HomeMy WebLinkAbout3/19/2008 - STAFF REPORTS - 2.F. ;O4PALM Sp4
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°q<;F°eakP CITY COUNCIL STAFF REPORT
DATE: March 19, 2008 Consent Agenda
SUBJECT: APPROVAL OF PLANS AND SPECIFICATIONS FOR REHABILITATION
OF RUNWAY 13L-31R & TAXIWAY "E" / CROSS CONNECTORS, CP
07-21, AIP 3-06-0181-44
FROM: Executive Director of Aviation
BY: Department of Aviation
SUMMARY
It is requested that City Council approve the Plans and Specifications, on file in the
Office of the City Clerk, for the rehabilitation of Runway 31 L/13R and Taxiway "E" /
Cross Connectors "B", "D", "F", °H" and "J" at Palm Springs International Airport as
submitted by the Airport's aviation consulting services contractor Reynolds, Smith and
Hills, Inc (RS&H).
RECOMMENDATION:
Approve the plans and specifications for City Project 07-21. AIP 3-06-0181-44,
Rehabilitate Runway 13L/31R & Taxiway "E" /Cross Connectors "B", "D", "F", "H" and
"J" at Palm Springs International Airport, and authorize staff to advertise and solicit bids.
STAFF ANALYSIS:
The plans and specifications for this project have been prepared by RS&H via Airport
Improvement Project (AIP) 41. The project is now ready for public bidding. The RS&H
estimate is attached in the amount of $5,875,905. As part of this project, the City's
standard AIP bid document received a complete revision, with review by Airport staff
and the City Attorney.
The project will benefit the Airport by providing aircraft operating surfaces that are
essentially in a new and optimal condition for the general aviation community, in
accordance with the Airport pavement management plan.
Item 2 e F e
City Council Staff Report
March 19, 2008- Page 2
AIP 44 Approval of Plans and Specs
FISCAL IMPACT:
It is anticipated AIP 44 will be received in the near future from the Federal Aviation
Administration. This grant will fund 95% of the project with the remaining 5% from
Airport Funds.
L
Thomas Nolan, A.A.E., Executive Director
David H. Ready, City Ma
Attachments:
R5&H Estimate
Diagram of project
000002
LOCATION: PALM SPRINGS INTERNATIONAL AIRPORT Reynolds,Smith and I HIS Inc &
ReF Cpnalenp
Date Prt dared.December G,2007
PROJECT DESCRIPTION: Prepar e!9y ARMIBTP
Runway 13L-31 R and T0xiw7y'E'IConndcmrs Rdhab11ltvItm Checked By JJWIBCA
RS&H Prefcn No 224-7195,000
100%Complete
ESt, .0t Proha0lc Project Cost
SCIiEOULEA SCIIEODLEA GCHBOULEA SCIdEQOLEA
OUANYIT, TOTAL AMOUNT QUANTITY TOTAL AMOUM
ITEM NO_F_WORK ITEM DESCRIPTION UN0FIUA17TITYUNIT
PRICE TOTAL AMOUNT
RW 13L�1R Rehablotauon 7W"PlConnector:Reh7htllts0on
SP•2G Pvphregt WorkAhOR LS 1 S2 CDC.00 52,01:1000 1 $240000 $000
P-109.31 1 MobW2atlon(Schedum A-RW 121-431R) LG 1 750% S17070G 56 1 5170,706.511 $0.00
P-100-31 Mobilization Schedule A-TIN rl onnecloml L5 1 7.50% $1902204a $000 1 $190220.44
P-103.10.1 5711ry.11 21curill t5chedule A-RW 12L-31FI LS 1 1GCY, $34141.31 1 $2414131 50.00
P-10210 1 IStlah,and Security Schedule A-TW'E"IConnemarbl I L5 1 1.50% 330 044 09 $D.Oa 1 $36 04,1.09
P-100.5.1 Engineer's Reld Otllcd(SchCdule A-RW 13L-31 R) LS 1 OGO% S240G1.80 1 $24061 s0 $000
P•1a4-51 lPrOlect Gulvey,and Stakeout(Sc90tfic A-RW 13L-31 L5 1 1 2.00% $4552173 1 54552175 5000
R 104-5 t Pro ed Su ive and Stake.,,(Schedule A•TW"E'/Con LS 1 2 00Y .50 725 45 SO 00 1 550725A5
P-105.5.1 Tcmppre ComAructi..Items Seh60ule A-RIM 13L-3 LS 1 1006 $227GO 80 1 $22760 HO $000
I'10551 T.,Polary Construction loms(Schodul,A-TW'E'IC LS 1 100% 52586279 5000 1 S2536273
7-107-41 As halt Pevemenl Removal-Full De th(a-Incb Sy 2 225 525.00 $55 625,00 SO 00 2•'.25 $55 625 CO
P-168-St Mplloll Pavement Milling 12314,Inch Max BY 40500 S500 $24250000 23600 S11900000 24700 $12350000
P-t524.1 Undassltled Excavation CV 500 $2500 $1250000 so cc Soo S1250a 00
P 1521.5 Subprede preparation SY 2225 $G GO $11125 D0 Saga 2225 Sit 12500
p-158-5.1 Erhslon Ind Sebimenlabon CoNrol Lfi 1 $10,00000 $1000000 1 $a.00000 1 $5000 On
R•209-51 CNEhed Apgregme Base Course OY 250 $7509 $18750 CO $000 250 51875000
P a01-91 Plpm Mix Bluminous Pavdmenl•Agpre "to C3(4'MI%I TON 13 4SO S110.a0 $1 470 G0000 6575 $723250111 6 tl]5 $756 250.00
PA0M13.2 Plant MIX 81tt.moom Pavement-Agrograle(1ir MIX) CON 6.015 511E 00 S92172500 2355 $385825 n0 4G60 $53500000
17 ,01.98 Blluminous Material PG 76-221 TON 1400 570000 598000000 65D $455000.00 ]50 5525.EDO 00
P406,6.1 Aspball RemlormnI Mc,h BY B6220 S800 $389760.00 44550 $316,40000 41.670 PS9,36000
P•001.51 Mao,Crack Repair fiGAL1
$2090 S5000.00 250 $500000 50110
P-601.5.2 Cmek Repair al Edge Llghls 550C.00 $50 coo OD 50 $25000,00 50 S25000.00
P-60153 Crack Scalln at 00 $2250000 12000 11200000 10900 $10,50000
P,80251 e0umin0ue Prime Cell $350 $3 0000o 5000 1000 53.50000
P,603.5.1 Bllum11104a Tack Coat $3.50 $56950 OD 13,575 S47$12.50 1 1126 S4943750
P.G0751 Emuhafcd Pavement 5n71L•r 56-DO $585 0000 3700 $2969000 3850 $292DO 00
P-520.51 Runway&TaxiwayPaintlnn WhhOul Reflective Geads SF 63500 $100 $935000C 46000 Wcoo 00 17500 $1]Saa CO
P-520-5.2 RunwayBTexlwa Palntltlq With Rdloptive Bdads 5F 63500 $12G $7937800 45000 W'50000 17500 $21,'75 G0
LITO 51 AdjI Existing Elcvaled Medium Inlen,ily Runway EA 12 375000 $900000 12 S900000 - SO.00
Thre^hold Li m
L 121 51 Atllust Exlstlng Rusn Mounted Mudlum I L•nElty EA 3 $750,00 R 250 0p - $o oC 9 $2250.00
Taxlwa Ed LI m
Estimate Of Prohablo Construction Cast 55,415,905.00 112,175,279.80 $2040,525.20
x�Task 5 0 Bid Phase Services(Lump Sum) $170,321 Do $81,271-00 S60,05100
qQ' Task 5.0 Construction Adminisirmlon(Not•Io-EXCCed) 443,67100 $20,025.00 $231046 00
c� Task 7.0 Resident Pro)dcl Rcpresentativc(Not-m-Excccd) S15o,000.00 $75,000.00 575,000.00
E Task 6.0 ConslNctibn Materials Testing(Not-to-Exceed) $95,609,00 S47,904.00 $47,9G400
Estimate of Probated Project Cost S5,67530500 S2,900,27920 $3,01
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