/w I80.80/2Bd I3UO'l32O 2 POINTS BREAKER AA CR 8 8O ' /cl 8 OO/ 8 00 lG OO Rates B O0 . ' w 8 OO/28d OOOl'O0O5 8 O DI8SEL QFF ROAD 5 4 95 39 6U p, -------------Becei)ptm -- ~ Sunm/���----- Ja �e Seg Metbod 8e[/pD --------- --------------8ummar�r-------- )2/23/l2 0� Cbarge *mou/�� GE 3----- �3I 46 ��S/�8�D ��� /MI% �� uu ����7\m� Due �bz� Z�vo��e �2I �� S7`B�C G���~^� 39 [ � D otai Uopazd Lbis Cootract 42l 46 27I7BI,STAX 35 8G Total _ 42l 4G / mw^,uxswrrn sm'rMro/',^c^^"x."//c` ,x^r`o^.'/ Rup`/:^~vovmnrmr"n/n 8ET8RN8D EQQIpMKNTB� x°Ammxov.cIsv^^o^PCx^n'w.*n.sx*,mo~um/�/an/'uv Ar^,_n.",m^w^Vt`.^`^mrvN` u~r* S/nN*n/«Lmumuw`^mm"^c«w�o,nW/«^rrc,w,p"/,`��rm,`� w�w`^swn*m«'«'�"'u^»^^,u JBU 02/23/l2 D647A wn�*uu,�^xu'w^o/^�,`^,u*r��"wN/*r °�~+"�'oou�*momouwq^^v"u ^unwua�'ww`^wvs uY^Lum�ow^w,'%�,u`/�rA`w^wc ~~=^^�""�'�^""`"c'nn'^,v«^` wou«Emqa^n»'»^ //�'rnea ^o. *n n/^ruxnu mv /^°,wcx-""=°"``'"°`mv»"«u*`�r"'xur w^"e"�»u^nnwo^��P�,v�w,o� R���rw'pw/*v-`�"^~~`""" "'�"*m'�m�v«�»� -_ "�^-`nV���`,�s/m^"/,`�M�n��nm=n°^���m^/��nwo.m��m=** =� � Sales Agent Date Customer ���������-' -----�� l A�B�� BACON O2/�3 ��R��0O� [O0STRO�IZO0 Con�r�cL ' uz-I5G653'01fT 2- (a) 8 LF, 12" PVC 4TH AVE @ 1.00% EX SDMH I.E=130.94, EX. 12" CPEP (E) I.E.=133.14, EX. 12" CPEP (W) I-E =133.84, EX 8" PVC (S) NEW I E = 1 34.50, 12" PVC (NW) RAISE RIM TO GRADE - ftiim CB INLET #3 -1 � + STA. 3+39-08, 9.17 LT. RIM= 135.98 I.E=133-48, 12" D.I. (E) 18 LF, 12" D.I. @ 8.22% 3+00 77 - 7t — — -t— 00 ss— ss-- SS SS SS s jS2 p� � - SD SD — ell CB INLET #4 STA. 3+39.08, 9.17' RT. RIM=136.00 . 12" PVC (S, NE) I.E=132.00, 12" D.1 (W) 26 LF, 1 2 " PVC + CU) , �� CONTRACT CHANGE PRICING SHEET Proleet Paris f 4ih stmt Phim T.n contract No 07 -01-06590 Proposal No 3 04tcription 41h Street Ekvuar Fxa and F.;. Labor rate this sliest ® Date IS Apr 12 tabor Material R.UW E m Svhemtraet Item RcmarY/0e ron Urot U C A-r Una Con Armwa Una Can Amount Amoom I Tomi Dueet Cons eeNee 4th Street Elevator Exlt and Fayade Brick Fogade Bnek to match Burwell Brick 100 Is 27,000 00 S 27,000 00 Coordination/Supervision 16 00 hrs 7800 1,24800 8200 1.31200 S 2,56000 Subtotals 1,24800 1,31200 indirect Costs 2 Supervision (2% of Cost) V . ' S {r Safety (2% of Direct Labor) 2496 S 24 96 2 j r 462 Travel Allowance b Mtsc Supplies (3% ofEhrect Labor) Change Order Preparation Subtotals 2496 J ltZ -7011 S ! 9t1 9& `V Subititals Subtotals 1,27296 131200 4777700 S .6406T" 1-7 Base Rate Overhead & PrProfit 5036196 1 7 00% S a 5J4 Z, I lnsurance/Performanceftymem Bond 2 95 °/s S — {,i8%8- q—) w Total 33,246 d 2 " -- da ELEVATOR - EAST ELEVATION y ELEVATOR - NORTH ELEVATION ELEVATOR - WEST ELEVATION • C t Ir APING REA BY OWNER o ,Q 0 m •w +om � - - -- _ - -- - i RAMP < OWN ` b NECH S HAFT LEDQ DETAIL @ CANQPY LEDGER OEM P03tER CASE 0. a f ¢ S Z a�u wm {] f Uj FINISH At 111 L mQ �l1m®W O BRICK DETAI PLAN " 7 1 0 — r—� � LEDG'�i DETAL I� CONC. PLAN DE7AQ. 0IM1 CO\TRACTCI OGF PRICE \G SIIFFT I' Pas% 6 aA Sv— Mena Tw Crxrtreca va OS -01 A53n4 prop st Par e D—ipd- lq;n Pct. itwa 1- mov 4nd- =*m I.aamr•np Mtet F4xwsri� Datrt isha t�ermal Kass! 5c rm It— ttna iS C: Anawmf Una Caa 1 9a'— I rj x. Cad Ar7rssa Arr:.ao Yccd De Cam Li ght Pole Base Footfall Moditicat{om acavator 100 hry 78 53 76 53 O?pmtor C.scativnon and DwIfili 130 hrs 69.15 I&I IN S 04 18 5 004 t8 Build 2 Sided hnrms eras CmpeYUer STrrp 1050 hrs 49 t0 71501 S 11101 lmporlCDFtia ORI 700 CY 6200 57+ S 57400 Subtotals 99776 57400 S 1 471 76 tadrrn't Cosu Supervision Iry of Coat) s 2 s 1796 Safety (?Ya of Drrocl Labor) 1796 s 1796 Travel Allowarxe Mrsc Sulrpttes (3 of Dl rem Labor) Chaapc Ovk to Prcpmnumn Sutracanls 17% s 29 S i5 41 Subtotals Subtatats 913 71 57400 S 29 S 1 50767 Rasa Rate C)vc ri=d S Profit 1 507 67 700•, s 105 54 In %uraraxlPctfonnxmuibtmsru Bond 2 95 % 47 Si1S9 Total s 166090 p SubTotal LABOR y —§U—bTolal I lk RRS Ls� �11�: L RAI • LIGHT POLE BY OTHERS - (4) 1 o 0 GALy A307 BOLT'S (3) # 4 o () # 4 LUMINAtRE # CIF o ° o ° 14 0 L4 ii 1 1 a ►! L2 #S 0 12° O.0 B W , TO BEARING 2,000 PSF L4 CtZY OF BR ERTON— CENtRR!- _ 4 1�c-p' �,,-► N �Vj '' ; INESS D19RICT DOUBLE FIXTU RE 7022 FOR iT STAN DRAWIiAiG >; TI A® �IRRE USED. �cV` Lfi y� it If II, Larry Hutchinson From- Brian Fyall Sent- Thursday, April 19, 2012 2 35 PM To. Igor VJnutsa, Larry Hutchinson Cc- Katy Alien, bled Lever Subject. revision to light pole base on Park Attachments Force main - footing modificattons pdf, ATT00052 M, Lorax Tag Bnan_ small 60 jpg, ATT00055 M Igor City has concerns about light pole base being directly under the force main running down the west side of the street. To protect the force main CDF needs to be poured below footing and surrounding pipe per attached sketch work is to be done on a time and material bases. Derek will be monitoring work on site and signing time tickets City will provide vactor truck to remove soils below footing. Work has been scheduled with Sergey to start tomorrow morning COWRACT C11AN PRICING S11EE7 ' F' -I-r Nil, tw 4th Sums FMsw r— Cont.,n '.c 'ar0•19. P-P .stria I R Add floe# Povcs mid R-Saa m Part Ammar t.a6er nee mi, i Precriter.� WsPe Dote LM Ubw Stifassi t2,rw Cmaar m'a`t- tans U C Arnx,rt t,rat C.aa Anx,une { {mt Can Atsxoatt.J Artr,�. -q Yrnal Add Srtch Pavers sod Plnnten 0n Park Ateneue Pack up and delivery of Marcr131 tlelltm Laborer and Fruit MCIS oquaprnrotland matenals 8 00 hrs 5826 46609 S 466 U8 Pict Up Truck Dasl Use 1 00 OWN 3304 3304 S 3304 Cl= stab as Pump Station Roof lnhortr !«eeavataan for Waterproofing 1 . , 00 fire 5623 69676 " Carpenter Line and Gmdc IM Planters and Pans g oo in 65 at 52702 S x t" 16 7+ lro afar lastaU Remfaring rar Plantar 1600 tors T9 76 aJ76 to lastail and Strip Foottngfi srni S 1- f:aaTPentet Wall Forms N DO h. 651A 4 ,116 32 a 04 t6y (k) s a b% 12 Cement Finishers 1 Concrete and Materials 3200 hrs 68 3 2 19592 1000 6+0 a Crateteta pour 13ar- fill and tars Compwbcrn 3200 hrs 58 1 WA 32 Labor and Mairrmis for merrtranr 1 1 660 10 trrstailWtderpra{Pfing mW waerpomofing Ihto ht JS 26 93210 loom 160000 x 2,11316 Irmall all banldrng mstenwS bt ["All Sand Bedding hand 12.00 hm Isla 644 12 :ore, •4000 s 939 t5 (11wil all bidding mm mats by Install Fabric hand 2rt0 hr3 4 ?6 11652 m oo 1400 x 16 s• Install all bedding rnasc ialx by Insudl Lkaan Rock hams! 1200 bm n,, 69912 aria =com s 930 iz I Install oil bedding mati{n}s b} Install Crrrshcd rock hand 1200 hrs 31 6 699 12 on zeoco Inmu PnyTra 3200 hrs "'A s ass tz 189fr 32 ,ate t 0�rm 1 f 116.P� Steel for Storrs landsngs and nPWcsasrP Cansutuynan Supply footings 100 h 51 t :was a zw an s r Mon Subtata Mill 6_ S 22.836.00 ladirici Cosh Super wcia (2% or Crest) Snk113 42% of tMrW Labor) 45&72 S M72 Trateri AIIow9DCr 32&24 S 326.24 MI SC. S Ord (3 of i ♦bail C O rd naRe c PrrparnLion ttan Sabtotatls 326.24 456.72 S 782.96 ,f Y CortSCxtncoiFal Cosa Sn Mom h Sabtomh 4.00 S 2U1 96 fuse flnee O%erbead & Profit ZU18.96 700% S 1653 3 zsLCO'sx � i�Qa es srC s .b6 2 pupa lu4wAvdp-jueuuo}ljdp.1urunsu' oil 1 1 2 woo t it Vel - --------- s � 6 j � 1 —# —1— tAs F1A► s j VAdA•1' 1 } �I 1 0 1 ® t 1t- NEW fii9e IN, FM SSFV 1:. m SSFM SFM 2+00 3+00 + —I— — i — 1 — l ss cn ss— ss— ss— ss— s— ss— ss— ss— LL- — I ss— Y F I T • 4- v M 2 Typ. 7h NOTE: ALL PIPING AND EQUIPMENT LOCATIONS ARE DIAGRAMMATIC IN NATURE. ALL EQUIPMENT SHALL BE LOCATED WITH OWNER'S PROPERTY AND IN LANDSCAPED AREAS. IT IS INTENDED TO HIDE ALL VALVE BOXES FROM VIEW. OWNER SHALL ULTIMATELY APPROVE ALL SPRINKLER AND VALVE LOCATIONS PRIOR TO INSTALLATION. 1/2" ABOVE GRADE d TREE GREW IN AT IRRI( 1\11 lD(Zr'Dv % e--r 06 cwrmACf CHANGE PRICING SHEET "M: Au/ S +1n su." Acme rw (7-10 %. e7 01.06340 propou3 No 0 ncxTip'1*° rm1aG a tt.d)md. LL6or —, #bh b-, Arw�uCsx oalt t 7 hd 17 rsbp 1Ytaryr y , J1 � ham rm 1 Um U C Amocea t7rer C1m AiAacd t.d+a Cwt AG.ouoc Ammao TaW itevm Corr, IOMII 8 Botlarda f Bollards Installed complete 100 ca 1 000 00 8 600 4 000 no Subtotals 8 000 00 S 900000 r Induect Costs Supervtston (rib of Cosa) 160 06 S 15000 Cafcnv(2%of I abor) Travel Allrn ancc hilso Strppirec (3% of Dfmcl Isttxl Change Qrdet PmMraimn Subtotal 16000 S 16006 Subtotals Subtotals 8 000 00 16000 S 3,16000 Base Rate Ovcrtk & Ptnftt 8,1 00 700% S 571 20 L IrmurnnrrTcr(brmwxrMsvmcnt Lionel : 954 S 257 57 Total S 898977 Vag- _. 2 o eo�� , \ g 4 I � �A t PR # 301- Add bollards at corner of Park and 4th Park Avenue Improvements - Phase II Added work as noted below 1 Add eight (8) bollards at corner of intersection per attached sketch. Bollards are to be installed in detectable warning pattern. 2 Provide pricing options on bollards as noted below. are „ elg b Fabricated steel bollard with steel cap, painted Bremerton Blue. Pipe to be Schedule 40 Height of bollard to be 36" above grade Depth of bollard to be 24 ". D I MATCH EXISTING ELEVATION 0 0 H EXISTING ELEVATION P31 P34 + ' o o P36 i � o l y P41 P4 P51 P50 P48 P49 MATCH EXISTIl o / P48 ` ELEVATION P39 P44 EP P30 PY P43 P46 ' - F �P40�� FM 3 � � P45 \ 1 27 P29 P32 4 l 0 4 +70 P77 I S P 8 \� 1/ P47 IP83 P90 P97 '6 P78 ;SD P96 P79., �- ;; SO P93 P95 P80 P86 „ P87 So P98 e� P81 P8 CH EXISTING ° � P9 � T {ON P82 P92 a P P8� i B OM OF RAM P94 r.. rn CONTRACT CHANGE PRICING SHEET • Project Park Ave Plaza Parlung Garage Contract No 2010 184 Proposal No '7T' Oesctiptton Add Concrete at Sidewalk for Eat Landings Labor rate this sheet Ptewdm Was. Gate 16.1=12 Libor Mtuenai Rental Equipment Subcontract Item RemaddDesan tion Unit U C Amount Unit Cast I Amount Unit Cost I Amount Amount Total Direct Costs Add Concrete at Sidewalk for Exit Landings Deliver Forms, Excavation, Backfiil, Grading and Laborer Compaction 1600 firs 5826 93216 1000 160 00 S 1,092 l6 Cement Finishers Concrete pour 1600 hrs 6831 1,09296 500 8000 s 1 172 96 Concrete 1200 CY 8200 98400 S 98400 Reinforcing Steel Supply Addison Supply 100 LS 25000 25000 S 25000 Carpenter Form and Pour 32 00 hrs 6910 7,17920 S 2 179 20 Subtotals 4 204 32 1,47400 1 5,67832 Indirect Costs Supervision (2% of Cost) 113 57 1 113 57 Safety (2% of Direct Labor) 8409 1 8409 Travel Allowance Mist: Supplies (3% of Direct Labor) Change Order Preparation Subtotals 8409 11357 1 19765 Consequential Costs Subtotals Subtotals 1,47400 1 5 875 97 Base Rate 1(J Overhead & Profit 5,87597 7009'i 1 1 411.32 Insurance/Performance/Payment Bond 295-1. 1 18548 Total 1 6,47277 L-v t I 1 1 p i 1 m� 1 AA la-AA, V ' ® ° 1 I 1 1 IJ a I o - m _ 1 ©,� 1 41414 anw cmm -- — ----- - -- -- vv EXTERIOR PLAN CONTRACT CHANGE PRICING SHEET Protect Park &4th Street -Phue Two Contract No 2010.194 Proposal No is Description Installatmn ur Mortar lams at Wmtc circle m requested by Own" Labor rate this Meet Prevarirn W e Date 11 tun 12 Labs Mmerml I Remal meat Subcomraa hem RemarklDescd ion oil Unit U C I ZZm Una Can I Amount I Una Cost Amount Amount Taal Direct Costs Installation of Mortar Joints at granite circle as requested by Owner Installation of Mortar Joints 300 24 00 hours 6588 1,581 12 4343 104232 S 2,62344 J Deliver Materials/ Laborer Excavation 8 00 his 5826 46609 525 42 ao 6975 55000 S 1,05808 Subtotals 2.04720 1,08432 55000 S 3 681 52 Indirect Costs Supervision (2% of Cost) 7363 1 7363 Safety (2% of Direct Labor) 4094 ll 4094 Travel Allowance M Isc Supplies (3% of Direct Labor) Change Order Preparation Subtotals 4094 7363 f 11457 Consequential Costs Subtotals Subtotals 1,08432 55000 E 3,79609 Base Rate Overhead 8 Profit 379609 1 700%1 26573 InsurancelPerformancelPayment Bond 295% i Total 1 4,18164 it FOURTH RING SEGMENTS , 0205GR40 GRIGIO SALT _ k` GRANITE, WATERJET FINISH OVER THERMAL - OR 2" WEEP HOLE - LOCATE 02025GR03 SALT AND PEPPER 24" O.C. AT LOWEST POINT SCREEN AS NECESSARY 3" GRANITE SECTION, PROVIDED & 12" CONCRETE BAND INSTALLED BY CONTRACTOR " PE ATTACHED TO SLAB SPECIFICATION�S SEAL JOINT 1/16 MIN. r � � � ni i �n IfLIAIT j PAVERS Ilrl MORTAR PER SPECIFICATIONS Li aQ h4�i4hhhhh� • r 8" CONCRETE SLAB 4" OF 3/4" - 1 1/2" 00 d- CLEAN CRUSHED GRAVEL CONSTRUCTION NOTES: COMPACTED SUBGRADE (95% C- AP 1 CONCRETE BASE MINIMUM 2% SLOPE FROM CENTERLINE TO CURB 2. INSTALL 1 1/2"0 DOWEL BAR AT CONSTRUCTION JOINTS 3. CONCRETE COMPRESSIVE STRENGTH = 3000 PSI 4. GRANITE TO BE SUPPLIED BY YELLOW MOUNTAIN STONEWORKS x (206- 932 -5696) OR APPROVED EQUAL �'t* GRANITE SECTION NOT TO SCALE +✓ CONTRACT CHANGE PRICING SHEET y Project Park & 41h Sues - Phase Two ` Contract No 2010 -184 Ptnposai No 9 Description Credit Asphalt Repmrs Labor rate this $beet (Prowl abW a 0316 29 Aug t2 Labor Matmsl Rental Eaumintent Subcontteet Uem aw Qty Unit U C I Amount Um Cost I Amount Urat Cost Amount Amount Total Duett Cous Credd Asphalt Repairs Lump Sum Bid Item Asphalt Deduct 100 LS (9,000(m) (9 000 00) S (9 00000) ` Subtotals (9 000 00) f (9,000 00) Indirect Costs Supervision (2% of Cost) Safety (2% of Direct Labor) Travel Allowance Misc Supplies (3% of Direct Labor) Change Order Preparation Subtotals Consequential Costs _ Subtotals _ Subtotals (9 000 00) 1 (9 000 00) Base Rate Overhead 8 Profit (9,00000) ( i t Insurance/Performance/Payment Bond Total f (9 000 DO) r t t f ROW 26.27' VARIES TO FACE D 25' VARIES 10.00' 10 00' OF BUILDING I VARIES ATT VARIES AWCUT (TYP) (MAX. 2%) (MAX. 2 %) VARIES VARIES J i — a SAWCUT POINT 5 • 4 EXISTING GROUND ' EXISTING ROADWAY ROADWAY SECTION 4 w � s � f t d "T a S Co PL.C) q a } { CONTRACT CHANGE PRICING SHEET Pr018CI Park A 4th Street -Phase Two Contract No 2010184 Proposal No 10 Description Credit Trees for New Trees Provtdcd by C labor rate this sheet Prcveti n Wit a Date 28 Aug 1'_ tabor Material Rental E t Subeauract m Item Rear . QtY Unit U C ArnounI unit Cost Amount UM Cost Amount Amount Total Dues Cow Credit Trees for New Trees Provided by City Lump Sum Bid Item Puget Sound Plants Deduct 100 LS 3 250 00 3 250 0o S 3,25000 Subtotals 3 250 00 It 3,25000 Indirect Costs Supervision (2% of Cost) Safety (2% of Direct Labor) Travel Allowance Misc Supplies (3% of Direct Labor) - Change O rder Preparation Subtotals Consequential Costs Subtotals Subtotals 3,25000 i 3,25000 Base Rate Overhead 8 Profit 3,25000 Insurance /Performance/Payment Bond � 11: Total 3,25000 7 IF ig CONTRACT &ANGE PRICING SHEET Protect Park & 4th Sweat - Phase Two Contract No 2010-194 Proposal No I I Description Add Curbs and Rooters 3 Locations Labor rate this sheet Prevetb 1Va a Date 29 Aug 12 Labor I Material I Rental Epuipmcnt Subcontract hem Reinark/Desmptiom, I Qty I Unit U C I Amount I Unit Cost I Amount Unit Cost I Amount Amatmt Tout Direct Costs Add Curbs and Planters 3 Locations Deliver Materials/ Laborer Excavation 26 00 hrs 5826 1 51476 1000 26000 S 1 77476 Delivery Truck OfThaulspoils 600 dally 3504 21024 $ 21024 Install Anchor bolts and Carpenter rails - 2 men 2 days 34 00 hrs 6508 223993 S 2 239 92 Concrete Materials 7 00 cy 8231 576 17 S 57617 Subtotals 3,75468 1 046 41 Y 4,80109 Indirect Costs Supervision (2% of Cost) 9602 Y 9602 Safety (2% of Direct Labor) 7509 Y 7509 Travel Allowance M1sc Supplies (3% of Direct Labor) Change Order Preparation Subtotals 7509 9602 Y 17112 Consequential Costs Subtotals Subtotals 1,04641 S 4 972 21 Base Rate Overhead & Profit 4,97221 700% 11 34805 Insurance /Performance /Payment Bond 295 Y Total Y 5.47721 \I I ■�r.►Dili■ ■■ ■■i ■■r ■ ■r ■ ■ ■ ■ ■�i ■I■ ■fir ■ ■I� ■ ■r ■ ■� :='=,.,■! 1■ t i ■■■■■■ 11■■■■■■■ f7■■■ I ■ ■���mnI ■ oil ■ ■ ■I■ ■■� ■, ^ 1 ■1��� SON IN - - -- a,. — — . �► a.• ����% i�iiiiiii ■■■.■..��►. ■ ■ ■ ■■ ■■.■. ■;<i.------ J � / mi WA� R CONTRACT CHANGE PRICING SHEET • Project Parl. & 4th Street - Phase Two Contract No 2010 -184 Proposal No 12 Description Ramp Rewstons at Burwell Labor rate this sheet r Prevailing Wo Date 28 Aug 12 Labor Material Rental E Subcontract Item RemarFJDescn twn 01y Umf I U C I Amount Unit Cost Amount Una Cost Amount Amount Total Direct Costs (tamp Revisions at Burwell Handincp Ramps Labor to Install 1 00 each 1 80000 1 800 00 $ 1 80000 Subtotals 1,800 00 $ 1,80000 Indirect Costs Supervision (2% of Cost) 3600 $ 3600 Safety (2% of Direct Labor) 3600 $ 3600 Travel Allowance Mist: Supplies (3% of Direct Labor) Change Order Preparation Subtotals 3600 3600 $ 73.00 Consequential Costs Subtotals Subtotals $ 1,87200 Base Rate Overhead & Profit 1,87200 700% $ 13104 Insurance/Performance/Payment Bond 95% Total $ 2,06213 OOV l'e'i 139 65 139 92 1 140.13 + 5 ' 140.36 V) 140.19 �' _ 140.p 140 3 140. 9 140.77 t 14035 �s 140.89 ® ss \ ` 140.92 1 63 ® ti iAn 140. 1 � WAS 141 24 39 1 141.84 40 25 � 1 -r e b t 1 � 1 i i i � E CONTRACT CHANGE PRICING SHEET Project Perk & 41h Street - Phase Two CnMt l No 2010 184 proposal No t3 13mriptlon Comas Mothrmaimm at Part and Burwell labor role IMa aheN Preva Wa Dote 29 Aug 12 L.aba h4atenal I Rmtd Submt m hen Remmk/De um 01y Umt U C Amoum I Umt Cost I Armum I Umt Cog Amount Amount Taal Dant Costs Concrete Modifications at Park and Burwell Laborer Hand Excavation 8 00 hrs 5926 46608 1000 90 00 $ 34608 Carpenter Forms 16 00 hn 6588 105408 s 1 05408 Concreie Mntenals 400 cy 8211 33924 s 32924 Subtotals 1,52016 40924 S 1,92940 indirect Costs Supervision (2% of Cos) 311.59 $ 3&59 Safety (396 of Duect labor) 3040 $ 3040 Travel Allowance Misc Supplies (3% of Direct Labor) Change Order Preparalmn Subtotals 3040 38S9 $ 68 99 Consequential Costs Subtotals Subtowls 40924 $ 1,998 39 Base Rate Overhead & Profit 1,998 39 1 700% $ 139.89 Insurance/Performance/Payment Bond 3959:0 6308 Total $ 2,201.36 NOTE DRIVEWAY DROPS ARE STA 1+39 PER CITY OF BREMERTON STD. SEE CROSSWALK ENLARGEMENT THIS DWG. 3121 SHEET FOR PAVER PATTERN CURB RAMP PER CITY OF BREMERTON STD. DWG 3111 (TYP.) MATCH EXISTING CURB AND SIDEWALK .�...•+- STA. 1+22, 36.5' LT. (APPROX.) P.C. STA. 1+21-98, 30.99' LT. 0 REMOVE AND INSTALL CROSS WALK REALIGNED WITH NEW I R -21' AMP LOCATIONS PER CITY OF BREMERTON STD. DWG. 3257 0+ 1 +00 12' o ss - -- ss STA. 1+2300 ®® " K AVE ALIGNMENT R =21' ` STA. 0 +70.00 / N: 21 1248.7686 E: 1 196826 5944 P.C. STA. 1+22.11, 31 03' RT. " SIDEWALK SHOWN HATCHED, -i -&E INST ALLED UNDER THIS CONTRACT. INSTALL RibIP;- Pte}-- -8E- HINB- P I CONTRACT CHANGE PRICING SHEET �W& Project Park Ave PLva Parkhgg Gahagr 1 %�� �—�V � � Contract No 2010.184 Proposal NO 16 Description Sock Smooth Futhsh at Extenor Watt YV Labor rate this sheet Preswlntg Wage Date 26 Am 12 Labor Matenal Rental Emnament Subcommet Item Re h°n tna k[Desen Umt U C Amoum Umt Coll Amount Umt Cost Amowu Mnwu Total Dm:et Costs Sock Smooth r umb m E#enor Wall Serpanok Labor Sack Finis 300 00 sr 200 600 00 050 15000 S 75000 Subtotals 60000 15000 t 75000 Indirect Costs Supervision (2% of Cost) 1500 f 15 QO Safety (2% of Direct Labor) 1200 1 1200 Travel Allowance Misc Supplies (3% of Direct Labor) Change Order Preparation Subtotals 1200 1500 t 2700 Consequential Costs � 4 Subtotals Subtotals 15000 f 77700 Base Rate Overhead & Profit 77700 1 7 00% 1 1 5439 insurancelPerformance/Payment Bond 1 2453 Total t 855 92� : 7 4 4 (i) ia� p er° { a r PR # 206 - Park Avenue Plaza Garage - Phase 1 Added work as noted below A At north face of garage wall abutting 41h Street, sack and patch concrete wall ZLI I QF c BOX OFFICE I -Ir _ -- �—�, I r , � R 1 L^J � l � i��' �I� � � I S7A RS '0 4 iIIIIIII 111 1111IIIIiIII IN SCOPE KI —6 CGNCR PARI(I',C 5 7 -UCTURE EE[Do, 407 IN SCOPE N '%- * j 0 o 4�s A - r ti Document G701"- 2001 Change Order - YR — OJECT' — fiven - Ite isiul addl — e& — CHANGE OR N 03-- -_ 4th SLreat - r4 11wo DATE Octdmr 17, 2D12 DINNER 12 4M Pa& AVM�- ,ARCHITECT M BreTertm, M M MALT ORIN TO s�,j ARCHiTECT'S PROJECT NUMBER FIELD 0 Sapyrk em*rmt-iin, ft r. CONTRACT DATE 4519 SaAh Shm OTHER 0 Taxim, M %466 CONTRACT FOR The Contract 1 L11,11%�d &;, rQ110%.S ffin 11fek where appilkat'le, Ifin rintriapimV amainavar(hutahk it) prevlolmlt' eue4nfal ('01wo-41i I'alt change L)" aim I IR Al 17 Pcb Fbir Ctty cbmcbm. $ 1,067.42 71W ofivAil (Conti1w, Sum) (Cjuara,"d Tvlj�,mium v' as The mm t ha avo by pic%wwMy utjtljorj/cal C),ang t)ldk:v' ---177,557.01 Ih, (('01mact sulp) (01'lrafnecd wkwn I'f tci� prior to alai Ch-owc Ordlor m $ Tlw tCanvnot Stitt) Price) Wfll be (jilcivasedl (deLrca.wd) i by this Change Ordel in the arnount of nw n�hv rcValrau Sum) Pnic), mcluding thr; ClifmLc %vill be I S 'I he Contmt Time ma ll tle i kncreu,,ed I (ducmjisvd) kunclianged ky I The dale of Substantial rompletion zL Ol'thi date 01 thi Chiuqgo Order. mcrerere, is 1 A irk I 1w ('hanv 0) jpi du&',s not im, hgt Iv, hwkga� in the Co no a49 -Sum C onauel runw tv Guaraniep, I A ka ss3i an Pt we $hw 1'dvo t'vii swot' ike'y 63 Cmm!9"fi0go Cfewkv Oheaiw inffil ike aw and ame hm e beelt q4reectapon b� &1th the as nel 00('Onfroefor, an 101tch ea ' a Changk' Olver & LcwIm"I to infIx'n, Me the comiswimn 0un? Dn"'eth'i NOTVALID UNTIL SIGNED BY TIFF ARCHITECT, CONTRACTOR AND OWNER Cat Ttal ' y cf &U1 ARCMTECT ff'(,ni ramaj CONT%UMil fFinn ija ije) OWNER lrfry nann) 01 . td r� �� 1 sbe 350 4519 -cbjth a 345 6th Stt�, M -961 A f "e� w BY (Sg�gneihft IM-11 6, f Al. DATE A/ 14 -1 CAUTiON You 0006 lagnAda miginat AIA C*i*m onv, they teva sppzars vi RM An 0 "�InAl asuisrat It.1i ClIanp --a WIll not be omcvmd AI xim*nt T - 2001 Ccpyifghj 4D 1979, *S7 2WO QM 230'by TI'* Ammimn W AuIa'lom All fip; s it-xw ,iDd W*RMNG Tt'4 r'"y pc'11a0'1 *f fi, frWj *-*,- i of x s e ivYt w a,t atM*Ai po" r Id will ho pr0*"tr'vt#d to In* MA*'nU-r ext*nc podwb"v und#r tiro low CONTRACT CHANGE PRICING SHEET Ptmjml Palk & 4th Sum - Phan Two Contraet No 2010 -184 Proposnt No 17 DmAptbm Add Fairweather Benches per City Labor rile this shed Prevadta wage Date IS Oct 12 Libor Maienal Rental Urpment subcontract Item RemakMesen non Qt Unit U C Amount Unit Cos. Amount Unit Cost I Amount I Amount Total Meet Costs Add Fairweather Benches per City Serpanok Labor and Fairweather Install Materials 95000 $ 95000 Subtotals 95000 $ 95000 Indirect Costs Supervision (245 of Cost) 1900 $ 1900 Safety (245 of Direct Labor) Travel Allowance Misc Supplies (3% of Direct Labor) Change Order Preparation Subtatals 1900 $ 1900 Consequential Costs Subtotals Subtotals $ %900 Base Rate Overhead & Profit %900 700% $ 6783 Insurance/Performance/Payment Bond 2.95% $ 3059 Total $ 1,06742 -4 'b Leader Manufacturing, Inc. INVUIGE vajrweauier�, Uri Designs`y�' Date 05/30/12 061557 1540 Leader international Dnve, Port Orchard, WA 98367 Sa emonj_____ id 1-800-635-8188 - 360-895-2626 G ta stomer 1 � - - - — FAX 360-895-1284 Term _ - — UPON RECEIPT Sold To 5560470 Ship To: SERPANOK CONSTRUCTION SERPANOK CONSTRUCTION 4519 S ORCHARD ST RE PARK PLAZA I PHASE It TACOMA, WA 98466 BREMERfON,WA Stock Code Dewiption Quantity Price Extension CLJ-ST-1 8 FT-TIGERWOOD-SM*' 1 95000 95000 -CUSI Oki BENCH WITH TIGERWOOD SLATS 2 each 2" x 6" STEEL LEGS, SURFACE MOUNT COLOR-UN BREMERTON BLUE WlUNDC-RCOAT 1 000 000 POWDER COATED BREMERTON BLUE WITH ZINC RICH UNDERCOAT THANK YOU FOR YOUR ORDERII LESS DISCOUNT 000 SUB'rOTAL T" 000 BALANCE DUE- — 950 00 =V A4 1A Document,G701 TM -2001 Change Order PROJECT (Name and adds ess) CHANGE ORDER NUMBER 04 OWNER IX FW* & 4th Street - Phase lVo DATE 402 Park Sbmet F a1r y 5, 2013 ARCHITECT ❑ BMMcbm, lid CONTRACTOR IN TO CONTRACTOR (Name and address) ARCHITECT'S PROJECT NUMBER FIELD ❑ SaWick arsUuctim, Inc' CONTRACT DATE 4519 Sa# arbard S'lxeelt OTHER ❑ Trcm, M 98466 CONTRACT FOR The Contract is changed as follows (Include, where applicable,' any 'undisputed amount attributable to previously executed Construction Change Directives ) PR #16 — Rwp�at Bake11 " $ 3,800.00 PR # 20 — G3bes, RA 1M, -aryl IalASMpug $ 12,491.47 PR # 21 E bend Sbmn barn at Bzkell $ 1,139.12 The original (Contract Sum) (Guaranteed Maximum Price) was $ 5 The net change by previously authorized Change Orders $ 178,624.43 The (Contract Sum) (Guaranteed Maximum Price) prior to this Change Order was $ 728,624, The (Contract Sum) (Guaranteed Maximum Price) will be (increased) (decreased) (unchanged) by this Change Order in the amount of $ 17,430.59 The new (Contract Sum) (Guaranteed Maximum Price), including this Change Order, will be $ 746,055.02 The Contract Time will be (increased) (decreased) (unchanged) by ( ) days The date of Substantial Completion as of the date of this Change Order, therefore, is NOTE This Change Oi der does not inc hide changes in the Contract Sum, Contract Time or Guaranteed Maximum Pi ice that have been authorized by Constriction Change Directive until the cost and time have been agreed upon by both the Owner and Contractor, in which case a Change Ordei is executed to vupervede the Construction Change Du ective NOT VALID UNTIL SIGNED BY THE ARCHITECT, CONTRACTOR AND OWNER m— ARCHITECT (Firm name) CO RACTOR (Fit in name) OW R (Fu in name) 4519 Saith 345 6th SUleet, Ste. 600 ADDRESS IL BY (Signature) Y (Sigr nn Y (Signatui e (Typed name) ('Typed name) _ /3 DATE DATE DATE CAUTION You should sign an original AIA C tract current, on whic his ext appears in RED An original assures that changes will not be obscured AIA Document G701 ^" — 2001 Copyright ©1979 987 2000 and 2001 by The American Institute of Architects All rights reserved WARNING This AIA Document is protected by U S Copyright aw and international Treaties Unauthorized reproduction or distnbution of this AIA Document, or any portion'bf it, may result In severe civil an criminal penalties, and will be prosecuted to the maximum extent possible under the law Purchasers are permitted to reproduce ten (10) pies of this document when completed To report copyright violations of AIA Contract Documents e-mail Tk. A...n. n 1— ♦ M of A-6, Mn 1......1 — 1 ...... . ktt,l ........ 19— CONTRACT CHANGE PRICING SHEET Project Park & 4th Street Phase Two Contract No r2- 010 -184— Proposal No 18 Description Wheelchair Ramp Burwell St & Park Labor rate this sheet Preval timg Wa ge Date 02 Nov 12 Labor Material Rental E w merit Subcontract ect Costs Item Remark/Descn non Unit U C I Amount Unit Cost I Amount Unit Cost Amount Amount Total Nheelchatr Ramp Burwell St & Park )eliveryTruck Off haul spot Is 800 daily 3504 28032 $ 28032 Sawcut and Demolition of Return Grading and aborer Compaction 1600 hrs 5826 932 16 1000 16000 $ 1,092 16 Traffic Control and aborer Flagging 800 hrs 5826 46608 1000 8000 $ 546 08 arpenter Set up and Pour Return 1600 hrs 65 88 1,05408 $ 1,054 08 Finish Concrete and ement Finishers Materials 800 hrs 6831 54648 2000 16000 $ 70648 oncrete Short Load Charges apply 100 cy 25000 25000 $ 25000 Subtotals 2,998 80 93032 $ 3,92912 hrect Costs upervision (2% of Cost) 78 58 $ 78 58 afcty (2% of Direct labor) 5998 $ 59 98 ravel Allowance lisc Supplies (3% of Direct Labor) hange Order Preparation Subtotals 5998 7858 $ 138 56 tsequential Costs Subtotals �- Subtotals 93032 $ 4,06768 Base Rate Overhead & Profit 4,06768 700% $ 28474 InsurancelPerformance/Payment Bond L_ _ 2 95 /o $ 12840 o Total $ 4,48082 Budget Credit $ 68082 Total Price $ 3,80000 P ' Cc Z ?� sea,ICs G� { 40 rG - O;w I_ 44P ry ,� I r - +Q 0 - j (tit I wry L IN 4 /)�t T 4f it ,I „ CONTRACT CHANGE PRICING SHEET Project Pads & 4th Street - Phase Two Contract No 2010-194 Proposal No 20 REVISED Description PR 303 Gates Railing, Landscaping Labor rate this sheet Prewalmg wage Date 31 Jan 13 1 Lr Matenal Rental ment Subcontract Ian RemarWDesrn an Unit U C Amount Unit Cost Casts Amo mt Unit Cost Amami Anrount Total Dues PR 303 Gates, Ratting, Landscaping Laborer Add 2 bollards 200 each 35000 70000 S 70000 Provide two lockable gates Laborer to secure enclosed areas 1200 hrs 6588 79056 3000 36000 S 1,150 56 Demolition of Landscaping, 11 Grading and Compaction for Laborer Concrete 1600 his 5826 932 16 1000 16000 $ 1,092 16 Laborer Traffic Control and Flagging 800 hrs 5826 46608 1000 8000 $ 54608 Carpenter Concrete and Fencing 2400 hrs 6588 1,581 12 $ 1,581 12 Finish Concrete and Cement Finishers Materials 800 hrs 6831 54648 2000 16000 s 70648 Concrete Short Load Charges apply 100 cy 25000 25000 S 25000 Post, Base, Fabncahan, Hand rails Anchors, and Installation 1200 hrs 7976 957 12 3000 36000 S 1,317 12 Daily Sports and Haul Off, Import Rock, Deliver Dump Truck materials 800 hrs 6050 48400 4000 75000 S 1,23400 Operator - Truck Driver 800 his 6450 51600 $ 51600 Weed, Prep, Install fabric, Landscape Swale Install rock and grade swale 3200 his 5826 1,86432 s 186432 Subtotals 8,13784 2,82000 S 10,957 84 Indirect Costs Supervision (2% of Cost) Safety (2% of Direct Labor) 21916 S 21916 Travel Allowance 162 76 S 16276 Misc. Supplies (3% of Direct Labor) Change Order Preparation Subtotals , 162 76 21916 S 38191 Consequential Costs Subtotals Subtotals 2,82000 S 11,339 75 Base Rate Overhead At Profit 11,339 75 7 00 1 % S 79378 Insurance/Performance/Payment Bond 2 95% S 35794 Total S 12,491 47 PR # 303— Changes to site as outlined below Park Avenue Improvements — Phase II Added work as noted below, request prices are broken down by line item A. FACE - vsiall - yl coa d chain nk fen from si walk to ottom o ram ruc an d ings I tall 3'- gate ce ered on pening ' con ete wall ate asp d be ckable, ,ty will ovide p lock F ce t ave viny slats ovide for opts s prior t installa on. See win pages 1 and 2 for B. RAILING AND SIDEWALK — Install railing and concrete walk as noted on drawing page 3 and itemized below: 1 On east side of stair to garage - Install 42 -inch high guardrail (with intermediate horizontal rails not to exceed 4 inch clear space between rails) from face of building to edge of City sidewalk. Set posts in concrete a minimum of 30 below grade. Paint railing Bremerton Blue. 2 On west side of stair to garage - Install 42 inch high handrail (intermediate horizontal rails not required) on top of existing 8 -inch wide concrete curb. Post base are to be anchor bolted to curb. Paint railing and base Bremerton Blue. 3 On east side of stair to garage — Install 4 inch thick concrete slab between building and City sidewalk C. COMPLETE LANDSCAPE — From east face of parking garage to edge of paving strip to the east and from alley to where existing landscaping starts (approximately south face of garage) provide the following. See drawing page 4 for location I Remove weeds and debris from site and apply Casoron weed and grass killer 2 Maintaining exist Swale, install filter fabric at treated area 3 Over filter fabric install 2" — 8" minus clean river run rock +/- 4" — 6" inches deep Approximate cubic yardage 10 CYDS A . GAS: fQ-ov lm- Tula 62) l a,446,9L-E 6AIK AT Lp6.�jj°`D`' S _`;tfi ;j eF3 - n* SIB c t-Fs tP, - K1 A� +} A 09-Ad - PA(h GA( �6LLAWS 1-b �44T6+1 6)CjrPA-)6- O ' 122 ' W = 01 .. _ r r I t MT1NG -T _ LOPE _ 100.-0" E L� 42" co I - 42" _ m i G ARDRAIL RAMP GUA RAPL N SI G , 1 r / D GRATE 1 s - d w I pp clkn W/ me 157oLA,,4 PP� Vol — � / CONC LANDING 7 TREADS AT I I RIFY AND STAIR WITH SITE DE GN � \�j L I /eA (`.�� .-� M�� 30 "x48" AREA OF % AUD 10 EXIT - PLAN I � NC=J VkAt V V A lL RESCUE ASSISTANCE ` f LAN DING �, j&L4 , [" cT / J — TVI;e DE MAMA AAAjJtQ-AlL-- G ATE � o op t�lett-� -t Wqw EO ED fQ EO EQ EQ 0 lo I I n mom asa i " ZX2 STEEL SUPFIDRTS I I t ' I o .o EASE EDGE o I N M 1/2" � " ' I f I S 4 S `D r ETECTABLE ! - 1 -1/4" STD CONCRETE 1 -1/4" S i STEEL PIPE LANDING /STAIRS WARNING STRIP STEEL PIPE HANDRAIL. TYP HANDRAIL, G � �X.IS'j11..�C� NtAfJDF�II. — I E _ = - • AUDITORIUM 3 I - - 117 h h j CORRIDOR t u - ' PROMENADE 1 t18 1 0 l ! A I L 1 � AUDITORIU AUDITORWM 4 1 At DITORIUM 6 n9 /� PARTY ROOM r" " - 110 '�•r r�� _o -- .®sue— r —s. —� `' t .ter —"� .. 1 i . i - -- - Co�G• wAV, PVVW tl -To 1 11 At t)0 `1 AcrJ�P I " I� ICU �` I,- � � � p f F� I L �Gi St po*a� EXISTING STRUCTURES Alffbi n Qt PLAN RL'VtpY - 11/22/201 5 T U L V of 26 ° 26 -6 is 6 2 of City of Bremertc °° eN�� Park Avenue Pla LM B _ t n I ' Bremerton, WA I L 10 a+.xn nttt AlLee I � AT °i +� PLAN LEVEL 3 F P.LtJ EAST _ STAR T Q i ! t73S "FT .1 - 12 a Nc >LA \D9GME AREA PASSASEHAY ` � .__ FNS FO P A' I ' pf�f,/JL t V N t 1 '012 lIl CG�T10 ace is aMr m,o Joe s "tl darn % cneuea ar t)arina Me FWT A2.03E cvDRTH CONTRACT CHANGE PRICING SHEET Project Park & 4th Street - Phase Two Contract No 2010 -184 Proposal No 21 Description Extend Storm Drain at Burwell labor rate this sheet Prevathn8 Wa a Date 31 Jan 13 Labor Material Racal E w t Subcontract Item Remark/Dexn non Unit U C Amount I Unit Cost I Amount I Unit Cost I Amount I Amount I Total Dirax Costs Extend Storm Drain at Burwell Sawcut and Demolition of Return, Grading and Laborer Compaction 8 00 his 5826 46608 1000 8000 $ 54608 Finish Concrete and Cement Finishers Materials 4 00 hrs 6831 27324 2000 8000 S 35324 Concrete Short Load Charges apply 100 cy 10000 10000 $ 10000 Subtotals 73932 26000 $ 99932 Indirect Costs Supervision (2% of Cost) Safety (2% of Direct Labor) 14 79 1999 S 1 79 Travel Allowance Misc Supplies (3% of Direct Labor) Change Order Preparation Subtotals 1479 1999 $ 34 77 Consequential Costs Subtotals Subtotals 26000 $ 1,03409 Base Rate Overhead & Profit 1,03409 L 7 00 °/a $ 7239 Insurance /Performance/Payment Bond 2 95 "�u $ 3264 Total $ 1,13912 z' Larry Hutchinson From. Ned Lever Sent: Tuesday, February 05, 2013 8 54 AM To: Larry Hutchinson Subject: FW Navy Storm Drain, Corner of Park & Burwell Attachments: Navy_Storm_Park_Burwell pdf Here is the design I received from the consultant on the pipe at Park and Burwell We dust need to stub it out past the curb a few feet to allow them to connect their catch basin From: Jeff Jenks [mailto:i)enks*reidmiddleton com Sent: Monday, February 04, 2013 8:31 AM To: Ned Lever Cc: Ryan Hendryx ( RHendryx(dfraserfogle com ); Thomas Knuckey Subject: Navy Storm Drain, Corner of Park & Burwell Ned, Per my voicemail message attached is a drawing showing the 6" storm drain stub -out we need at the corner of Park and Burwell Please review and give me a call to discuss Thanks, Jeff Jenks, PE Project Engineer Reid Middleton Engineers I Planners I Surveyors 728134 Ih Street SW I Suite 200 1 Everett WA 98204 Office 425 - 741 -38001 Fax 425 - 741 -3900 � 4 5 I t D C12 D I e i flf�I = NVJFAC rwro avx II rte I I 6 stub out between power Q C boxes y _ [ la>s wo oNal I I (r — -'�� •� re t of il6a J ' ara CWi IE= 138 4 ( -2 5 Feet Deep) [ 1J010 �, ,.Yt ` �, r✓ ne (/) V $ SNMb O O t O _ �t4 `, 1�� I \'I Li _ ( I v[NDI ory[>8 it t I ( f cam W m51 C04 m III777777...SSSYYY / 1 �� N®C1f 7Y r I� V ! � uR tr`P � r•. cc j z • r u s v. 51 '0 1 t 1 F c ltYt . I -'l ( Z O 3 Brad Dn.1 NOTES 1 PIP LO AND POTHOLE E7USIINO EIE UIWI[S UNDER I � a o S o N W ADNSI STORM ORNN PIPE DEPTH AND SLOPE W NW EX m a OID EM6I[IO UE[NES U A ¢ Q 4 w ¢ I s� w Eat 10 0 o m - f - - 5 Contract Number: 5103 Vendor: SERPANOK Subject Park Avenue Improvements Department: Econ Devel File Class: LEG 12 -1 Begin Date. 12/14/2011 End Date: 6/30/2012 Review Date 5/2/2012 Vault Date* 2014 Comments. Complete 140 days after NTP; Change Order #1 3/14/12 TM =4 "r= Document G701 - 2001 Change Order PROJECT (Name and address) CHANGE ORDER NUMBER O 1 OWNER 5d Park & 4th Street — Phase " 'UTE March 7, 2012 402 Park Avenue ARCHITECT 50 Bremerton, WA CONTRACTOR El TO CONTRACTOR (Name and address) ARCHITECT'S PROJECT NUMBER FIELD ❑ Serpanok Construction CONTRACT DATE OTHER El South Orchard Street Tacoma, WA 98466 CONTRACT FOR The Contract is changed as follows (Include, where applicable, any undisputed amount attributable to previously executed Construction Change Directives) PR # 1 Exterior Stair Construction: $ 94,806.00 The original (Contract Sum) (Guaranteed Maximum Price) was $ 550, 000.00 The net change by previously authorized Change Orders $ 0.00 The (Contract Sum) (Guaranteed Maximum Price) prior to this Change Order was $ 550, 000.00 The (Contract Sum) (Guaranteed Maximum Price) will be (increased) (decreased) (unchanged) by this Change Order in the amount of $ 94 ' 806-00 The new (Contract Sum) (Guaranteed Maximum Price), including this Change Order, will be $ 644, 806.00 The Contract Time will be (increased) (decreased) (unchanged) by ( ) days The date of Substantial Completion as of the date of this Change Order, therefore, is NOTE This Change Order does not include changes in the Contract Sum, Contract Time or Guaranteed Maximum Price that have been authorized by Construction Change Directive until the cost and time have been agreed upon by both the Owner and Contractor, in which case a Change Order is executed to supersede the Construction Change Directive NOT VALID UNTIL SIGNED BY THE ARCHITECT, CONTRACTOR AND OWNER PDDM Lorax Partners Serpanok Construction, Tnc ARCHITECT (Firm name) CONTRACTOR (Firm name) OWNER ( - F irm name) 101 tewart t, Suite 350 4519 South c 345 6th Street, Suite 600 A DRESS ADD B (Signature) B (Sig ure) BY (Signature) L PVT (Typed nam e_ / (Typed name) ('Typed name) 7,01 f, /n/bW-� /4 7- DATE DATE DATE CAUTION You should sign an original AIA Contra gr n which this text appears in RED An original assures that changes will not be obscured T fi,, A t AIA Document G701 T "' — 2001 Copyright @ 1979 1987 2000 2001 by The American Institute of Architects All rights reserved WARNING This AIA Document is protected by U S Copyright Law and int rnational Treaties Unauthorized reproduction or distribution of this AIA Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law Purchasers are permitted to reproduce ten (10) copies of this document when completed To report copyright violations of AIA Contract Documents e-mail The American Institute of Architects legal counsel copyright @aia org 102609 CONTRACT CHANGE PRICING SHEET Project Park and 4th Street Phase Two Contract No 2010 184 Proposal No I Description Extenor Stair Construction Labor rate this sheet Prevadtng Wage Date 28 Oct 1 I Labor Material Rental E ui ment Subcontract ct Costs Item Remark/ cn non Qty Umt U C Amount Urn Cost Amount Unit Cost Amount Amount Total Due Exterior Stair Construction Pick up and delivery of tools/equipment/and Material Delivery - Laborer and Truck materials 800 hrs 5826 46608 $ 46608 Pick Up Truck Daily Use 1 00 Dally 3504 3504 $ 3504 Laborer - Excavation Hand Excavation 1600 hrs 58 23 931 68 s 931 68 Carpenter - Line and Grade 800 hrs 6588 52704 $ 52704 Install Slab /Structural Steel/Grating/Ceiling Ironworker Reinforcing Steel 11200 hrs 7976 8 933 12 s 8 933 12 Install Footing and Wall Carpenter Forms 168 00 hrs 65 88 11 06784 600 1 00800 $ 12 075 84 Cement Finishers Finish Concrete 6400 hrs 6831 4,371 84 500 32000 s 4 691 84 Concrete pourBackfill and Laborers Compaction 3200 hrs 5826 1,86432 $ 1 86432 Painting Exposed Steel Prime and Paint 1 00 Is 1 50000 $ 1 50000 Concrete Pumping Service ( Concrete Pumping 1 00 each 2 500 00 2 500 00 $ 2 500 00 Conrete Ready Mix Concrete at Footings 1600 cy 7800 1 248 00 $ 1 248 00 Detail/Provide and install Stairs 1, 2, 3, and 4 complete with handrails, no footings Fairway Ornamental Iron or foundations 100 Is 38 15000 $ 38 150 00 Ironfist Fabrication Handrails, painted 1 00 Is 4 650 00 $ 4 650 00 Northwest Grating Products Grating for Landings 1 00 is 7 983 00 $ 7 983 00 Steel for Stairs, landings Addison Construction Supply and footings 100 Is 4 17500 4 175 00 $ 4 17500 Subtotals 28,196 96 5,50300 3,74800 S 89,730 96 Indirect Costs Supervision (2 % or Cost) 1,79462 $ 1,79462 Safety (2% of Direct Labor) 56394 $ 56394 Travel Allowance Misc Supplies (3% of Direct Labor) Change Order Preparation Subtotals 56394 1,79462 $ 2,35856 Consequential Costs Subtotals Subtotals 5,50300 3,74800 $ 92,089 52 Subtotals Subtotals 5,50300 3,74800 8 92,089 52 Base Rate Overhead & Profit 92,08952 1 1000 T Insurance /Performance /Payment Bond 8 2,71664 Total 8 94,80616" t Jf . f ) M R, t'x ?� �' f � �' a r �. � 1- �� i �^ G � ,�" � { � s t-,r:x ti a..- a ,•t - € .�, s ?,+ -' -. .i t � r >?".,s a �z r �a ,zff i . a r y �4 s ✓ a• %'N.ns l-^f 3 1 �'i+K�. r Y' ` t' S 3 �. 3 Y: �� .� s. r t �i�. fi � �' ' FNl r , aK ?n` 4 t i y, �3-tis V II - Y f s Bill To Ship To PO Number Terms Customer # Service Rep Project 1 Description Amount Price /Rate Amount Paid Discount i Amount Due Shipping Cost Sub Total 1 1 1 Total 1 11 ,j ,r'.e� p,- ...'.,.+.R - .Y!'""3" ,•,,M n.s- �z._':..1::! ;vim'x:.t.Z4'_ of ry x y 4 ,em _ "Y..'.,,,.5 (�FOIR-WAT Orm amenta[Iron, Imo. 1144 Thorne Road www faifwayol com Telephone 253 - 572 -5363 Tacoma, WA 98421 Fax 253 - 572 -5403 PROPOSAL TO Serpanek Const DATE Feb 14 2012 Attn Igor JOB Alum Stairs We hereby submit specifications and estimates for Fab and install the following Details 1,3,4 4 ea stair systems with 6 ft 2 In x 6 ft landings, 4 ft wide treads, alum handrails at stairs and alum frame with 1/2 dia alum rods for guard rail at landing area and stairs Cost" $38,150 All alum is mill finish Includes eng drawings and calcs Excludes Footings, permits, finish paint, Inspections, screening NOTE If proposal is accepted please return this proposal signed below as written authorization to proceed with this fob We Propose hereby to furnish materials & labor - complete in accordance with above specifications for the sum of See Above * ** (PLUS TAX IF APPLICABLE) F ® Payment to be made as follows Net 30 days Accounts unpaid 30 days after the statement date may be subject to a monthly service charge of 1 5% on the then unpaid balance (18% true annual rate) in the event any portion or all of an account remains unpaid 90 days after billing, that account shall pay all cost of collections, including reasonable attorney's fees All material is guaranteed to be as specified All work to be complete in a� workmanlike manner according to standard practices Any alteration or Authorized deviation from the above involving extra costs shall be executed only upon Signature TLK-t, Ltottvt.0 written orders and will become an extra charge over and above the estimate All agreements contingent upon strikes, accidents, or delays beyond our NOTE This proposal may be withdrawn by us if control Owner to carry fire, tornado, and other necessary insurance not accepted within THIRTY (30) DAYS Our workers are fully covered by Workman's Compensation Insurance Acceptance of Proposal - The above prices, specification and conditions are satisfactory and are hereby accepted You are authorized to do the work as specified Payment terms and Signature accepted as outlined above Date of Acceptance Title '*NW Northwest Grating Products, Inc. QUOTQTWH GRAVING 9230 - 4th Avenue South Seattle, Washington 98108 206 -767 -3000 1- 800 - 447 -4308 FAX 206 -763 -6277 MEE "Grate Solutions" Website: www.nwg rating. cam STEEL & ALUMINUM BAR GRATING Z ZC> 12.. QUOTATION NOJBID DATE FIBERGLASS GRATING & STRUCTURALS PLANK GRATINGS DIAMOND GRIP® & SAFETY GRIP® DATE CUSTOMER lvVp jl L SHIP TO ATTN l-�7 PHONE FAX ATTN JOB REFERENCE J SPECIAL INSTRUCTIONS I �[ FOB ORIGIN ILL CAI L [I PREPAID /ADD GRATING TYPE ` r I at ?p7 SERR- SMOOTH ❑ IITH FRT ALLOWED []COLLECT BEARING BAR SIZE ( 3 1 �� MATT SHIP APPROX 3 ' WEEKS FROM RECEIPT OF ORDER BANDED ArTRIM FINISH MILL NO FINISH AND APPROVED DRAWINGS ❑ ( ) ANCHORS ❑YES, TYPE ❑ LOAD XGALV HOT DIP - PRE -GALV NO PANELS El UNTRIMMED ❑ NO [I PAINT RED -BLACK TEK SCREWS [YES, LENGTH []TRIMMED []OTHER RA O STANDARDS AND TOLERANCES PER NAAMM NOTE ALUMINUM GRATING ALLOY IS 6063 UNLESS NOTED OTHERWISE PIECE # AREAS DESCRIPTION (SPAN IS SECOND DIMENSION UNLESS NOTED) UNIT AMOUNT PRICE - /� x =8 Z s�cS 3'— l� AA 0 7- Gig ,fax. cclr• �.� 4— Cott /A-uT 79 9 3 °° X. WT 3b30— PRICES DO NOT INCLUDE ANY TAXES QUOTED PRICE DURATION SUBJECT TO CREDIT APPROVAL PRICE WILL BE HELD FIRM ONLY FOR 30 DAYS DRAWINGS AIOA�ri/ SHIPMENT MUST BE MADE WITHIN 60 DAYS OF V THIS QUOTATION DATE, AFTER WHICH TIME PRICE PRICE $ IS SUBJECT TO ESCALATION CHARGES AND RENEGOTIATION ONE SHIPMENT ONLY QUOTED BY FIGURED IN PRICE WEIGHT �/ k + n'r `` �`t 'j safz _w -r "r dam;} 'algit^ �i't a -r WELDED W 11/ / earin Bars PRESS - LOCKED P 11/16" C/C Bearing Bars 1- -4 11 -P-4 •��� n„d� a" r./r �e•26�•. Cross Bars 4" C/C NON- SERRATED & LOAD & DEFLECTION FABLE afe uniform load psf (page 93) General Loads and deflections are theoretical C = safe concentrated load psf (page 93) and based on static loading D = deflection inches E = modulus of elasticity 29,000 000 psi F = fiber sit ess 18 000 psi SPAN Direction of Bearing Bar � I ( Material ASTM A 1011 , Deflection Spans and loads to the right of the 11 W 4 62 U 614 393 273 200 153 121 98 bold Mite exceed 114' deflection for uniform 3/4" X 1 /8" 205 0 099 0 155 0 223 0 304 0 397 0 503 0 621 load of 100 psf which provides safe pedestrian 1 11 P 4 66 0 205 C 614 491 409 351 307 273 245 comfort These can be exceeded for other { 11 P -2 7 6 D 0 079 0 124 0 179 0 243 0 318 0 402 0 497 types of loads with engineer sapproval tttj 11 W 4 91 U 920 589 409 301 230 182 147 Serrated Bars For serrated 3/4" x 3/16 D 0 099 0155 0 223 0 304 0 397 0 503 0 621 grating the depth of grating t1 P 4 g g 0 307 C 920 736 614 526 460 409 368 required for a specified load is 11 P 2 113 D 0 079 0 124 0 179 0 243 0 402 0 497 1/4" deeper than that 11 W 4 81 U 1091 698 485 273 215 175 144 121 shown in the table i 11 IN 2 86 1 X 1 /$" 11 P 4 8 5 623 0 364 091 0 873 0 727 0 54 8 0 4 7 0 436 0 397 0 364 ! 11 W 4 119 U 1636 1047 7 534 409 32 70 4136 62 216 182 155 ddd 37) 1" x 3/16 11 P 4 12 7 0 545 C 0 074 1636 01309 0 1 6 0 935 0 818 0 72 655 0 595 0 545 0 503 11 1 14 2 D 0 060 0 093 0 34 0182 0 238 030 0 372 0 451 0 536 0 629 1 2 1 1/4" X 1/8" 11 P 4 107 0 568 D 0 0 0 0 64 0 11 6 0 9774 0 852 0 58 0 682 0 620 a 0 524 0 487 11 P 2 12 0 D 0 048 0 074 0 10 0 146 0191 241 0 298 0 360 0 504 0 584 ' 11 W 4 147 U 2557 1636 1136 835 505 409 33B 284 242 209 160 1 ; 1 -1 /4" x 3/16 11 -P 4 16 0 0852 C 2557 2045 134 0 1705 0 1461 1278 0 302 1136 01023 0 930 0 852 0 787 0 731 0 639 t j 11 P 2 179 D 0 048 0 074 0 107 0 146 0191 0 241 0 298 0 360 0 429 0 504 0 584 0 763 I ' 11 W 4 119 U 2455 1571 1091 801 614 485 393 325 273 232 200 153 121 0 050 1 -1 /2" X 1 /B" 11 P-4 12 6 0 818 C 2455 1 964 1 636 0 1403 0 1227 01091 0 982 0 893 0 818 0 524 755 0 7011 0 614 1 545 11 W 11 P 2 139 D 0 040 0 062 0 089 0 122 0 159 0201 0 248 0 300 0 358 0 420 0 487 0 636 0 804 11 W 4 175 U 3682 2356 1636 1202 920 727 589 487 409 349 301 230 182 1-1/2" x 3/16 11 P 4 188 1 227 G 3682 2945 2455 2104 1841 1636 0 310 473 1 0 0 339 1227 1133 0 608 052 0 1 0 920 818 11 P2 207 D 0 040 0 062 0 089 0 122 0159 0201 0 248 0 300 0 358 0 420 0 487 0 636 0 804 11 W 4 204 U 5011 3207 2227 1636 1253 990 802 663 557 474 409 313 247 1 -3/4" x 3/16 11 W . 2 4 2 1 7 1 670 011 4009 334 0 067 0 2864 2 2227 2005 1822 0 670 0 450 0 432 0 253 0 11 11 P 2 236 D 0 034 0 053 0 077 0 104 0 136 0 172 0 213 0 257 0 306 0 360 0 417 0 545 0 689 11 -W 4 232 U 6545 4189 2909 2137 1636 1293 1047 866 727 620 534 409 323 2" x 3/16 11 W -2 238 2 182 D 0 037 0058 0 084 0 114 0 149 0 189 0 233 0 282 0 335 0 393 0 456 0 596 0 754 11 P4 245 C 6545 5236 4364 3740 3273 2909 2618 2380 2182 2014 1870 1636 1455 11 P2 264 D 0 030 0 047 0 067 0 091 0119 0 151 0186 0 225 0 268 0 315 0 365 0 477 0 603 11 W 4 260 U 8284 5302 3682 2705 2071 1636 1325 1095 920 784 676 518 409 2-1/4" x 3/16 11 11 P 4 27 3 2 761 C 8284 6627 5523 4734 4142 3682 3364 305 0 2 276 2549 2367 0 50 0 07 B4 11 P 2 292 D 0 026 0 041 0 060 0 081 0 106 0 134 0 166 0200 0 238 0 280 0 324 0 424 0 536 I 11 W 4 288 U 10227 6545 4545 3340 2557 2020 1636 1352 1136 968 835 639 505 2-1/2" x 3/16 11 P4 301 3409 C 1 2 81 6868 5844 5114 4545 409 3719 3409 3147 2922 2557 2273 11 P -2 320 D 0 024 0 037 0 054 0 073 0 095 0121 0 149 0 180 0 215 0 252 0 292 0 381 0 483 W /P -11 PANEL WIDTH (Inches) Note P Press Locked cross bars lyplLally extend 1/8 each side W Welded cross roes may extend 1/8 each side Panel widths do not Include these extensions No of Bars 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 1/8 "Bar 18 /16 1'/2 2 2 7 /8 3 4'/4 4 5 6'/1G 7 7 Pa 9'/16 9 10 11'/8 11 12'/2 13 3/16 Bar 1 /8 1 2 2 3 4 5 5 " /i6 6 /b 7' /lo 7 8 9 9 10'/2 11 11 12 13 No of Bars 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 1/8" Bar 13 14 15 15 16 17 18 1B "/1e 19 20'/16 20 21 22'/a 22 23'/2 24 24'18 25 26 3/16" Bar 13 14 15 16 16 /lG 17 18 1 /16 18 19 20 20"k 21'/2 22 22'/8 23 24'14 24 25 26 No of Bars 40 41 42 43 44 45 46 47 48 49 50 51 52 53 1/8" Bar 26 27 28 /1G 29 29 30 31'/16 31 32 33' /e 33' 34'/2 35 35 1 3/16' Bar 27 27 " /1G 28 29'/16 29 30' /1r, 31'/e 31 32 33 33'/8 34 35 3515/16 r0 4`"f 1y - a ' n WELDS r earingA PRESS - LOCKED P 7/16" C/C Bearing Bars -4 „ 7- P -4+.g• Weld an +" 1 2'- idth Ci ss Ro ' Ci /C .4 ' Cross Bars 4" C /C.fieNe99 Lunn eeo Qnr�n nnY NON- SERRATED & LOAD & DEFLECTION TABLE = safe OnBorm load psf (pa 93) General Loads and deflections are theoretical C = safe concentrated load psf (page 93) and based on static loading D = deflection Inches E = modulus of elasticity 29,000 000 psi SPAN (Direction of Bearing Bar) F = fiber stress 18 ,000 psi Material ASTM A -1011 K om= M I NO Deflection Spans and loads to the right of 7 W 4 93 U 964 617 429 315 241 190 154 the bold line exceed 1/4" deflection for 3/4" X 1/$" 7 P 4 y B 0 321 D 0 099 0 155 0 223 0 304 0 397 0503 0 621 Uniform load of 100 psf which pro- G 964 771 643 551 482 424 386 vides safe pedestrian comfort These 7 P 2 107 D 0 079 0 124 0 179 0 243 0 318 0 402 0 497 ' ' can he exceeded for other types of 7 W 4 13 7 U 1446 926 643 472 362 266 231 191 loads with engineers approval 3/4" x 3/16 0 482 D 0 099 0155 0 223 0 304 0 397 0 503 0 621 0 751 Serrated Bars For 7 P 4 146 C 1446 1157 964 827 643 579 526 serrated grating the 7 P 2 161 D 0 079 0 124 0 179 0 0 318 02 0 497 0 601 depth of grating 7 W 4 123 U 1714 1097 762 560 429 3 274 227 190 162 required for a specl- 1 ' X 1/$" 7 P 4 127 0 571 C 1 714 371 14 0 980 8 29 8 0 762 0 68b 0 623 0 57� O 527 tied load deeper than 7 W 4 181 U 2571 1646 1 3 840 643 508 411 340 286 243 210 the table 1 X 3/16" 0 857 D 0 074 0 116 0 8 0 228 0 298 0 377 0 466 0 563 0 670 0 787 0 912 7 P4 190 C 2571 2057 1 14 1469 1286 1143 1029 935 857 791 735 7 P 2 205 D 0 060 0 093 0 34 0 182 0 238 030 0 372 0 451 0 536 0 629 0 730 0 893 C 2679 21 0 17 4 0 1 531 0 1339 0 90 1 07 8 974 0 6 893 0 1-1/4 X 1/811 7 P 4 160 824 0 765 8 670 7 P 2 17 3 D 0 048 0 074 0 10 0 146 0 191 241 0 298 0 360 0 429 0 504 0 584 0 763 1 1 7 W 4 225 U 4018 2571 1786 794 643 531 446 380 328 251 198 1 -1/4 x 3/16 7 P 4 239 1 339 C 4018 3214 2679 2296 2009 1786 1 607 1 461 1339 730 8 1236 1 148 1004 1 893 7 -P 2 25 8 D 0 048 0 074 0 107 0146 0191 0 241 0 298 0 360 0 429 0 504 0 584 0 763 0 965 7 W 4 181 U 3857 2469 1714 1259 964 762 617 510 429 365 315 241 190 0 050 0 078 1 X 1 /8" 7 P 4 189 1 286 C 3857 3086 112 0 2571 2204 199 8 1929 251 0 1714 310 0 1543 376 8 1403 524 8 1286 1 1187 011102 8 964 1 857 7 P 2 202 D 0 040 0 062 0 089 0 122 0 159 0201 0 248 0 300 0 358 0 420 0 487 1 0 636 0 804 7 W 4 269 U 5786 3703 2571 1889 1446 1143 926 765 643 548 472 362 286 1 -1/2 x 3/16 7 -P 4 28 3 1 929 C 57 4629 3857 3306 2893 2571 2314 2104 1 929 524 8 1780 653 0794 446 1 1286 7 -P 2 30 2 D 0 040 0 062 0 089 0 122 0 159 0201 0 248 0 300 0 358 0 420 0 487 0 636 080 4 U 7875 5040 3500 2571 1969 1556 1260 1041 875 746 643 492 389 043 0067 1 -3/4 x 3/16 7 -P 4 32 7 2 625 C 7 875 6300 096 0 5250 4500 170 0 3938 3500 3150 2864 383 0 2625 2423 2250 681 0 1969 8 1750 7 -P 2 34 6 D 0 034 0 053 0 077 0 104 0 136 0 172 0213 0 257 0 306 0 360 0 417 0 545 0 689 U 10286 6583 4571 3359 2571 2032 1646 1360 1143 974 840 643 508 2" x 3/16 3 429 D 0 037 0 058 0 OB4 0 114 0 149 0 189 0 233 0 282 0 335 0 393 0 456 0 596 0 754 7 P 4 371 C 10286 8229 6857 5878 5143 4571 4114 3740 3429 3165 2939 2571 2286 7 P 2 390 D 0 030 0 047 0 067 0 091 0 119 0 151 0 186 0 225 0 268 0 315 0 365 0 477 0 603 U 13018 8331 5786 4251 3254 2571 2083 1721 1446 1232 1063 814 643 33 0052 0 074 2 -1/4 x 3/16 7 P 4 41 5 4 339 C 1 10414 8679 101 0 7439 6509 5786 5207 4734 4339 4005 3719 3254 2893 7 P 2 434 D 0 026 0 041 0 060 0 081 0 106 0 134 0 166 0200 0 238 0 280 0 324 0 424 0 536 U 16071 10286 7143 5248 4018 3175 2571 2125 1786 1522 1312 1004 794 2 -1/2 x 3/16 7 P 4 45 9 5 357 C 1 12857 0714 9184 8035 7143 6429 5844 535 4945 4592 4018 35 7 P 2 478 D 0 024 0 037 0 054 0 073 0 095 0 121 0 149 0180 0 215 0 252 0 292 0 381 0 483 P -7 PANEL WIDTH (inches) Note P Noss Locked cross bars typically extend 1/8 each slde Panel widdls do not Include these extensions No of Bars 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 1 /8" Bar '/ G 1 I "6 1',a 2 2 3 3 4' 16 472 4 /16 5 /a 5 6'14 6 Th Ph6 8 8 6'/e 9 9 10 10'18 Whii 11 "2 11 12 3 113 " Bar '18 118 1 1516 2 2 " 116 3'/4 3"h6 4 47% 5 5116 5,18 6 6 7 7 /6 8/16 8 8 9 91,116 1Q' 11'la 11'iG 12 1211 No of Bars 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 1/8" Bar 12 6 13''4 13 1418 14 15 15 15'le 10% 16 17 17 18'116 1811 18 19 19 "116 20 20'16 2178 21 22 22'116 2216 23 23 24 % 241a 3/16" Bar 12'1s 13 13 14 14 /a 15 15'/2 15 16 16i 6 17'14 17 18 A 111',% 19 19'16 1916 20 20 Who 21 22 22'12 22 23 23 24 24' No of Bars 58 59 60 51 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 1/8" Bar 2515 25'1 25'716 26 26 "h6 27 27'16 28' /a 28 29 29'h% 29 a 30 30 31 31 /e Kim 32 32 5 /16 33 33 13 116 304 X/6 Via 35 36 3/16" Bar 25/a 25 26 20 6 2616 27 27 28 28 29' 29'129i 6 30 30 31 31 As 32',6 32 ° ob 33 33' 33 4a 34 „6 34 35 8 35 361' 1 ,1 ' . x �7 wana 1 d STAIRS i ® (: E) I! OR STAIR DETAILS E G o " h a m / — a � - 'e6 y STORAGE m` 3 E I!E RSTAIRDETAILS 130 �1 EXTERIOR PLAN /• � � o TYP _ seefilm LA lit ` STAIR it 123 CORRIDOR EXTERIOR STAIR DETAILS F-1 I AUDIT i (EXTERIOR STAIR DETAILS , _ UJ ,- F Eil FF EQ EQ EQ EQ EQ EQ I S1EN ADO ORy BT I - -- 91vuNS"SDCit i�A i SRHERE CM0. N ?r S THROUGH ANY \ \� r 1x2 STEEL SUPOORrS sm s,EEl RRE HANOML "L BEYOND TO ALIGN YERTIGALLY WITH HANDRNL E EI HPfToF.NI EnrEns ro ar cucaoRaL mwE 5" TYP �." 113 STEEL —T R IU 8 - - - I J W M � M v Q W 1 -0 1 12 1 12 HANDRAIL 1 _p SLOPE CONC GRATING SLOPE 36 FROM z 9 NOSING � � 3� - (100 -0 EL) n 42 42 AN RA L ro GUARDRAIL GUARDRAIL 3 R M 11 1 -0 N SI G 00 5 -4 6 -6 a ST AIR RISERAHSIGHT 1 WITH SITE cc ESIGN 122 CORRIDOR 122 AUDITORIUM 8 YP 121 L , Q 00 09L 32 -11" (101' -2" E L ) FRAIL 42' ROM GUARDRAIL 42 NOSING GUARDRAIL 5 -9" 9 TREADS AT 1 I'-VERIFY WITH SITE DESIGN A 8 EXIT- PLAN TS r l EASE EDGE— 1/2" TYP \ o I � /rONCRETE DETECTABLE LANDING /STAIRS WARNING STRIP TYP 1 -1 /4" STD STEEL PIPE HANDRAIL AUD 8 EXIT- ELEVATION NTS 1 -1 /2" CLR. TYP 1-1/2 . CLR #4 NOSE BAR (TYP.) TYP TOOLED NOSING op 0 . AT 12" O.C. 12" 6" MIN. IPACT SUBGRADE TO 95% OF I i I 1" b MUM DR DENSITY PER ASTM I I I — I ci 1557 -I I I I =, � EXPANSION JOINT CEMENT CONCRETE PAVE #4 BAR AT 12" O.C. • 3" CLR =1 i =III= ao 0' -8" i o CAST -IN -PLACE CONCRETE STAIR C SCALE: NTS .. - ISJIfCffit81N T ✓ 'f Si I I �, S 1 A 'Cj gw�1 x + CINEMA CONC. WALLS r � , ► , t I p ABOVE, T V. n� rltiEcko, r �-- I TROLLEY BEAM SET Vo b e FLUSH TO BOTTOM AT I I GARAGE P.T. 1 fs I H I i6 I S15 I 1 Si I ( S1A I �'z � E mp f I j5 X ® 18 O.C. ' + UNDER ALL CINEMA f i 2' -0' I I CONC. WALLS U.N.O. I E ci 4 i s 9 3 t t 1 e ...t 7 7 2�i 5 E.160 w r1 N.7kL. - 1 r per_ U(}/ x N t � Fa DE WELC cvp _ CA 4-T A-AF. Contract Number: Vendor: Sub�ect: Department: File Class: Begin Date: End Date. Review Date: Vault Date: Comments : 5103 SERPANOK Park Avenue Improvements Econ Devel LEG 12-1 12/14/2011 6/30/2012 5/2/2012 2014 Complete 140 days after NTP I� , , , PUBLIC WORKS AGREEMENT THIS AGREEMENT, is entered mto between the Crty of Bremerton, a Washmgton Murucipal Corporahon ("Crty"), and Serpanok Construction. Inc ("Contractor"), whose mailmg address is 4519 S Orchard Street, Tacoma, WA 98466 The parties agree as follows 1. CONTRACTOR SERVICES. The Contractor shall perform the following Scope of Services for the City a Procure City Right-of-Way permit for work noted herein Permit Type required is Type B Include all fees, bonds and associated charges to secure permit One- way traffic flow on Park Avenue to be maintained at all ttmes, except as specifically approved by City Special Pro�ects Administrator Pedestrian access along Park must be maintained at all times b Provide all materials, labor and equipment for improvements as noted on Contract Documents See Exhib�t A, Exhibit B, Exhibit C, and Exhibit D attached herein. 2. TIME OF COMPLETION. Contractor shall complete the work wrtlun 140 Calendar days from the date of issuance of the City's Notice to Proceed 3. COMPENSATION. The Crty shall pay the Contractor the total amount of Five Hundred and Fifty Thousand dollars ($550,000 00) Sales tax, if applicable, is not mcluded The Contractor shall mvoice the City monthly The City will pay for the portion of the work descnbed m the invoice that has been completed by the Contractor and approved by the City The City payment shall not constrtute a waiver of the City's nght to final inspection and acceptance of the pro�ect A Performance Bond Pursuant to Chapter 39 08 RCW, the Contractor, shall provide the City a performance bond for the full contract amount to be in effect until sixty (60) days after the date of final acceptance, or until receipt of all necessary releases from the State Department of Revenue and the State Department of Labor and Industries and until settlement of any liens filed under Chapter 60 28 RCW, whichever is later B Retaina�e The City shall hold back a retamage in the amount of five percent (5%) of any and all payments made to contractor for a penod of sixty (60) days after the date of final acceptance, or until receipt of all necessary releases from the State Department of Revenue and the State Department of Labor & Industries and until settlement of any liens filed under Chapter 60 28 RCW, whichever is later C. Defective or Unauthonzed Work. The City reserves its nght to wrthhold payment from Contractor for any defective or unauthonzed work PAGE-1- Publ�c Works Agreement — Serpanok — Park Ave Improvements EDA Award 07-01-06590 4. INDEPENDENT CONTRACTOR. Contractor is and shall be at all times actmg as an mdependent contractor and not as an employee of the City The Contractor shall secure at its expense, and shall be responsible for all payments of mcome tax, social secunty, state mdustnal insurance compensation, unemployment compensation, and all other payroll deductions for the Contractor, officer, agents, employees and sub-contractors The Contractor shall also secure all applicable busmess licenses, if required, in connection wrth the contract services, mcludmg all required licenses for Contractor's officers, agents, employees and sub-contractors 5. TERMINATION. The City may termmate this agreement at the convenience of the City 6. PREVAILING WAGES. Contractor shall file a"Statement of Intent to Pay Prevailmg Wages," with the State of Washington Department of Labor & Industnes pnor to commencing the Contract work Contractor shall pay prevailing wages and comply wrth Chapter 39 12 of the Revised Code of Washington, as well as any other applicable prevailmg wage rate provisions Davis-Bacon wage rates are to be used for this pro�ect The latest prevailmg wage rate revision issued by the Department of Labor and Industnes is attached 7. CHANGES. The City may issue a written or oral work change directive for any change m the Contract work during the performance of tlus agreement If the Contractor determmes, for any reason, that a change order is necessary, Contractor must submit a wntten change order request to the City's Special ProJect Admirustrator within two (2) busmess days of the date the Contractor knew or should have known of the facts and events givmg nse to the requested change If the Ctty determines that the change mcreases or decreases the Contractor's costs or time for performance, the City will make an equitable adJustment If the Contractor disagrees with the equitable ad�ustment the Contractor must complete the change order work, however, the Contractor may elect to protest the ad�ustment The City will evaluate all protests, provided the procedures m this section are followed if the Crty determmes that a protest is valid, the City will ad�ust payment for work or time by an equitable ad�ustment No adJustment will be made for an mvalid protest A Contractor's Dutv to Complete Protested Work In spite of any protest, the Contractor shall proceed promptly with the work as the City has ordered v�nth the retained nght to file a claim 8. CLAIMS. The Contractor shall give wntten notice to the City of all claims other than change orders within fourteen (14) calendar days of the occurrence of the events givmg nse to the claims Any claim for damages, additional payment for any reason, or extension of time, whether under this agreement or otherwise, shall be set forth in detail in wnting and received by the City witlun seven (7) calendar days from the date Contractor knew, or should have known, of the facts givmg nse to the claim Contractor must, in any event, file any claim or bnng any suit arismg from or connected with this agreement within 120 calendar days from the date the contract work is complete 9. WARRANTY. The Contractor shall correct all defects m workmanship and materials within one year from the date of the Contractor's acceptance of the City's final payment PAGE-2- Public Works Agreement — Serpanok — Park Ave Improvements EDA Award 07-01-06590 under tlus contract When defects are corrected, the warranty for that portion of the work shall extend for one year form the date such correction is completed and accepted by the Crty The Contractor shall begm to correct any defects withm seven (7) calendaz days of its receipt of notice from the City of the defect If the Contractor does not accomplish the corrections withm a reasonable time, the City may complete the conections and the Contractor shall pay all costs mcurred by the City m order to accomplish the correction 10. INDEMNIFICATION. Contractor shall defend, mdemrufy and hold the City, its officers, officials, employees, agents and volunteers hannless from any and all claims, in�unes, damages, losses or suits mcludmg all legal costs and attorney fees, ansmg out of or m connection with the performance of tlus agreement, except for in�unes and damages caused by the Crty's negligence The Crty's inspection or acceptance of any of Contractor's work when completed shall not be grounds to avoid any of these covenants of mdemmfication Should a court of competent �urisdiction determme that this agreement is sub�ect to RCW 4 24 115, then, m the event of liability for damages ansmg out of bodily m�ury to persons or damages to property caused by or resultmg from the concurrent negligence of the Contractor and the Crty, its officials, employees, agents and volunteers, the Contractor's liabilrty hereunder shall be only to the extent of the Contractor's negligence IT IS FURTHER SPECIFICALLY AND EXPRESSLY UNDERSTOOD THAT THIS INDEMNIFICATION CONSTITUTES THE CONTRACTOR'S WAIVER OF IMMUNITY UNDER INDUSTRIAL INSURANCE, TITLE 51 RCW, SOLELY FOR THE PURPOSE OF THIS INDEMNIFICATION THE PARTIES ACKNOWLEDGE THAT THEY HAVE MUTUALLY NEGOTIATED THIS WAIVER The provisions of this section shall survive the expiration or termmation of this agreement 11. INSURANCE. The Contractor shall procure and mamtam for the duration of this agreement, msurance agamst claims for mJuries to persons or damage to property that may anse from or m connection v�nth the performance of the Contract work by the Contractor, its agents, representatives, employees or subcontractors Before begmmng the work on the pro�ect descnbed in this agreement, the Contractor shall provide a Certificate of Insurance evidencmg A �Automobile Liabilrtv msurance wrth limrts no less than $1,000,000 combmed smgle limrt per accident for bodily in�ury and property damage, and B Commercial General Liabilitv msurance written on an occurrence basis with limits no less than $2,000,000 combmed single limit per occurrence and $2,000,000 aggregate for personal in�ury, bodily in�ury and property damage Coverage shall mclude but not be limited to blanket contractual, products/completed operations/broad form property damage, explosion, collapse and underground (XCU) if applicable, and employer's liabilrty PAGE-3- Publ�c Works Agreement — Serpanok — Park Ave Improvements EDA Award 07-01-06590 C Endorsements m accordance with Right of Way permits Any payment of deductible or self-msured retention shall be the sole responsibility of the Contractor. The City reserves the right to receive a certified copy of all the required msurance policies The City, its officials, employees, agents and volunteers shall be named as an additional msured on the msurance policy, as respects work performed by or on behalf of the Contractor and a copy of the endorsement nammg the City as addrtional msured shall be attached to the Certificate of Insurance The Contractor's msurance shall contam a clause statmg that coverage shall apply separately to each msured against whom claim is made or suit is brought, except with respects to the limrts of the insurer's liability The Contractor's insurance shall be pnmary msurance as respects the City, and the City shall be given thirty (30) calendar days pnor written notice by certified mail, return receipt requested, of any cancellation, suspension or matenal change m coverage 12. MISCELLANEOUS. A Nondiscnmmation In the hinng of employees for the performance of work under this Agreement or any sub-contract hereunder, the Contractor, its sub- contractors, or any person actmg on behalf of such Contractor or sub- contractor shall not, by reason of race, religion, color, sex, national ongm, or the presence of any sensory, mental, physical disability, or sexual onentation discnminate agamst any person who is qualified and available to perform the work to which the employment relates B Compliance vrnth Laws Contractor shall comply with all federal, state and local laws, rules and regulations throughout every aspect in the performance of tlus agreement C Work Performed at Contractor's Risk Contractor shall take all precautions necessary and shall be responsible for the safety of its employees, agents, and subcontractors m the performance of this agreement All work shall be done at Contractor's own nsk, and Contractor shall be responsible for any loss of or damage to matenals, tools, or other articles used or held for use m connection with the work , � D Nonwaiver of Breach The failure of the Crty to insist upon stnct performance of any of the terms and nghts contamed herem, or to exercise any option herein conferred m one or more mstances, shall not be constructed to be a waiver or relinquishment of those terms and nghts and they shall remain m full force and effect PAGE - 4 - Publ�c Works Agreement — Serpanok — Park Ave Improvements EDA Award 07-01-06590 E Governm� Law This agreement shall be governed and construed m accordance with the laws of the State of Washmgton If any dispute anses between the City and Contractor under any of the provisions of tlus agreement, resolution of that dispute shall be available only through the �unsdiction, venue and rules of the Kitsap County Supenor Court, Krtsap County, Washington F Attorney's Fees To the extent not mconsistent v�nth RCW 39 04 240, m any claim or lawsuit for damages arising from the parties' performance of tlus agreement, each party shall be responsible for payment of its own legal costs and attorney's fees mcurred m defendmg or bnngmg such claim or lawsurt, however, notlung in tlus subsection shall limit the Crty's nght to mdemmfication under Section 10 of this agreement G Wntten Notice All commurucations regardmg this agreement shall be sent to the parties at the addresses listed on the signature page of tlus agreement, unless otherwise notified Any wntten notice shall become effective upon delivery, but m any event three (3) calendar days after the date of mailmg by registered or certified mail, and shall be deemed sufficiently given if sent to the addressee at the address stated on tlus agreement H Assi�nment Any assignment of this agreement by the Contractor without the written consent of the City shall be void I Modification No waiver, alteration, or modification of any of the provisions of this agreement shall be bmdmg unless in wntmg and signed by a duly authonzed representative of the Crty and Contractor J Severabilitv If any one or more sections, sub-sections, or sentences of this agreement are held to be unconstitutional or mvalid, that decision shall not affect the validity of the remaming portion of tlus agreement and the remamder shall remam in full force and effect K Entire A�reement The written provisions and terms of this agreement, together with any attached Exhibits, supersede all pnor verbal statements by any representative of the City, and those statements shall not be construed as formmg a part of or altenng in any manner this agreement This agreement and any attached Exhibits contain the entire agreement between the parties Should any language m any Exlubit to this agreement conflict with any language contamed m this agreement, the terms of this agreement shall prevail EXHIBITS - Attached herein - o EXHIBIT A- Construction Documents o EXHIBIT B- General Requirements o EXHIBIT C- EDA Requirements. o EXHIBIT D- Signed Form of Proposal PAGE-S- Public Works Agreement — Serpanok — Park Ave Improvements EDA Award 07-01-06590 IN WITNESS WHEREOF, the CONTRACTO Serpanok Cons � Pnnt Name - BY' Trtle �f�-eq� ve executed this agreement � DATE I ''� ^` I �� � ( Notices to be sent to: CONTRACTOR Serpanok Construction, Inc 4519 S Orchard St Tacoma, WA 98466 (253) 573-1332 THE CITY OF BREMERTON z� Pnnt N e Pa Lent Trtle or DATE I z� � 4'I � Notices to be sent to: CITY OF BREMERTON Atten Gary Sexton 345 6`" Street, Surte 600 Bremerton, WA 98337 (360) 981-1025 (360) (facsimile) PAGE-6- Public Works Agreement — Serpanok — Park Ave Improvements EDA Award 07-01-06590 EXHIBIT A - Construction Documents Eseltech design documents: o CO - Cover sheet; C1.0 - Site Pceparation and TESC Plan dated 9/29/2011; o C2.Q - Roadway Paving and Channelization Plan (revised IO-5-11); o C3.0 - 4� and Park Ave intersecCion enlargement dated 9/29/Z011; o C4.0 - Drainage Plan dated 9/29/2011; o C5.0 - Grading Plan dated 9/29/2011; o C6.0 - Landscaping and Irriga�on Plan dated 9/29/2011; o C7.0 - lllumination and Electrical PIan dated 9/29/2011; o C8.0 - Details dated 9/29/2021. o Typical planter detail. N.L. Olson 8� Associates, Inc Topographfc Survey for the City of Bremerton o Drawing number 117657-406562 sheets 1 of Z, dated March 17,2011. o Drawing number 127bS7•4065b3 sheets 2 of 2, dated March 17,Z011. 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I � I I I � � _-�.�.. �� � f �--��--�... � � 1/ -_- ^_ _ _._^-.._. �_______ � f ---- ----.-. ,.. � .� � �� � N � i __`_ `..� � i ---_ _-- --- ----- � �� i -- --_ _�.-.�- � ----- --e ---------�� �''�� ws� ;�`'�� �= � � � �w� s p �� a �. 9� I t ��(t�� ;9 � g 3 ��� � � � i ---- ------�� __�___.___� ! f'CR NNmOIa eaN1..0l���,tae. '�'OPQG1tAPHICBilRVSY �.�g� �py�a�� � m+ w a�aMaea ?blawo(lefoa�et0l�kref�e�tQuo1Q 7if�a�tMMiP.�s�wiwOY�IfW w.......mras...+rr...�w s.r ; kWOnu.�aa�D7�Maf.asp�irmwx, F�mmmeqNd�mebAema C4dA�7oen RRey��mq•K"rEfi�ua A�abTb.07iq1�i1D �� BID QITE3TI�NS & ANSWERS PARK AVENUE I11�IPROVEMENTS Q- Plans on the city website are Phase l not Phase 2 A- The drawings posted on the website are conect. The label on the drawing should be Phase 2 Q- Sheet C6.0 - Size of plant materiallabeled as "Blue Fescue" and "Alaska Ferns". A - (1 �allon) Q- Spacing of "Blue Fescue" and "Alaska Ferns" within planting beds in order to determine quantity needed. Plan sheets indicate 15 Blue Fescue per planter and 10 Alaska Fenas per planter, but all planters ate not of equal size nor do all co�tain a specimen tree. A-(15 Blue Fescae and 10 Alaskan Ferns are an average for the planters. Larger planters will require more, small planters less. The total would equal the number of planters times 15 and 10.) Q- Are there any specifications in regards to the planting materials: bazk mulch, Topsoil Type A, rootbarrier? A-(Seccion detail will be added.) Q- What are the maintenance requuements? A-(one year watranty on trees) Q- Shee# C8.0 - Hanging Baskets Are these to be provide,cl by the City of Bremerton or the contractor? If provided by the coirtractor, please provide specification for baskets. i � . , y � . \ A-(These are provided by the City.) Q- Can you telI me if there is electrical on this project that bids October I7�', 2Q11? If so, please tell me a brief summary of what it entails. A- The electrical work includes; i) Illumination to include conduit, wiring, poles, junction boxes. ii} Traffic loops iii) Connection to existing to existing service ca6inet and relocation of existing service cahinet Q. Are the light poles, luminaires, and anchor boits be provided by the Contractor or are atl of these items City fumished? A. All are provided by the contractor. 4: Sheet C6.0 does not iderrtify an irrigation controller. Is the new irrigafion sysfiem tymg into an existing c�trollert ff so, where is the existirtg contr�oller located and are there spar�e wires stubbed for the improvemer�ts to Park Ave? If not what type ofi coMroller is to be provided, where is it to be installed and what or where is the power source? A: Contractor is to design the irngation system/controller. The location and power supply are to be coordinated with the City 4: Secfion 1.05 of the Form of Proposal says that the work wdl be substan�Gally comple#e within 140 calendar days of notice to proceed. The Public Works Agreement says, under 7ime of Completion, that the cor�tractor shall complete the work within 21 calendar days. Please clarify what the Public Works Agreement section is fior. A: It is 140 days. T'fie updated documents on the Ciiy's Wedsite have this corre�ted. � �� ����� �1: Do you have any depths of existing sidewaiks or pavement? Are there exis�ng concrete panels w�thin the roadway excavation lirnits? A: No we do not have depths of existing sidewalks or pavement, assume ci#y standard for Asphat# pavement (Standard Dra�nnng 3004} We are unsure of concrete panets along Par1c Ave, there appears to be some along 4"' St. Exact location/extents ar depth, corrtractor to field verify Q: Since the granibe detail at the intersection is alternate No.1, c�an you provide a detail of what base bid (brick paversj will look like? A: Need c�arification of the question. It is our understanding that the plan we show is the base bid with brick pavers and a granite circular graphic in the center of the irrtersection, the section for pavers is similar to the crosswalk detail and is shown on C8.0. The granite section is shown on C3.0. It is our undersfianding that the altemate bid is to replace the pavers in the intersection with granite slabs which would have the same secction as shown on C3.0. Q: Plan sheet C7.0 seation A A says light pole by others. In the Quesfion and Answers is states that illumination to include conduit, wir�ng, poies, junction boxes. Are the poles provided by the City? A: The pole is to be provided by the contractor and installe� by the contractor, the note was unintentionally left on the detail. Q: What is the de#ail for trench restoration fior the storm at the intersection of 4th and Park, since most of the new storm tines are outside of the demo limi#s? A: C�ty of Bremerton Startdard Drawing 4080 � 4081 Q: Are the light poles,luminaires, and anchor bo[ts be provided by the Contractor or are all of these items City tumished? � - i•� / �. . . . , ;. ' � �: These are to be provided by tt�e c�r�tractor. Q: Wili the PSE S�vitch Vautts that are to be adjusted to final grade require concrete risers and d so wilt PSE be providing these? A: The cor�trac�or is to field verriy what is needed to adjust to grade and coordinate with PSE. If risers are required, the contractor is to provide. Q: What is the section detail of the Pavers at the intersection of 4�' and Park Ave? I� A: The paver section is simdar to the crosswaEk section and is shawn on C8.0. Q: Are there any special provisions to the spec�cations that give specfics regarding the materials and methods of cons�on� A: Per General Alotes on C1.Q the project is to follow WVSDOT � City of Bremerton Plans & Specfications, the only special provision is for the use of mortar in the granite section and �e City is to provide the special provision. Is there a specific material that is in ques�on? Please clarify. Q: There is no mention on the plans or in the specificafions regarding the backfill materia! for the new storm system. Is native mafierial to be used or is import required? If imported material is required what are the specifications for that material? A: Use Ciiy of Bremerton Standard Drawing 4080 & 4081. Q: 4n Sheets C2.0 � C3.0 the plans indicate new concrete curb and gutter on the outside of the intersechons that tie into the existing curb and gutter. In ocder to i� .�. �:I. �r r> � i instalf this curb and gutter on the radius' it wdl be necessary to remove a portion on the existing asphatE paving to set the forms That in tum wdt require patching of the existing pavement and there is nothing on the plans to show what type of section to use. It also appears that the existing pavement on 4�' SVeet is possibly ari asphait over concrete pavement section� so there could be two types of sections required. How much (thickness) of asphaft, crushed rodc, and or concrete wdl be required to patch these areas? Sinoe there is no infiormation regarding the exis6ng pavement there is no way to bid "match exisfing". A: For the pavement patching/replacemerrt use the standard pavement section on the City of Bremerton Standard Drawing 3004. If concrete panels are encountered in the roadway, patch using Standard Drawing 3004. °Match Exis�ng" is referring to the loc�on and grade. Q: On Sheet C3.0 there are 4 notes that reference °TOP OF RAMP°. There is no note to indicate whether the ramp is asphaft or concrete pavement. Could you tell us which type of pavement it is and the sectional �tickness? A: The ramp is to be a 12° deep 4000 psi concre#e ramp with 4" of'/" —'! %° clean crushed gravel base. A detail has been attached at the end of quesdons Q: Is there any crushed base material that goes under the 4" sc�ored ooncrete sidewalk? If so how much? A: Use Ci�/ of Bremerton Standarc! Drawing 3101. Q: There appears to be several driveavays shown on the plans what is the thickness of the concrete and crushed rock (if requir�ed}? A: Use City of Bremerton Standard Drawing 3121. Q: � � ����� On Sheet C3.Q the Granite Section shows no 8" concrete slab under the bridc pavers, but on sheet C8.0 in the crosswatk section it does show an 8° concrete slab under the bricic pavers, which is correct'? A: The pavers should have an S" concrete slab below. The crosswalk detail is the correct detail for the pavers. (see °Concrete Ramp Detail at the end) Q: The Unit Pric�s al! state "Additional° Is this ir�tended to be used for changes only? How wilt the base bid, altemate and unit prices be evaluated? A: Tfie Unit Pric�s are listed in the Bid Documents ar�e intended to price only additional work as requested by the owner. It is the contradors option to price al! altemates and unit prices as they decide to tender their bid. However we r+equest that altemate pricing be based on the pncing provided in base bid numbers. t�: Is the granite in the aftemate bid area sand set or mortar set? A: Mortar set. Q: What kind of mortar should be used �for #he setting bed under the granite� There is not anything specfied. A: City to provide special provision. Q: What is the specfication for �he non woven geotextite under the sand set pavers? �4: Use WISDOT spec�f�cations, Sechon 9�3, for underground drainage. Q: On sheet C3.0, the sartd set paver strips next to the detectable waming pavers show a pattem that will resutt in having to cut neariy every paver to mamtain the � ,_ � � i � '�. � � { straight bond lines or� a curve, !s this the ir�tention, or wdl d be acceptable for the , bond tines not to line up? , /0.: !t is acceptable for the bond lines not to iine up. a Dunng the service cabinet relocation does the ex�sting signaf system at Park Ave and Burwell Street need to remain operational? A: The seroice cabinet relocation is to be relocated with coordina�on through Brian Fya{I (206-718-6371 }. Q: For the servic:e relocation where is the service being #ed from and what size of c:ondu� and wire needs to be installed to the new service tocation? A: ; The service cabinet relocafion is to be relocated with c�ordination through Brian � Fyall {2Q6-718-6371). j CONCRETE RAMP DETAIL �°l c��- � '�.�-t� �t'�c V ► �Q �+•r�. �� s � ---- , : �-'—�`a` . . . .. . 4• i �� ' •�� � � � � ' ti • � °� e d y � �� i t • ` • 7.. . �• •• _r• � .- _ ' _• . l919.! CS.o c iag5 ya�� �. ��,� _ 1 �n Ct� uust�e�1 �c�l (►�,�p�hra� 5.�6�r�e �qs� ���� �lbk� T��Ca7►1 1 `a � � a� �rsk�� jp�^�'S ��� ot� �¢� R��p M �'� ^���L F �.l ti _L.. ? y '." ''�I^�i=;�4t� ' �ls I • - '�'-�- � C.'^_iSoo°o° i,:'-�'` y`�tiF ''-� "� y'--�i I T i�'; bo _�--: ' r � � y r _ � �. �__,}_.., - ~Y � � �QQO `;~ -� �' i � ��_� , 'T, 1 ~ � J `� � �.�'' ~ -{' '_ f c y � - � j q �' 1 7 1 _ =_ r' }!' �Y'�' ti+f'��'i� .. ^ ~ 'J�000 � i�,i ~;� `{� t �y- � v1�� `i. ..�.+� � a0000 ...�, _" - -� �; � �'—_ , �_k _, �` � ;r. �11'�" — y i�_ ��000 --! }: .y _•��_ ,`� � :�,� ."I` _-?=-;'. J � a -_ t - ��� � � � �" �i _ �. /► � �er�t ��._ ) 1 - I ,\ �-'- �� �� i ; � � � I � t E � EI�iIBIT B - Generai Requirements General Requirements: 0 3 pages Exhibit B - T�tle Page PARK & 4TH SfAEET PHASE TWO CITY OF BREMERTON GEIYERAL REQi7IREMENTS EDA Award No 07-OI-Q6590 General Requirements: A. Price and Payment Procedures: 1. Schedule af Values: Before 1� application for payment submrt Schedule of Values for approvai. Schedule of Value should �nclude all major work activities and include labor and materfals. 2. Progress Payment Procedures - Contractor to provide invo�ce to Brian Fyall by end of morrth, set up time for site walk through to confirm billing percentage complete. Contractor to incIude lien releases from prior month with subse�uent applicattons. 3. Certified Payrolls are ta be provided at the end of each manth. B. Administrative Requirements: 1. Project Coordinatian- General Contractor is to coordinate schedulmg, submittals, and work. General Contracror to cooi testing & inspection, utility connections, City inspechon and finaI approval. 2. Project Meeting - Weekiy construction meeting are ta be held. General Contractor to take and distribute notes. Agenda to �ndude: three week look ahead sch�ule; outstanding RF['s and submittals; status of payments; 3. Canstruction Progress Schedute - Provide critical path schedule shawing major activities and milesdones. Update schedule if critical path work is behind my more than 2 weeks. 4. Communications - Address all RFI's and Submittal to Brian Fyall. RFi's to be numbered consecative, assume two week turn around for all RFI's. 5. Submittal procedure - Provide shop drawings and subautt�ls as required by Contract Documents, grovide 6 hard copies of drawings aztd 3 hard copies of product information. Where submittal is design-build prnvide eng�neered stamped drawing by registered engineer in the State of Washington. C. Quallty Requirernents 1. Regulator Requirernents - Contractor to comply will laws, ordinances, rules, regulations as required by City of Bremerton and the State of Washington in the construction of the noted project 2. Quality Controi - General Contractor to maint�in quality control over suppliers, manuCactwers, products, services, site conditions and worl�ianship bo produce specified quality. 3. Testing and inspection - Owner will contract for special i�specdon services for geotech and construction testing and inspection General Contractor is to caordmate inspection times directly with inspecpon agency. D. Temporary Facilities and Controls 1. Temporary utilities - General Contractor is respansible for all required temporary utitities (electricai, telephane, water, sewer and storm run of�} Page i of 3 �,� �j PARK & 4'i'� STREET PHASE TWO CITX OF BREMERTOAI GENERAL REQUIREMENTS EDA Award No 07-01-06590 2. Field offices - General Con� shall provide temporary field offires and sheds are required to complete construction 3. Vehicular and pedestrian traffic control - Provide safe and expeditious movement of vehicular and pedestrian traffic on adjacent streets, alley and sidewalks. Pay for Cifiy uses fees as required by City. , 4. Temporary barriers and enclasures - Furnish, install and maintain suirabie security fencing and other pratective and sheltering devices as required to complete the work � 5. Security - Protect premises from entry by unauthorized persons. Protect completed worl�, stored product and construction equipment from theft and vandalism 6. Temporary controls - Provide and maintain controls using methods, equipment and temporary canstruction to protect site and related areas from: air, water and soil poltution; waste generation; other irr�tating and harmful activities. Keep adjacent sites clean and free of debris. 7. Safety - Camply with State of Washington and City of Bremerton safety laws and requirements. 8. Naise control - take reasonable measures m suppress noise from work o � E. Product Requirements 1. Product storage & handling - Producis, materials and equipment incorporated into the work shall be new wnless otherwise noted. Provide for protection of all products, materials and eqnipment stored an site or offsrte. F. Execution and Closeout Requirements 1. Fie1d engineering - Pmvide field engineering sunrey services to ensure there are no encroachments on adjacent properties. 2. Protection of adjacent construction - protect all existing properties from work under this contract 3. Cutting and patctting - General Contractor is responsible for cutting, fitting and patching as reyuired to complete the work 4. Construction waste management & disposal - Pro�ect is not LEED certified, however final waste generation performance goals are 959�o for salvage / recycie. S. �naI cleaning - At completion all areas must be c�eaned and ready for accupancy / use as intended. 6. Closeout procedures - GeneraI Contractor to notify Owner when projert is ready for inspection and punch list GC to provtde to Owrier their own pre-punch Ilst and outstanding items [i.e. final clean, operation and mai�nance data, warranty). 7. Operation and maintenance data - At completion of job and prior to release of retenfiion General Contractor to provide operation and maintenance manuais for projec� 8. Warranhes - See contract for warranty language and duration. Page 2 of 3 ���'� � PARK & 4TH STREET PHASE T�NO CITY OF BREMERTON GENERAL REQUIREMENTS EDA Award No 07-01-06590 9. Pro�ect Record Documents - Provide recard set of all drawings with noted changes. Provide final Change Order and contract madifications. Design build as- � builfis. i ,f i � f � i � i I � � � i � I � I ! a Page 3 of 3 � � ���� `y°� i I � , BXHiBIT C - EDA requirements EDA requiremeats: o Notice of Requirements far Af�rmative Action to Ensure Equal Employment Opportunity o EDA Lobbying Restrichons o EDA Contracting Provisions for Construction Projects o Davis Bacon Washington 1Nage Rates for Kitsap County lwww.wdot.�vl,. Exhibit C - EDA Requirements � i wasmmvGTOrr Area Covered — Clallam, Grays Harbor, Island, Jefferson, Kitsap, Lewis, Mason, Pacific, San Juan, Skagit, Thurston and Whatcom Counties Go�ls and Tunetables Timetable Goals for minoriry participation in each trade (Perce�) Goals for female participatian in each trade �) i i i i � � Until fzu ther notice 6.1 6.9 Any questions that bidders may have on complying with these bid conditions should be directed to the following agency: U.S. Depaztment of Labor ESA - OFCCP Area Office 11113`� Avenue Seattle, Washington 98101 3212 (206) 398-8022 ; � � , ! � EXHIBTT C EDA AWARD No. 07-0I-06590 NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL EMPLOYMENT OPPORZ'UNITY (EXECUTIVE ORDER 1124� 1. The Offeror's or Bidder's attention is called to the "Equal Opportwuty Clause" and the "Standard Federal Equal Employment Opportunity Construction Contra,ct Specifications" set forth herein. 2, The goals and timetables for minority and female participation, expressed in per�entage terms for the Contractots aggregate workforce in each trade on all consh�uction work in the cover�d area, are indicated in Attachment A. These goals are applicable to all Contractor's construction work (whether or not it is Federal or federally assist�) performed ia the covered area. The Contcactar's compliance with the Executive Order and the regulations in 41 CFR Part 60-4 shall be bas�d on rts implementation of the Equal Opportunity Clause, specific affumahve action obLgations requurcd by the specifications se�t forth in 41 CFR 60-4.3(a), and its efforts to meet the goals established for the geographical area where the contract res�lting from this solicitation is to be performed The hours of minority and female employment aad training must be substantially unifrnm throughout the Iength of the contra.ct, and 'm each t�rade, and the contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Coatractflr or from pmject to pro�ect for the sole purpose of ineeting the Contractor's goals shall be a violation of the contract, the Execuhve Order and the regularions in 41 CFR Part 60-4. Compliance with #he goals will be measured agaiwst the total work hours performed. 3. The Contractor shall pmvide written notification to the Director of the Office of Federal Contract Compliance Programs within 10 worlcing days of aw�rrd of any construction subcontract iun excess of $10,000 at azry tier for construction work under the conhact resulting from this solicitahon The notification sha111ist the narne, address and telephone nwnber of the subcon- tractor, employer identificaiion mimber, e.4timated dollar amount of the subcontract; estimated starting and compietion dates of the subcontract; and the geographical area in which the contr�ct is ta be performed. EXE�TT C EDA AWARD No. 07-01-06590 CERTtFICATION RE(}ARDINC� LOBBYII+Tt� rThis Cectif cation is required p�usuant to 3I U.S.C.135� Cert�£tc�on for Contcac�s. Crrants. I,aans and t'�ve A� Tha unde�signed oertiSes. to the best of iiis or h� lmowledge and belie� tLa� (1) No Fedciat a�iatect 5un�ds have been paid � will be paid, by ar an bed�lf of tt�o u�signed, to �Y ���g ��g to influe�e aa officer � employee ofaay ageac�+, aMember of Congresa, an officer orempioyee of Congcess, or aa emplayee ofa Membe� of Cong�esa in ooao�tia� with the awsrd�ng of any Fede�al oam�t, the mal�a� of a�► Fedecai �aat, ttte mataug of any Federal �, ��� of anY co�ve �ream�t. and the e�tbm�sion, c�o�on ra�wal, �, or modification of aay Federai oontc�, g�aiu; loaa, or o�rive �t, (2) If eay f�ads othar then Feflerat app�r�pnated fimds have been paid or will lx paid to s�r pes�on for inSuencing or a�e�pting to intMenoe an officer or eao�piayee of anY a�en�y, a Menober of Cong�ress, an o�Cea or employea ofCa�gresa, oram m�ptayee of a Member of Con�t�ss ia � with t�is Fode�al vo�tra� 8cant,l,oan. c� coopecahve ag�ent, the und�g,ned sball ca�nplc�e mtd snb�mt Standard Fam LLL, `�sclos�u�e af Lobbymg Activ,iaes," ia acvo�ance witte � instructions. C3) The �md�i8�ed sLall requice d�at tha language of this c�ficafion be included in the awmod docum�s gor au sal�awards at au tieas C�aciud�ns s� �. a�ma coat�cls �der grau�s, t�ns, amd cooperanve agi�) amd that atl subrecipierts sha[1 c,�ify amd disd�e acc�o�dingly. This �n is a maba�iat �Bon of fect opon wluch:eliance w� placed whea tms �� wag made a� � iato. Subm�ss�a� of tLi9 c8rtificatioa �s a prereq�eisite f� meking or eu�ing i�n this tisasaction impo�ed by section 1352, tifle 31, U.3. Code. Any p�n who �S m file the �quired ce�utifica�on sLall be sabject to a civil pe�ahy of �ot Iess than $10,000 and nat mn�e than $1�,000 for eac& snch �are. �t�ent � I.oan Quarenbees and I.oea las�ranae The � stabes, to the best of Lis or her �uwledge and belte� tLaz: If a�► fu�ds Imve he� pacd c� wt�l be p�id 6� any person for ia8u�cing ��tuqg fio inSue� an otficar az emuplayee of aaY �acY, a Member of Con� an officer or �loyee of Congc�, a� an e�mplayee of a Member of Cong�ess in canme�on with this camaaaitmaat pmvidng for the United States to insure or guacantee a loaq tha a�dassi�oed s1�U compl�e and submit �d Fo�m-I.i.L, "Disciosaie of Lobbymg Activities, in a�e with ns i��ons. Submissiem of 9us s�ent is a pre�equisite far maki� � e�g i�u th�s �oa imposod bY � 1352, aflo 31, U 3. C�e. Any persa�u who fails co file the re�uic+od � shall be sabjecc to a civil p�lty of not less thaa $1Q000 and not atore thaa $I00,000 for each sach fa�ure. a7• ot- �i�OWb L��, \ � ORGA'MZATiON NAME qWARp NUMBER DISCLASURE OF LOBBYING ACTNiflE3 � °A"a Co�lete ttds tbrm 6o d� lobhy�g ac�ies p�est�ant b 31 U.S.G 1352 {See re� tot p�tc � d�) 1. 'Iype of feal� AWan: 2. � oT ��: 3. Report'ly� a oonh�d a. bldtoRedapp��on a�[al fi8ng Q � � � � u#Md a�rd � � b� mab�al �ar�e d toe�t G D�-�d � A� Cfm� Only: e toan �tDae Y� 4��� t beu r�ca dale a� lest rep�t 4. Name and Address o! Repat�g � S M R�ng Utqt,y � t�. 4 is Su�awa�dee. EI�Eer N�aa and ❑ Pr(me ❑ Subawatdee Ad�essotP�Grt� Tier �, dJo� Co�+e�Eonal Distrle� �M►aa�r Con�la� Ws� �famw�: e. Federat D�rtrna�Age�y: 7. Federai P�ogeam Nano�lpflot� CFDA � �app�cabte: 8. Federal Aetlao Nm�er, !flhw�rir 9. Award Anro�, �Ivtowv�: 10. 8. ltame mM Add�ss of Lob6y(og 6�► b. tn� Pet�aamLig �rviees {b1�u�tg ad�eas (l ea (l�thdl�idu8�, la8trrm►ie. Srst�eb �' �huJ»IYa t0$1 f�tnm�►� thstname: M¢ lam� � srm�fel sr•u�,0. a 11. Netowqta?Paytae�(�a�that�• 18. 'IyrpeofPaya�eat(diedte9�et�plyJ 0 aduai O p�ed ❑ a. reMa�ner ❑ 0. one-Ume 1�ee 12. Farm of Paynren! (diedt � Cmt ap�(y). ❑ a comtM�on p a caeh 0 d. canm�ent t� ❑ b. in�d. sPeaM �ture ❑ e. deterr�sd v� ❑ t ot�c; �r 74. srEet oasalpqon a� servtoes P�d ar to be Pe�amed sad Dabe(a) ot S�vla� (�Cdh� ot�ceK�. �n�sA o► �(s} oor�d, flor P� 6�ed In IEem 1!: faR�ah �ntmu�n S� sRtlt� a�M tS c.ontr�n sAeeqs) sRUt�A � Q Yes p No 18. mfaa�On re�Eaa �a�gn Ws tm�a h aWteamee bs floa 3t u.S.C. aaalan 1SSL 71io�dmiaedloEhytriga�tNFSOmeQe�iep�ootlhatWm � thlUtll reC�00 atBt Plaeoa hy 9�a tlY elws elAleo 11� tra�eB�a�es nads w � la� TNs �e b ro�u4ed qusumit m 31 YS.Q 1�. 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The new section is exglaia�ed in the oommaa� tate,l5 CFR Patt 28 (SS Ftr 6736-6748, Z/26/90). Bach biddeedapplicant/recipient of tbia contract, subco�cact, or subecant and �tn� ���Y l��bited fram using Fede�l fuuds for Iobbying the F.xexutive or Legislativa Braacl�es of the Fedsral Goveanm�ent in c�nnsction with this Avv�d. Co�act C�se Threshold This Co�tcact Clause regarding lobbying must 6a included 'm each applic�tton for a subgrant and in eacL irid £or a c�attact or subcvatract ex�eding $100,000 of Federal fnnds at any tier uader the Federal Awffid. CerGficatiQq and Disciosure Ead► applic�mt/recipiant of a sub�cant and �ch biddedapplicant/recipieat of a contract ar subco�cact egceeding $100,00� of Federai f�ds at any tier under the Fed�eral Award mnst fite a "Certificabion Regarding Lubbying" and, if applicable, Standard Form-LLL, °Disclosure of Lobbying Activi6es�" rega�ding tlte nse of any nonfedeaal flmds for Lobbying. Certifications sbaU be �ined by the next bigher ti�a. All disclos�u+e forms, howewer, shall be forwa:ded from tiea to ti� tmtit received by the Recipiea�t of the Federal Award {grant)� whu shall fvrward all discics�me forno9 to the Federal agency. Continiaute Dixlosure Re,aui��aent Each sub�cantoe, c�a�ractor, or subcontractor d�at is subject to the G�tific�tion and Di�lflsime provisian of t�is Contract Claase is r�quired to fite a disclosura form at tice eatd of each caleadar quarb� in wbich there oc�aus a�► eve�t that requires disclosure or that matetially affects the acc�racy of the �f��on co�aiaed in any diaclosiu+e faim previously filed by such peason. Discl�e fornas shall be forwarded fc�om tier to tier u�til received by tite R�ipie� of tha Federal Award (gcant� who s}eall forward all disclos�u�e fatme to the Federal agency. Indian Tn�es. Tnb�l Org��ataa�s. or Oth�r �ndian Or�izations Indisn �t'bes, tnbal organizations, or any other Indiaa organizations, inclnd�iag Alaskan ATative organizatiaa�s, are e�ccluded fmm the above lobbying restnctions and rapor�g r�um�ments, birt only with respect to � tbat are by such tri�es ar organizations �or Iobbying actavitiea p�rmitbad try oii�er Fedeisi law. Aa Indian tribe a� organization t�at is �g an exclusion fiom C$rt�catioa and Disclosu�a req�ts mvstprovide (preferably in aa attomey's oPiaion) 8DA with tha cifatian of the prc�vision or pmvisions of $� law upon which it �eliea bo conduc� lobiyyiug activities that waild od�rwise be snbject to tbe prnhibitions in and �o the C�ion ar►d Discloaiue reqmr�msnts of sectiaa� 3I9 of Public Law No.101-121. No�ee, also, �at a�n �ndisn �, cam�c0or, or suboamtrador under aa awazd (�cant) to an Indian trt'be, for �aanaple, is �bja;t to dte re�ricti�s and �porting reqtrirements. ��c,��°�' G U. S. DEPART'MENT OF CUMMERCE ECONOMIC DEVELOPMENT ADNIlNISTRATIOI�T EDA CONTRA►CTING PROVISIQNS FOR CONSTRUCTION PROJECTS These EDA Contracting Provisions for Construction Projects (EDA Contracting Provisions) are intended for use by recipients receiving federal assistannce from the U. S. Department of Commerce - Econamic Development Adminis�tration (EDA). They contain provisions specific to EDA and other federai provisions not normally found in non federal contract doc�rmeirts. The requirements contained herein must be incorporated into all construction conhacts and subcontcacts fimded wholly or in part with federal assistance from EDA. Economic Development Administrahon Contracting Provisians fa� Consuuct�on Projects ��11�` �°i TasLE oF co�rrrs 1. 2. 3. 4. S. 6 7. 8. 9. ia. l l. 12. 13. 14. 15. l6. 17. 1 S. 19. 20. 2I. 22. 23. 24. 25. 26. 27. 28. Definitions Applicability Federally Requit+ed Contract Provisions Required Provisions Deemed Inserted ' Inspection by EDA Representatives Examinahon and Re�tecttion of Contractor's Records Constrnchon Schedeile and Periodic Estimates Contractor's Tide to Matenal Inspection and Testing of Maberials "OR EQUAL" Clause Patent Fees and Royalties Cla.ims for Extra Costs Contractor's and Subcontractor's Insurance Contract Security Bonds Labor Standards - Davis-Bacon and Rela�ed Acts Labor Standards - Contract Work Hours and Safety Standaz+ds Act Equal Employment Opportunity Contracting with Small, Minority and Women's Businesses Health, Safety and Accideat Prevention Conflict of Interest and Otlter Prohibited Interests New Restrictions on Lobbying Historical and Archaeological Data Pc+eservation Clean Air and Water Use of L,ead Based Paints on Residential Struchurs Energy Efficiency Enviranmental Requiremeats Debazment, Suspension, Inetigbility and Voluntary Exclusions EDA Froject Sign Economic Development Administration Contracting Proeisions for Construction Pro1ec� �+-G � �'C' � , i � i � � ; � � ; � � , : 1. Agreement — The written instiument that is evidence of the agreement between the Owner and the Contractor overseeing the Work. Architect/Engineer - The person or other eirtity engaged by the Recipient to perform azchiteclural, engineering, de.�ign, and other services related to the work as provided for ia the co�ract. Contract — The entire and integtated written agreement between the 4wner and the Coatractor concerning the Work. The Contract supersedes pnor negotiations, representations, or agreements, whether written or oral. Contract Documents — Those items so designated in the Agreement. Only print� or hazd c�pies of the items listed in the Agreement are Contract Documents. Contractor — The indivitdual or entity with whom the Owner has entered into the Agreement. , Drawings or Plmis — That part of the Contract Docutnents prepazed or approved by the Arclutect/Engineer that graphically shows the scope, extent, and charactet of the Work to be performed by the Contractor. EDA - The United States of America acting thmugh the Economic Development Administration of the U.S. Depa�rbment of Commerce or �y other peerson d�esignated to act on its behalf. EDA has agreed to provide financial assistance to the Owner, which include�s assistance in financing the Work to be performed under this Co�ract Notwithstanding EDA's role, nothing in this Contract shall be construed to create �y contcactuai relationship between the Contra.ctor and EDA. Owner — The individual or entity with whom the Contcactor has entered into the Agreement and for whom the Work is to be performed. Project — The total canst�vction of which the Work to be performed under the Contract Documents may be the whole, or a gart. Recipient - An entity receiving Federal financial assistance from EDA, iacluding any EDA- approved successor to the entity. Specifications — That part of the Contract Documents consisting of written requiremer►ts for nnat�erials, equipment, systems, standards, and workmanship as applied to the Work, and certain administrative requirements and proced�al matters applicable thereto. Subcontractor — An individual or entity having direct contract with the Contractor or with any other Subconiractor for the performance of a part of the Work at the Site. Economic Devetopmettt Adminis�tion Contractuig Rvvisions for Conshuction Proj�ts �k�'���' G Work — The entire conshvction or the variovs separately identifiable parts thereof requu+ed #o be provided under the Conhact Documents. Work includes and is the resuit of performing or providing all labor, services, and documentation n�essary to produce such construction aud furnishing, installing, and incorporating all materials and equipment into such conshvction, all as required by the Contract Documents. 2. A►PPLICABILITY The Project to wluch the construction work covered by this Co�xact pertains is being assisted by the United Sta.tes of America thmugh federai assistance provided by the U.S. Department of Commerce - Economic Development Administration (EDA). Neither EDA, nor any of its departments, e�ities, or employees is a party to this Contract. The following EDA Conh�acting Provisions are included in this Contract and all subcontracts or related instr�ments pursuant to the provisions applicable ta such faieral ass�tance from EDA. 3. FEDERALLY REOUIRED CONTRACT PROVISIONS (a) Administrative, contractual, or legai rem�i.es in u�stances where contractors violate or breach contra,ct terms, and provide for such sanctions and penaities as may be appropriate (Contr� more than the simplified acquisition threshold - currentty fixed act $100,000. See 41 U.S.C. 4U3(11}). (b) Termination for cause and for convenience by the Recipient incluuiing the manner by which it will be effected and the basis for settlement (all contracts in excess of $10,000). (c) Compliance with Executive Order 11246 of September 24,1965, Equal Employment Opportunity, as amended by Executive Order 11375 of October 13,1967 and as supplemented by Department of Labor regulations at 41 C.F.R. chapter 60 (applicable to all constructian contracts awarded in excess of $10,000 by recipients of federal assistance and their coniractors or subrecipients}. (d} Compliance with the Copeland "Anti-Kickback" Act (18 U.S.C. § 874) as supplemented by Department of Labor regulations at 29 C.F.R part 3(all contracts and subgrants for construction or repair). (e) Compliance with the Davis-Bac�n Act (40 U.S.C. § 3145) as supplemented by Departmern of Labor regutations at 29 C.F.R psrt 5(const�uction contracts in excess of $2,000 awarded by Recipients amd subrecipients). { fl Compliance wittt sections 103 and 1 Q7 of the Contract Work Hours and Safety Standards Act (40 U.S.C. §§ 327-33d) as seipplemented by Depazt�nent of Labor regulations at 29 C.F.R. part S. (consbniction contracts awarded by Recipients and subrecipients in excess of $2,OQ0, and in excess of $2,500 for other contracts which involve the employment of inechanics or taborers) {g) EDA requirements and regulations pertaining to reporting. Economic Developme�nt Admmist�ation Coniracting Provisions for Canstruction Pmjects ��� �T � (h) EDA requirements and regulations pertaining to patent rights with respect to any discovery or invention which arises or is developed in the course of or under such contract. (i) EDA requirem�ents and regulations pertaining to copyrights and rights in data. {j) Compliaace with a11 applicable standards, orders, or requirements issued under section 306 of the Clear Air Act (42 U.S.C. § 7606), section 508 of the Clean Water Act (33 U.S.C. § 1368), Executive Order 11738, Providing for Administration of the Clean Air Act artd the Federal Water Pollution Control Act With Respect to Federal Contracts, Grants, or Loans, and Environmental Protection Agency regulatioits at 48 C.F.R part IS (applicable to contracts, subcontracts, and subgrants of amounts in excess of $100,000). 4. REQUIRED PROVISiONS DEEMED INSERTED Each and every provision of law and claz�se required by law to be inserted in ttuis contract shall be deemai to be inserted herein and the contract shatl be read and enfor�ed as though it were included herein, and if through mistake or othervvise any such provision is not inserted, or is not correctly insert�d, then upon the applicahon of eithez party the contraa�ctt shall forthwi#h be physically amended tfl make such insertion of cornection. 5. INSPECTION BY EDA REPRESENTATIVES The authorized representatives and agents of EDA shall be permitted to inspect all work, materials, payrolls, persflnnel records, invoice,s of materials, and other relevant data and records 6. EXAiVIINATION AND RETENTION OF CONTRACTUR'S RECORDS (a) The Owner, EDA, or the Comptroller General of the Unit� States, or any of their duly authonzed representatives s�all, generally until ttunee years after final payment imder this crontract, have acr,�ss to and the right to examine any of the Contcactor's directly pertinent books, documents, papers, or other records involving transa.ctions rela�ed to this co�cact for the purpose of making audit, examinaxion, excerpts, and transcriptions. (b} The Contractor agress to include in first tier subcontracts under this contract a clause substantially the same as paragraph (a) above. "Subcontract," as used in this clause, excludes purchase orders that do not exceed $10,U40. (c) The periods of access and examination in paragraphs (a) and (b} above for records relating to (1) appeals under the disputes clause of this contract, (2) litigation or settlemern of claims azising from the performance of this cont�act, or (3} costs and expenses of this contract to which the Owner, EDA, or Comptroller Generai or any of their duly authorized repr�sentatives has taken exception shall continue until disposition of such appeals, litigation, claims, or exceptions. Economic Development Admuustration Condading Prov�sions 6nr Coffihuction Projects ��� �" G 7. CONSTRUCTiON SCHEDULE AND PERIODIC ESTIlVIATES Imcnediately after exe�ution and delivery of the contract, and before the first partiai payment is made, the Contractor shall deliver to the Owner an estimaxed construction progress schedule in a form satisfactory to the 4wner, showing the proposed dates of commencement and completion of each of the various subdivisions of work required under the Contract Documents and the anticipated amount of each monthly payment that will b�ome due to the Contractar in accordance with the progress schedule. The Contractor atso shall furnish the Owner (a) a detailed estunate giving a complete breakdown of the comract price and (b) periodic itemized estimates of work done for the purpose of making paztial payments thereon. The costs employed in making up any of these schedules will be us�d only to determi.ne the basis of partial payments and will not be considered as fixing a basis for additions to or deductions from the contract price. 8. CONTRACTOR'S TITLE TO MATERIAL No materials, supplies, or equipment for the work sha1l be pwchased by the Contractor or by any subcontra,ctor that is subject to any chaitet mortgage or under a conditional sale contract or other agreemeirt by wluch an interest is retained by the seller. The Contractor wazrants and guarantces that he/she has good title to all work, materiaLs, aad equipment used by himJher in the Work, fi�ee and clear of atl liens, claims, or encumbrances. 9. INSPECTION AND TESTING OF MATF� All materials and equipment used in the completioa of the Work shall be subject to adequate inspection and testing in accflrdance writh accepted standards. The laboratory or inspection agency shall be selected by the Owner. Materials of construction, particuiarly those upon wluch the strength and durability of any struch�re may depend, shall be subj ect to inspe�tion and testing to establish conformance with specifications aad suitability for intended uses. 10. KOR EOUAL" CLAUSE Whenever a materiat, azticle, or piece of equipment is identified in the Contract Documents by reference to manufact�uers' or vend�ors' names, trade natnes, catatogue aumbers, etc., it is intended merely to establish a staadard. Any material, article, or eqmpment of other manufacturers and vendors that will perform adequately the duties imposed by the general design will be considered �ually acceptable provided the mat,erial, article, or eqwpme� so proposed is, in the opinion of the Architect/Engineer, of equal substance and fimction However, such substitution material, article, or equipment shall not be ptu�chased or installed by the Contractor without t�►e Architect/Engineer's written approval. 11. PATENT FEES A1�TD ROYAI.TIES (a) Contcactor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work ar the incorporation in the Work of any invention, design, process, product, or device that is the subject of patent rights or copyrights held by others. If a gatticulaz inve�ion, design, pmcess, product, or device is specified in the Contract Documents for use in Economic Development Adm�isfcation Contracting Provisions for Camstruchon Projecxs � G the performance of the Work and if, to the actual knowledge of Owner or Engineer, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the exisbence of such rights shall be disclosed by the �wwner in the Co�act Documents. (b) To the fullest extent permitted by Laws �d Reguiations, the Cantractor shall indemnify and hold harmless the Owner and the Architect/Engineer, and the officers, dirre��tors, Partners, employees, agents, consultants, and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charge.s of engineers, architects, attorneys, and other professionals and all court or azbitration or other dispute resolution costs} a�nsing out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorpora�ion in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 12. CLAIMS FOR EXTRA COSTS No claims for extra work or cost shall be allowed tmless the same was done in pursuance of a written order from the Architect/Engineer approv� by the Owner. 13. CONTRACTORS AND SUBCONTRACTORS INSURA►NCE (a) The Contractor shall not coznmence work under ttus Contract until #he Contractor has obtained all insurauce reasonably required by the Owner, nor shall the Cornractor allow any subcontractor to commence work on his/her subcontract until the insurance required of the subcontractor has been so obtained and approved. (b} Types of insurance nornially requireci aze: (1} Workmen's Compensation (2) Contractor's Public Liability and Property Damage (3) Contracto�'s Vehicle Liability (4) Subcontractors Public Liability, Property Damage and Vehicle Liability (5) Builder's Risk (Fire and Extended Coverage) (c) Scope of Insarance and Special Hazards: The ����nce obtained, which is described above, shall provide a�uate pmtection for the Contra�ctor and hislher subcontractors, respectively, against damage claims that may arise from operations uac�er this contract, whether such opera�ions be by the insured or by au�►one directly or indirectly employed by him/her and also against any of the special hazards that may be encountered in the perfornaance of this Contrack (d) Proof of Carrisge of Insurance: The Contractor shall furnish the Owner with certificates showing tbe type, amount, class of operations covered, effective date.s, and dates of expiration of applicable insurance policies. Eouaomic Development Adnunishation Contracting Provisions for Constcuction Projects ��-��iT G 14. CONTRACT SECURITY BONDS � {a) If the amount of this Contract exceeds $100,000, the Contractor shall fumish a performance bond in an amo�mt at least equal to one hundred percent (100%} of the Contract price as security for the faithful performance of this Contract and aLso a payment bond in an amount equal to one hundred percent (100%} of the Contract price or in. a penat sum not less than ihat prescribed by State, Territorial, or local iaw, as security for the payment of all persons performing labor on the Work under this Contract and furnishing materials i� connection with this Contcact. The perforn�ance bond and the payment bond may be in one or in separate u�strumeats in aacordance with local law. Before final acc�p�tance, each bond must be appmved by EDA. If the amount of this Contract does not exceed $100,000, the Owner shall specify the unount of the payment sud performance bonds. (b) All boads shall be in the form prescribed by the Contract Documents except as otherwise provided in applicable laws or regulations, and sha11 be executed by such sureties as are named in the cun�ent list of Com�anies Holding Certrfrcates ofAuthorfty as Acceptable Sureties on Federal Bonds and as Acceptable Reirrsuring Companies as published in Treasury Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. Atl boads signed by an agent must be accompanied by a certified copy of the agent's authority to act. Surety companies executing the bonds must also be authorizad to transact business in the stats where the Work is located. 15. LABOR STANDARDS - DAVIS�BACON AND RELA,TED ACTS {as requu�i by section 601 of PWEDA) (a) Minimum Wages (1) All laborers and mechanics employed or working upon the site of the Work in the conshuction or development of the Projec2 will be paid unconditionally aad not less often tban once a week, and without subsequent deduction or rebate on any account (except such payratl deductions as are permitted by regt�lations issuecl by the Secretary of Labor uader the Copeland Act at 29 C.F.R part 3, the full amount of wages and bona fide fringe benefits (or cash equivalents thereo fl due at the time of payment computed at rates not Iess t�an those contained in the wage determi.nation of the Secretary of Labor, which is attached hereto and made a part hereo� regarciless of any contractual reiationship that may be alleged to elcist between the Contractor and such laborers and mechanics. Contributions made or costs reasonably aaticipated for bona fide fringe benefits under Section i{b)(2) of the Davis-Bacon Act on behalf of laborers or mechanics aze considered wages paid to su�ch laborers or mechanics, subject to the provisions of 29 C.F.R § 5.5(a)(1)(iv); also, regular contributions made or costs incurred for more than a weekly periad (but not less often than quarterly) under plans, fimds, or pmgrams, wltich cover the garticular weekly period, are deemed to be coastiuctively made or incurred during such weekly period. Such taborers and mechanics shall be paid the appmpriate wage rate and fringe benefits oa the wage determiaation for the classifica#ion of work actually performed, without regard to skill, except as provided 'm 29 C.F.R § 5.5(a)(4). Laborers or mechanics performing work ia more than o� class�fication may be compensated at the Ecanomic Development Adminishation Contracpng Pivvisions for Con�vction Projects ��bw�� G rate specified for each classiScation for the time actually worked therein, provided that the employer's payroll records accurately set forth the time spent in each classification in which work is performed. The wage det�ermination (including any additional classification and wage rates determined under 29 C�.R. § 5.5(a)(1)(ii) and the Davis- Bacon poster (WH-1321) shall be posted at all times by the c�ntractor and its subcontractors at the site of the work in a praminent aad accessible place where it can be easily seen by the workers (2) (i) Any class of laborers or mechauics to be employed under the Conhact, but not listed im the wage determination, shall be classified in conformance with the wage determination EDA shall approve an additional classification and wage rate and fringe benefit� therefore only when the following criteria have been met: {A) The work to be performed by the classification requested is not performed by a classification in the wage determi.nation; � (B) The class'ification is utilized in the area by the cflnstruction industry; and (C) T'he proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rate.s contained in the wage determination. (u� If the Contractor and the laborers and mechanics to be employed in the classificstion (if l�own), or their representatives, and EDA or its designee agr�e on the classification and wage rats ('uicluding the amount designated for fringe benefits where appropriate}, a report of the action taken shall be sent by EDA or its desiga� to the Administrator of the Wage and Hour Division, Employment Staadards Admittishazion, U.S. Department of Labor, Washington, D.C. 20210. (iii) In the event the Contractor, the laborers or mechaziics to be employed in the classification or their representatives, and EDA or its designee do not agt�ee an the proposed classific�tion and wage ra#e (iac�uding the amount designated for fringe benefit�, where appropriate), EDA or its designee shall refer the questions, including the views of all interested parties and the recommeadation of EDA or its designee, to the Administrator for determination. (iv) The wage rate (including fringe benefits where appropriate) determined pwsuaat to paragraphs (a)(2)(ii) or (ui) of this section, shall be paid to all workers perfornung work in the classification under this co�act from the first day on which work is performed in the classification. (3) Whenever the minimum wage rate prescribed ia the contract for a class of laborers or mechanics includes a friage benefit which is not expressed as an hourly rate, the Co�ractar shall eit6er �y the benefit as stated in the vv�age detetminatian or shall pay another bona fide fiinge benefit or an hourly cash equivalent thereof. Eoonomic Developme,nt Adminishation Cflntiract�ng Provisiot�s for Com�truction Projeds �����' G (4) If the Contractor dces not make payments to a trustee or vther tbird person, the Contractor may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably auticipated in pmviding bona fide fringe benefits under a plan or program, provided, that the Secretaiy of Labor has found, upon the written request of the Contractar, that the applicable standards of the Davis-Bacon Act have been met. The Secretary of Labor may require the Contractor to set aside in a separate account assets for the meeting of obligations under the plan or pragram�. (b) WitLholding EDA or its designee shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld from the Contractor under this Contract or any other federal contract with the same prime Contractor, or any other federally-assist�d contract subject to Davis-Bacon prevailing wage requirements, which is held by the same prime contra�ctor so much of the accreied payments or advances as may be considered necessary to pay laborers and mechazucs, including apprentices, hainees and helpers, employed by the Contractor or any subcontractor the full amount of wages required by the Contract. In the event of failure to pay any laborer ar mechanic, including azty apprentice, trainee or helper employ� or working on the site of the Work in the construction or development of the Project, all or part of the wag� re4uired by the Contract, EDA, ar its designee may, after written notice to the Contractor, sponsor, applicant, or owner, take such action as may be necessary to canse the suspension of any further payment, advance, or guarantee of fimds umil such violations have ceased. EDA or its designee may, after written notice to the Contractor, disbw�se such amounts withheld for and on account of the Contractor or subcontractor to the respective employees to whom they are due. The Comptroller General shall make such disbursements in the case of direct Davis-Bacon Act contracts. (c) Payrolls and basic records (1) Payrolls and basic records relating thereto shall be maintained by the Contractor durin� the course of the Work and preserved for a period of three yeazs thereafter for all laborers aad mechanics working at the site of the Work in the construction or development of the Project. Such records shall contain the nan�e, address, and social security number of each such worker, his or her con�ct classification, hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents th�ereof of the types describe�i ia section 1(6) (2) (B) of the Davis-Bacon Act), daily and weekly number of hours worked, deductions made and actual wages paid. Whenever the Secretaty of Labor has found under 29 C.F.R § 5.5(a}(lxiv) that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in pzoviding beaefits under a plan or program descn'bed in section 1(b)(2)(B} of the Davis-Bacoa Act, the Contractor shall maintain records which show that the commitment to pmvide such benefits is enforceable, the plan or program is financially responsible, and the plaa or progcam has been communicated in writing to the laborers or mechanics a�ected, and provide records that show the costs anticipated or the actual cost incurr� in providing such benefits. Contractors employing apprentices or trainees under approved programs shall maintain written evidence of the registrat�on of Economic Development Administration Comracdng Provisions for Construcdon Projects ��'�J I� (�/ apprenticeship programs and certification of trainee programs, the registration of the apprentices and tra'snees, and the ratios and wage rates prescribed in the applicable P��• (2) (i) For each week in which Contrdct work is performed, the Contractor sha11 submit a copy of all payrolls to the Owner for transmission to EDA or its designee. The payrolls submitted sha1l set out accurately aad completely all of the informafiioa required to be maintained under 29 C.F.R part 5.5(a)(3xi). This informa�ion may be submitted in any form desired. Optional Form WH-347 is available for this purpose. It may be purchased from the Superi.ntendent of Documents (Federal Stock Number 029-005-0Q0141), U.S. Government Printing Office, Washington, D.C. 20402; or downloaded from the U.S. Depaztment of Labor's website at www.doi.�ov/esa/forms/whd/index.htm. The pnme Contractor is responsible for the submission of copies of payrolls by atl subcontractors (ii} Each payroll submitted shall be accompanied by a"Statement of Compliance," signed by the Contra�otor or subcontractor or his or her agent who pays or supervises the payment of the persons employed under the Contract and shall certify the following: (A) That the payroll for the payroll period contains the information requued to be maintained under 29 C.F.R § 5.5(a}(3}{i) and that such information is correct and complete; (B) That each laborer or mechanic (including each helper, apprentice, and trainee) employed on the Contract during the payroU period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than peunissible deductions as set forth in 29 C.F.R pazt 3; (C} That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents far the classification of work performed, as specified in the applicable wage determination incoiporat� into the Coat�act. (iri} The we�kly submission of a pmperly executed certification set forth on the reverse side of OQtionat Farm WH-347 shall sadsfy the requir�ment for submission of the "Statement of Compliance" required by paragraph 14(c)(ii} of this section. (iv) The falsification of any of the above certifications may subject the Contractor or subcontractor to civil or criminal prosecution under section 1001 of Title 18 and section 231 of Titie 31 of the U.S. Code. (3) The Contractor vr subcontractor shall make the records required under paragraph 14(c)(1) of this section available for inspection, copying, or tcanscription by auttwri�ed representatives of EDA or its designee or the Depariment of Labor, and shali permit such representatives to interview employees during working hours on the job. If the Contractor or subcontractoz f�ils to submit the re,quired records or to make them Economic Developmert �on Co�hacting Provisions for Construction Pmjects vD^'b�� �`T� t'/ available, EDA or its designee may, after written notice to tlze Contractor or Owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 C.F.R. part 5.12. (d) Apprentices and Trainees. {1) Apprentices. Apprentices will be perniitted to work at less thau the precieter�nined rate for the work they per.formed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the U.S. Department of Labor, Employmem and Training Adminishation, Bureau of Apprenticeship an.d Training, or with a State Apprenticeship Agency recognized by the Bureau, or if a person is employed in his or her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Bureau of Apprenticeship and Training or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice. The allowable ratio of apprentices to joumeymen on the job site in any craft classification shali not be greater than the ratio permitted to the Contractor as to the entire work force under the registered program. Airy worker listed on a payrall at an apprentice wage rate who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually perforaied. In addition, azry apprentice performing work on the job site in elccess of the ratio permitted under the registered progra.m sha11 be paid not Iess than the applicable wage rate on the wage determination for the work actually performed. Where a Contractor is performing constcwction on a Project m a locality other than that in which its program is registered, the rarios and wage rates (expressed in percentages of the journeyman's hourly rate) specified in the Contractor's or subcontrac#ofs registered program shall be observed. Every apprentice must be paid at not less than the rate specified in the registered program for the appr�ntice's level of pmgress, e�ressed as a percentage of the joumeymen houtly rate spe�ified in the applicable wage determination Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the apprentic.eshiP ProBram does not specify fiiage benefits, apprentices must be paid the full amount of fringe benefits listed an the wage detennination for the applicable cl.assification. If �he Administrator determines that a differem practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that detelminaxion. In the event the Bureau of Apprenticeship and Trainiag, or a State Apprentice.ship Agency reco�nired by the Bureau, witl�draws approval of an apprentic.eship program, the Contractor will no longer be pennitted to utilize apprentices at less than the applicable predetermiued rate for the work perfoimed wrtil an acceptable program is approved (2) Trainees. Except as pmvided in 29 C.F.R. § 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a pmgram that has received prior approval, evidenced by formal certification by the U.S. Department of Labor, Employment and Economic Development Adminish�on Contracting Provisions for Const�uction Projects �bH�� �T' G Training Adminisbration. The ratio of tiainces to journeymen on the job site shail not be grea#er tttan permitted under the plan approved by the Employment and Training Administration. Every �rainee must be paid at not less than the rate specified in the approved program for the trainee's level of progress, expressed as a percentage of the journeyman's hourly rate specified in the applicable wage detemzination Trainees shall be paid fiinge benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the fiill amount of fringe benefits list� on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship pmgram associated with the correspondiag journeyman wage rate on the wage detsrmination which provides for less than full fringe benefits for apprentices. Any employee listed on the payroll at a trainee rate who is not registered and participating in a traini�ng plan approved by the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any trainee performing work on the job site in excess of the ratio permitted uader the registered program sh�ll be paid not less than the applicable wage rate on the wage deternnination for the wortc actually performed In the evenit the Employment and Training Adminisbration withdraws approval of a training program, the Contractor will no longer be permit#ed to utilize hainees at less than the appticable predeternained rate for the work perform.ed until an acceptable program is approved. (3) Equal employment opportunity. The utilization of apprentices, trainees and journeymea under this part shall be in conformity with the e�ual employment opporhna�ity requiremeuts of Executive Order 11246, Equal Employment Opporturiity, as aznended, and 29 C.F.R part 30. (e) Compliance with Copeland Anti-Kickback Act Reqairements. The Contractor shall comply with the Copeland Anti-Kickback Act (18 U.S.C. § 874 and 40 U.S.C. § 276(c)} as supplemented by Department of Labor regulations (29 C.F.R. part 3, "Contractors and Subcontractors on Public Buildings or Public Works Financed in Whole or in Part by Loans or Grants of the United States"}. The Act provides that the Contraator and any subcontractors shall be prohibited from inducing, by any means, any person employed in the construction, completion, or repair of public facilities, to give up any part of the compensation to which they are otherwise entifled. The Owner shall report all suspected or reported violations to EDA. (� Subcontracts The Contractor and any subcontractors will insert in any subcomracts the clauses contained in 29 C.F.R §§ 5.5(a)(1) through (10) and such oiher clauses as EDA or its designe,e may require, and also a cla�se requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime Contraetor shall be responstble for the compliance by any subcontractor or lower tier subcontra�ctor with all the contract clauses in 29 C.F.R part 5.5. (g) Contract termiaation; debarment. The breach of the contract clauses in 29 C.F.R part S.S may be grounds for teimination of the contract, and for debazment as a Contractor and a subcontractor as provided in 29 C.F.R § 5.12. Eooaomic Develapmeat Admini�rahon Confi�g Prnv�sions Eor Constr�cction Projects �►�F-1,� �,"'�' � (h} Compliance with Davis-Bacon �nd Rciated Ac! Requirements. All rulings and in�terpretations of the Davis-Bacon and Related Acts coatained in 29 C.F.R parts 1, 3, and 5 are herein incorporated by reference in this contract. (i} Disputes concerning Iabor standards. Disputes arising out of the labor standards provisions of this Contract shall not be subject to the general disputes clause of this ContracL Such disputes shall be resolved in accordance with the procedures of the Department of Labor set forth in 29 C.F.R parts 5, 6, and 7. Disputes within the meaning of this clause include disputes betweett the contra,ctor (or any of its subcontractors) and EDA or its designee, the U.S. Department of Labor, or the employees or their representaLives. (j) Certification of Eligibility. (1)By entering irno this Contc�act, the Contractor certifies that neither it nor any person or firm that has an interest in the Cantractor's firm is a person or firm ineligi�le to be awazded Government contra�ts by virtue of section 3(a) of the Davis-Bacon Act or 29 C.F.R § 5.12(a)(1). (2) No part of this Contract slnall be subcontracted to any person or firm ineligible for award of a Govemment contract by viriue of section 3(a) of the Davis-Bacon Act or 29 C.F.R § 5.12(a)(1). (3) The penalty for making false statements is prescn�bed in the U.S. Criminal Code, 18 U.S.C. § 1001. 16. LABOR STANDARDS - CONTRACT WORK HOURS AND SAFETY STANDARDS ACT As used in this paragraph, the terms "laborers" and "mechanics" include watchmen and guards. (a) Overtime req�airemeats. No Contraator or subcontractor contracting for any part of the Contract work, which may require or involve the employment of laborers or mechanics, shall require or peimit any such labarer or m�hanic in azry worlcweek in which that person is employed on such work to work ict excess of foriy hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one snd one-half times the basic rate of pay for all hours worked in excess of forty hours in such workweek. (b) Violation; liability for unpaid wages, liquidated damages. In the event of any violation of the clause s$t forth in paragraph (a) of this section, the Contractor and any subcontractor responsible therefore shaU be liable for the uupaid wages. In addition, such Contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territary), for liquidated damages. Such liquidate� damages shail be computed with respect to e�ach individual Iaborer or mechanic, including watchmen and guards, emplayed in violation of the clause set forth in paragraph (a) of this section, in the svm of $14 for each calendar day on which such individaal was r�uired or Economic Development Admmistratioa Contracdng Provisions for Construction Projects �"�'��l� �/ gernutted to work in excess of the standard workweek of forty hours without payment of the overcime wages required by the clause set forth in parag�raph (a) of tius section. {c) Withholding for anpaid wages and liquidated damages. EDA or its designee shall upon i#s own action or upon written request of an authorized representative of the Depariment of Labor withhold or cause to be withhetd, from any monies payable on account of work performed by the Contractor or subcontractor under any such Contract or any other federal contract with the same prime Contractor, or azry other federally-assisted contract subject to the Contrarct Work Hours and Safery Standards Act, which �s held by the same prime C�ntractor such smns as may � deternuned to be necessary to satisfy any liabilities of snch Coniractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph (b} of this section (� Subcontracts. The Contractor or subcontractor shall insert in any subcontracts the clauses set forth in paragraphs (a) through {c) of this section and also a clause zequiring the subcontractors to include these clauses in any lower tier subcontracts. The prime Contractor shali be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in paragiaphs (a} through (c) of this section. 17. EOUAL EMPLOYMENT OPPORTUNITY (a} The Recipient hereby agrees that it will incorporate or cause to be incorporated into any contract for constcv.ction work, or modification the�rreof, as defined in the regulations of the Secretary of Labor at 41 C.F.R chapter 60, which is paid for in whole or in part with funds obtained from EDA, the following equal oppofiu►ity clause: During the performance of this contract, the Coatractor agrees as follows: (1} The Contractor will not discrimiinate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The Contractar will take affu�mative action to ensure that applicants a�re employed, and that employees are treated during employment without regard to their race, color, religion, sex or national origin. Such action shall include, but not be limited to the following: Employment, upgrading, demotion, or transfer; recnuhnent or recnri�rnent advertising; layoff or termination; rates of pay or other forn�s of compensation; and selection for training mcludinig apprenticeship. The Contractor agrees to post in conspicuous pLues available to employees and applic�nts for employment notices to be provided sethng forth the provisions of this nondiscrimination clause. {2) The Contractor will, in all solicitations or advertisements for employees placed by or on behalf of the Contractor state that aU qualified applicants will receive consideration for employme�at without regard to race, color, zeligion, sex, or national origin. (3) The Contractor will send to each labor union or representative of workers with which it has a collective bargaining agreement or other contract or understsnding a notice to be provided advising the said labor union or workers representatives of the C.ontractof s F.conomic Developm�t Ac�ministration CoNractittg Provisions for Com�trucaon Projeds ����� G commitrnents hezeunder, and shall post copies of the notice in conspicuous places available to employees and applicants for employment (4) The Contractor will comply with all provisions of Executive Order 11246 of September 24, 1965 and of the niles, regulations, and relevant orders of the Secretary of Labor. (5} The Contractor will furnish all information and reports requir� by Executive Order 11246 of September 24,1965, and pursuant to rules, regulations, and orders of the Secreta�y of Labor and will permit access to its books, records, and accounts by the Secretary of Labor for purposes of investigation to ascerta.in compliance with such rules, regulations, and oz+ders. (6) Ir► the event of the Contractof s noncompiiance with the nondiscrimination clauses of this Contract or with any of the said rules, regulations, or orders, this Contract may be canceled, terminated, or suspended in whole or in part and the Contractor ma.y be declared ineligible for further Governmem contracts or federally-assisted constniction conbracts in accordance with pmcedures authorized ia Executive Order 11246 of September 24,1965, and such other sanctions may be imposed an.d remedies invoked as provided in Executive Order 11246 of September 24,19b5, or by rule, regulations or order of the Secretary of Labor, ar as otherwise provided by law. ('n The Contra�ctor will include the portion of the sent�ce unmediately preceding p�ph 17(a) (1} and i�e provisions of paragraphs 17(a)(1) through (6) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretazy of Labor issued pursuant to section 204 of Executive Order 11246 of September 24,1965, so that such provisions will be binding upon �ch subcontcactor or vendor. The Cont�actor will take such acbion with respect to any subcontract or purchase order as EDA or the Se�retary of Labor may direct as a means of enforcing such provisions, including sanctions for noncompliance. Provided, however, that in tbe event the Contractor becomes involved in or is threatened with litigation with or by a subcontractor or vendor as a result of such direction by EDA or the Secretary of Labor, the Cantractor may request tfie United States to enter into such litigation to protect the interests of the United States. (8) The Recipient fiuther agrees that it will be bound by the above equal opporhmity clause with respect to its own employment practices when it participates in federally- assisted construction work. Provided, however, that if the Recipient so participating is a State or local government, the above equal opporiunity clause is not applicable to any agency, instrumentatity, ar subdivision of such government that does not participate in work on or under the Contract. (9) The Recipient agrees that it will assist and cooperate actively with EDA and the Secretary of Labor in obtaining the compliance of contracctors and subcontractors with the equal opporlunity clause and the rules, regulations, and relevant orders of the Secretary of Laboz, that it will furnish EDA and the Secretary of Labor such information as they may Economic Developmertt Administ�ation Co�racting Provis�ons for ConsEruction Projeds ��� �� � reqwre for the supervisian of such compliance, and that it will otherwise assist EDA in the discharge of the EDA's primary responsibility for securing compliance. (10) The Recipient fiuther agrees tbat it will refrain from entering into any contract or contract modification subject to Executive Order 11246 of September 24,1965, with a Contractor debarred from, or who has not demonstrated eligibility for, Government contracts and federally assisted construction contracts pursuant to the Executive arder and weli carry out such sanctions and penalties foz violation of the equal opportunity clause as may be imposed upon contractors and subcontractors by EDA or the Secretary of Labor pursuant to Part II, Subpart D of the Executive order. In addition, the Recipient agrees that if it fails or refuses to comply with these undertakings, EDA may take any or all of the following actions: Cancel, terminate, or suspend in whole or in part this EDA financial assistance; refisin from extending any further assistance to the applicant under the program with respect to wluch the failure or refund oc�un�ed wrtil satisfactory assurance of future compliance has been received from such applicant; and refer the case to the Department of Justice for appropriate legal proc�dings. (b) Exe�mptions to Above Equal Opportunity Clause (4I C.F.R chapter 6Q}: (1) Contracts and subcontracts not exce�ding $10,004 (other than Government bills of lading) are exempt The amount of the Cantract, rather than the amount of the federal financiai assistance, shall govern in determining the applicability of this exemption. (2) Except in the case of subcontractors for the performancs of construction work at the site of construction, the clause shall not be required to be inserted in subcantracts below the sscond tier. (3) Co�racts and subcontirracts not exceeding $10,000 for standard commercial supplies or raw materials are exemp� 18. CONTItACTING W1TH SMAL�L. MIlYORITY AND WOMEN'S BUSINESSES (a) If the Contractar intends to let any subcontracts for a portion of the work, the Contractor shall take a�umative steps to assure that sma.11, minority and women's businesses are used when possible as sources of supplies, equipment, construction, and services. (b} Af�rmative steps shall consist of: (1) Placing qualified sma11 and minority busin� and women's business enterprises on solicitation lists; (2) Ensiuing that small and minority businesses and women's business enterprises are solicited whenever they are potential sources; Economic Developmeat Administrahon Contrachttg Provisions for Construction Projects ����T G (3) Dividing total requur�ments, when economically feasible, into smaller tasks or quantities to permit maximum participation by small and minonty businesses and women's business enterprises; (4) Establishing delivery schedules, where the requirements of the contract permit, which encourage participation by small and minority bz�sinesses and women's business enterprises; (5) Using the services and assistance of the U.S. Small Bnsiness Administ�ration, the Minority Business Development Agency of the U.S. Department of Commerce, and State and local governmental small business agencies; (b) Requiring each party to a subcontract to take the affirmative steps of this section; and ('n The Contractor is encouraged to procure goods and services from labor surplus area firms. 19. HEALTH. SAFETY. AND ACCIDENT PREVEN�iON (a) In performing this contract, the Comractor shall: (1) Ensure that no laborer or mechanic shail be required to work in surroundings or under working conditions which are ut�sanitary, hazardous, or dangerous to their health and/or safety as deterniined under construction safety aad health staac�ards pramulgated by the Secretary of Labor by regulation; (2) Frotect the lives, health, and sa;fety of other persons; (3) Prevent damage to property, materials, supplies, and equipmen�; and, (4) Avoid work intern�ptions. (b) For these p�poses, the Contractor shall: (1) Comply with regulations and standards issued by the Secretary of Labor at 29 C.F R part 1926. Failure to comply may result in imposition of sanctions pursuant to the Contract Work Hours and Safety Standards Act (40 U.S.C. § 3701— 3708); and (2) Include the terms of this clause in every subcontcact so that such terms will be binding on each subcontractor. (c) The Contcactor sha11 maintain an accurate record of exposure data on all accideuts incident to work performed under this Contract resulting in death, traumatic injury, occupational disease, or damage to property, materials, supplies, ar equipment, and shali report this data in the manner prescribed by 29 C.F.R part 1904. Economic Developmart Adminishation Contracfing Provisions for Constr�ction Projects ��"���1� �v (d) The Owner shall notify the Contractor of any noncompliance with these requirements mid of the corrective action required This notice, when delivered to #he Contraetor or the Contra,ctor's representative at the site of the Work, shall be d�med sufficient notice of the noncompliance and corrective action required. After receiving the notice, the Contractor sha11 immediately take corrective action If the Conbwractor fails or refuses to take corrective arction promptly, the Ovvner may issue an order sbopping a11 or part of the Work w�til satisfactory con�ective action has bee�n taken. The Contractor shall not base any claim or request for equitable adjustment for additional time or money on any stap order issued under these circumstances. (e} The Contcactor shall be responsible for its subcontractors' compliance with the provisions of this clause. The Contractor shall take such action with respect to any subcontract as EDA, or the Secretary of Labor shaEl direct as a means of enforcing such provisions. 20. CONFLICT OF IlvT�REST AND OTHER PROHIBITED INTERESTS (a) No officiaE of the Owner who is authorized in such capacity aad on behalf of the Owner to negotiat�e, make, accept, or approve, or to take part in negotiating, making, accepting, or approving any architectural, engineering, inspection, construction or material supply conhact or any subcontra.ctt in conaection with the construction of the Project, shall become directly or indirectly iirterested persoaally in this Contract or in any part hereo£ (b) Na officer, empioyee, arclutect, attorney, engineer, or inspector of or for the Owner who is authorized in such capacity and on behalf of the Owner to exercise �y legislative, executive, supervisory or other similar functions in connechon with the constiixction of the Project, sha11 become dir8ctty or indinectly interested personally in this Contrdet or in any part thereof, any materisi supply contract, subcontract, insurance contract, or any other contract pertaining to the Pi+oject. (c) The Contractor may not knowingly contract with a supplier or manufact�uer if the individual or entity who prepared the Contract Documents has a corporate or financial affiliation with the supplier or manufach�rer. (d} The Owner's o�cers, employees, or agents shall not engage ia the award or administration of this Contract if a conflict of interest, real or apparent, may be involved. Such a conflict may arise when: (i} the employee, officer or agent; (u} any member of their immediate family; (iu} their partaer or (iv} an organization that employs, or is about to employ, any of the above, has a financiat interest in the Contractor. The Owner's officers, employees, or agents shall neither solicit nor accept gratuities, fsvors, or anything of monetary value from the Contractor or subco�ractors. (e) If the Owner finds after a notice and hearing that the Contractor, or any of the Contractor's agents or repr�sentatives, offered or gave gratuities ('in the �orm of entertainment, gifts, or otherwise) to any offcial, employee, or agent of the Owner or EDA in an attempt to secure this Contract or favorable treatment in awarding, amending, or making any det,erminations related to the perfom2ance of this Contract, the Owner may, by written notice t� the Conttactor, termiaate this Contrac� The Owner may also pursue other rights and remedies that the law or this Contract Economic Development Administration C��racting Pronsions for Construchon ProjecLa ��� �� � provides. However, the existence of the facts on wluch the Owner bases such findings shall be an issue and may be reviewed in proceedings under the dispute resolution provisions of this Contcact. ( fl In tb.e event this Contra.ct is termina.ted as provided in paragraph (e) of this section, the Owner may pursue the same remedies against the Contractor as it coutd pursue in the evevt of a breach of this Contract by the Contractor. As a penalty, in addifiion to any other damages to which it may be entitled by law, the Owner may pursue exemplary damages in an amount (as de�termined by the Owner) which shall not be less than three nor more thaa ten hmes the costs the Contractor incurs in pmviding any such gratuities to any such officer or employee. 21. RESTRICTIONS ON LOBBYIl�TG (a) This Contract, or subcon#ract is subject to section 319 of Public Law 101-121, which added section 1352, regarding lobbying r�strictions, to chapter 13 of title 31 of the United States Code The new section is explained in t�ie common ruie, 15 C.F.R part 28 (55 FR 6736-6748, Febn�ary 26,1990). Each bidder �mder this Contract or subcontract is generally prohibited from usin� federal funds for lobbyuig the Executive or Legislative Branches of the Federal Government in connection with this EDA Award (b) Contract Clause Tlereshold: This Contract Clause regarding lobbying must be included in each bid for a contract or subcontract exceeding $100,000 of federal funds at any tier under the EDA Awazd. (c) Certification and Disclosnre: Each bidder of a contract or subcontract exceeding $100,00U of federal fvnds at any tier under the federal Award must file Form CD-512, Cern�cation Regarding Lobbying, and, if applicable, Standard Form LLL, Disclosure of Lobbying Activities, regarding the use of any nonfederal funds for lobbying. Certifications shall be retained by the Contractor or subcontractor at the next higher tier. All disctosure forn�s, however, shalt be £orwarded from tier to tier until received by the Recipient of the EDA Award, wha shall forwazd all disclosure forms to EDA. (d) Continaing Disclosure Reqairement: Each Contractor or subcontractor that is subject to the Certification and Disclosure provision of this Contract Clause is required to file a dxsclosure fozm at the end of each calendar quarter in which there occurs any event that requires disclosiue or that materially affects the xccuracy of the information contained in any discloswre form previously filed by such person. Disclosure forms shaU be forwazded from tier to tier until receiverl by the Recipient of the EDA Award, who shall forward all dis�Iosure forms to EDA. (e) Indian Tribes, Trbal Organi�tions, or Other Indian Org�anizations: Indian tribes, tribal organizations, or any other Indiaa organizations, including Alaskan Native organizations, are excluded from the above lobbying restrictions and reporting requirements, but only with respect to expenditures that are by such tribes or organizations for lobbying activities permitted by other federal law. An Indian tribe or organization that is seeking an exclusion from Certification and Disclosure requirememts must provide EDA with t�he cita#ion of the pmvision or provisions of federal law upan which it relies to conduct lobbying activities that would otherwise Economic Development Administration Contrachng Provi�ans for Construcaon Projects ���'S �T �i be subject to the prohibitions in and to the Certification and Disclosure requirements of section 3I9 of Public Law No. 101-121, preferably through an attomey's opinion. Note, also, that a non Indian subrecipient, contractor, or subcontractor under an award to an Indian tribe, far example, is subject to the restrictions and reporting requirements. 22. HISTORICAL AND ARCHAEOLOGICAL DATA PRESERVATION The Contractor agrees to facilitate the preservation �d enhancement of shuctures and objects of historical, architectural or archaeological significance and when such items are found and/or uneazthed during the course of project construction. Any excavation by the Contractor that uncovers an historical ar archaeologicai artifact sha11 be imm�iiately reported to the Owner and a representative of EDA. Construction shail be temporarily halted pending the notification process and further directions issued by EDA after consultation with the State Historic Freservation Officer (SHPO) for r�overy of the items. See the Natianal Historic Preservation Act of 1966 (80 Stat 915,16 U.S.C. § 4'10) and Executive Order No. 11593 of May 31,1971. 23. CLEAN AIR AND WATER Applicable to Contracts in Excess of $100,004 (a) DeSnition. "Facility" means any buitding, plant, installation, stxucture, mine, vessel, or other floating crat�, tocazion, or site of operations, owned, leased, or supervised by the Contractor or any subcontractor, used in the performance of the Contcact or atry subcoirtract. When a location or site of operations includes more than one building, ptant, installation, or structure, the entire location or site shall be deemed a fac�ity except when the Administrator, or a designee, of the United States Environmental Protection Agency (EPA) detercnines that independent facilities are collocated in one geograp}ucal azea. (b) In compliance with regulations issued by the EPA, 2 C.F.R. part 1532, pursuant to the Clean Air Act, as amended (42 U.S.C. § 7401 et seq.}; the Federal Water Pollution Control Act, as amended (33 U.S.C. § 1251 etseq }; and F�ec�rtive Order 11738, the Contractor agrees to: (1) Not utilize any faciGty iu the perFormance of this contract or any subcontract which is listed on the EPA List of Violating Facilities pursuant to 2 C.F.R part 1532 for the duration of time that the facility remains on the list; (2) Promptly notify the Owner if a facility the Contractor intends to use in the performance of this contract is on the EPA List of Violating Facilities or the Contractor knows that it has been r�commended to be placed on the Lis� {3) Comply with all requireme�nts of the Clean Air Act and the Federal Water Pollution Control Act, including the requirements of section 114 af the Clean Air Act and section 308 of the Federal Water Pollution Controi Act, and all applicable clean air and clean water standards; and Eo�nomic Develc�ment A�►�stra�on Contracting Pc+ovisions for Conshuction Projects ���� � (4) Tnclude or cause to be included the provisions of this clause in every subcontract and take such action as EDA may direct as a means of enforcing such provisions. 24. USE OF Y.EAD-BASED PAINTS ON RESIDENTIAL STRUCTURES {a) If the work under ttus Contract involves construction or rehabilitation of residential stnictures, the Contractor shall comply with the Lead based Paint Poisoning Prevention Act (42 U.S.C. § 4831). The Co�ractar shall assure that paint used on the Project on applicable surfaces does not contain lead in excess of the percentages sst forkh in Par�graphs (a) and (b) of this section. In determining compliance with these standards, the Iead content of tlie paint shall be measured on the basis of the total nonvolatile content of the paii►t or on the basis of an equival�nt measure of lead in the dried film of paint aiready applied. (1) For paint manufactiu�ed after June 22,1977, paiirt may not contain lea.d in excess of 6 one-huadreclths of 1 percent (.Q006) lead by weight (2) For paint manufactured on or before June 22,1977, paurt ma.y not contain lead in excess of five-tenths of 1 percent lead by weig6t. (b) As a condition to receiving assistance uuder PWEDA, recipients shall assure that the restriction against the vse of lead-based paint is inctuded in ali contracts and subcontracts involving the use of federal funds. (c) Definition9 (1} "Applicable surfaces" are those exterior surfaces which aze readily accessible to chiidren under seven years of age. (2} "Residential structures" meaas houses, apartments, or other st�uctut�es intended for hum,an habitation, including institutional structiu�es where persons reside, which are accessible to children under seven years of age, such as day care centers, intermediate and extended care fa�cilities, and certain community facilities. 25. ENERGY EFFiCIENCY The Contcactor shall comply with all standards and policies relating to energy eff�ciency which are contained in the enez�gy conservation plan issued in compiiance with the Energy Policy and Conservation Act (Public L. No. 94-163) for the State in which the Work under the Contract is perfonned. 26. ENVIRONMENTAL REOUIItE1V�NTS When constructing a Project involving trenching and/or other related earth excavations, the Contractor shall comply with the following envirovmental constraints. (1) Wetlaods. When disposing of excess, spoil, or other construction materials on public or private pmperiy, the Contractor shall not fill in or othervvise convert wetlands. Economic Developm�t Adminish�ation Contrac6ng Provisions for Construchoa Projects ���� � � (2) Floodplains. When disposing of excess, spoil, or other consh�uction materials on public or private property, the Contractar shall not fill in or otherwise convert 100 year floodplain areas deline�ted on the latest Federal Emergency Ntanagement Agency (FEMA) Floodplain Maps, or other appropriate maps, i.e., alluvial soils on Natural R�esource Conservation Service (NRCS) Soil Survey Maps. (4) Endangered Speeies. The Contractor shall comply with the Endangered Species Act, which provides for the protection of endangered and/or threatened species and critical habita� Should any evidence of the presence of endangered and/or threatened species or their critical habitat be brought to the atte�ntion of the Contractor, the Contractor will immediately report this evidence to the Owner and a represe�a�tive of EDA. Constiuction shall be temporarily halted pending the notification process and further directions issued by EDA after consultation with the U.S. Fish and Wildlife Service. 27. DEBARMENT. SUSPENSION. INELIGIBILITY. AND VOLUNTAR.Y EXCLUSYONS As required by Executive Order 12549, Debarment and Susperrsion, and implemented at 2 C.F.R. part 1326, for prospective participants in lower tier covered transactions (except subcontracts for goods or services under the $25,000 small pwrchase threshold unless the subrecipient will have a critical influence on or substantive control over the award), as defined at 2 C.F.R part 1326. (1) By entering into this Contract, and by further executing Form CD-512, the Contractor and subcontractors certify, that neither it nor its principats is presendy debazred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this Contract by any federal department or agency. (2) Where the Contractar or subcontractors are unable to certify to any of the statements in tlus certification, the Contcactor or subcontractors sha11 attach an explanation to this bid See a1so15 C.F.R §§ 14.13 or 24.35, as applicable. 28. EDA PROJECT SIG1Y The Contractor shall supply, erect, and maintain in good condition a Project sign according to the specifications provid� by EDA. To the extent practical, the sign should be a free stand'mg sign. Project signs shall not be located on public highway right�-of-way. Location and height of signs will be coordinated with the local agency responsible for lughway or street safety ia the Project area, if arry possibilifiy exists for obstructing vehicular traffic line of sight �Vhenever the EDA site sign specifications conflict with State law or local ordinances, the EDA Regional DirectQr will petmit such conflicting specifications to be modified so as to compiy with 3tate law or local ordinance. Eoonamic Developme�t Adm�nistiration C�ng Pt�v�sions fa� Construchon Praj�ts �����'� 1 � EXH1BTf D- Signed Form of Prnposal Signed Form of Proposal: o Form of Praposal as completed by Serpanok 19 October 2011 including Alternate #t 1 and Umt Prices 1 through 4. � � � � � � Exhibit D- Signed Form of Proposal PARK & 4' 3TREET — PHASE TWO CiTY OF BREdAER70tV EDA Award No 07-01-06590 C�ty of Bremerbn Attn Gary Sexton 345 6�' Sh+c�t. 3uit�e 600 8remerbon. W�fiEngton 88337 PART 1- BID PROPOSAL FORilA9 OF Pi20POSAL The unde�gned. F�aving carefuly examined the Contract DocumeMe entitled'City of Brenterton Park A�enue lmprovements gremerton. W�hingMn' as weil � the site pf the p�d yy�, and bemg familierwffh ap ot Ehe cond�rons afiecting the oonstruct[on of the proposed projed, heret�Y P�Aose.s ta tum�h a!I labor, mat�i�s and supplies and to oonstruat the Project and perform eq vrork as renul�ed by end in stctct accort�rtce with the C�oniract Docaments and aU adde� at the pricea s� belaa 7.Q7 BJlSE SID The und� sgrees M pecfatm the Work d�scnbed in and as modified by aq addertda ior the �u» of .r . . . � .. _ {Prfnt DoilBr amouirt in Dol�rs tS .��� Q� � sAace above) (Do not irtctude Washington Sqte Sales 7ax) whfch Surn �S hEeteb,y de�fgttabed Sase 83d. (Amoant sha8 be shawn in both urords and figur�. In case of d'�,epancy. lhe ar�arM shown in vvords wfll govem j 1•02 ALTfRNATE BfpS (p0 NOT INCl.UDE WA3HlNGTON STAT� SALES TAX) The undersigt�ed Proposes ta perfotm work called fior 1n the tollarohtg alternates as described m the Cortt�ect Doaimants� for the sums a►hich are to be added ta or deducted from �e gase B� as fp�tows ALTERNiATE No. 1- See C3.0 - in iieu at bnck pavers at mtersect�n in [�,�cstleci ut on �" $ /!O� D�D, �AUO � 1 03 UNIT PRICE9 (DO NOT INCi.UDE WASHIN07QN 3TATE SALES TAX) $�� �C u^ 0�1�� Per City Standards - AddFt�al lineal feet af City Sidewelk 8'-0° wide � � � � �°• _i � UIdiT PR10E No. 2 Per Clty Standards - Ad��ronal lineal feei of curb artd gutfer ��ludin9 9ranuta� fia � und� ca�rb and g�ctber � �.�, � � � UNi7 PR10E No. 3 Per C(iy 3tandards—Additbnai square feet af (artdscape pavers (see'Sidewalk sectian C8 0) inch�de sand bedding� crustted 8�ave1 base, geatextile fabr�G c�ean ctushed gtavei i�er deta� � �/ SF UMiT PRICE No 4 Per Citq S�mdards — AddWona! square feet � she� �avers (y-�'�� ° secnon C8.0) inctude sand bedding� 9eo-text�e febrlc. cona�ete �ab, clean cnished gravei per detaq � S _ ZaP.i / SF PAt3E i � � � � PARK & 4'" STREET - pHASE TWO CITY OF BREQAERTON EQA Award Na 07-01-06590 � FORM OF PROP03AL UNIT PRfCE No 5 PerCity Sfiandarda-AddlUona! grinding �aspS�alt and asp erlay $ - 6.� 1 SF 1.04 COiVTRACT If the undersigned is notlQed af the acceptance ot thts pr�posa! uvithin sixEy (6d) days of the tlme se! tor me openin9 of bida. the unders�gned ag�es to exea�te a Contrad ivr the above Ww9c. for a c�nPensa�an c:omPuted fivm the above named sums. i flb 'MAE OF COMPLEttOPI The unde�gned heteby �rees bo commence work under this CoMract on or before a date to be spedfled ln a w�titsn "Notice to Proc�", and to substamGally oompieta the Work not later than One hundred foriy (140 ) calendar days after the date a€ 9Vobce ia Pr� BxMer has atteohed P�lunlnaty Construc�on Schedute. 106 REIN3TATEMEM' OF UNACCF_PTED AITERNATES OR UAIlT PRtCES The understgned further �reea that Ute Oam� shati Aave the right to reirtstate, at the btd prioe� anY atternate l�d not incarporeted into the Cm�tract if the Onvner so nohHea tlte ConUactor witfi� rarte�r (Sp) talendar days sftei the s(gr�ing of the Contract. 109 ADDEPiDA Reoapt of Addenda number��fhrot�gh � is hereby aclmrnaledge8. 1.10 ENCLOSURE8 WtTH Tt{E B!D A. Admowiedgmerrt of Pnnctaa! of Bk�er ts stgn� and nota�zed �/ B. AfRdavtt oi Non-Cot�s�oa� Is i�cluded —� . `�'�'��� Stree! or Bai�ing Address � ta.�eE� �,E, c�y, s�, zp 4�� -53�- t�z Tetepfwne .i� - �•. - --.,,,_ �� � � , _ - - ' . ��� /�i�_ � t_ , ��_ � � * ea� � .. S PAOE 2 l � I , i � � . i t i I � i i i � ' I � I � i i I I � � :�. � � PARK & 4'" STREET - PHASE TWO CIT' OF BREMER70Pi EDA Avrar� {Vo 07-01-06580 FORM OF PROPOSAL 3ta�e of Washington Contr�Cba's RegtsfraUon No --��5- joy - 02 Sta�a of W�hrrtgbon Workers Gampensation No. 30 -ot2qS g8 �ederal Tax fD No. Stata oi � OF PFi1 �PAL OF BIDDER, lF A CORPORATtON) . ) Courrty af � /����' } � �,�,���� ��.��r �,�,�����,�� ���' ����� known ta me, wha being by me dWy swom, d� depase ana say tt�at he i+esides at �/� SI.�sP.� �% Cor�lG. 1�f� .�c�'Y!6' and M WITNESS �VIiEREOF, i Gave hereunto set my ha�d �d a�xed my offccial seal the day and yemr fi�t writEsn above. � � ��� Notary S�gnature ���� � • !�1'�;��4 0�3 e Pr��e Name ldozary Pubiic in and far the State of WashingGon, residing at - . �Y aPpotttUuait eRpires 'o PAGE - 9 ��� � the oorporatbn d� in and wfiich execnted the foregomg instrurte�� that he knows the seai ot sald caqOra�[on: that one of th9 imprassions atfixed to satd instrument �s an rnpression of sucfi seal, that d wa8 so 8ffixed by order ai the dir+ectors of s8id carporadon; end that he signed his rtame thereM by (�te order. (Sesl or S'tamP) PARK � 4�' S TREE1' — PHASE TWO CITY OF BREMERTOIV FORM OF PROPOSAL EDA Av�rard No 07-01-08590 ' (ACKNOWLEDGMENT OF PRIfdCIPAI OF BIDDER, IF A PARTNERSHiP} , Sfete ot � C � a ; as. € On th�s �_ dayr cf . 20 betore me personaNy came and appeaned to me ! knawn, and known to me to t�e one of the membera of ihe ftrtn of, descnbed in arsd who exeaited the ' fOtegohtg (nsWment, and he actc�rledged to me that he e� the Same � and fo► fhe act snd d88d � of said finn W WTftaES3 WHEREflF� I have hes�euttto set my haad and af't�iced my afficial seat tfte day arsd yeer $tst � wriqen above. � � (Sea1 or Stamp) � � � Notary Sigs�Gn�e � I PnrrNi�rQe Narrie � Notery Pablic in and for the State of Washmgton, ` h ISSidlTlg 2L � M}� 8(3�O1l1�i1t?dit EXPIfEg (ACIWOWIEDGMEiVT OF PRWCtPAL OF BiDDER,IF A SOLE PROpR(ETORSIil� State of � �� � ) s� ) �n thia daY � � 20 befi�re me pereor�ally came and appeared �o me known. and knoxm to me t� be one of the members of q�e fbm of des�ibed fn �d who executsd the �O�n9 �tsbumeM, and he adatowledgad to me that he executed th� same as and ior the act and deed Of ssfd flnn. IN WtTNBSS WHERBQF, I have hec�nto set my t�nd and af�ined my of6cial xa) the day and year first wriuen above. (Sea1 or Stauep) Nctary S�gnaUue PrinVrype Aiame , Notary Pnblic in and for the State of WashingWn, residing at MY aPPo�atment expie+es PAGE -4 ! E f i � � ! E � `s � � , ; � � I � ( f ! < I , '�4�,�T � 0 PARK & 4 3TREET— PHASE TWO CCTY OF BREMERl'ON EDAAward Na. 07-01-08590 AFFIDAVI? OF AION-CQLlUSION Sl�ba oi Washir�m ) County ot p/Q�-) � FORAA OF PROPOSAL be�g duly swom, depases and says, t�at he is the identical person whc sutx»itted the RoregoMg Proposa! or bid, and that such bid is genuirte and not sham or coilusive vF inade in the interest ar on behaif of any person not thereon aam�l. and further, that lhe deponer�t has not din�tly or indi�tfy fiduced or �oNcfted �fy a3her bidder on the fio�regofng work or equipment fo Aut in a sham b�d. ar arry otl�er person or t�orpor�ton to refrain from bidding. and that depaneM has not, m anY manner. sa�9►�t bY oolEusion to seaue hlm�lt, or eo any other person, an advantage over any otl�er Bidder or Bidders. �s�a�, iF wcoRPORar�u� 0 _ � i i ;�_ r � :� : � . =G� �l � =- ` _„.�' ' r / � r �� su� aRa �„ to �rore me m� J� a�r or ����� , Zo/� .�� � ��'���� N°� ubfic In artd for the State of 1�Vasfdngton. c�dir�g at / �.�-O�'�.. At�fdavit proA�Y enecuEed m�t axompany all propasals� PAOE-5 � � , { s ��.��T U 0 PARK & 4 STREET - PHASE 7W0 CI'fY OF BREMERTON EDA Awratd Na 07-01-06�90 0 PART II - 810 PROPOSAL 0 FORi►A OF PROPOSAI. Subconfrector �istino. Per RCW 89 30 �0 Bkis an Pub1Fc Works - Snbcontractors must be ider�tffled when Evary �mrii�atlon tu btd on a contract that is expected to cost cne mRt�n doltars ($1,000,000.00) or more for #�e consUadi�. aite�a�on, or repair of any pubGc buitdu�g or pubUc woric of fhe state or a state agency or rnueidpa6iy � defirted under RCVV 39 04.p10 ... shalf requEre e�ch bldder to submit as part of tha bid. or wilhin one (1) hour after the pub�shed b[d submitt� Ume. #�e names of the aubcontracbors w�h whom the bWder, d awanded fhe coMrad, wifl suboontra�t for pe►�ormattce of tt�e woAc of heating� venf�at�on arM air condi�oning. plwnbing as des�a�ibed In d�pber 18.108 RCW, and elecMCal as d�ribe in chapter 19.28 RCW, or to neme itself for tFfe woric. The b�dder sha8 not flat mor+� than one(4) suk�ontraqor for each cate�ory ot �rcrlc ;denhfied. un�esa si�Onbactors vary with tNd altemab98. i� which case the ludQer must tndi�ate wh�Ch st�contracbor wdi be eis� for arbh:h a[temate FaNure of the bidder to submit as part of �e bid the riames af such su6conh�ctors or to name itself to perfocro such work or the na�ning of two ar snare subcontracbota to perfvan the same work shap render the bfdde�'s Did no»�responsive and, iherefore� vafd Finn N�te ,) XJ"�- �� s� 4j �_ Desrgnated Work (Ptease 1�ibrt Name) - - e..n � � �- - � - Mame of atddeNFtrm Submit�g Biti (Please PriMj END OF FQRI4� OF PROPOSAL PAGE-6 �� �� � ! ; ; � r � , � i � � i r � i I i , MEMO TO: Igor Kunitsa Serpanok Construction, Inc. FROM: Alyce Fierro, Project Assistant DATE: December 15, 2011 SUBJECT: Fully Ezecuted Contracts for Park Ave. Plaza Phase II 1. Park Avenue Improvements 2. Garage Screening Enclosed are your fully ezecuted originals for the above contracts with the City of Bremerton. Also enclosed are the fully signed originals of Amendment # 1 for both contracts. We will need your bonding and insurance information for these contracts. Thank you. Respectfully, ��tt�r-� � Alyce Fierro Enclosures � Cc: City CIerk, Bremerton, WA � �f i PUBLIC WORKS AGREEMENT Amendment # 1— Garage Screen�ng AMENDMENT # 1 TO AGREEMENT, is entered into between the City of Bremerton, a Washmgton Mumcipal Corporation ("Crty"), and Seraanok Construction. Inc ("Contractor"), whose mailmg address is 4519 S Orchard Street, Tacoma, WA 98466 The parties agree to add the following paragraph to ' 12 Miscellaneous' 12. MISCELLANEOUS. L Archaeolo�ical or histonc matenals NOTICE If archaeological or histonc matenals are discovered durmg pro�ect activities, work m the immediate vicmity shall stop, the area shall be secured, and the EDA, State Historic Preservation Officer, and Tnbal Histonc Preservation Officers of the Suquamish, Squaxm Island, and Skokomish Tribes shall be notified IN WITNESS WHEREOF, the parties below have executed this Amendment CONTRACT THE� Y OF BRE RTSdN �" Serpanok nsh chon, Inc � Pnnt Name � k u��►� Prmt Name Patty Lent Title ° Trtle Mayor DATE �'— 1'�� DATE l � �l� '�I PAGE-1- Serpanok – Garage Screenmg EDA Award 07-01-06590 Amendment # 1