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HomeMy WebLinkAboutbocc.res.025.1986 ,� . ___ . .•',r,.t�,,,;�. . . . � • • . .� . . . . . �� -s �.v 9� rKd�3' -� l,+iy �x � . ...:aV'� r oE`''� i 'Se , 4��'d'*Y*� ��b���R'�A� �• 5� SS � �;�` t +5} �S Y Y ti g � ! �.�6 . . ��,� r{ !A .. � x�'. . ��.w_ .. .. . _" . . ......�f� - �jy��...• .,r, � �.! t-. r• ` A RESOLUTION OF THE BOARD OF COUNTY �� -� COMMISSIOt1ER5 OF PITKIN COUNTY� COIARADO, �'�'� APPROVING AND ADOPTING A CONTRACT FOR THE CONSTRUCTION OF "SCHEDULE A" IMPROVEMENTS .� FOR THE 1986 PITKIN COUNTY AIRPORT ENTRANCE PROJECT � WITH ELAM CONSTRUCTION .�� r j Resolution No. 86 - 25 I . 3 i ' WHEREAS, Pitkin County, as owner, operator and sponsor �ti� >•` of the Aspen/Pitkin County Airport, wishes to construct the ,,x. :;;; improvements listed in "Schedule A" of the Contract Documents for `;�: • the 1986 Pitkin County Airport Entrance Project; and ,?:;� WFIEREAS, Pitkin County has previously budgeted an ,.:fi._� adequate amount to finance this Project, which amount includes � funds from a Federal Aviation Administration (FAA) grant applied �,� �:�:� £or by the County to assist in the financing of this Project; and ;-:�,� WHEREAS, a competitive bidding process was conducted in ;: :�-. March 1986, pursuant to bid procedures under the County's Procure- " it;.` ment Code, at which time the firm of Elam Construction was recom- �, mended by the Public Works Director as the lowest responsible �,;.,- • bidder; and , . ; WHEREAS, the Public Works Director shall have primary � � control of Elam's activities under the contract and the adminis- :.;� ;�.:;.•� tration of and compliance with the terms and conditions of the s', '`-',i x: . ,`,;.f contract, and has employed Banner Associates to provide certain project design, engineering and inspection services; :�� NOW, THEREFORE, BE IT RESOLVED, by the Board of County Commissioners of Pitkin County, Colorado, that the contract with F`, ,� Elam Construction for the "Schedule A" Improvements on the 1986 - � Pitkin County Airport Entrance Project annexed hereto as Exhibit ��� ?�';� .;r,� w�';:; bt;;� "A" is hereby approved and adopted and that the Chairman is hereby : t�'=`=; authorized and directed to execute said Contract; provided, that ',_;i;;; f�; said approval and adoption is subject to receipt and acceptance �k°5:.! ,'S=_;� of a Federa2 Aviation Administration grant by the Board of County =�s.: '�`:i :�:;�;;: Commissioners of Pitkin and further conditioned on the concurrenae �x�:: a,:: i�,` ��.;. �,.. 'n..r� 1 i'r-� "i;.y'�t f'1�''Y �:.Yf� . '/N:•�." �j , • - r :e�, i`� --:. . � . ' y1GaF'�'�< . . • b-:. i r. z, � �M; '. ..�. X � :�s. , , . ... ..'. ' . .:'.�. . ,.. i �.' A t z � -`t � - �,s k'�*�. +�i, .:9.'f�1� .,... .�."� � . ., . ..•'�"-3•. �� . . F:,�kr;?... .,.. .. ;� .: .. .. __. ..... � �. -.,.•, . . . . .. . .yC. � . ,.. . � � .. . . . ...._ . _.. . . b � ; � in the award of the contract by the Federal Aviation Administra- tion. APPROVED by the Soard oP County Commissioners of Pitkin - County, Colorado, at its regular meeting held on the 18� day o£ 24ARCH � y986. , BOARD OF COUNTY COMMISSIONERS ATTES : OF PITKIN CO[INTY, COLORADO By: Lew Scanlan elen lin landerud i:i Deputy Clerk & Recorde Chairwo n ,I � RECOMMENDED FOR APP VAL: ' `j � ,,{ 1 � Beryl . Eyla 4 Publ c Work i ctor a. i ! ,.� APPROVED AS TO FORM: r'?"' / �:. G ry . Es ry - _� A si � o ty Attorney ° /�� � � Tom Oken � - � Finance Director � u �j` n jC. °s . � _l.. � � 1 . i � �. � :, � i� � • � ' � 1 � r.. � � ^ �� ` :j;:,� t'-� ..A,F,4�...:..,T_ ' . 'Y�� ' Y=:� � ��, ,. . ' ' ` :�" �'f�•��*�g!�,"".3'K N-�e � ��N5) ,y'a�A`,�a'� �k�r #; t , !_t 1 !°�i'4�r�.�'J� E J� ��� � �� �b ,����eX+� 'N�� K�J��-�'+atk '°�"� . `,� ' r�s,���f��;�rF. e:. ��' �� r� s s : � ��.+1 ��,��`�r �,a� 4 ,��� f `. � Fa ��tf d �������r;y-�r� ; ti�ry, r } .: ���j�d't�. t,P�+a�i�.,���C;[��k�, A �_ si.� w � .. . . . ..��. ..t�:�..:.�. `j,��4�SM.:. r +�. ''.'�..�' ..r ..t... .. _....e'Ge._'f,...'P . :y.x-... _--r... � .� Arrr�Hn�EUr.•� ------------------------------------__----____----;;-------------------------------------------------------- Sudy Field -Pitkin Cnunty � Colorada "Engineers Estioate ��Ela�Construction 7�Randail 1r Blake, IncS� Bid Ta6ulatiun t�Baoner psso�iates �:1225 S. lth ��490!S. Yinder�ere If �� FAA Proj. ! 3-OB-0003-05 _tl_ _�16rand dunction, CO +ilittleton, CO IS �7 ,�-'------�--------------------- ---------- ----; -°--------------- --�-- e=.ee=ze_e:=e=e=.;: .r"""""""""" """"'seo"".."'T'ee'--""""_""""."'""��"_''oce'""-'a'ci i Bid Security 1�5X Bid Bond ��SX Bid Bond �� � ��-------------�-----°---°--__=__�=z-___.:___=__:=��---------'-----_='-'' --=__=_=__=_=___-_- _______ =_.=__=- ��------- " ----- - ��" --it . --------------------- ��--------- `° 't Jteo t Ites 6escription Ouantity Unit Unit Total Unit Total Unit Tatal ' , ,� � �� � � ' ;� y. flNu�ber� � ' f7 Pri�e � Price �� Price � Price I� Price I Price • ��__==_"_________________�-:�__==_�___=�:=�__=_=_____�_=__-.-�°------�--------------------------------„ SGHEDULE A ' ��_-�=-; ----°------------------------=-=--="_'_:_.=�____=___-.==__z=____==r_===_�=--=__�__�_z;p ., . „=__"'----------°--------------------�------°--------- ' � Cancrete Re�aval 156� � S.F. I.50; 6,846.�0�� 0.451 ��335.80�� 0.5�� 2,282.U0�� t 2 ; Curb and 6utter Re�oval � 340 f l.F. 3.00i 1,P20.P0;f 3.25� 1,105.0001 I.00f 390.00;{ ' 3 t Ne�ove Light PoleS 7 { Each 100.001 706.00{� 390.00! 2,730.00�t 200.60; 1�400.00�1 If 4 ' Unc3assif�ed Excavation ' f0330 t C.Y. �.00; 11�320,DOIi 3.70i 18�221.GOil 3.80� 39�254.00tl '• � 5 t E�bank�ent b750 � C.Y. 5.501 37�125.00It 2.80� 16,900.00�� 7.70� 21,9)5.00�1 s{ 'I 8 ; Structure Ezcavatian 83 S L.Y. 7.50f 6ZZ.50;� 24.40{ 2�440.20�� 10.00� B30.00i� I 7 I Structure Backfilt 110 I C.Y. 15.00� 2�lOU.00;� 45.69; 6,38�.Q0{� 15.90; 1,1G0.00f� '1 8 I Pipe Bedding Materia! 30 � C.Y. 22.Q0� bG0.00;; l2.OU! 360.60�� 30.00� 400.40{I • ' � 9 ; 6'6ate Valve 3 � Each 450.00� 1�350.00�1 329.60; 487.00�� BQO.OUt 2,4QU.00I; - � i !0 � Relocate Fire Hydnnt � 2 � Each I� 2,500.00� 5�000.007� 3,170.00; 6,4�0.00�1 500.001 1,000.00�1 � l0a 1 Raise Fire Hydrant � 1 � Each �� 1�P00.00� 1�000.00�1 487.06� �87.001{ 300.00� 300.00�� ' I 11 ; Relocate 6as Service � DO 7 L.F. 25.00� 1�250.8P;t i9.90t 3,3B3.00;f 25.00f �,25Q.00�� '� � 12 � Relacate Electrical Serv.S 80 � L.F. . f� 30.00� 2�400.00�� 19.901 1�592.00�i 10.007 B00.00�1 � � 13 ; Raise Nanhale I I t Eacfi 400.00t 400.90�t 410.90; 410.00�t b00.00i b00,QOt� . ` � 1� � Adjust Valve @ozes � 2 � Each „ 50.00� 100.00{� 110.001 220.00�{ 106.00I 200.�OS� '� � 15 { Crushed Aggreqate Base 200 � Tans 8.251 1,250.00�1 fl.OUi 1,600.00S� 10.00� 2,000.001� y;� � C1. 3-HauI,llater,Co�pact I � �� � �� � " � !b � Crushed Aggregate Base E'{ 1505 7 ions 12,501 18�812.50�� 11.00� 16,555.00�f 12.801 14,264.Q0�� `� f C1. b-Naul,Nater,Coepact I � �� � ;� � " � 17 7 Crushed Aggregate Sase 8'S 3800 1 Tans � 12.50� A7,SQ0.00[� 10.00� 3A�000.00�� 12.00f A5�600.00I� - ;i I C1. 6-Haul,Mater�Cn�act f � � �� � �� � " y 18 { Hot-Bitusinaus Pave�ent 1350 { Tons '� 45.00f 60�750.001� �5.00; 60�750.0071 53.00� 71,550.OD1' a : 6rade E-3' ihickness �� �' '? 19 � Hot-Bituoinaus Pareoent 145 t Tnaz 45.0A� 22�Z75.00i� 45.00{ 22�275.OQ{� 53.00t 26,235.007f � 6rade E- 2' Thickness ; � �i M1� t 20 � Bituo. Prioe Coat MC70 ' S132 t 6a1. �I 3.00� l5�39b.00;� 1.001 5�132.00{� 2.2Q1 11,240.401� I 21 1 Bituo. Tack Coat C55-ih I 100 I 6a1. '� 1.25� 125.00t� i.UO� 100.00�f 2.007 200.00�� ' 1 22 � HeadMall -29x18 Arch T � Each 1 850.00� I�IOO.00i� 175.00� 550.00;� 1,000.001 2�000.001� `.•; f 23 I Sidewalk-6' Thickness � 11392 1 S.F. '1 3.50� 39,672.00li 2.�0� 27�3�lO,BO�i 2.80� 31�897.60�t ; T3a � Sod Plare�ent � 500 f S.F. 0.30� 150.00fS O.SS 275.00;1 2.00i 1�800.00�� ; I 21 f Cnncreke Edqing-b' x 2'� 2T1 t L.F. 7.00� 1�891.00{� 2.151 745.251� 1�.001 3�T94.00�f � 25 � Retaining Yall -8'x 4' : 171 t L.f. 42.00t 1Q,03�.00�� 31.40I 15,2fb.30�i 40.00I 19,OBO.00i{ : °# � 26 � 12' Corr. Metal Pipe 58 � L.F. 11.00I 638.00l� 38.30� 2�22I.40it 34.U0{ 2�262.00�� ;,: i 21 � IB'Aeinf. Conc. Pipe 110 { L.f. 2�.00� 3,3b0.00i� �6.80f b,552.00l� 33.00� 1�6T0.001� � sj � 28 � 2�'fleinf. Canc. Pipe � 90 i L F. SS.00t 3,ISO.00t: 17.00� ��230.00,f 40.OQ� 3,600.00�� 4 1 29 7 24' Corr. Het�l Pipe ' 152 � L.P. 30.00� �,560.001� 39.50{ 6,004.0011 12.00� 6,38�.001� y.� � � 30 S 24'x IB' Conc. Arch Pipe} 31 � L.F. 95.00t 2,9�5.0017 Bb.BO� 2,b40.801f 55.00� 1,705.00I� h ;.,; ; 31 � 18'Reinf. Lonc. End Sectf 6 t Each 425.00� 2,55P.0011 800.00f 1,BOO.00tt 800.00� 3�b00.00�i � .� � 32 ; 2�'Reinf. Caoc. End Sect; 2 i Eacb �� 535.00{ 1,070.04�� BSO.00I 1,100.40f� 490.00f 1,800.OU,7 E, � 33 � Striping 4500 : L.F. 0.(B� 1,710.00;; 0.40t S�BUQ.00�t 1.OQ1 4,SOO.00t{ ! i 34 I 50 Amp-3 Pole Breaker I 1 1 Each �� 200.00� 200.OQ�S 215.00� 275.001� 30�.00! 300.U0�� '. �,� { 35 I Dial Tiae Sxitch � I i Each �00.00� 460.00t� 275.00� 275.00�� 850.001 850.00;� � � 3b 1 3•z 1Z' Alue. Pole � 12 � Each �t 1�035.00� 12��20.001; 1,090.001 13,080.00�� 1,100.00� 13,200,001{ ; f 37 � 2' 9ia. x 8' fixture Fdn.l � � Each 500.00� 2�000.00„ b�5.00� 2,SB0�00;; 500�00� T,000.00�� � � 38 � 2' Dia. x 4' Fixture Fdn.� 8 f Each � 300.06� 2,900.00It 425.001 3,400.00Pf �00.00� 3,200.00�0 '� � 34 � 3�t6 AL U5E CLPE � l430 t LF. { 1.2bS 1,841.9011 1.501 2,145.0011 5.00� 7,150.001� j L 40 ' 3 16 AL U3E nr UF � 160 ; LF. �� 1.68� 268.80;� 2.00� S2Q.00{� 6.00� 960.00If � �1 I l�'z 30• Trench l350 � l.F. �.00i 5,400.00�� fi.60{ 8�910.OUi� 6.�0� 8,100.00�� i 42 f 1'Electrooagnetic Cond. I 160 � L.f. 1.60! 256.00�f 3.001 480.00;� 4.QQ1 1,14Q.00�� f 43 I Relocate Existing Fixturel 1 � Each 200.001 200.00�� 810.00� 810.04�� 900.00� 900.00�t � A4 5p]ice Aoxes 2 I Each 550.00� I,100.00i� 140.00, 2B0.00;� 200.007 400.00�{ � 45 ' 30 ail PVC Liner 3H26 S S.F. 1.50� 5,730.00�� 3.00� 3,B20.00,� l,001 3,820.00{� �� 46 f 30 ril P4C Pipe Boots 3 f Each 125.00� 315.00�t IOO.00S 300.00tf 100.061 300.00�7 ; -• i� 47 I C1. 2 Agg. 9ase Caurse 11! � Tons 10.001 1,4f0�00f1 f0.001 f�410�001f 22.00� 3�102.00�I j. s �� t� 4B ( C1. 6 8gg. Base Caurse UI I Tons 12.00; 1,642 00�� l0.00� l,4f0.00tt 22.00t 3,102.00f� ` � 49 I 6'6ate alve 1 � Each 450,001 450.001{ SOO.OU; 500.00;; BOO.00t 800.00tt i j; 50 � d'Butterfly Valve 1 { Each 200.001 200.00i� I,000.001 I,000.00�1 1,200,00� 1,200.001� 5�� i 5! 1 PiOe Stand and Footing ' 1 � Each tf 1�000.00� 1,000.0017 500.00� SOO.00�i 1,000.00� 1,00�.00�1 0� 52 1 12'PVC Standpipe 1 � Each i� b00.001 660.00�t 500.001 SOO.UG;t 400.04f 900.00{t ' S3 I 6' Class 100 PUC � 7565 � L F. b.50� 8�872.50�{ 6.00� B,190.00ti 7.001 4�555.00�� !,. ;I 54 � 6' CI. 150 f4C(exist. encl 100 1 LF. f� 4.001 6�300.001� 3.2D1 2�240.00tt 12.001 B�-0OO.00t� ;,, � 55 � Ezcavation �75 � C.Y. 't 4.001 1,400�OOtl 5.00t 2,315.00f; 5.001 2�375.00 L' i: 1 56 t Ea6ankaent 25 i C.Y. I� 5.50� 131.50�� 10.00{ 250.00;I 5.00{ 125.00f1 .,:, 1 57 f Headqate Diver, Struct. 1 1 I Each {� 1,500,00; 1�50�.00�! 2�200.00� 2,2UO.00I1 2,800.00� 2�800.00t� . ' ;�__SB t 6' Sch. 40 St L Pipe � 50 � LF. �� 26.00; ],300.�0�1_^20_00, 1,000.OQ�� ,25.Q01 1,250.00,t �:,'. ' ----�°--°----°-------------------------- -"------------�------ ---------- ----------" '.: { ;;-------------------------------------------�------r-��----------------°--��-------------�---°{I--------°----------�� . TOTAL SCHEDULE A �1 112,551.60�� 367�392.55�� 426�241.00�t "" i ' ' � _ _� , ._ . . _ _ . . s ,.-.;" � . .' • . iK: - � � 'i`=e,..;� - � � . r,.- . �.+. . . �>..:;.'.,..- �;a� . r�� ' . - y�. + � ��\_�+.� . � , � ��� ef� � ���� c;,,�) u�.i,�x.'ttr'..''a�k� �: ,�,.,a,,� f�a`��p 'k �' ��� F� (,;. �i�� �"'`1 �''"�,�•�,r j� `u' i�,��°.F'� 91•,,71r'�r�J', }r- ��yFJI_y}Lt� ��� ��µ.. � 'i�-. C'pc.wj��,tI4X � . ,��+a'.:t ,..'?„'���'1'�Y�tl:'`i"",S�S�°���4.� 5f4.. r. `'�^ 7_`�'� �� ,r''n i 9 .�, I��Y� 'tr� +�','�% , ' . _.. ., .•ars+afc�G'i_ . . .«Fw� ,r_-S' +,t.;Q�4F3' �, ...:._!".. -h.�„".. .. . . . � r H11ncHnicur.� -------------------------------°------------------------------------------------------- Sardr Field-Pitkin Caunty� Calor�do ��Engineers Esti�ate „El��Construction ;:Rand�ll 6 Blake, inc„ 6id Ta6ulition ;;Banner Associates ��IT25 5. 7th l�1401 5. Yindenere � FAA Proj. !3-OB-0003-OS I{6rmd Junction� CO t;Littleton, CO ' �1====-e_ee--°--------_e=e=ee=eaee==°===__e==�c--=-;;-_____-=-=v_e_==_e_;;e=�_=eec=e=-cee=_;;=ee=_=_e_ese=eeeee_!` . " Bid Security ;;SY Bid 6and ;�SX Bid Bond ��------------------------------------------------=_=__"---------- � � Iteo ; Iteo Description ;Oumtity Unit Unit Total Unit iotal Onit Total '� ;;� , � � �� � �� � �� � y � , �� � ,� � �� � ` .tNu�ber� ' � „ Price � Price !� Price � Price �� Price � Price � � �� ,� .�---------------------------------------------------°---------------------°--- -------- ----- ------- ��-------------------------�---------------------------------------------------`-=°--------=----------___ --=====�7 ' ��----- S C N E U U L E A ---------------- �0 ��-----___-_°______________________-____=_=_=_=_________='=="____'_=_____====_=_=___=___='=°__'_____=`_==°_°='=_=_____=�� � i 1 : Contre:e Re�oval 1561 � S.F. I.50; 6,816.00�7 0.951 �,335.80;: O.SOi 2�262.007; i: � 2 ; Curb and 6utter Re�oval 1 310 I L.F. 3.00f 1,020.007� 3.25� 1,105.00;; 1.00{ 3�0.00{; < � 3 �Resave Light Pales 7 ; Each 100.00f 704.00t� 340.00� 2,730.00�t 200.007 1,400.007� -� 1 4 ; Unclassified Excavatian ' 10330 � C.Y. /.001 11,320.00�� 3.70t 38,221.00�1 3.80� 34,254.00�f ,'-:;� 1 S � E�6�otoent 6750 � C.Y. 5.50� 3)�125.00�� 2.80; 18�900.00�1 3.70� N�975.00�. , ,� 6 { Structure Ekcavation 83 � C.Y. 7.50� b22.50�� 29.40; 2,�10.201: 10.00� B30.00�t , ' 7 7 ; Structure Backfill 110 � C.Y. I5.00f 2,100.00�� 15.601 6,3B1.00lt I5.00� 2,I00.00„ I 8 I pipe Bedding Material 30 � L.Y. 2:.00� 660.00�� 12.00� 3b0.00„ 30.00� 400.00�� �•� � 9 ; 6'6ate Valve 3 � Each 150.00� I,350.007; 329.00� 4BI.00{, 800.00� 2,100.00�0 �=:� I 10 ; Relocate Fire Hydrant 2 � Each '� 2�500.00; 5�000.00{� 3,470.00t 6,940.00�� 500.00� 1,000.00{7 ,,�ta t !Oa ; R�ise Fire Hydnnt 1 � Each �� 1�000.00� 1,000.00�1 �W.007 �81.00„ 300.00� 300.00�� ,1�, 7 11 0 Aelac�te 6as Service 1 1)0 � L.f. 25.001 �,250.00�� 14.901 3,383.00�� 25.00t 1,2.;0.00f� , �; 1 12 � Reloc�te Electrical Serv.; 80 � L.F. 30.00; 2�400.00�� 19.90� 1,592.00:� l0.00� BOO.00f� -;� 13 � Raise Manhole 1 � Each 400.001 �00.00:� 470.007 �70.00�� 600.00� 600.00�: 1� 0 (Idjust Valve Boxes 2 � Each 50.00� 100.007{ I10.00� 220.001� 100.00� 200.00�� '?� IS � Crushed Aqgreg�te Base � 200 � Tans 6.25� 1,250.00�� 8.00� 1,600.00�� 10.00� 2�000.00�� : C1. 3-Naul,Yater,Co�pact � ��,-1,�- 16 ; Crushed Aggregate Base 6'� I505 t Tons 12.50� 18,812.50�� 11.00! 16,555.00�� 12.80� 19,264.00l0 '� � Cl. 6-Naul�Ilater,Co�pact � I ;� ; {t 1 �. -;� 1� t Gushed pggreqate Base A^ 3800 7 Tons 12.50� 47,500.00�� 10.00� 3A,000.001� 12.001 45,800.00�� � C1. b-Haul,Yater,Co�pact � ,•:=»+? 18 { Hot-Bitueinous Pave�ent 1350 ' Tons 45.00� 60,750.00�� 45.00' 60�750.00" 53.00' 71,550.00�� �',� ; 6rade E-3' Thickness � ;� � �{ 0 ;0 `-��.� 19 � Hat-Bituoinous Paveoent �45 � Tons 45.00� 22 275.00tI �5.601 22 T75.00„ 53.00; 26 235.00„ � '' � 6rade E-2' Thickness ' � " ' ' ' " '"y 20 � Pitua. Pri�e Coat NC70 5132 � 6a1. 3.007 15,396.00�� 1.00� 5�132.00'� 2.20� 11�240.10�� � � 21 ; Bitus. Tack Caat C55-lh � 100 � 6a1. 1.25� 125.00�1 I.UO! l00.00:� 2.00� 200.001� "? i 22 � Headwall -24x18 Arch 2 � Each BS�.000 1�7QO.00;t 275.P0� SSO.00�i 1,000.00� 2,00O.00t� :�� 7 23 ; SideMalk-6' Thickness � 11342 � S.F. 3.50� 39,B72.00{� 2.�0� 27�340.80„ 2.80� 31�897.6017 -: i 23a � Sod Plate�ent ; 500 � S.f. 0.30� I50.00�� 0.55! 275.00�; 2.00� 1�000.001� '� I 24 ! Cnncrete Edging-6' z Y'� 271 � L.F. 7.00� 1,897.00f� 2.751 745.25�� 14.00; 3,794.00�� `::'� 7 25 7 Retaining Nall -8' z 1' !' �77 � L F. 12.00� 20,03�.00�� 3t.90� 15,216.30;� 40.00f 14,080.00�; � � 26 I 11' Carr. Metal Pipe 58 � L F. 11.00; 638.00�� 38.30; 2,221.10�� 34.00! 2,262.00{� Y � 27 ! f8' Reinf. Cont. P�qe 1�0 1 L.F. T1.06! 3,360.00�� 16.80� 6,55:.00�� 33.00; ��620.001� ;: : 28 I 24' fleinf. Canc. Pipe 90 � L F. 35.00I 3,150.00�f 47.001 ��230.00�1 40.00� 3�b00.001f :i,' � 29 I 24' Cwr. Metal Pipe I 152 I L F. 30.007 4,Sb0.00t� 39.501 6,00�.0011 12.003 6,381.00�� ,,-,;� 7 30 t 29' z IB' Conc. Arch Pipe� 31 7 L F. 95.00� 2,9�S.00tf . 86.80� 2,640.80�� 55.00� 1,105.00�� � 31 I 1B•Reinf. Conc. End Sect1 6 f Each 425.001 2,550.00�� 800.00� 1,800.001� 800.00; 3,600.00�1 � � 32 ; 24' Reinf. Conc. End Sect� 2 { Each 535.001 1,010.00{� 850.00� 1�100.00�7 400.00t 1�800.00�� 'j' 7 33 � Striping 9500 I Lf. 0.181 1,710.00�i 0.40� 3,800.00l; 1.001 9�500.00�! �`,'; � 3� � 50 AoP-3 Pole Breaker 1 I I Each 200.007 200.00�� 275.00� 275.00�� 300.001 300.00�� �':.;� : 35 � Uial Ti�e Switch 1 I Each �OU.00� 400.00�{ 275.00� 275.00�{ 850.00; BSO.00t; • :-,_;y 7 36 I 3'z 12' Alu�. Pole � 12 I Euh 1� 1,035.00� 12,420.00�t 1,090.00� 13�OB0.00�� 1,100.001 13�200.00;� � 37 f 2' Dia. z 8' Fixture Fdn.l 4 ; Each 500.U0; 2,000.007� 845.00� 2,580.00„ 500.001 2,00O.00t� a i� 38 � 2' Uia. x �' Fixture Fdn.7 B � Each 300.007 2,400.00�� �25.001 3�400.00�� �00.00� 3,200.00;� � ;� 34 I S�t6 AL IISE XLPE 1130 � L.F. 1.261 I,B01.80�� l.50� 2�l�S.00tI 5.00� 7,150.0017 ��w � 10 ' 3 i6 AL USE ar UF I60 7 LF. I.eB� 2b8.807� 2.00� 32p.00�i 6.001 960.00�� i �1 1 1�'z 30' Trench 1350 I L.F. 1.60� 5�400.00t� 6.d01 8�410.00l� 6.001 8�100.00�� it � �2 I 1'Electrooagnetic Cand. I 160 � L.F. L b0� 25b.00�� 3.00; 480.00t� 9.00� 1�M0.00�� ' 7 43 � Relocate Existing Fixture; 1 � Each 200.00� 200.00;� 810.00� B10.001� 900.001 400.001� ;� � 1� Splite Bazes 1 I Each SSO.U01 1,100.00�� U0.00� 280.00„ 20D.001 400.007i :7 � 45 � 30�i] PVC Liner 3820 � S.F. 1.5�� 5,7J0.00l, 1.00� 3�820.001� 1.00� 3�820�00�� ;� � t 16 : 30�il PVC Pipe Boots 3 I Each 125.00� 375.00t� J00.001 300.00�i 100.007 300.00„ - x; t �7 � CI. 2 Agg. Base Course 1�1 � Tons 10.00� 1��10.00f� 10.00: 1�4t0.00;� 22.00� 3,102.00�t � �B I Cl. d Agg. Base Course 141 � Tans 12.P07 1�b42.00�� 16.00� 1,410.00f� 22.00; 3�102.00�t � � 14 7 b•6ate Valve 1 � Each 450.00� i50.U0;� 500.00� 500.00�; 800.00� 800.00f� � � 50 1 6' Butterily Valre 1 � Each 200.007 200.00;� 1,000.00; I,OOO.00f� 1,200.007 1,200.00�� t 51 � Pipe Stand and Footing 1 t Eath " 1,000.00� 1,000.00�� 500.00� 500.00�1 1,OQ0.00� 1�000.00:� ; i � 52 � 12' PYC Standpioe ' 1 � Each 600.00t 6U0.00�� 500.00� 500.00�0 400.00� 400.00:� � 53 I 6'Class 160 PVC � 13fi5 � L.F. 6.50� 8,872.SOi� b.00( 8,190.�0�1 7.001 4�SSS.00t� 'y 1 54 � 6' C1. t5Q P4Clezist. enc� 100 � L F. 9.00� 6,300.OQ11 3.20� 2�2q0.U01� 12.00� 6�400.00�� 55 � Ezcavation 475 � C.Y. 1.00� 1,900.�0;1 5.00� 2�315.00�1 5.001 2�315.00„ : 56 � Eebankeent 25 � C.Y. 5.50; 137.50�� 10.00� 250.00„ 5.001 125.001� � � 57 � Headgate Diven StrucL ' 1 � Each I� I,SOO,OOS 1,500.00;� 2,200.00t 2,200.00�1 Z,B00.001 2,BG0.00{; ?:__ t� SB d•Sch, 40 Stl. Pi e ' S0 ; LF. ' 26.00� I,3QO.p0;� 20.�0� I,000.00„ 25.Q01 1,250.00�� ------------------------------------------------------"-------------------"--------------------"--------------------" ' ;------------------------------------------------------��°-----------------��--------------------��--------------------�� P � � TOTAL SCHEDULE R I: 112�551.60�� 367,342.55�1 �26�212.00�: ' � `1't` .__..._-:4 . . . � .. ,. �=, " � � �`!-= i ' - ;�:�:�:;_ ...� . ;:,. ,