HomeMy WebLinkAboutAGENDA REPORT 1992 0325 CC SPC ITEM 11II
h.
MOORPARK ITEM
799 Moorpark Avenue Moorpark, California 93021 (805) 529 -6864
MEMORANDUM
TO: THE HONORABLE CITY COUNCIL
FROM: DIRK LOVETT, ASSISTANT CITY ENGINEER
DATE: MARCH 25, 1992
SUBJECT: CONSIDERATION OF BIDS FOR AWARD OF CONTRACT FOR
THE CONSTRUCTION OF THE HIGH STREET STORM DRAIN,
SIDEWALK, CURB & GUTTER IMPROVEMENT PROJECT
OVERVIEW
Cau. cil N Veflng
f s 199 t --,F/
ACTION:
B
This presents a summary of the bids received for the subject project and
recommends award of a contract for said construction.
DISCUSSION
A. Background
The purpose of this project is to 1) extend an existing storm drain
in High Street from Walnut Street to Magnolia Street consistent
with the Downtown Master Drainage Study; and, 2) construct curb,
gutter and sidewalk improvements at certain locations on High
Street where existing improvements are either substandard or
missing.
B. Fiscal Impact
1. Budget and Funding Sources: The Budget for Fiscal Year
1991/1992 shows the funding for this project as follows:
Gas Tax
Fund 03
High Street Streetscape 20,000
Sidewalk, curbs and gutters 811096
Storm Drains 250,000
351,096
SB -821
Fund 015 Total
20,000
29,452 110,548
250,000
29,452 3801,548
PAUL W. LAWRASON JR. BERNARDO M. PEREZ SCOTT MONTGOMERY ROY E. TALLEY JR. JOHN E. WOZNIAK
Mayor Mayor Pro Tern Councilmember Councilmember Councilmember
Printed On Recvcled Paner
IMPROVEMENTS TO HIGH STREET
MARCH 25, 1992
PAGE 2
C.
Im
E.
2. Project Cost Estimate: The following is an estimate of total
project costs.
Element Estimated Cost ($)
• Design 29,000
• Geotechnical Review 4,000
• Construction 2160,000
• Inspection 25,000
Subtotal 274,000
Contingency (15% ±) 41 000
Total 3151000
Bid Summary
On March 161 1992, bids were received, opened and tabulated. The
total amount bid by the apparent low bidder is $215,317.85. A
summary comparison of the bids received is attached as Exhibit A.
Qualification
The apparent low bidder is Miki Construction of Woodland Hills,
California. The Bidder possesses the proper contractor's licenses
and is experienced in construction of the type of work required.
Inquiries made to previous employers have been favorable. The
Bidder has confirmed that prices bid are accurate and has stated
interest in proceeding with the project.
Boardwalk Option
Pursuant to City Council direction, the bid documents allow the
City to omit the reconstruction of the Boardwalk across from the
Moorpark Melodrama (bid item #49). The net effect of exercising
this option is summarized as follows:
Total Bid Amount $2151,317.85
Deduct Bid Item ##49 (8,200.00)
Est. Additional
Quantity of Sidewalk 2,000.00
Net Deduct Amount (6,200.00) (6,200.00)
Reduced Bid Amount $209,117.85
F. Schedule
It is anticipated that construction will begin by the end of April
and be completed by mid -June.
' IMPROVEMENTS TO HIGH STREET
MARCH 25, 1992
PAGE 3
RECOMMENDATIONS
Staff recommends that the City Council take the following actions.
1. Make a determination regarding the reconstruction of the boardwalk;
2. Award contract for the construction of the subject project having
a scope of work and contract cost as defined by said action;
3. Approve a ten percent (�)I_ontingency for the project and
authorize the City Manager to approve additional work, if required,
for an amount not to exceed fifteen percent (15 %) of the contract
price.
4. Authorize the Mayor to sign necessary contract documents.
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Ex J i b i ,- A
e ____________________________________________________________________________________
________
_______________________
II CITY OF NOORPARY
I Bidder
11
11
VENDOR 1 11 VENDOR 2 11
IIBid Results
I--------------
I1-----------------------
11-----------------------
11-------------------
- - - -11
it
WINE:
II
IINIYI CONSTRUCTION IIHEW SEN. ENGINEERING 11
II Nigh Street
IADDRFSS:
11 Engineer's
Estimate 11
6016 FENIi00D IVE. 11 4845 N. SOUTH BIN RD. II
IISidewalk Rehabilitation
ICITY, STATE:
II
IlVoodland Bills CA 9136711P.0. BOY 7178 11
II and Stara Drains
IPHONE NURSER:
11
11
18181 893 -5232 1101URD CA
93031 II
11
ICOITICT PERSOiI
it
11 (885) 485 -98M II
II Bid: 69- Har-92
11 ----------------------------------------
1
11
ii
II
11
IIITEN DESCRIPTION
11----------------------------------------
11 -----------------------
Est Oty Unit II UNIT $ 1
II---------
II-----------------------
TOTAL BID II UNIT $ 1
II -----------------------
TOTAL BID II UNIT $ 1
il
TOTAL BID II
I I 1 I Traffic Control
I 1 1 LS
I-------------
11 MAN 1
11--------- I-------------
2, 00. N 11 360.0 1
11--------- I---------
3, 60.0 11 4615.N 1
- - - -11
4,615.N 11
11 2 1 Sidewalk
II 1
I 7,M I SF
1 I
11 2.51 1
11 I
17, 5N. N 11
11
2.25 1
15,751.M 11 1.68 1
11, 2N.0 I I
11 3 1 Brim"
1 1,916 1 SF
11 3.58 1
6,716.0 11
I
2.51 1
II I
4,791.0 11 3.75 1
II
7,185.N 11
11 4 1 Curb i Gutter
II I I
1 680 1 LF
I
11 9.0 1
II I
6,121.N 11
II
11. N 1
7,481.0 it 8.71 1
5,916.0 II
11 5 1 Saw Cutting 1
1,121 1 LF
II 1.11 1
1,232.0 II
I
8.75 1
II i
841.0 11 1.51 1
II
561.0 11
11 6 1 H/C Ramps 1
11 I I I
252 1 SF
11 3.51 1
88281 11
3.75 1
945.0 11 2.81 1
514.* I I
11 7 1 Remove A/C 1
II I I
53 1 CT
I
11 26.81 1
!I I
1,378.86 11
II
28.N 1
1,061.0 11 29.81 1
1, 537. N I I
11 8 1 Remove Curb /Gutterl
637 1 LF
11 5.51 1
3,513.58 II
1
3.25 1
!I I
2,171.25 11 3.41 1
II
2,165.89 11
11 9 1 Catch Basin #2 1
II I I
3 1 EA
I
11 1824.0 1
II 1
5,472-W 112,50-89 1
II I
7, 581. N 111, 945.01 1
5,835. M 11
I 1 10 1 Saddle Connection 1
2 1 EA
11 850.81 1
1, 781.0 11
651.81 1
II I
1, 381. N 111, 221.81 1
II
2,449.80 11
I I 11 1 lal Dep #2 [CI 1
II I I
5 1 EA
I
11 465.0 1
II I
2,325. N 11
II
475.81 1
I
2,375. N 11 716.N 1
3,586.n 11
II 12 1 18' RCP 1
83 1 LF
II 47.0 1
3,901.06 11
47.31 1
11 I
3,925.91 11 69.N 1
11
5,727.N II
11 13 1 24' RCP 1
II I I
538 1 LF
I
11 61M I
II 1
33,356.0 11
it
51.25 1
21,834.51 11 55.21 1
29,697.61 11
11 14 1 33' RCP 1
492 1 LF
II SIN 1
41,344.N it
I
61.81 1
II I
29,913.61 11 61.51 1
II
29,766.N 11
11 15 1 Tree Root Barrier 1
11 1 1
581 1 LF
1
11 22-M 1
11 1
11, O/. N I 1
11
11. N I
1
5,111.0 11 1175 1
6,375.N 11
11 16 1 Catch Basin #3 1
2 1 EA
11 4052N 1
8,184.0 113,8N.N 1
11 1
7,60.89 112,441.0 1
11
4,890.0 11
11 17 1 Junction Structure!
11 1 1
2 1 EA
1
11 4243.0 1
II 1
8,48L N 11
II
751.0 1
1, 581. N 11 851.0 1
1,790.99 11
11 18 1 Haoboles 1
4 1 EI
11 265281 1
11,68L81 111,
1
725.81 1
11 1
6, 981.0 112, 511. N 1
II
11,111. N I I
II 19 1 Asphalt 1
II I 1
413 1 Ton
I
II 44.0 1
II 1
18,172 0 11
ii
43.0 1
17,759.N 11 G&W I
26,845.11 II
11 28 1 6' Base 1
381 1 CT
11 33.0 1
9, 981.0 11
1
18. N I
II I
5, 40.0 11 25.M 1
11
7, 581.0 11
II 21 1 Pavement Grinding 1
11 1 1
722 1 ST
1
11 2.96 1
11 1
1,444. N 11
11
3.38 1
1
2,38168 11 4.21 1
3,132.41 11
11 22 1 Crss gtter i Spadr1
1,140 1 SF
11 4.51 1
5,131.08 II
3.75 1
11 1
4,275.N 11 4.51 1
it
5,138.0 II
II 23 1 Yellow Centerline 1
II 1 1
2,00 1 LF
1
11 1.42 1
11 1
80.86 11
11
0.77 1
1
1,546.N II 1.71 1
1,421.0 11
11 24 1 Ubite Prkng Stripes
II i I
1,161 1 LF
1
11 0.42 1
11 I
487.28 11
11
1.41 1
I
11 1
464.86 11 1.38 1
11 I
11
348.0 11
II
11 25 1 Abandon Ctcb Besia l
2 1 EA
112, 081. N 1
4, ON. 0 11
730.0 1
1,466.00 11 591.0 1
1,18@.W I I
11 26 1 Relocate Gras Aeter l
it I 1
1 1 EA
!
11 258.0 1
II 1
251.0 11
ii
561. N 1
I
560.0 11 581. N 1
11
581. N 11
I II
it CM OF MOORPIRX I Bidder
it
11 Bid Results 1--------------11----
1,356.08 11 59.91 1
- - - - --
11 Ina:
1 1 I LS 11 1. N I
I 1 II 1---------
11
11 High Street
ADDRESS:
II Engineez
IlSidevaik Rehabilitation (CITY,
S ?ATE:
11
II and Stan Drains IPHONE
NUMBER:
II
!I ICONTACT
PERSON II
11 Bid: 09- Mar -92 1
I = = == =_=wz=
II
11 ----------------------------------------
IIITEM DESCRIPTION
II ----------
Est Qty Unit II UNIT S 1
II---- - - - - -I
11----------------------------------------
11 Z7 I Remove Striping !
2000 I LF
11 1.66 1
11 28 1 Earthwork I
1 I IS
11 4671.08 1
II I I
11 29 1 Constr Surveying I
I
1 I LS
I I
II 8508.08 1
II 31 1 Clearing /Grubbing 1
1 1 IS
11 148.08 1
11 31 1 1
1
II 1
11 31.1 Adjust Meter Box 1
it I i
11 1 EA
I
11 IN. 08 I
11 I
it 32 1 Adjst Man Bole Elvl
6 1 EI
11 311. N I
11 33 1 Adjst Valve Cvr Ell
11 ! 1
8 I EA
1
11 150.08 1
11 1
11 34 1 Remove E:stng Polel
7 1 EI
11 51.08 1
11 35 1 Yard Drain Asst 1
11 1 1
2 1 EI
1
11 235.08 1
II 1
11 36 1 Relocate Tel line 1
1 I LS
11 511.08 I
11 37 1 Temp I/C curb 1
II 1 1
51 1 LF
1
II 4.50 1
II 1
II 38 1 8' Crb A Etter 1
254 1 LF
II 10.08 1
11 39 1 A/C Rolled Curb 1
61 1 LF
II 4.50 1
1
II 1 1
11 46 1 1' Conduit t MosesI
1
1 1 LF
11
11 59N.N I
11 41 1 Unassigned I
II I I
I
I
11 I
II I
11 41 1 18'x18' Ctcb Basiol
1 1 Ea
11 51141.00 1
11 42 1 12' RCP 1
60 1 LF
11 35.08 1
II TENDLiR 1
------------ II ------------------
IIMIXI COISTRUCTIO1
: Estimate I 1 6016 FENIOOD ITE.
IIVoodland Hills CA
II (818) 883-5232
II
rxAl H
11 VEND1 2 11
---- {-
i------------------- - - - - II
IIBERRY ®. EN6INEERIN6 II
II 4045 I. SOUTH UK RD. II
9136711P.0. BOX 7178 11
11 OHM CI 93131 11
II 1815) 485-9626 it
TOTAL BID II UNIT $ 1 TOTAL BID II UNIT 8 1 TOTAL BID II
------------ II--------- I------------- II--------- 1--------- - - - -11
3,2110. 81 11 1.86 1 3,728.01 11 1.79 1 3, 581.08 11
4,671. N Ilaa• *asaaaI 13,75/.08 117,463.0 1 7,463.08 11
11 1 II 1 11
8,500.1111 114, /11.1 1 4, 01/.1 114, MI. N 1 4,831.1141 11
14/.08 112,111.08 1 2,80.0 114,176.N 1 4,V6.N II
11 I I) I II
1, IN. N 11 75.08 1 825.0 11 26.1110 1 286.08 11
it 1 11 1 11
1, 808. N 11 275.08 1 1,659.1111 11 291. N 1 1,746.1141 11
1, 2N. N 11 171. N 1 1, 361.06 11 215.08 1 1,721.01 11
11 1 11 1 II
358.N 11 59.08 1 359.08 11 121.0 1 849.08 11
47@.W 11 208. N 1 408.08 11 452.91 1 984.08 11
it 1 11 1 II
5, 081.08 112, 311.88 1 2,3111. M I I 50.08 1 508.08 11
225.08 11 11.811 508.08 11 8.591 425.1111 11
II 1 11 1 II
2,56.01 11 13.N 1 3,312.0 11 9.651 2,451.11 11
274.51 11 15.08 1 915.08 11 11.111 677.11 11
II 1 II 1 11
5,110.91 112, 350.0 1 2,359.91 114, 23/.08 1 4,238.10 11
11 1 II I 11
11 1 II I it
S08. N 11 5N.08 1 508.08 11 326.01 321.08 11
2.10.0 11 37.01 2.220. N 11 65.091 3.91110. 0 11
43 1 Remove Concrete
1 151 CY 11 26.00 1
390.08 11 91.08 1
1,356.08 11 59.91 1
885.86 II
45 1 Release
I
1 1 I LS 11 1. N I
I 1 II 1---------
1. N 11 1. N I
- - 1---------
MW 11 1.061
1.611 11
I BASE BID TOLL
I
I 1 11 1
1 I II 1
- -11
242,311.21 11 1
11 I
- - - -11 1---------
284,917.85 11 1
II I
- - - -II
217,668.08 II
II
I
I Bid ALternate
1 I II I
I 1 II 1
II I
II 1
11 I
II I
II
II
I = = == =_=wz=
I 1 11 1
11 1
11 I
I I
481 Remove Brdvlk
I 1 1 LS 11 1708.08 1
1, 708.08 11 1
2, 200.0 112,851. N 1
2,851.0 11
49 1 Constr Brdvlk
1
1 1 1 IS 11 2508.08 1
I 1 11 1---------
2,508.00 II 1
- - - -11 1---------
8,280.08 1laaaaaaaaal
- - - -II i---------
11,3N.N II
- - - -11
I Total 448 i 849
1
--------------------------------------
1 1 11 1
I I II 1
II--------- 1=====___=====
4,2W. 91 11 1
II 1
II--------- 1=====___===
1/, 41.08 11 1
11 1
== 11---------
14,151. N I I
it
1! I
Total 111
II I
246,511.26 11
1 ==
II 1
215,317.85 11
=== ___= = = = =11
it
231,818.08 11
132
II CITY OF MOOR M I
Bidder
11 VEMM 3 II VEEN 4 II VEIDOB 5 11
liBid Results 1--------------
11-----------------------
II-----------------------
II-------------------
- - - -II
11 Inn:
I I J i H OGINEERIIG I IV. MURDOCR i
J. MY I I C. A. RASMIi M I I
II High Street IADDRFSS:
II 79 DAILY DRIVE #169 11 1617 S. FAIR OM AM 11 2360 SHASTA WAY II
IISidewalk Rehabilitation (CITY,
STATE:
IICIIARILLO
CA 93010 11 # 361
11 sill VALLEY
CA 9316511
11 and Store Drains IPBONE
MUMBER:
11 (865) 987
8414 IIPASIDM CA
91983 11
11
11 1CONTACT
PERM II
11 (818) 799 -9862 11 (805) 577-9330 11
II Bid: 09- bar -92 1
11 ----------------------------------------
11
11
II
II
IIITEM DESCRIPTION
II----------------------------------------
il -----------------------
Est Qty UnitlI UNIT $ 1
il ----------------------- 11 -----------------------
TOTAL BID II UNIT 8 1 TOTAL BID II UNIT 6 1
11
TOTAL BID 11
II 1 I Traffic Control I
1 1 IS
il --------- I
II 6060.N 1
------------- II --------- I -------------
6,000.01 11 3000.N 1
11 --------- I -------------
3,000.0 11 311.91 I
II
3,000.N II
11 2 1 Sidewalk 1
11 1
7,606 1 SF
11 1.91 1
13,370.00 II 2.30 1
16,191.91 11 2.75 1
19,250.0 11
1
11 3 1 Driveway 1
1
1,9161 SF
11 1
11 3.01 1
II 1
5,748.1 11 3.50 1
11 1
6,706.1 II 4.651
11
8,909.40 11
11 4 1 Curb A Getter 1
II 1
691 1 LF
1
11 10.01 1
II 1
6,801.0 11 13.N 1
11 1
8, 841. N 11 11.451
11 1
7,71L N 1 I
II
.1
11 5 1 Saw Cutting 1
1,1291 LF
11 3.01 1
3,366.1 II 1.91 1
1,121.1 11 1.791
1,964.1 II
11 6 1 B/C Ramps 1
II I I
2521 SF
11 3.01
756.0 11 5.01 1
1, 260. N 11 4.75 1
1,197. N I I
11 7 1 Remove A/C 1
11 1 I
531 CY
1
11 50.01 1
11 1
2,650.1 II 31.01 1
11 1
1,591.0 II 44.75 1
II 1
2,371.75 11
11
11 8 1 Remove Curb /Gutters
637 1 LF
II 7.N 1
4,459.1 11 1& 1 1
6,370. N 11 7.80 1
4,968.60 II
11 9 1 Catch Basin #2 1
II I i
3 1 EA
I
11 3651.01
II I
18,950.01 11 3200. N 1
II I
9, 601.91 112, 910. N 1
II I
8, 701. N I I
II
I 1 19 1 Saddle Connection 1
2 1 EA
11 459.861
9N. 01 11 6601.01 1
12, 90. N 11 9N. N 1
1, 8N. N 11
11 11 1 Ld Dep #2 10 1
11 l I
5 1 EA
1
11 838.91 1
II 1
4,190.0 11 1261.N 1
it 1
6,000.0 11 816.91 1
II 1
4,050.N 11
11
11 121 18' RCP 1
83 1 LF
11 80.001
6,601.0 11 91.01 1
7,478.011 11 61.01 1
4,9M. N 11
11 13 1 24' RCP 1
11 1 1
538 1 LF
1
11 MM 1
it 1
37,66@.N 11 46.0 1
11 1
24,748.08 11 62. N 1
11 1
33, 356.0 11
II
11 14 1 33' RCP 1
4921 LF
11 74.0 1
36,408.0 11 55-091
27,060.1 11 65.01 1
31,989.91 11
11 15 1 Tree Root Barrier 1
II 1
501 1 LF
11 5.N 1
2,501.611 11 6.1 1
3,10.0 11 13.50 1
6,759.01 11
1
11 16 1 Catch Basin #3 1
1
2 1 EA
II 1
11 3833.01 1
II 1
7, 666.0 1 1 4801.0 1
11 1
8, 000. N 113, 801.0 1
11
7, 601.0 11
11 17 1 Junction Structurel
11 1 1
2 1 EA
1
11 160.891
11 1
3,21110. 0 11 15N.89 1
11 1
3, 010. N 112, 801.0 1
II 1
5, 6N. N 11
II
11 18 1 Manholes 1
4 1 EA
11 2801. N 1
11, 200. N 11 2201.01 1
8, 801.1 113,201.0 1
12, 801. N 11
11 191 ispialt 1
4131 Tam
11 29.50 1
12,183.50 11 52.01
21,47& M 11 C611 1
6105.0
of I 1
I
it M
it ti
ii 4
11 291 6' Base 1
3N 1 CT
11 15. N 1
4, 501.0 11 25.061
7, 50. N 11 23.661
7, 001. N 11
11 21 1 Pavement Grinding 1
722 1 ST
11 5.06 1
1
3,653.32 11 7.1 1
it 1
5,054.0 11 5.1 1
11 1
3,610.N 11
II
11 1 1
II 22 1 Cras fitter i Spodr1
1
1,146 1 SF
II
11 5.181
5,814.0 II 6.01 1
6,841.1 11 7.80 1
8,892.01 11
11 23 1 Yellow Centerline 1
II 1 I
2, 010 I LF
1
11 9.701
11 1
1, 4N. 91 11 1.1 1
11 1
2, 001. N 11 0.95 1
11 1
1, 901. N 11
II
11 24 1 White Prksg Stripel
II
1,160 I LF
11 0.30 1
348.91 11 0.50 1
580.0 II 0.56 1
649.60 11
I 1
11 25 1 Abandon Ctch Basis I
I
2 1 EA
II 1
11 259.09 1
II I
5N. N 111, 091. N 1
II I
7,011.9111 111, 350. N 1
II
2, 701. N 11
II 261 Relocate Gas Meters
II I I
1 I EA
1
11 351.0 1
II I
351.N II 1001.01 1
11 I
1,001.01 II 0.N I
II i
1.N 11
1)
FxtI4, � A
II CITY OF MOORPARK 1 Bidder
11 VENDOR 3 II VENDOR 4 11 VENDOR 5 11
IIBid Results i
--------------
II -----------------------
II -----------------------
II -------------------
- - - - II
II Ina:
I13 i B ENGIREERIB6 IIV. HURDOCI i J. MCCOT IIC.A. RASRUSSER II
II High Street IADDRESS:
11 79 DAILY DRIVE #169 If 1617 S. FAIR OAKS 1VE.11 2360 SHASTA VAT II
IISidevalt Rehabilitation ICITY,
STATE:
IICAMIRILLO
CA 93018 11 # 301
IISIII VALLET
C1 9316511
II and Stara Drains IPHONE
KIRIBER:
II (865) 987
8114 IIPASADEN/
CA 91983 11
11
it 1CONTACT
PEBSOHI1
11 (818) 799 -9882 11 (815) 527 -9331 If
11 Bid: 09- Mar -92 1
II
11
11
it
11----------------------------------------
IIITEI DESCRIPTION
II----------------------------------------
Est Oty
11-----------------------
UnitlI UNIT $ 1
II--------- I-------------
11-----------------------
TOTAL BID II UNIT 8 1
11-------------------
TOTAL BID II UIIT $ 1
- - - -11
TOTAL BID II
11 27 1 Remove Striping 1
2860
1 LF
I I 1. N 1
II--------- I-------------
2,111.N 11 1.86 1
II--------- I---------
3,721.86 11 1.35 1
- - - -II
2, 706. N 11
11 28 1 Earthwork 1
11 1 1
1
1 LS
1
11 59N.0 1
11 1
5, 90.81 I l aaaasaaaa (
II 1
13, 758.0 112, 281.0 1
11 1
2, 216.0 11
11
11 29 1 Cooetr Sia veying 1
1
1 LS
11 5588.0 1
5,5M. N 114, BN. 0 1
4, 606. N 114, 258.0 (
4,256.0 11
11 38 1 Clearing /Grubbing I
1
I LS
11 7800.0 1
7, 068. N 112, 088. N 1
2, 006.0 114,50.0 1
4,50.0 11
11 31 1 1
1
11 1
11 1
II 1
II
11 31 1 Adjust Teter Box 1
11 1 1
11
1 EA
1
11 75.0 1
11 1
825.0 11 75. N 1
11 1
825.0 11 195.06 1
II
2,145.81 II
11 32 1 Ad jet Ian Bole Elv l
6
1 EA
11 275.0 1
1, 658. N 11 775.N 1
1
1, 658. N 11 306.0 1
11
1, S0. N I i
11 33 1 Ad jet Valve Cvr Ell
II I i
8
1 EA
I
11 158.0 1
11 I
1, 261. N 11 178.81 1
II I
1, 360. N 11 225.N 1
II
1, M. N I I
11 34 1 Remove Esetmg Polel
7
1 E1
11 156.0 1
1,856.0 11 56.0 1
1
350.0 II 25.0 1
II
175.0 11
11 35 1 Yard Drain "" 1
II 1 I
2
1 EA
I
11 258.08 1
II 1
5N.0 11 281. N 1
11 1
4111111.06 11 568.0 1
11 I
1,128.0 11
11 36 1 Relocate Tel line I
i
I LS
I 1 18111. N 1
i, 011.0 112, 3N. N 1
2, 306.81 11 6.0 1
II
9.011
11 37 1 Temp 1/C curb 1
II 1 1
51
1 LF
1
11 18.01
II 1
506.0 11 18.08 1
11
506.81 If 13.56 1
675. N 11
11 38 1 8' Crb t fitter 1
254
1 LF
11 11.18 1
1
2,819.40 11 13.0 1
it 1
3,382.0 11 13.561
11
3,429.89 11
II 39 1 A/C Rolled Curb 1
If I I
61
1 LF
I
11 18.0 1
If 1
610.0 11 MIMI 1
11 1
915.00 11 13.58 1
823.58 11
11 48 1 1' Conduit i Boxed
1
1 LF
11 580.81 1
5,101.8111 112, 358. N 1
11 1
2, 356.81 112, 8N. N 1
11
2,8W. 86 11
11 41 1 Unassigned I
II I I
I
1
II I
II 1
II I
If I
II 1
II
II
11 41 1 18148' Ctcb Basia I
1
I Ea
11 750.81 1
758.1111 11 50.0 1
1
506. N 111, 656.0 1
it
1, 651. N I I
11 42 1 12' RCP 1
66
1 LF
11 45.0 1
2, 706.0 11 37.0 1
2,221.0 11 58.0 1
3, 486. N 11
11 43 1 Remove Concrete 1
15
1 CY
11 3111.M 1
451.W 11 98.0 1
1,359.0 11 6B. N 1
1, 626. N I 1
11 45 1 Release I
II 1 1
1
I LS
1
I 1 1.06 1
II 1---------
1.0 11 1.4111111
- - - -11
1.0 11 1.11101
1.111111 11
II 1 BASE BID TOTAL I
II I I
1
I
II 1
II I
1---------
233,461.22 11 1
I{ 1
- - - -II I---------
242,667.0 11 1
II I
- - - -11
261,517.85 II
II
II i I
11 1 Bid 1Lternate I
I
I
II I
II I
II I
II 1
If I
II I
II
II
11 48 1 Remove Brdvlk I
1
I IS
11 330.06 1
3, 306. N 113,50.0 1
3, 506.0 111, 8N. N 1
1,881.0 11
11 491 Cosstr Brdvlk I
11 1 1
1
I IS
1
11 880.06 1
11 1---------
8, 806. N 117, 5N. N 1
- - - -II 1---------
7, 506.0 114, 506.06 1
- - - -11 1---------
4,5M. W 11
- -
11 1 Total #48 9 #49 1
1
11 1
12, 10. N I I 1
11, 811.0 11 1
- -11
(430111.41111 11
132
11 CITY OF HDORPARH
I Bidder
11 YE/DUR 6 II
VEIDOR 7 11
VEIDOR 8 II
1{ Bid Hemalte
I--------------
II-----------------------
II-----------------------
II-------------------
- - - -11
11
I UKE:
I I A-C COISTRUCTIOH I I BLOIS
I I WI01 EII GIMERIIG I I
II High Street
1#DDRESS:
II 4875 SPRING RD II
3373 VENTURA RD II
3658 I. VENTURI BLVD. 11
IISidewalk Rehabilitation
ICITY, STATE:
11HOORPARY
CA 93021 IIVEITURA
CA 93865 11VEHTURA
CA 93861 II
II and Storm Drains
IPHORE HUMBER:
II (805) 529 -3220 11
(815) 656 -1432 II
(885) 648 -3373 II
11
ICOITACT PERSO111
II
it
II
11 Bid: 09- Mar -92
11----------------------------------------
1
11
11
I{
II
IIITEH DESCRIPTION
II----------------------------------------
11-----------------------
Est oty Omit II UNIT $ 1
II-----------------------
TOTAL BID it UNIT 8 1
II-------------------
TOTAL BID II UNIT 9 1
- - - -II
TOTAL BID II
11 1 I Traffic Control
I 1 I IS
11--------- I-------------
II 5750.00 1
11--------- I-------------
5,750.86 11 4000.86 1
11--------- 1---------
4,000.00 1121628.N 1
- - - -11
21,620.00 II
11 2 1 Sidewalk
it 1
1 7,562 1 SF
1 1
II 1.88 1
11 1
13, 16L N it
11
2.N 1
1
14,000. N II
2.14 1
14,980.N 11
11 3 1 Driveway
1 1,112 1 SF
11 3.15 1
6,035.48 II
2.30 1
11
4,486.80 11
1
2.38 1
II
4,568.88 II
II 4 1 Curb i Batter
II
1 788 1 LF
I 1
II 9.89 1
11 I
6,725.20 II
II
10.40 1
I
7,072.86 I
12.N 1
8,160.N II
.I
11 5 1 Saw Cutting
1 1,124 1 LF
II 8.74 1
828.88 11
0.88 1
11
8%.N I
1
1.10 1
II
1,232.N 11
11 6 1 H/C Rempe
1 252 1 SF
11 3.33 1
839.16 11
3.50 1
882.86 11
3.50 1
882.N 11
11 7 1 Remove A/C
11 1
1 17 1 CY
1 1
11 54.88 1
11 1
2,988.64 II
II
150.86 1
1
7,950.91 II
II
31. N 1
1,643.01 11
11 8 1 Remove Curb /Gutterl 577 1 LF
II 5.65 1
3,599.05 II
5.86 1
3,185.N II
1
2.N 1
11
1,274.N II
it 9 1 Catch Basin #2
11 1
1 3 1 E•
1 1
11 2990.86 1
11 1
8,978.09 112,750.0 1
II 1
8,258.06 112,635.0 1
11
7,916.0 11
11 l0 1 Junction Bo:
1 3 1 EA
11 575.91 1
1,158.80 11
7N.88 1
1, 486.86 11
1
476. N I
11
952. N 11
11 11 1 Lcl Dep #2 10
II 1 I
1 5 1 EA
1
it 379.56 1
II I
1,897.56 11
II
250.86 1
I
1,250.86 11
II
364.86 1
1,820.0 11
II 12 1 18' RCP 1
83 1 LF
11 63.25 1
5,249.75 II
78.38 1
6,498.91 11
I
51.86 1
II
4,233.N II
11 13 1 24' RCP 1
11 1 1
538 1 LF
1
11 63.25 1
11 1
34,828.50 11
11
57.W 1
1
314 666. N 11
59. N 1
31,742.N 11
II 14 1 33912 1
492 1 LF
11 74.75 1
36,777.N 11
59.60 1
11
29,323.20 11
1
62.86 1
II
31,504. N II
II 15 1 Tree Root Barrier 1
11 1 1
5N 1 LF
1
11 7.76 1
II 1
3,886 -89 it
11
45.86 1
1
22,580. N 11
11.41 1
5,785.N 11
11 16 1 Catch Basin #3 1
2 1 EA
11 3228. N I
6,44L N 113, 7N. N 1
II 1
7, 480. N 113, 644.86 1
II
7, 288. N I i
II 17 1 Junction Structurel
II 1 1
2 1 EA
1
11 2070. N 1
it 1
4,148. N 111,380.06
1
2,60.0 11
477.N 1
954.N it
II 18 1 Hanholes 1
4 1 EA
II 1840. N 1
II 1
7,360. N 112,220.86 1
II 1
8,8N.N 113,195.N 1
11
12,788.0 11
II 19 1 Asphalt 1
II I I
3 1 Ton
I
II 49.34 1
II I
28,377.42 11
11
97.50 1
I
48,267.50 it
62.0 1
25,606. N II
II 21 1 6' Base 1
19 1 CY
II 31.55 1
9,465.N it
79.46 1
II
23,820.86 II
I
40.86 1
II
12, ON. 86 I
II 21 1 Pavement Grinding I
11 1 1
1,833 1 ST
1
II 6.14 1
11 1
4,433.18 11
II
3.29 1
1
2,375.38 it
4.89 1
3,538.58 II
11 22 1 Crss fitter i Spndrl
840 1 SF
II 4.% 1
5,654.46 11
4.58 1
II
5,138. N II
1
3.56 1
11
4,881.28 11
11 23 1 Yellow Centerline 1
11 1 1
2,111 1 LF
1
11 6.77 1
II 1
1, 548. N I I
11
0.73 1
1
1, 468. N 11
II
6.75 1
1, 5N. N 11
11 24 1 Mite Prkng Stripel
11 1 1
1,634 1 LF
1
11 8.29 1
11
336.41 II
8.29 1
336.41 II
1
0.40 1
11
464.N 11
11 25 1 Abandon Ctch Basin l
2 1 EA
1
11 575.86 1
II
1,151.09 11
1
586.86 1
II
1,10/.86 I I
1
629.16 I
II
1, 258. N I I
11 26 1 Relocate Gas Meter 1
1 I EA
11 115.86 1
it I
115. N 11
II
3N. N 1
I
3M.0 11
II
818. N 1
I
818.N 11
II
II I I I
----------------------------------
- - -- -- ---
-- - - - - -- - - - - - --
f KA &, -V A
II CITY OF MDORPIRK 1 Bidder
------------------------------------------
11 VENDOR 6 11 VENDOR 7 11 VENDOR 8 II
11 Bid Results I--------------
II-----------------------
II-----------------------
II---- --------------
- - - -II
II INANE:
II► -C CONSTRUCTION IIBLOIS
IIUNION ENGINEERING II
II High Street (ADDRESS:
11 4875 SPRING RD 11 3373 VENTURA RD II 3658 N. VENTURA BLVD. II
IISidewalk Rehabilitation ICITY,
STITE:
IIMOWIRN
CA 93121 (IVEMMA
CA 93195 11 VENTURA
CI 93101 11
II and Store Drains IPBONE
NUMBER:
11 (885) 529 -3228 11 (815) 656 -1432 II (815) 648-3373 11
II (CONTACT
PERSON II
11
11
II
11 Bid: 09- Mar-92 1
11----------------------------------------
11
it
(1
II
IIITEN DESCRIPTION
II----------------------------------------
Est Qty
11-----------------------(
UnitlI UNIT 8 1
II--------- I-------------
1-----------------------
TOTAL BID II UNIT 8 1
II-------------------
TOTAL BID II UNIT $ 1
- - - -II
TOTAL BID II
11 27 1 Remove Striping I
2101
1 LF
11 1.94 1
II--------- I-------------
3,880.99 II 1.86 1
II--------- I---------
3,721.68 11 1.93 1
- - - -II
3,861.(1 it
11 28 1 Earthwork I
II 1 1
1
I IS
1
II 7599.01 1
it 1
7,590.01 118,919.91 I
II
8,010.01 II + ++ + + +sa +)
16,444.06 11
II 29 1 Cmstr &wnying 1
1
1 IS
11 4945.11 1
1
4,945.00 114,181.11 1
II 1
4,189.09 114,329.00 1
11
4,329.11 II
II 31 I Clearing /Grubbing I
11 ' 1 1
I
I LS
1
II 2991.46 1
11 1
2,991.46 118,111.11 I
11 1
8,111.11 116,277.0 1
11
6,277.10 11
11 31 1 Adjust Meter Has 1
II 1 1
8
1 Ek
1
11 172.59 1
II 1
1,897.59 11 95.01 1
II 1
1
1,645.01 11 117.01 1
II
1,177.06 11
II 32 1 Adjst In Hole Elvl
1
1 EA
II 291.25 1
1,217.51 II 275.01 1
II 1
1,651.00 11 346.01 1
11
2,176.11 11
11 33 1 Idjst Valve Cvr Ell
II 1 1
5
1 EA
1
II 115.00 1
II 1
921.90 11 185.11 1
11 1
1,481.11 II 283.00 1
it 1
2,264.11 11
11 34 1 Remove Exstog Polel
2
1 EA
II 231.06 1
1,619.00 II 75.10 I
525.11 11 94.01 1
II
658.11 it
II 35 1 Yard Drain Assn 1
11 1 1
2
1 EI
1
11 921.00 1
11 1
1,849.99 11 361.01 1
II 1
720.91 II 517.01 1
II 1
1,914.01 II
11 36 1 Relocate Tel line 1
1
I IS
II 1150.90 1
1,150.11 11 311.91 1
310.01 111,875.91 1
11
1,875.00 11
II 37 1 Temp I/C curb 1
(I I I
51
1 LF
I
11 15.57 1
II I
778.51 11 22.49 1
1,129.01 II 10.91 1
500.10 11
II 38 1 8' CA i Etter 1
254
1 LF
11 9.89 1
II I
2,512.16 1f 19.61 1
11 I
2,692.49 11 13.11 1
II
3,312./1 II
11 39 1 k/C Rolled Curb 1
II 1 I
61
1 LF
I
11 22.13 1
II 1
1,349.93 11 14.51 1
II
884.51 it L IN I
488.01 II
II 49 1 1' Conduit i Hosed
1
1 LF
11 5521.91 1
I
5,521.10 11 +s + + +++ + +1
11 I
12,640.01 114,512.01 1
11
4,512.90 II
11 44 1 Unassigned I
it I I
1
I
11 I
11 I
II 1
it i
II
II 41 1 180zi8' Ctch Basial
1
I Em
11 1389./1 1
II I
1,381.00 it 475.00 1
II i
475.11 II 734.11 1
II
734.91 II
11 42 1 12' RCP 1
61
1 LF
11 74.75 1
4,485.01 11 89.01 1
4,891.91 II 47.10 1
2,821.11 II
11 43 1 Remove Concrete 1
151
CT
11 54.88 1
82129 11 75.11 1
1,125.91 11 32.91 1
481.11 11
II 44 1 Relesse I
11 1 1
1
I LS
1
II 1.0 1
II 1--------
1.00 11 1.11 1
- -- -
1.01 11 1.00 1
1.11 II
II 1 BASE BID TOTAL I
II I 1
I
1
11 1
II I
-II 1---------
237,691.45 II 1
II I
- - - -II 1---------
289,217.98 11 1
II I
- - - -II
269,312.86 II
II
II I I
11 I Bid ILternate I
1
1
II I
11 I
II 1
II i
it I
II 1
II
II
II 48 1 Remove Brdvlk 1
1
1 IS
11 7139.91 1
7,139.86 112,910.00 1
2,911.0/ 112,961.91 1
2,961.11 II
11 49 1 Constr Drdwlk I
11 1 1
1
I IS
1
II 7131.00 1
II 1---------
7,131.01 117,319.00 1
1---------
7,311.11 118,877.0 1
8,877.00 II
II 1 Total 948 i 449 1
II I I
11----------------------------------------
1
I
II 1
II I
11--------- 1=====___=====
- - - -11
14,261.90 11 1
II I
II--------- 1=====___==
- - - -II 1---------
11,221./1 II 1
II I
=== ii---------
- - - -11
11,837.11 II
II
li
I I Total
1( I
11111UM 1
II I
251, 950.45 11 Y%IDI10 111
II I
299, 427.18 I I ><YYY> EM I
II
272,139.86 11
132
F)(A,- 1' 1 t A
II CITY OF MOORPARI
I Bidder
II VENDOR 9 11 OEMDOR 16 11
PENOR 11 it
IIBid Results
I--------------
II-----------------------
II-----------------------
II-------------------
- - - -II
I I
Ina:
I I PAYME E3IG11ERI11G I I R i R PAYING 1 I TIMOTMT J.
FERRIS I I
I I Nigh Street
IIDDRESS:
11 7145 FIRST
STREET 11 1497 LOS ANGELES HE 11
411 1ORTB
YEI1TIIRA ST. I I
IISidewalk Rehabilitation
(CITY, STATE:
II:RIITE 1117
11SATICOY CA
93014 IIOJII CA
931M II
11 and Store Drains
IPBONE MUIMM:
IISIMI VALLEY
CA 93165 11
11
11
II
1CONTACT PERSNii (815) 581 -9159 II (885) 647 -3286 11
(815) 646 -1159 11
II Bid: 19-Mar -92
II----------------------------------------
1
II
If
it
II
IIITEN DESCRIPTION
11----------------------------------------
11-----------------------
Est Qty Unit II UNIT 6 1
11--------- I-------------
II-----------------------
TOTAL BID it UNIT $ 1
II-------------------
TOTAL BID II UNIT 8 1
- - - -II
TOTAL MID II
i I 1 I Traffic Control
1 1 I IS
11 5201.0 1
11--------- I-------------
5,2N. N 1111810.0 1
II--------- I---------
11,01.81 11 5111.0 1
- - - -11
5,M.86 11
II 2 1 Sidewalk
11 1 1
1 7,562 1 SF
1
II 1.54 1
II 1
19,788.N 11 2.25 1
11
15,750. N II
2.58 1
17,5N.0 it
11 3 1 Driveway 1
1,112 1 SF
II 2.64 1
1
5,858.24 11 3.68 1
II
6,897.61 11
1
5.51 1
it
19,53L N II
11 4 1 Curb i Gutter 1
11 1 1
780 1 LF
1
11 9.38 1
11 1
6,324.86 II 15.51 1
it
19,548.N II
18.0 1
12,246.0 11
11 5 1 Saw Cutting 1
1,124 1 LF
11 1.46 1
1
1,56& N II 1.0 1
11
1,121. N II
1
8.35 1
11
392.01 II
11 6 1 N/C Rasps 1
252 1 SF
11 2.71 1
60.48 If 4.50 1
1,134.86 11
7.01 1
1,764.01 11
11 7 1 Remove 11C 1
II 1 I
17 1 CY
1
11 89.01 1
II I
4,248-09 11 17.01 1
II I
901.0 11
75.01 1
3, 975.01 I I
II 8 1 Remove Curb/Gutterl
577 1 LF
II 3.91 1
2,484.31 11 3.75 1
II
2,388.75 11
I
6.01 1
II
3,822. N II
11 9 1 Catch Basin #2 1
11 1 1
3 1 EA
1
11 22N.0 1
11 1
6, 841. N 113, 301. N 1
II 1
9,9N.86 114 2N. N 1
6, 601. N 11
11 N I Junction Box 1
3 1 EA
11 651.0 1
1, 3N. 0 11 501.0 1
11
1, 888.0 11
1
IN. 0 1
II
211. N If
11 11 1 Lcl Dep #2 IC) 1
11 1 1
5 1 U
1
11 251.811
II 1
1, 251.01 111,14N. 0 1
11 1
5, 5N. 0 11
801.0 1
4,10.0 11
11 12 1 18' RCP 1
83 1 LF
11 65.0 1
5,395.41111 11 71.0 1
11
5, 893. N 11
1
54.0 1
11
4,481 N I I
11 13 1 24' RCP 1
II 1 1
538 1 LF
1
11 67. N 1
II 1
36, 846.0 11 61.591
11 1
33,187.01 11
62.0 1
33,356. N I i
11 14 1 33' RCP 1
492 1 LF
11 75.01
36,9011. 80 11 64.511
it
31,734. N 11
1
75.01
11
36,9N. 86 11
11 15 1 Tree Root Barrier 1
11 I I
5N 1 LF
I
11 16. N 1
11 I
8,011.86 11 13.0 1
II I
6, 501. N 11
4.011 1
2, 881.0 11
11 16 1 Catch Basin #3 1
2 1 EA
11 3728.01 1
7,449.0 114, 50. N 1
II I
9, IN. 0 113,111.0 1
11
6,1111.0 11
11 17 1 Junction Stractore I
11 1 1
2 1 EA
1
11 2648.01 1
11 1
5,289.1111 111,158.N 1
If 1
2,31141-89 111,
801.01 1
2, 811. N 11
11 18 1 Manholes 1
4 1 EA
11 2766.01
11, 848.0 113, 801. N 1
11 1
12, 801.01 1 12,101.01 1
11
8, 401. N 11
II 19 1 Asphalt 1
II 1 1
3 1 Ton
1
II 68.35 1
II 1
28,228.55 11 48.0 1
If 1
16,521.n II
II
68. N 1
28,184. N II
11 21 1 6' Base 1
19 1 CY
11 56-621
16, 986.0 11 26. N I
7, 80.0 11
1
45.01 1
11
13,50L N I I
11 21 1 Pavement Grinding 1
11 1 1
1,833 1 ST
1
II 4.861
If 1
2,888.89 11 3.21 1
II 1
2,311.41 11
4.01 1
2,888.09 11
11 22 1 Crss fitter t Spndrl
8461 SF
11 3.95 1
4,513.01 II 5.38 1
11
6,84188 If
1
7.N 1
11
7,988.00 11
11 23 1 Yellow Centerline I
11 1 1
2,M I LF
1
11 8.98 1
11 1
1,011.0 11 0.761
II 1
1,526.98 11
8.71 1
1, 4N. N 11
11 24 1 Mite Prkog Stripel
II 1 1
1,034 1 LF
1
it 8.68 1
11
696. N II 9.361
11
348. N II
1
1.31 I
11
348. N II
11 25 1 Abandon Ctcb Basia I
2 1 EA
1
11 893.N 1
11 1
1,786.n If 801.0 1
11
1, 6N. 0 11
1
121.0 1
11
246.1111 11
II 261 Relocate Gas Meters
II 1 I
1 I EA
1
II 161.011
II I
168.08 II 0.01
it I
11.1111 II
11
360.N 1
1
368.01 11
11
--------------- - ----- - - - - -- - - - -- - - - - -- -- -- - - - - -- - - -- - - - - - --
II CITY W NOORPARL I Bidder
11 VENDOR 9 11 VENDOR 19 11 VENDOR 11 11
IIBid Results I
--------------
{ 1 -----------------------
il -----------------------
II -----------------------
11
I I I
URE:
I I PATH ENGINEERING 112 i N PAVING I I TIINITRY J.
FERRIE I I
II Nigh Street IADDRESS:
11 2245 FIRST
STREET 11 1497 LOS ANGELES AVE 11 411 NONTB
VENIIRA ST. II
IISidewalk Rehabilitation ICITY,
STATE:
IISUITE 117
IISATICOY CA
9384 IIOJAI CA
93123 II
11 and Store Drains IPI
NE NUMBER:
IISINI VALLEY
CA 93165 11
11
II
If ICONTACT
PERSON II (815) 581 -9159 11 (805) 647 -3286 11 (816) 646 -1159 it
it Bid: 19- Mar -92 1
11----------------------------------------
11
II
11
11
IIITEN DESCRIPTION
11----------------------------------------
Est Qty
11-----------------------
Unit II UNIT 6 1
11--------- I-------------
II-----------------------
TOTAL BID it UNIT S I
11---------
11-------------------
TOTAL BID II UNIT $ 1
- - - -11
TOTAL BID II
11 27 1 Remove Striping 1
281
1 LF
11 1.49 1
1-------------
2,88.8 11 1.91 1
II--------- I---------
3,80. 01 11 1.70 1
- - - -II
3, 411. N 1 I
11 28 1 Earthwork I
11 I 1
1
I LS
I
1135631. N 1
II I
35, 630.8 113, 000.0 1
II I
3,18.8 117,1111C9111 1
II I
7, 081. N I I
II
11 29 1 Coostr Surveying I
1
I LS
11 4726.01 I
41,73611111 114, 3N. N 1
4, 311. N 113, iN. N 1
3, 1N. N I I
11 31 1 Clearing /Grubbiag I
it 1 1
1
I LS
1
II 275/.N 1
11 1
2,750.0 112,711.8 1
11 1
2,70.0 117,641.8 1
11
7,641.8 11
11 31 1 Adjust Beter Box 1
II 1 1
8
1 EA
I
11 59. ft 1
II I
551.0 11 161. N 1
II
1
1,768.0 11 55.N 1
11
615. N I I
11 32 1 Adjst In Role Elvl
1
I EA
11 325.N 1
I
1,95& 0 11 391.0 1
II i
2,341.0 11 260. N 1
II
1,561.81 11
11 33 1 Ad jot Valve Cvr Ell
it 1 I
5
1 EA
1
11 51.0 1
II I
4N. N 11 225.81 1
II I
1, M. N 11 21L OO 1
II I
1, 681. N I I
11 34 1 Remove Mm* Pole I
2
1 EA
11 75.0 1
525.N 11 481.0 I
2, 881. N 11 1. N 1
I
1.8 11
11 35 1 Yard Drain Amy 1
11 I 1
2
1 EA
1
11 161.0 1
11 I
322.N 11 590.8 1
it I
1, 810. N 11 258.W 1
II
581.0 11
11 36 1 Relocate Tel line I
1
1 LS
11 280.01 1
2, M. 0 11 @.N 1
I
6.0 11 311. N 1
11
3N. ft 11
11 37 1 Temp A/C curb 1
11 1 1
591
LF
1
11 6.N 1
11 1
3M.48 11 5.8 1
11 1
25@.W 11 10. N 1
5N. N 11
11 38 1 8' Crb i fitter 1
254
1 LF
11 10.28 1
2,591.89 11 15. N 1
11 1
3, 811. N 11 20.N 1
11
5,181. N I I
11 39 1 A/C Rolled Curb 1
11 1 1
61
1 LF
1
11 12.N 1
11 1
732.8 11 7.W 1
11 1
427.8 11 10.09 1
11
61@.W 11
II 40 1 1' Conduit i Boxesl
1
I LF
II 4938.N 1
4,938.8 Ilffffiif *fi
1
19,58.N 113,IN.N 1
11
3, IN. N II
11 44 1 Unassigned I
II I I
1
1
II I
II i
II
II I
11 41 1 18'x18' Ctcb Basin I
1
I Ea
11 621.8 1
620.8 11 756. N 1
it 1
751.8 11 699. N 1
it
681. N 11
11 42 1 12' RCP 1
60
1 LF
11 61.52 1
3,691.28 11 80.0 1
4, 881. N 11 43.8 1
2, 581.0 11
11 43 1 Remove Concrete {
15
1 CT
11 75.86 1
1,125. N 11 35. N 1
525.0 11 161.0 1
2, 4N. N 11
11 44 1 Release 1
II I 1
1
1 LS
I
11 1.8 1
it 1---------
1.81 11 1.8 1
- - -
1." 11 1.0 1
1. N 11
II I BASE BID TOTAL I
II I 1
I
I
11 1
II 1
-II I---------
278,524.49 11 1
11 1
- - - -II I ---------
247,348.75 11 1
II I
- - - - II
254,625.N II
II
it I i
II I Bid Alternate I
I
I
II 1
II 1
it i
II I
it I
11 I
II
II
11 48 1 Remove Brdwik I
1
I LS
11 4660. N 1
4, 661. N 114,5N.09 1
4, 5N. N 113,5W.81 1
3,50. N I I
11 49 1 Constr Brdvlk I
it 1 1
1
I LS
1
1112769.N 1
11 1- --------
12,766.8 IIG,5N.N 1
-- - -11 1---------
6,500.0 II•••••••••I
- - - -II I---------
11,5N.N 11
- - - -11
11 1 Total #48 i #49 1
1
11 1
17,42@.N 11 1
11, 810.8 11 1
15, 011. N 11
Total IIXMMMI 295,944.49 IIMM=I 258,34L75 11 1 269,625.N 1-.