HomeMy WebLinkAboutSRA - C25570A r'��`� CITY OF PALM DESERT
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PUBLIC WORKS
INTEROFFICE MEMORANDUM � ''
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To: Mayor and City Council cn ���.'::..�'
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Cc: Carlos L. Ortega, City Manager � ��'��
Homer Croy, Assistant City Manager '� �-�
Paul Gibson, Finance Director -�" �'r'
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From: Mark Greenwood, P.E., Director of Public Works
Date: April 25, 20Q7 .
Subject: Addendum to Staff Report Recommending Award of Contract C25570A for
Construction of Section 29 Assessment Dtstrict 2004-02 Infrastructure to
Yeager-Skanska, Inc.
City Council is set �o award a construction contract for #he infrastructure improvements
associated with Assessment District 2004-02 {Section 29). As noted in the associated report,
staff is recornmending that the bid submitted by the SJ&B Group be deemed non-responsive,
and that the Council award the contract to Yeager-Skanska, Inc.
This recommendation is based on a number of factors. Ttte first issue involves the faifure of
The S J & B Group ta submit all required documents with their sealed proposal. Specifically,
Page C-1-5 of the Contractor's Proposa! was not included with their bid. Information requested
on Page C-1-5 includes (A) date of proposal; (B) name af bidder {contractar) and (C}
acknowledgement by the bidder that they have included all add�nda in determining their bid
amount.
Due to certain "fast track" considerations, this project required the issuance of five contract
addenda. Same addenda were minor in nature while others involved items which could
substantially impact the value of the contractor's proposal. The section titled "Instructians to
Bidders," Page B-2, states, in part, "To be cansidered, a contractor's proposal must list and
take into account all issued addenda. Bids, fo be accepted [emphasis addedJ, musf
acknowledge receipt of all addenda." This acknowledgement was not received with The S J &
B Group proposal.
From staff's perspective, the failure to acknowledge any of the five addenda issued created a
concern in that a number of the addenda dealt with issues/ifems which could materially affect
the final dollar value of the bid. If allowed, this failure to acknowledge the addenda would have
the potential to result in a lower bid up front which wauld need to be corrected by contract
change orders as the project proceeds through construction—obviously, this situation would
create an unfair advantage in the bidding process and is to be avoided.
Memo to Mayor and City Council
Addendum to Staff Report
April 25, 2007
Page 2
The second concern involves the actual propasal submitted by The S J & B Group. On the bid
schedule (the document where all bid item costs are listed and summarizsd), a number af
errors, omissions and illegible entries were nated by staff upon review of the proposal. For
example, the bid total submitted by The S J & B Group was listed as $14,431,952.00. Upon
review, staff discovered errors which, when corrected, resulted in a bid total of$14,327,348.70.
�ne final note of concern invalves the letter dated April 11, 2007 and sent to the Mayor, City
Cauncil, City Manager and others by Duane A. Wille, CE� of The S J & B Group. On the
second page of the letter, ffth paragraph, Mr. Wille makes the statement "1 am enclosing for
your consideration our original bid..." However, the document presented in that letter and
purported to be the "originaf bid" is not, in fact, the original bid. A number of discrepancies
exist between it and the actual bid document. An example of the noted discrepancies is bid
item A-9, "Mobilization," which is Iisted as $1,104,502 in the The S J & B Group "original bid,"
while the actual submitted bid item was at $1,000,000. Page C-8-5 also contains a number of
variations between the actual bid document and that submitted by The S J & B Graup with
their letter of April �1, 20Q7. Attached to this memo are applicable pages from both sets of
documents for comparison.
A number of points have been presented by The S J & B Group in defense of their contract
proposal. What is important to remember is #hat the Public Contract Code requires specific
procedural parameters in the bidding of public projects. These procedures are fo[lowed by the
City of Palm Desert in determining #he lowesfi responsible bidder for a project. Given the
na#ure of the bid discrepancies contained within The S J & B Group submittal, staff
recommends that the contract be awarded to the firm of Yeager-Skanska, fnc., of Riverside,
California.
Submitte By ,✓
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Mark Greenw F od, P.E.
Director of Public Works
Attachments: Applicable pages from The S J & B Group Bid Received 11-02-06
Applicable pages from The S J & B Group Bid Received 04-11-07
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archttectural expense ancE cost of maintaining or construction alternate
facilities occasioned by the failure #o execute and deliver said documents.
It is understood tha#. the quantities shown hereon, except for those quantities
marked "Lump Sum", are but estimates and the finai payment will be based upon
the actual work perFormed, subject ta such adjustmen# and aiterations as
eisewhere provided herein.
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g-2 1 1/2"Asphaft Rubber Hot Mix(ARHM) SF 336828 ,� ,� $ �� �� ��
B_3 3"Asphalt Concrete SF 539115 , .sy� �aZ3Zz zs
g_4 1�0" Class 2 Aggregate Base. SF 194287 , �s'" $ Zd Z Z�r ,w,
B-5 � 7"Class 2 Aggregate Base. SF 336828 /. 'a $ 3t b�� .•
Construct 8" Curb and Gutter Type I Per Palm Desert STD LF 17738 $
B-6 102. /�.?� 3 3 Z�8t 5'�
g_7 Unc[assifled Excavation Incl. Import/Export(F) LS 1 Z se�«r,r $ .Z S.,o�, '.
g_g Signing&Striping (S) LS 1 .�S'�aa•"$ zy�a�•�'
g_g Construct 8" Curb Type il Per Paim Desert STD 103 �F 2524 y ,b o $ Z� �7
B-10 Construct Cross GutEer Type 11 Per Palm �esert STD 108. SF 8100 d,Z n $ ���7d
Construct Curb Ramp, Case A per Riverside County �A 17 $
g_�� Standard 403. y g,�b �y�5�-
Construct Curb Inlet Catch Bas9n per Riverside County EA 7 $
B-12 S#anda�d 300. . �'SrSb y,o�S
Canstruct Gufter Depression per Riv�rside County Standard EA 7 $
8-13 311. 70 o t�t'�,e�
g_�q Construct Cross-Gutter Type I Per Palm Deserk STD 106. SF" 2618 /, �d $ ��7�
g_�� Sawcut and Smooth Join LF 9979 3. �� $ �g 3
8-16 Remave Existing AC Pavement S� 47359 � , � $ ��3�L
8-17 djust to Grade EA 3 �b' $ ,S'` .
g_�g . Remove Exisfing Curb and Gutter LF 3QT1 , w $ g ag
g_�g Remove Existing BarrierCurb • LF 920 /Z u $ �
B-20 Remove Existing AC Berm LF 2209 2 $ z�Sm
8-21 Construct 6" Curb Type II Per Pafm Desert STD 103 LF 1857 �� $ Z�.,�k
g_22 Construct 8"Thick PCC Pavement over 6"Class II AB. SF 2976 3 °'' $ Z�Z.�
' g-23 Construet 5' Sidewalk Per Palm Desert STD 104 SF 6732 , � $ ���� '
Page C-2-5 `
v`
Applicable pages from S J& B
� � bid received 11-02-06 O
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g-2� Construct 8' Meandering Sidewalk Per Palm Desert STD 404 SF 31962 �,Gm $ �,j-mL +
g_2g Install Barricade per Riverside County STD. 810 - �A 2 Z mo o' $ �o.a •
� B_27 Canstrucf Returned Curb Siyle Access Rarnp. EA 2 3�rSa $ ��ma
B_28 Construct Monolithic Median Nose EA 1� �-srn $ �a
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C_� � 2"Asphait Rubber Hot Mix(ARHM). � SF 393574 , za $ LZ . �'
C_2 3"Asphalt Concrete. SF 393574 ,s�" $ G a m� 7
C-3 10" Class 2 Aggregate Base. � SF 393574 , 3 S'"� � 5313� !
' G4 Unclassified Excavation incl. Import/Export(F) LS 1 I,'TS�'�'p $ Z.73�
G5 Signing &Striping {S) LS 9 im,w.o $ Zo�a4-
C-6 8" Curb and Gutter Type f Per Palm Desert STD 102. LF 7534 g,�r � f y�Z�
C-7 . 8"Curb and Type !I Per Pafm Desert STD 103. LF 9536 , ,sd $ oS
C-g Construct Cross Gutter Type II Per Palm Desert STD 9 08. SF 1398 /o,7 a $ � g�
C_g Construct Curb Ramp Per Riverside County STD 403. EA 18 g.so $ Y i a�
Construc#Curb Inlet Catcfi Basin Per Riverside County STD EA 5 $
G90 300, 300A and GOS sGs�� Z,�Z�
Construct Gutter Depression Per Riverside County STD 311 EA 5 $
C-11 Case"C". �m�_ 3�-acs
Construct Brooks Product Catch Basin Per Brooks STD 3636 EA 1 $ .
C-12 Catcii Basin with Traffic Grate. Z�'�' Z Zm p
EA 2 $
C-13 Ad'ust Manhole to Grade of New As halt Pavement � S'c� ���' .
G�4 Relocate Existing �'ire Hydrant to Behind New Gurb EA 1 Z„U $3 L o0
C-15 Construct 8"AC Berm Per Riverside County STD 212 . LF 118 ��► $ �a y�
C-16 Remove Existing Curi�and Gutter LF 820 •� L �
C_q 7 Remove Existing Asphalt Concrete Pavement SF 1785 ,.+� � d
C1 S Remove Asphaft Concrete Berm LF 387 ��r • g�}��
C-19 Remove Portland Cancrete Cement Ramp � EA 2 y��' m o
C_20 Saw-cut AC Pavement LF 1250 S�" G z So •
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p..� 2"ARHM � SF 9618 l, Zb, . $ f/,r�� Ga
D-3� 3"Asphalt Concrete SF 9618 , �� � � a , X�
D-.4 10" Class 2 Aggregate Base SF 96'(8 , 3 S'" $ �g�� 3'
Page C-3-5
Appiicable pages from S J&B
bid receivsd 11-02-06
� �
;�'ic �lfti1 Y . �`'�&' i�f � �'�ti < f�"'t .�i� ��y �� l,+ i r�. u'(st. �f, tl F� . .. t5��. t.�
�:Nd�1T�NI N� St��e�Pl�rijs 6 � 1i��'�t�, �. Y, � , , � .�,�. ',�-� x. ,> ,r , , ,:�, f �tNr , •x
).;: *�,y.:!.'•i',.� 4!i.7� 5`9 :Xi.,.4�'-F.1'��<<:l:':,U� v4�.i���;?'1> �f �spl lr i� �.r l y vF a) ' �.�.f�� w,� - !c� -�.�7•,�•� ,5., r ,.
a
i� � r"L Z e��r.�� ,� r +����31� f t g � � ta �� o, �� x t 4 i i ' i.
k=�C9��i��ied�,�G�ra ci.Fo��D,r,��re�,�..>�;�..k:r���jl,:�,.�:.,���'��_ ��,h,�.,�.�J k i�;`�s��,;,.�c.��NIT3� �'TYx� �09rT',,y,�}. .rr�' '
,OTAL;
Construct 8" Curb and Gutter Type I Per Palm Desert STD LF 4�31 .-
D-6 102. lY.�r � g�of�j,z
p_7 Consfruct Cross-Gufter Type li Per Palm Desert STD 1 a3. �A 1 z,ss.� $ z sar c,
p_g Construc#Sidewalk � LF 591 0� $ !
Canstruct Curb Ramp, Case"A" Per Riverside County EA 2 �,
D-9 Standard 443 y7me � 7 yba
�D-q2 Sawcut& Remove Ex Curb/Curb&Gutfer/AC Paverr�ent LF 730 7 Z �' $�z.s'�
.,: d ')-, n�.. yi ���J'A. � � ry��� lSf 1i. - 1�A-St. „}kt��`���t J'f� *-"�Sie{,try �r r4f ''S' t't.tr.}�Il i�tf� t C ��a>r - -� :
�i�.��B����4.:�f �� �. f. c y r s.� - Y�r aG ,� � 1 titr.'ttim.+n, !'P_ yr� • �rf t y '�1�5�,"'� x�}ti y�.T�1 ,�+ �
u. r � ar: i� x�.,..an.'i.' �s:,: .k4a�..�i i :,i• ' ��.�T� _ ar. 's�. ,rz�y.,.`,t.n � ,sS� Y_ .�L�,� ��.
,�;'`.j{�j ' ,� '',F i� ;� x `5 �,}, (�:>4. r+� �.rzari f ( r ��.r��'M.T� �-i r� � �� �A� i � ' ' � t 'Yw+
` 'Y 1L(� ����{ �p�r ha5 �l t Ys e' 7 4 7 �= t,�. r r�� r5 t[f *Y � � � j �E /� `� t+.�:
s�f S t�� F,•�S�l.,�� �+tIL���`tilm��.,�,�r��1118 ��t���J�tn �+r .r n a r� J���S �. f t��iLlillj�p�i �V �
�.;y.r h+v `j,� �'" �, � �,�� �: ,�:?t� F: ," ,siY� �y`'�i � Fro� .. H r`<st+� 7.. ' � 7'c��:i�.9' 1��.. � :t ayp�.,,x .7.,Ji.Fgr� t l��►�(j' .
.a*, S..'�� .����i+x�t ���t� �:i:Si�t.��'.�j.0.�twy��.��1=�(�g�� 7}vf���L���t�.rJd.h{.`�. v� ..51���-:.t 0 y�i� ..�rYb .�h v� i�r��:.�F� ��if��y�s�5r �v. � �.y^ ..- �.:r 5 ���.,.
5�i.i�Yt�.�i%. :x: .i'.. ..Tt.._ .7�1?Aa�:�..%�i. r.,t,YJ..-h, t,FX�r.. ..�.. :�u� �.`ur �7�.t,,i �ta. 4f..Jn�S:T.k��}�.h�a�a����A:��. � �3 �
i�
' ,Wp�_q 18°DI Water Main �LF 3800 y; a► � 6b,z�v '
WP1-2 18" Di Wa#erMain-Restrained Joints l.F 1330 z *• $ �xL3�,�y�
WP1-3 '12" �I Water Main LF 4333 G��• $�s�, �yS
Wp�_�, 12" DI Water Main-Restrained Joints LF 1868 4 •° $ z8��y
� WP1-5 8" DI Water Main--Restrained Joints L� 46 G p " $ Z�`��
WP1-6 �8" DI Butterfly Valve-Epoxy Lined &Coated EA 27 � y�yo�• $���;Zg •'
Wp�_7 6"Biow-Off Assembly-Per CVWD Standard EA 6 y��a•` $ 7go •
Wp�_g 6" Fire Hydrant Assembly-Wef 6arrel EA 17 S-��s'�° $ �-7 g �
Wp�.g 2"AirNacuum Relief Assembly per CVWD EA 1 �Zoa°" $ �oa `
WP1-10 �"Service and Meter Box-For I�igation EA 1 y oso`' $ R oSd`�
WP1-11 InstaH 24"Steel Casing Per Water P[ans Ph3, Sheet 9 �F 30 Z�•' $ G p,o'
WP1-12 Remove Existing 12"x6" Reducer, 6" GV and 6" Blow-Off EA 4
� Assembly and Connect to Ex. 12"Water Main under direct
district ins ection. 2�77�`� !/, n�ey
Wp�_�3 Remove Existing 12" Di Water Main LF 33 ��rN sg , «�
WP1-14 �Remove Existing 18" DI Water Main � LF 65 ��-" ZZ �S''
•y�,�u:..,,kr ,�yy�_�+T, ���l'✓�k7,�.*��Stc 4l"��./'�'�. y�f 'm � � ��1 i s� ;c }�dt q'-yi' }'.�'i �t('3� � .r,•`L . Z.��yw'�17 r�( ,�. ` ::'�tl� �..hY� 1�.�Y a� ti ni fi . � .x�.. �
A��,'�����.:b_ ...r!i1f��t�,.Y',i�di�P..y't��i`.1�' S8�;l�y�q�+�t...:.tsa�.���i�8?,.;M1. .��.��,�`'„�h�p H'1�, ��F+;�'? ,tr.`F�'A,yyk ��A4� y �t�+#��j'�;S'+'j'�i�.�;�a� f�9t?��i�rP+,�������t��*`.�.
S� -�7s:� �ir .r �f. i .fi.r:X,,x '�. .u:��s��t. .'.)7,. a�. �
1, �..^e.p....r��.7k1:� ,E�."p l•.�ti 7. :s3s,+ '.i� J ."+P' �'Vt t • �a v -,t�> h ,5� �r" � '" iJ�:
�J�� ��` ���`."�AY� ' ����.+. ���.. ;,`" 4;S�Ytj��r��43 +{„����� ��1.1, �.I 'Y'�t�i�l�i�i.f� � "' ��'��' .
(� �� g
���� 1 p�f,�� I� .£1 @� ,.t � � �'�iF R�� � ��'};�!tP('fE�fi . .P�.F7�F . .� �jM;i!'+"s�c x��e -,���Ar D
.a;YE� 1 '}^'f'h �'� * a.tyy. Y ' ?•�� �. >j�.k..r. x p f. �. + V;sN . sA,� �i. ,h'r .1 . . �/�4� . � a�i� �����c�� 4'4f��4,
.z`t�u �ik'. : �. .s.;'N ;?4: a.Stti u� ��� e;,f-��A .t��.� � J� �'r�4 � �i����!fyt�.�i. .�.F {Yr :.C� ���,✓� ..���73.w�3�F!!i.[N� .ia
WP2-� 18" DI Water Main E.F 3063 8�' $ /.y7aZ '
Wp2_2 18" DI Water Main-Restrained Joints LF 504 GL."' � 3 ZbW '
WP2-3 18" Butterfly Valves-Epo�cy L�ined and Caated � � EA . 6 4 ya' $ �7��n
� WP2_4 6" Flre Hydrant Assembly(Wet Barrel) EA 5 G 3S`` $ZlS.!?S •
WP2-5 Remove Existing 18"x6" Reducer, 6" GV and 6" Bl�w-Off EA 4 $
Assembly and Connect to Ex. 98"Water Main under direct '
district inspection. '�9Se' ! �', 8�b"
WP2_g 2" Service with Meter Box for Ir�igat�on. EA 9 Z o ro' $ Z asb
.4 .:.x'" :;p _ h'��v ..;� ,�.�Y .< �fN'��.Ci!ti,'�'t}.y�....V_Sr�h-`a(/_."^r•. ,�, ,r:,.� r's ;r xin �j`q�a�i:�� �' ��.t'+a}a y � �j�r .n.tai`'TM' � ' ' 'c�t+ � syp:• e�rr<a�;�;i •.�y.-: :a.. .:-��
_��:� ; •:v;. ?�r+��7 Y�.et�.� r•' '�i t5 �f;: 4'y`� : y'a.iYit�'�K j t �i 7. �if�` Rf .�.�o�7��k �I �5�i e.,�r4 W R�):'� . ht�D kr.4iY f �` 1 .O�
+�5�: ���t� ; . y i ,N��, �r�?�"'� R.e:71i..r�r�:qlY a n���.i11zF4Y4'ri :.F.��f.i4Y��l�tikFt L.! .+..vA..rl:•�.b's�r���k ?r,��$S,_hT.3 fe }���1'S'�.t�. . �f �-x3.t�Y�.� .
b�, t.. ��: ' �.._',��'"�,.' .,r��,>r �, ,+ .��`�` .:�
Page C�4-5
Applicable pages from S J & B
• . bid received 11-02-06
� �
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�
5.1i�N�(j,�'���t!7��ry fNa�ter,lmprb��nher�P'�a�su�1-,�l�Ci�}Sr�47 +P�����dt�Ls�� Ct �F Y� .:,{�,� � r.,� t j a�. � T ".
t �* 1 F� 4�a���i.q 1.i t� 5 r t .�t!i r },� x � � t f--
y t5 '� -1 .tf l i VY�tGI S�' � yj� i� �: � �i � ' $�a Y�T (,'"i�Y3L.iCl1`y F i y ..> C ��-i
r s5 �� SR r�y- 1�..� ,�`� 5ri i f ,� � y�ii'�s� k r a� 5..� �.Y:7f�}1 Yt Z r
.iNV 5`c .'C�- E :i:.� t s Sn:\:.r.! .i. .c�. .��.�r«,�r,�.c�. � yi�, .S'..u::.i�E. .�s�. s c i
WP3-1 g,'.D! Water M�in � LF 42_ b" $. ,•.
Z!oo
Wpg_2 12" DI WaterMain LF 151'� �o •° $ �oZo
WP3-3 12" DI Gate Valve EA 7 �q�a' $ �3 86a "
Wp�_q, 6"Blow Off Assembly per CVWD Std. EA 3 �yoo° � Zbpa
�/p�..5 1 1I2" Service wifh Meter Box for Irrigation EA 1 �yoa' $ /�,pa -
� WP3-6 Remove Existing 12"x6" Reducer, 6" GV and 6" Blow-Off EA 'i $
Assembly and Connect to Ex. 42"Water Main under direct ., .
district ins ection. �9�� ��sd
�,. ��j r�}y� i .-r'j �' si' r{ ,xs t.v x �i'�ao^��r � 'G�$i r : r .�7' �x 9 �. s . i . �..
r�'���{.IB�I.V kA��` ` s 17. yR -J4��i t'S,' 4{-C i. -lJl��,�tY',�4�6 IF��t �,:,�� �1t�.�3a�,. '4w �!}' a z. � i` i�xt . sti � y� ?ii. .•
��A �.t '�' .:�ri, ���. •ti� �e;�.�'! '� •,i�n,u..t. ut_.:.� I t .T '. ,�n 5'" .I� �a,�.1f '�li�tii.i.�i� � !� �
f.. .F,�..�. �t..v..;t., p +y�.,:.i .1+,. Js.t .T.+� r�. _ ;�r ��. � .i;..
.� �1i a . �/� G h �l�d . ��,:� c - �qr.�.e ESs .. � '.,�'.i.f�,t� o�a' :��aY..Py(.";,�,�"r�� .ttrha'z:�'.. yy{ '� .qr.� 13:T r-� .'}.
�:�,����} ,�,M'�`]x�Y1+1�Rr��WY}r����.���� .������ni��c.i � Ly^' J i�x G'�i R.'{ �� <�t1 r.n.�+t,4�,,{� 1'1 S�f,,�' )U f� I -�'y.,1 1 � I;A�� S
t- .Ft N� x� ��' 1 1. lC �, �t .y U.1,'�,J�,.,.�!�.� ri�.d�Y,y�.�������' `f- r �;,F.�� w f��y�.L f� f� ?s�l:.'.3�� thi6C�y� _�`'-.�3, C,A.,���.1 JAyu,� ,f�.
�F..,?L;2�1c��pzcxZ�ie��:.��: i,����.���.ii � G'�.aw,j,�42�;1�fi��d.�,»,�9��y.r.�'w y�.f t�l�5r��wi.��l�'a��54 { �ata4f��:.�:r.i�it�?t�A�'.�e�,'{�k�$ii.�`.�".S�.�I.f'.`�K,�! ��;� . ;� `7 .,4$�.. � r,;.
f 'i!c � ii` J. L �i<•;'l. ,I.i.�t�.
SC1-1 Construct 98"Welded 316SS Sewer Main LF 427 �,s-y •• $ S Z � ' �
SC1-2 Remove and Reconstruct Existing 48" Diamefer. Sewer EA 3 $ ,
Manhole . s-��b' J�':,f"t�c�
SC1-3 Temporary Pump Sfation per Detaif Sheet 4 EA 4 . y� 96'' $ �7S `
SC1-4 Manhole Discharge Line per Detail Sheet 4 EA 2 /oT�•• $ ��� �•
SC4-5 Cortstruct 4" PVC G900 Temp. Force Main LF 3,113 /e. " � 31 �3 b
SC1-6 Sawcut, Remove and Replace Existing asphalt pavement as SF 450 $
necessary to install temporary sewer farcemain per City of
Palm Deser#Standards `a 3 l Sb '
SC1-7 �xcavated P[ts LS 1 2 0.S�` � Z o,S�o
SC1-8 Remove Existing Sewer Pipeline ' LS 1 j bbG" $ Z e,.,� •
�i�.>,� u:7�s�, y �`'#�y���gy�'���k+�`Ft,}n¢� :d�}�':';�i�x �',�E �,titti�? �r� .,�i;�`l,dicj Sy.`�Q+Irf}'{�;7��.vr'Yi��.'�.,'"i, �3k�b�!°:p��� .� �-F• �� ,kl,����i;�t�'����.�},;{,y7�.tv ;:> .a��.C„ .�
`rs+t���, �;'���l;F;.�iu�Xz?'��4i'ro`'k"�. u;��n'�,�!r.s'�M�3F):'`,�'.!���}��''Y��yGF�i��.'1��. ���,�i�.t���r�,�'?�",�y;��'��}l'���vif'f`.f�'±4r�..:..ti`:..:d�'..:a. �..�'�ix�� .?eK+.�'a$�:i"F:1.1;;5�?���s „F��
�f�.�q. �1 �tij'�`t .#��r.• .• � '� '� Z�w�`•�, �1�4� � � �.'�tf..• 4+�J��l .•� •�� �•�,^ �Y ...��Sats.4+.,�Rri� .h r �� �'�T{�r4
�a''C:;� { �" i j;b Ar""'� � h Y� �,�''{ ��; sfp�� �'�r x � '� .Y�j�.. �y .'a„' � ` �f'.�r,, � F�s��''T,a,�° T4
„�:�� ..���s�����,!'+��° � �� �-.t/+t• � ��'��,.�,� �' .. �,u ... n, H j �"';y,��� '`c'''la;��{�.�i r?'
r�„ , s rcv � �. -F� '� a'i_?Yi � .I,�.re-. ?+ ti., p
SDP1-1 InstalE 18" RCP Storm Drain l.� 463 G y.•• $ �8 a�
SDP1-2 Instali 24" RCP Storm Drain L� 164 G,4" $ IZ y�
SDP1-3 Install 30" RCP Storm Drain LF 1085 d •' $ �Sey•
SDP9-4 Instali 36" RCP Storm Drain LF 2097 Io3.�� � ZiSYt! ''
SDP�-5 � Install 42" RCP Storm Drain . LF 1985 /ZZ,'• $ a �t�
SDP9-6 (nstal!48" RCP Storm Drain LF 625 �y�; •` $ ���a-
SDP9-7 InstaA 54" RCP Storm Drain LF 1306 sb" $ S �
SDP1-8 instali 60" RCP Storm Drain LF 717 !7�` $ z Lz .
SDP1-9 Install 66" RCP 5torm Drain LF 354 /1! '' � G 74� "'
SDP1-10 Insta[I 84" RCP Storm Drain LF 1190, 3 G g�' $ ��pZ '
SDP1-11 install 96" RCP Storm Drain � LF 1838 yo� �' $ ? y� ZZ �
Construct Storm Drain Manhnfe Na.1 PER RCFC&WCD STD EA 11 ��,,3�.. $ ���e
SDP1-12 MH251. - 'Y4
Page C-5-5
Applicable pages from S J & B
bid received 11-b2-06
f�� 1
«�-"�1L �!t .� :u:�;: ��.a t� ��:Y"� - y iz =<�y�J`q��h�iv�l�iy�r3��ti U��'�Jfi��}i� - ' �,a:, s�F. ���1�-_ t :.t,��. _., _
�,r,�DF��i I'��;M,- �����P�'�in,�+I�p; ���t��i ����� � � � ���� �"r�Y ���li'� TQT L ;
''<,:s �.!a i r�tJ �.?1.4�q � �'i h;.f'�q KT:S) �s"9'!y- 7aL y t 1J'. �,rr.. ?i .�.. �, �h 1 y ,4t-s}t,�at�!�i� : t ,� -'�'
! ,L C .; t 1,.y s 1 �.e�-t� � ��..3! , s �� < h." . rt 1--fl' r� � � �t ? ,l"'Z�_ 4S��3-.1 r � �R s � s . t
1..; t �?ND°��'fii.�;;�,�F�. s,�ati�.i£4.. u � tPiY� �`�'L1� ''a' ?�i �'.5 } s'-�;��',S�°� �. s A��ri Ji �y.r ,� �' c vr,<�4 t �OST�
�� S� �►+.�yt:� `FF�'�'4.��, y!li.ri.;� i %�S �� j��.�� i'fe�J�y*ty',. 3 '�� y ,�.r� fA�} �r�'- f�Fy��} > ..�� ���a^ �-r��R5.-.���4n b��} *�', �
.�! / •�T.4.�. � y ���i�Cr` ,�,Ls�s ��{���,.ti .rr� t;r ��s���� F,..,� th,} �4 ���F�+� Yf�' �i���S�r�4� �:t� f Sls;;i �r.fi.: � r`'!y*pt�1�.. _ t r ;�r r �
'i. V�,_ •�.��,8`� ,+} ..'.i..,,i.i.. ,..-.... ..�.,ii.l �l!L.�..::1;:.�..�.F.�'i.'�,.,..4:���Fr?. ... ..t: .��,.@+h�.4!. � .�:. '�r, �'��.:1 na�a� .;S.t• ,r. �� '
L
..a . S-.. . ... • ._... �
. ._.. . �..�.... . .. ...- r .�... .,- '
� Construct Sform Drain Manhole Na.2 PER RCFC&WCD STD EA 24 $
SDP1-13 MH252. '�3� !'I?tocy
Construct Tr�nsitian Structure No.3 PER RC�'C&WCD STD EA 6 $
SDP1-14 TS 303. �,/S�d �.7 Z�a
SDP1-15 Construct Timber Bulkhead PER RCFC&WCD STD M804. EA 6 S-oc $ ;ac,�, -
SDP1-16. Construck Concrete Cofiar PER RCFC&WCD STD M803. . EA 3 � a y,s'• � G�;�b
SDP1-17 . Construct Drywel! PER DETAIL ON PLAN SHT 16 EA � 1 �-�o' $ s~saa►•
� Construct Headwall and Type"A"Straight Wafl PER EA 2 $
, CALTRANS STD. DWG NO. D90A and 90B{2000) EDITION 5,���a' `ag�.Zb'
SDP9-18 AND PER DETAIL ON PLAN SHT 16 •
SDP1-19 Stra#agrid SG950 System for Slope S#ability SY 61629 $
Length=20-Fest far Elev. '�51-170(2' Vertical Spac�ng)
Length=l5-Feet for Elev. 17Q and above (2'Verti�cal �, * �S 2Lj gZ3~
S acin .PER DETAIL ON PLAN SHT. 15 1
SOP1-20 Anchor mat SoiE Eroslan Protection PER MANUFATURE'S SY 11288
SPECIFICATION IN APPENDIX B. • 3�•sb �Y6d7���
SDP1-21 Construct(2)8x10 Sfoped�Protection Barrier PER APWA EA 1 $
STD. 360-1 3S�y� 3�s��
SDP1-22 Construct 42" High Handrail PER APWA STD. 606-2 LF 45 � �3 $ �,G}�3.
5DP1-23 Construct Headwall PER DETAIL ON PLAN SHEET 16. EA 'i g yz5 $ g y zs
SDP1-24 Consfruct 15'x2U'Rip-Rap Pad, 1-Foot thick wlfh 8-inch S� 300 $ .
� Diameter Rock PER PV�►N ON SHEET 13. . /L. " �P��
5DP'I-25 ContractQr to Remove and Dispose Existing Grouted Rip SF 2821 $
Rap Energy Dissipater Pad. �. `� 3"d fZ`
SDP1-26 Contractor to Construct 12"Grouted Rip Rap with 12-inch SF' 6336 $
Naminal Diameter Rock PER DETAIL ON PLAN SHEET 15 L,s o �����
SDP1-27 Contractor to Construct Gravity Headwail PER PEAN SHEET EA - 9 $
15. G yZo 6 yia'
SDP1-28 Construct 18" Inlet Structure PER PLAN SHEET 15. EA 1 G/z a $ G!Z a�
SDP1-29 Unclassified Excavation for Retentian Basin(F) LS 1 pmC,n $3a�ma•
SDP1-30 Remove Existing Concrete box culvert at 35th and Dinah LS 1 , $
Shore. l a•�o o �p��,�
f�tv- ;".�'7ra;' fi�i.�'�'�L".,� '}. k i4 a� :�n YCF ., �t1;.;r. ,�^:w .�.���4. n yw�. r.N_� +..,- t +py ,f"z e "��,' P. Y8 S �.":gil;¢ ��1ia^�y.:t i
,�YS;a7.�.Q� /�°I?. ��t��K,��".-. ��.q��$���5't�M�ay Ey ��S�'q,���y��`!£ �e�e�xcti. �- y�Yi+,�..�t�y��'��3,,�y'� t'� �'r�`i`{x Sr�T�d w,.��:i.t• ��x�7��'*��� �'� ;i,�M� 7
��.3��.,.Y 41L��.. ��-:�.:A.'t��, Mj`•�.,,°3�....s.4433,9:�:t.,�k.. ..q+ .d...3:Xn �%k,.�>.�w .�.,�u�, «�:.d�:S.-a.,a�y:r. Y 4�¢,rr+41�. a.�' r, F �. �iY. � .1., �.e�i�+'� fr
.,?r-�` � %' y� .�. .� y� {+y�p,,,:� �1 �S � �4`1x�fi' ';��" � '..!��.' l3 r�:f.P�Y 3 �y,��'Kw^ 7 u� i tt il r •
.t w'��',�K��t F(�z,Ci�.,At���:+�y1�r$.J, f �,,p,s� �",�x y?'' � �t t� � F:1Z� {t i,�7",�'"-'�- 5 ro`„�t � ��-�£'h.. �1p, � hr p r����•`p��q y,
..�L 5�H'7iFYt M'Ya��i,j,�'f'�y� ���� �1�2 5��� q�rN���7�,%!'.7ti�; �'�k ..���{' Y4 � 7'f'� r�f��4-��'a'X,{}�'. f�hl�, 'E+ } 7�4 I�,�T��7tiFr y'3A� 'SR �jY �4�
� i � fl !b I A 1. �' .'j�f'' sl .h d i 7, iq'`pt .*i
,.�t,�_�a 5� �p��. �� �;k i t*��{���a�y� `�;+1��' �:r`.t��7�t4�"Y � 4�`�''f t_!j��f;. .��'i.��f ��-'� i r�'��t�sid �"�� � fj�, /�yy�y. �ki r Ati�}�'� 1 w >'i
,��:T�?r::����i�'n���a-.,i�„w.�:'�.a,.u.,:;» �:�;"vd.�'.��r.r':�krt?�s7��.�-��h:�F✓h�5.5.1=�4arl�:ic1+�•.a �g�.:,.>?.�•1 Ft;.�a:r `��i i.��4�.- „��� L�i.R���7l��;,,:t,4.;:ti�r,N,�; �.`,:.
By RB�
TS-'[ Gateway Drive and 35fh Avenue(S) LS 1 Z x� �b $
TS-2 Dinah Shvre Drive ar�d 35th Avenue, S �S 1 Z�j $
TS-3 Gateway Drive and Gerald Ford Drive(S) LS 1 z��r�o $
TS-4 Monterey'Avenue at 35�'Avenue (5) � LS 1 r-yo� $
TS-5 Portola Avenue and Gerald Ford Drive(S) �S � ZC�S� $
Page C-6-5
Appficable pages#rom S J &B
bid received 11-02-06
r
+fi 7 iTt+' . ,�. � y . � .. � y,c�. h�r��r t, . tS��rS i !�'at -s�i�. � ..f. .��.r� q ,`.-..: ar�+�w���e� . 1���1►�1 Ye, f 4 �
�•-TSr�I'1'L'��Ni'��y'� '.tr��l4nTa �t�!t���!P�fr�,1`A1bik..klYt t1�.-�Yrc;. � ° "�._ it�'iw��l c.x� , �r f-��IYI� ���-� '���
:i�' ��.itti'�...�:sli:t nS f .`L. � 7 L;y} ?.h��ttz.JT�'3:�(�. �f l� fi* ).i� ��hS z � I-i i �1 .S!.; L ti� '1.<tt . .r:,�� �j �3'',:{.�J. :{' .c'.S�51i � . J �4�G4�1h:h i � � } .
"'t CAn�i u�� `rt"� 1N-.,�t: qx�� .ani�' .Yry.�Jhdy . �� j-��t1Ht���tisy��l - L f�� )� . �isF �i-I�� 1`��' ,�'.� �fj. 1 �'�i
h .).n, r.,+' .,f,�,t .a.a. z�r:�,.� .���::�_ � -� ,i�.,.,�, _ � a.. � � u*.� _,; , � ���. ,;.�s'� ,;�:��T,,_ :TOTAL
... _�._,... .. .... . .._ .. . ... . ... ..... ._ . .�..... . .......
,.. .. ..... _ ... , ._ , . . .. ...
By City of Palm Desert
TS-6 Signai Intercannect Plan-Refer�nce for Routing Only(S} . N/A N/A N/A N/A
;,t�1 `F+z .�,-� �, ,i.. 1t�- �. ,'(a� Tt�C �:Y y .5�. f� r ..d4� � ! � { l .� � .
' V����f�� '1-.{:. ' ' ]: L i � i �f. � R !l ��' r�J !� 1 _ i,` S ./ti � �y C..�.._ •
�,.`A � � . tiir . i.; �'3*t '' �.iti s„�na 1..4� . � X,: 4� t K.1 r c Z.. ro y �i��tt ) „ � �.(t
l :f _ 1. � ��} f. �A. .�... .4.. J':/ It ;.f. 1�_ .�l�-.
II�VIPROi7',��� +x )�, i F i 17� �y i tw K iF � +,+ � t� } � a '�tt5 'a� .�i„ $ +� J !t� + c r
����� xx� a ?5 � �! �"m�. � � trif� t��'� ry� ��y �- �x il-�t� r� � �'�r-1��1 � t," f (�x=i� �h a� � i � . r r t �Jy
' r/� � i�. ,. . .: F��G- ,f�,� P�.^1t� lr� 7 1�1 4.t §+ lk� 1 �1°I, � i � vj d, . ��� + � �'�� y.�,r
�O�A�� 'f 46 ..�6 ' < .��P'�/} t
.a i� fl��.:�:ri. .e:,,tn .L.! 'i'c. �. { .i. .i.� _��.,'� .S. a�..�t'[1„ �:;1�,+ 5 i '�
Miscellaneous $
Street Im rovement Pians b MSA � otbS x°
Street Plans Pre ared b Dudek $ Z `
Street Plans Pre ared b Favreau $ Z ,ty, �
Phase 1 Water Im rovement Plans $ ,�b� l `"
Phase 2 Water Irri rovement Plans � S8 �S 4"
Phase 3 Wa�er Im ravement Plans � � S o "
I-10 Sewer Crossin � Sz s3 '
Storm Drain fm rovement Pians �
Traffic Si nal Plans S � ,OG3 fl
�� + �. w�lat 1Jl,} §: n�+;v� �t,��rr 4 �,w.N. rnnir -w�'tiwl.t�o �r�ybk'��'4�., •s, .o-�(}.E'r, F v , i,= .F{,1�LraF+R�e A.F>+ iY�.s�!�tlurw.. � z,pt i
� � � ,,�R',�r,v�i� .i j�@k. � �� '���i;,�+,{N:�:�!`..t5.�'��r,d`�." ,.�; 1,'1�.;x27�'�7,y xr �' ��'tf,•,l'. r Y,rv'�,�.' �b''1'i'�L 5'+�'}y� �i�F.,Af�+1 j.�v�'i� �"4'i'.h'
, �i�; �} 4� 'F i(XYr'�a����t���{ya,> r' �1:t"Y? ��Y W�y ±�'��if�. '�y",�_,e�i.� aTr��,r�N�Y.'}�k �'t!,,S d'��+.�.i�. :�,{•, .� d��,.,�y�a�.;�2,u}�2a �'�k+u �;J��7� �:4,k rfi'.�•�
:�5t S"ti. F,��. r "4�� �,4 �...��:r,�'�d,,,{„�j;�,}�. � '$,��6 f.��J��1''y -p �4l�R.{�:R ���N+ ,�+,�i� �4� „,.'"{�a�,A� ' ..r �. �.y�2 i.: �f . _�,.�r,k*� '4k�,�C...S SJ�77�� ��.�.t?t cr� �i� i,:
! , .t�;,���"�` i�,��?,'4,tif.;i�g:�q�f"��} �si;�'��r 'Ca�..f '�.q..i�,,,$�,,yrr�.�+.�c�i hj,,,p.,W�;i�lk;,��t, . . f ��..>�Y't�rr�:��r,�'Y'�}�,�� s,�C'F���r d:'�Y.,�4, j,t<ti:: �/ �!,,.
. 3 p� `'�, �iyt�t �?� �:Vrb�����x' � �..�%� �t-it�:�,��',,'�i�,�. r �!e -�.&71•u�Xr�y'`�,q ,��.hi.F r'"�a'h,„i.�.g�iift� f�'�,+.F�}�`�'� � er'rinra�'3 i}�I.��i
'�';:�,� 4i`,:'�r ��� f� .�a..a,��;s�r. ,�;a b!�',.� ,t ��1 ,;, � a� � � �r ,�.���', �' x �,'! .�t { 'vcz l.
!�. :t .c.,�.r>;Su. r.'z�.. a s.7xit 9�,.�Jez ��M1 i1�.t, ��I=t:Y.�a t�:g,�S�_.. ,:�' �t�'�I`'K.!�'.,tl�...°i-0... � ..6�..�a.�.'�`f:'v:`+.,."a �a 3�`,: .'rj. ��.J�.'Y�1� �t.
.y_,
{F) Denotes Final Pay Items•
(S) Denotes Specialty Items
THE REMIANDER OF THIS PAGE IS LEFT INTENTIONAI.I.Y BLANK.
; �
.Page C-7-5 �
Applicable pages from S J&B
bid received 11-02-06
architectural expense and cast of maintaining or construc#ion alternate
facilities occasioned by#he failure to execute and deliver said documents.
ft is understaod that the quantities shown herean, except for those quantities
marked "Lump Surn", are but estimates and the final payment will be based upon
the actual worK performed, s�bjecfi to such adjustment and alfierations as
elsewhere provided herein.
. . . . :. �L![VIT
"A"ITEM NO. .MisceElaneous � � UN[TS Q`i�Y., , �GOST TOTAL
A-1 Mobilization LS 1 ,� �p s at $ to soz
A-2 Traffic Contro[ L5 9 /s: ooa.-� $f,r�oo.
5UB7'OTAL . ' � .. . . �/.!{�r�a
� Sfreet Improvemen#Plans;by M�A/Signir'i j�&S�rip�ng �
Plans by VA Gonsul�tng,lnc . � :i i ? : •
Monterey;Avenue; Ga�eway Dri�e, 35fih A�enu�,`A Sf, 6', • ,, t y UNIT � .
°`B:, IT�M�N0. St.;�C•St:;;:Gerald.Ford.:Qrt�re, ;;'... .��� ; ..,...,^ y_�. ;,�`UNI'f5 Q.TI�,. ,.` C�OST : ;�TOTAL
g_� 2" Asphalt Rubber Hot Mix(ARHM) SF 194287 . 6 �z 33 ��f `'
B_z 1 1/2"Asphalt Rubber Hot MIx(ARHM) SF 336828 a. S �3! �BG. °
B_3 3"Aspha[t Concrete SF 531115 / �,� $�z3,zZB.
g_q 1�" Ciass 2 Aggregate Base. SF 194287 �S $zGZ Z�'7 y'r
g_� 7" Class 2 Aggregate Base. SF 336828 �O �336•8Z� °
Construct 8" Curb and Gut�er Type I Per Palm Desert STD l.F 9 7738 � �
B-6 102. I 8• 7� 3 3Z. S�� sa
B_7 Unclassi�ed �xcavation lnci. lmportlExport(F) LS 1 ��o,avo $Zsa.�op. oO
g_g Signing &Striping (S) LS 1 2,�ac�o`' $�S,aa o. °
p_g Construct 8" Curb Type I! Per Palm Desert STD 103 LF 2524 5 b $��� g °
B-10 Construct Cross Gutter Type li !'er Palm Desert STD 108. SF 8100 �,�o $�� � d b
Consfruct Curb Ramp, Case A per Riverside County EA 17 $
B-11 Standard 403. �qs b."6 8 c�,13 G °
Construct Curb InEet Catch Basin per Riverside County EA 7 $
8-12 Standard 300. 5'8Sd."` �l�, 9 S`"a '�
Construct Gu#er Depression per Riverside County Standard EA 7 $
g_q3 311. 7ua. �� �yGa, "
B-14 Construct Cross-Gutte�Type I Per Palm Qesert STQ 106. SF 2618 �/ �d $2� 7 q�c°
g_�� Sawcut and Smooth Join l.F 9979 ,3, oQ $ 3 b
B-16 Remave Existing AC Pavement SF 47359 ,� , oa $ G��,a�6 6"
B-17 Adjust to Grade �A 3 � �'� "' $ 3 Sb,°d �
B-1 g Remove Existing Curb and Gutter LF 307'I � , o o $ �� 9•, �
g-�g Remove �xisting Barrier Curb LF 920 ob $��, Q y� b
5-20 Remove Existing AC Berm LF 2209 �, oa $��,sb�,�
B-21 Construct 6"Curb Type I( Per Palm Desert STD 1Q3 LF 1657 f�, pn $��„;-e�/,�p
g_22 Construct 8"Thick PCC Pavement over 6"Class II AB. SF 2176 �,3, �a $�g,�g� ''
B_23 Construct 5' Sidewalfc Per Palm Desert STD 1 q4 SF 6732 �,z S $2(,g7 Y �
Page C-2-5
Applicable pages from S J& B
bid received 04-11-07
Street improvement Plans by MSA�,`
Signing&3Str�ping A[ans f�y�Vq Consutt�ng, [r�c.�: �
"B" ITEM NO. :lVlonterey Av�nue,Gateway Drtve; 35fh,A�enue;,A St; B�. � UI�1T
Cantirtued -St., C�t:,'GeraCd��'ord.l]rive� ,: ' :' . UNiTS�QTY.: 'GOST �TOTAi.
g_�4 Construct 6' Meandering Sidewalk Per Palm Desert STD 104 SF 59618 ,3, zs" $ � � �,�� �'a
g_2� Construct 8' Meandering Siciewalk Per Palm Desert STD 104 SF 31962 3, Go $ ��s oG3 �D
g_Zg Install Barricade per Riverside County STD. 810 EA 2 2 000 " $ ylobb`°
B_27 Construct Raturned Curb Style Access Ramp. EA 2 3 g�-d '�$ q q dp,p
g_�g Consfruct Mono(ithic Median Nose EA 1 g$p, "° $ �+�p, 6
SUBTOTAl. • ' � • . .. ,^ ' $ ,aZa y7 6c
Sfireet;Plan�-�y.�Dud'ek ,:
� '
;� D.inah.�Fiore,Rortala,;Geral'd`Ford .:, UNIT
"C"ITEM�No. Si� ning'arid Sfri mg�:Pfans b` Cify-af Palm.`Desert '` UNITS QTY. . :COST' � TC77AL
C-1 2"AspF�a[t R�bber Hot Mix{ARHM). SF' 39357A , za $ � 7Z Z�g•�
C_2 3"Asphalt Concrete. SF 393574 �,ss $ 61a�o�y 76
C-3 10" Class 2 Aggregate Base. SF 393574 /, 3 S $ S3t,32� 06
C-4 Unclassified Excavation incl. Import/Export(F) LS � Z'SbOG``� x'JS,66G.
C-5 Signing &Striping S) LS 1 z o,„o o $Za o00"
C-6 8" Curb and'Gutter Type I Per Palm Deser�STD 102. LF 7534 /g,7�' $ /y �G z
C-7 8"Curb and Type ll Per Palm Desert STO 103. LF 9536 � �a � q�,,� z �
C_g Construct Cross GufterType tl Per Palm Desert STD 108. SF 1398 �o,7d $i4, �B, °
C_g Cdnstruct Curb Ramp Per Riverside County STD 403. EA 18 �19�'a•np$ g �co.°
Canstruct Curb Inlet Catch Basin Per Riverside County S7D EA 5 $
C-10 300, 300A and fi08 ,5"G S"G o° z13'�ZvrC�"
Construct Gutter Depression Per Riverside County STD 311 EA 5 $
C-11 Case"C". 7 ob 0° �3Sad,�
Construct Brooks Product Cafch Basin Per Brooks STD 3636 EA 1 $
C-12 Catch Basin with Traffic Grate. �2�0�'� �,�d o, "
EA 2 $
C-13 d'ust Manhole to Grade of New As halt Favement 51S'Q tl° gora bo
C-14 Rekocate Ewsting Fire Hydrant fo Behind New Curb FA 1 �z oo "` $3zao "'
C-15 Construct S"AC Berm Per Riverside County STD 212 LF 118 �y �O $1� o
C_�g Remove Existing Curb anB Gutter LF 820 77, a� �3, tyo.
C_�7 Remove Existing Asphalt Cor�crefe Pavement 8F 'f 785 o p 7/�v.�'p
C18 Remove Asphalt Concrete Berm LF 387 z�, bp ,5-a , �
e-�g Remove Portland Concrete Cement Ramp EA 2 �oa, �� t/oo. ��'
C-20 Saw-cut AC Pavement LF 1250 �-;db �z�'o,� ,
.
SUBTOTAL ' � .�.:?� :�'. ..., .° ; �:.� ..:.:�� $2 s'`
� 37 1�
Street P1ans=by EaVreau ` ° UiV[T
"D"IT�M No.. Gerald:�o�`d'pri�e �,� , � " � UNITS .QTY:;�C�08T. TO`TAL
D-�{ 2"ARN M � S F 96'I 8 �. �p $ 1/,S�!l.�
D-3 3"Asphalt Cancrete S� 9618 , SS" $!�,�a7 0
D-4 10" Class 2 Aggregate Base S� 9618 .,3� �lz,p�y! `
Page C-3-5
Applicable pages from S J &B
bid received 04-11-07
"�'�IT�M t�a Street P[ans-by�ayreau , UN(T
{Confiinued Gerald Ford Drive. � UN1TS;Q"f'Y.: COST TQFA[.
Consiruct 8" Curb and Gutter Type f Per PaEm Desert STD LF 431
D-6 �02. /�,',7S ���,g�z
p_7 Cons#ruct Cross-Gutter Type (I Per Palm Qesert S7b 103. EA 1 �,S`oo °� $zsoo,b°
p_g Construc#Sidewalk �-� 591 Z�. °6 � 13 .
Construct Curb Rarnp, Case"A"Per Rlverside County EA 2 ,o
D-9 Standard 443 y 7ap � �y°a
p_�2 Sawcut& Remove Ex Curb/Curb& Gutter/AC Pavernent LF 730 z, oo $�z.�5-6p �
SUBTOTA� - $/z����. o
"WP1" ITEM Pha'se.�t.Wate�lrrip'rovementPlan's ��:' UNITS Q'1'Y •,UNiT `: T�'fAL
No, _ . . �C`OST
WP1-1 '�8" DI Water Main LF 3800 7 y p' $��qz� �
WP1-2 18" DE WaterMain-Restrained Join�s LF 'E330 pz. �� $�y�,��Q b
WP1-3 �2" D[Water Main L.F 4333 GS;n� $�� �y �a
Wpq_q. 12" DI Water Main-Restrained Joints LF '1868 G% �o $ �� g2z "
� Wp�_g 8"D!Water Main--Restrained Joints LF 46 �b, �� $2 �Q �
WP1-6 18" DI Butfierfly Vaiva-Epoxy l.ined &Caated Eq 27 y��b•� $�zs-z�pG�
WP1-7 6" Blow-�f#Assembly-Per CVWD Standard EA 6 y�3 0 $�� y8a 6
WP1-8 6" Fire Hydrant Assembly-Wet Barrel EA '17 ,���S;• $ 5-7 ys o
Wp�_g 2"AirNacuum Relief Assembiy per CVW� F�1 3 3�ob �`$ 3 2 0�"
Wi'1-10 2"Service and Meter Box-For Irrigation EA 1 Z asa "'$ z o,�o "
Wp�_�� Instal!24"Steel Casing Per Wafer Plans Ph1, Sheet 9 LF 3Q �o v �� $ �o oG. "
WP1-12 Remove Exis#ing 92"x6" Reducer,6" GV and 6"Blow-4ff EA 4
Assembly and Connec#to Ex. 12"Water Main under direct
district ins ection. 2.7�7b"' Il,d�o °
Wp�..�3 Remove Existing 12"DI Water Main LF 33 ��, bb �--�t �
WP1-14 Remove Existing 18"DI Water Main �-� &� 3S" "a Z�7S. �
`SUB'LC?TAL. �: ,, � ? �.,` ,r, '�� ` '�:. ,. .�' �t j r�/,�'oG;:9J� «.
"WP2"�IT�M ,:PFiase�.1lVater Irnpro�ement P�ans��erald Ford �+� r' UN1T5 QTY UNI"C Tf�TAL:
*� 4 t''.t f ; �� f-,y ! /� pT
:LY�}�. ,;r '' �ira�.Y�r '�f: .r. ��;ii �.�.;. �j VOJ'1 � .
WP2-9 , 1�" DI Water Main LF 3063 8.ad � �_� ,ozy °
�p2_2 18" D!Water Main-Restrained Joints LF 504 ��, °� $ 33,ZG . °
Wp2_3 �S" Butterfly Valves-Epoxy Lined and Coated EA , 6 FfG�d`• $L?,g`1�
Wp2_4 6" Fire Hydrant Assembly{Wet Barrel) EA 5 s�3�°"$�e,t 7� "•
WP2-5 Remove Existing 18"x6" Reduasr,6"GV and 6" Blow-�ff EA 4 $
Assembly and Connect ta Ex. 18"Vlfater Main under direct
district inspection. :��,�p� �c��d a"`
yVp2_g 2"Service with Meter Box for trrigation. EA 9 �c���`� $Z�Sb `
SCIBTOTAL � . ;,->. .-, , $Z3'8,I.5 ' o0
Page C-4-5
Applicable pages from S J & B
bid received 04-11-07
°`WP3"1°FEM Water Improvement P�ans by Hacker Engin�eering
No. , �
WP3-1 $" DI Water Main �.F 42 �-o �� $ 21�n `a
Wp3_2 12" Dl Water Main LF 1517 �a`U � 9 j,o zc�°
WP3-3 '�2" DI Gate Valve EA 7 /�'�b�� $ 3 gGd�
WP3-4 6°Blow OfFAssembly per CVWp Sfd. EA 3 1.�aa�� � �aa tra
Wp3-5 1 1/2" Service with Meter Box for frrigatian EA 1 �yoa 1° $�yo� �"
WP3-6 Remove Existing 12"x6"Reducer, 6"GV and 6" Blow-Off EA 1 $
Assembly and Connect to Ex. 12"Water Main under direcf
district ins ection. �9S`�� `? �'�5 U �
SUBTQTAL . $//T .S`3 ao
°°SC�" 1TEM I-10 Sewer Crossing :. . , :� UNITS Q'f'lf. UNIT� _ �TOTAL
iVo. � � COST.
SC1-1 Construct 18"Welded 316SS Sewer Main LF 427 ,�-y, 4D $G,, ,z� atl
SC1-2 Remove and Reeonstruct Existing 48" Diameter.Sewer EA 3 $
Manhole �S'/�d� �5:55�6'
SC1-3 Temporary Pump S#ation per De�al Sheet 4 ' �A 4 �/G y,G`p $�g,7��� o
SC1-4 Manhole Discharge Line per Detail Sheet 4 EA 2 �Q 73�°$ ����,o
SC1-5 Construct 4" PVC C-900 Temp. Force Main LF 3,113 /o. ab � 31� 3c� �
SC1-6 Sawcut, Remove and Replace Existing asphalt pavemer�t as SF 450 $
necessary to install temporary sewer forcemain per Ctty of
Palm Deser�Standards 7, d� 3iS`b "
SC1-7 Excavated Pits LS 1 z o,�-oa��Z a,Sa p
SC1-8 Remove Existing Sawer Pipeline LS 1 z ooa �� $z aao, a
SUBTO.TAL. , , ,.� ,. . � -' < `.`. .. . ,. . '�. � . . , . � `�jSZ,S3� �o
"S[3p1�"ETEM 5torm Dram Lmprovemen�Pl�ns ;, �, {, ; : , , ,, UNlT5 QTY f tJNIT �TOTAL`.
'1, 7 :t ' ,F. t. �. f .,{ t �.t' 'i }
�NO�.� -:� �. .�_ >,.:. J� ' r .r. CO.ST
. . . . ,. .. ,.. .., .. . .. . . .. ..... ..,. . :..,... � .,.. .. . . . :,.. .. .
SDA1-1 install 18" RCP Storm Drain LF 463 G2, eO $�g,��
SDP1-2 Ins#ail 24" RCP Storm Drain LF 164 G, ao $�z�yG,�
SDP1-3 Instail 30" RCP Storm Drain LF 'I085 d, dp $ p7.G3 b "
gpp1-4 lnstall 36" RCP 5torm Drain LF 2D97 03,bp $y��.
SDP1-5 install 42" RCP Storm Drain LF 1985 JZ2, "O $z�tz, t7V
SDP�I-6 lnstall 48"RCP Storm Drain l.F 625 f��y,`4 � q3 ezS �
SDP1-7 Insia�l 54" RCP Storm Drain L� 'E306 sfj,`a $ l S o `�
SDP�[-8 Insta1160"RCC'Storm Drain LF 717 7b? °'" ��Z7,dZG"'
S�P1-9 Instail 66" RCP Storm Drain LF 354 q1, �� �G G� d
SDP1-10 Insta1184" RCP Storm Drain l.F 1'l90 ,3��g, 6a $y�3 7 zp '
SDP1-1'[ (nstall 96" RCP 5tarm Drain LF 1838 .g,�a�, n` $ gr6 zZ8 �
Construct Storm Drain Manhofe No.1 }�ER RCFC&WCD STD EA 11 �f���„�.$
SDP9-'E2 MH251. � yf,�'�'�
Page C-5-5
Applicable pages from S J & B
bid received 04-91-07
"SpP1"tTEM Storrr�Drain ImpraveinenE P[ans � , UNITS Q7Y. UNIT '1'OTAL
NO. . CC}ST
(Continued) � .
Cortstruct Storm Drain Manhale No.2 PER RC�C&WCD STD �A 24 $
SDP1-13 MH252. f 3a� I g9,zc'+� °
Construct Transition Structure No.3 PER RCFC&WGQ S7D �A 6 �
SDP1-'f A� TS 303. ��S'tl4°O Z 7.Z�p'
SDP1-95 Construct Timber ButEchead PER RCFC&WCD STD M804. EA 6 ,�i`oA.°` $ 3oao,°O
SDP1-16 Construct Concrete Collar PER RCFC&WCD STD M803, EA 3 �a y�'°� $ �13�,d
SDP1-17 Consfruct Drywell PER DETAIL ON PLAN SHT 96 EA 1 ,�-�-ev°" $s-,j-�o,p
Construct Headwall and Type"A"Straight Wal! PER EA 2 $
CALTRANS STD. DWG NO. D90A and 90B(2000) EDITION
SDP1-18 AND PER DETAII,ON PLAN Si-!T 16 $'y zGCa� �08��a o
S�P1-19 Stra#agrid SG150 System for Slope Stability SY 61629 $
Length=20-Feeffor Elev. 151-174(2`Vertical Spacing)
Length�l5-�eet for Etev. 170 and above(2'Vertical
S ac9n . P�R DETAIL ON PLAN SHT. 15 `1. zs 26I,9Z3.`
SDP1-2a Anchor mat Soil Erosion Protectlon P�R MANUFATURE'S SY 'I 1288 �
SPECiFICATiON IN APP�NDIX B. �a;'� 11ao,7Z�j °
SDP1-21 Construct(2}8x10 Sloped Protection Barrier PER APWA EA 1 $
STD. 360-1 3S,s8o �S,S�O
SdP1-22 Construct 42" High Handrall PER APWA STD. 606-2 LF 45 ��3 no $gG�s o
SDP1-23 Construct Headwall PER DETAIL ON PLAN SMEET 16. EA � �7zS.`° $�7Z sa'
SDP1-24 Construct '{5'x20' Rip-Rap Pad, 1-Foot thick with 8-inch SF 300 $
Diameter Rock PER PLAN�N SHEET �3. /6. dO Y86b �
SDP1-25 C�ntractor ta Remove and Dispose Existing Grouted Rip SF 2821 $
Rap Energy Dissipater Pad. 2, b� S!1/z.b
SDP1-26 Con#ractor to Construct 12" Groufed Rip Rap with 12-inch 5F 6336 $
Nomina{ Diameter Rock PER D�TAI�ON PLAN SHEET 15 �,So �f) �g,�b
SDP1-27 Contractor to Construct Gravity Headwall PER PLAN SHEET EA 9 $
15. GyZG`� G °fzo °
5DP1-28 Canstruct 78" Inlet Structure PER PLAN SHEET 15. EA � G1�6�� � G1 zoU�
SDP1-29 Unclassified Excavation for REtention Basin(F) LS 1 3b,aoo." $ 30,ooa, °
SDP1-30 Remove Existing Concrete box culvert at 35fh and l7ineh LS 1 �p$
Shore. /o,aaa �a�,�u�
S[JBTO`C'�iL' r ^ , '$�: y�ay� r`
� TrafFic SignaT Plans � . ; � , '. •. ,� UNt;F :�,; �
"'['S"IT�M.No. ;'.. ,, . '' • U NlTS. QTY.; CO�ST � TQTAL
Sy RBF
TS-1 Gafeway Drive and 35th Avenue(S) �g � �z� �,dp � ���I�p� o0
TS-2 Dinah Shore Driv�and 35th Avenue(S) l.S 1 �y���a $ ?��y�� °°
TS-3 Gateway Drive�nd Gerald Ford Drive S) �S � -��"��Zb ��S!'/z �
TS-4 Mnnterey Avenue at 35 Avenue(S) LS 'i S-y,oac► $,��aoo `
TS-5 Portola Avenue and Gerald Ford Drive (S) �.5 1 zoo.goa"$ Z�o,gb�
Page C•6-5
Applicable pages from S J &B
bid received 04-11-07
"TS"f�'EM No. Traffic Signal P(ans ' � - . UNIT
(Continued) � UNl7S QTY: COST TOTAI.
By City of Palm �esert
TS-6 Signai Interconnect Plan-Reference far Routing Only{S) N/A N/A N/A N/A
SUBTOTAL �/ aG3� "
MPROV�MEIVi'
�LAN TOTAl.S , .
Miscellaneaus �! /! ,so °
Stree#Im rovement Pians b MSA �y,at4�r7 g°
Street Plans Pre ared b qudek �Z,37,i.s s°
Street Plans Pre ared b Favreau �/Z ,/i 6
Phase 9 Wa#er(m t'ovament Plans $/, >oG 911 °
Phase 2 Water lm rovement P(ans $zs8 �s3 'o
Phase 3 Water Im rovement Plans �117,s'3v p
I-1Q Sewer Crossin �73'�536 b
Storm Drain Im rovernent Plans �3 �tg� G7 "°
rafftc Si nal P{ans(S $J v�3 8� •"
GRAN D ;,; , � � '
i'OTAL . , ` , ,, < ,` ' ' : , .$l�,Y�1,,;9 Z°<
��
(F) Denotes Final Pay ltems�
(S) Denotes Specialty ltems
THE R�MIANQ�R O�TH{S PAGE IS LEFT(NTENTI�NALLY BLANK.
Page G-7-5
Applicable pages from S J &B
bid received 04-11-07