CC - Item 4D - Garvey Avenue Sewer Relief Line Project - Award of ContractROSEMEAD CITY COUNCIL
STAFF REPORT
TO: THE HONORABLE MAYOR AND CITY COUNCIL
FROM: JEFF ALLRED, CITY MANAGER `
DATE: JULY 28, 2015 �' y
SUBJECT: GARVEY AVENUE SEWER RELIEF LINE PROJECT —
AWARD OF CONTRACT
SUMMARY
As part of the July 2010 tax increment bond issuance by the City's former
Redevelopment Agency, funding was included to increase capacity in the sanitary
sewer system along Garvey Avenue. Based on information gathered as a part of the
Sewer System Management Plan (SSMP), which was completed in 2009, the sewer
capacity along Garvey Avenue needs to be expanded to accommodate current and
future land uses along this corridor. As a part of this project, a sewer relief line will be
built along Bartlett Avenue, between Garvey Avenue and Klingerman Street, which will
divert sewer flow into an existing Los Angeles County Sanitation District sewer trunk line
on Klingerman Street.
On July 8, 2015, the City Clerk received and publically read seven (7) bids for the
construction of this project. Sully - Miller Contracting Co. provided the lowest responsive
bid and it is recommended that they be awarded the contract for this project. In addition
to the Base Bid, which is the described sewer construction, it is recommended that
Alternate Bid Item No. 1 also be awarded. Alternate Bid Item No. 1 is the complete
rehabilitation of Bartlett Avenue with new pavement as the construction activity will have
significant impacts to the existing street surface.
Staff Recommendation
It is recommended that the City Council:
1. Approve the plans and specifications for the Garvey Avenue Sewer Relief Line
Project; and
2. Authorize the City Manager to enter into a contract with Sully - Miller Contracting
Co. in the amount of $1,011,000 and authorize an amount of $150,000.00
(approximately 15 %) as a contingency to cover the cost of any unforeseen
construction expenses.
ITEM NUMBER: 4.D
City Council Meeting
July 28, 2015
Page 2 of 4
DISCUSSION
BACKGROUND
The sewer collection system within the City of Rosemead collects all sewage generated
within the City and conveys it to the Los Angeles County Sanitation Districts water
reclamation plant. The City's sewer system consists of 81 miles of cast iron, ductile iron,
or vitrified clay lines ranging in sizes up to fifteen inches (15 ") in diameter, with the
majority (approximately 95 %) being eight inch (8 ") diameter pipes. The City's sewer
system falls within the County's Consolidated Sewer Maintenance District (CSMD), who
is responsible for the day -to -day maintenance of the system.
In August 2009, the City completed the Sewer System Management Plan (SSMP) which
was a thorough analysis of the City's sanitary sewer infrastructure to help ensure the
proper maintenance and operation of the system. Included in the SSMP was an
evaluation of the hydraulic capacity of the system. In this assessment, several areas of
the City were identified as needing additional sewer system capacity, either based on
existing conditions or potential future growth and development. One such area included
in this assessment was sewer infrastructure on Garvey Avenue, especially between
Bartlett Avenue and the easterly City limit.
The existing sewer infrastructure along Garvey Avenue carries sewer flows on a west to
east path that discharge into a Los Angeles County Sanitation District ( LACSD) trunk
line at the eastern edge of the City. Based on the findings in the SSMP, a preliminary
analysis of the Garvey Avenue corridor was completed in 2013. Based on this analysis,
it was determined that the construction of a sewer relief line along Bartlett Avenue, from
Garvey Avenue to Klingerman Street, would be an efficient method of increasing sewer
capacity in this area.. The relief line would provide added capacity to the City's system
by carrying flows from Garvey Avenue, south along Bartlett Avenue to an LACSD trunk
line on Klingerman Street. The proposed relief line in this area would divert substantial
sewer flows on the existing west to east path and alleviate the sewer capacity issues.
All other potential options involved the construction of a sewer relief line along Garvey
Avenue.
The construction of a sewer relief line along Bartlett Avenue is efficient based on the
following: (1.) The proposed location will help to minimize construction activities and
potential traffic impacts on Garvey Avenue, a heavily traveled arterial roadway; (2.)
During construction, traffic control costs should be reduced by completing work on a
less- traveled roadway; and (3.) Existing underground utilities under Garvey Avenue
leave very little space to accommodate a new sewer relief line. Building a new line in
this area could prove difficult and expensive, with the relocation of some existing utilities
and the need to utilize costly shoring systems to prevent damage to existing utility
infrastructure.
City Council Meeting
July 28, 2015
Paqe 3 of 4
DESIGN
In April 2014, the City Council awarded a contract to CEJ Engineers, Inc. for the design
of the Garvey Avenue Sewer Relief Line Project. The consulting engineers completed a
detailed design for the project and acquired all necessary permits from the Los Angeles
County Department of Public Works and the Los Angeles County Sanitation District.
The Engineer's Estimate for the construction of the sewer improvements was $1.1
Million. CEJ Engineers, Inc. also included construction plans for complete rehabilitation
of Bartlett Avenue to be included as an alternate bid item.
BID
A Notice Inviting Bids (No. 2015 -02) was published in local newspapers and trade
publications on June 25th and July 2 " 2015. Sealed bids were received in the Office of
the City Clerk until 10:30 a.m. on Wednesday, July 8, 2015. At 11:00 a.m. on July 8,
2015, the City Clerk publicly opened and read seven (7) sealed bids with the following
result:
Rank
Bidder
Base Bid
Alternate Bid
Amount
Items #2 &3
1
Sully - Miller Contracting Co.
$ 750,000.00
$
261,000.00
2
Ramona, Inc.
$ 928,972.00
$
216,191.16
3
GRFCO, Inc.
$ 945,830.00
$
181,268.00
4
MNR Construction, Inc.
$ 976,090.00
$
213,694.00
5
Vasilj, Inc.
$ 988,040.00
$
270,424.00
6
Mike Prilch & Sons, Inc.
$ 1,219,711.00
$
200,195.54
7
Mike Bubalo Construction Co.
$ 1,307,045.00
$
253,412.40
Staff has reviewed the bid documents for completeness and the contractors'
backgrounds and recent projects for competency and believes that the bid of Sully -
Miller Contracting Co. is the lowest responsive bid. Sully - Miller Contracting Co. is a well -
regarded general engineering contractor that has completed these types of sewer
construction projects for many public agencies in Southern California. Sully - Miller has
also completed several projects for the City of Rosemead to the satisfaction of the City.
Sully - Miller's base bid price of $750,000 was well below the engineer's estimated cost
of $1.1 Million.
As a result of the low bid prices and available funding in the budget, it is recommended
that the City Council award Alternate Bid Item No. 1 in addition to the Base Bid.
Alternate Bid Item No. 1 includes the complete rehabilitation of Bartlett Avenue, which
consists of the removal and replacement of 2" of asphalt, the repair and replacement of
damaged sidewalk, the installation of new roadway striping, and the planting of new
trees in the parkway. The rehabilitation project will provide the residents with a new
roadway surface rather than one with substantial patches from the sewer work.
Construction is scheduled to begin in September 2015 and last approximately 90 days.
City Council Meeting
July 28, 2015
Page 4 of 4
FINANCIAL REVIEW
Funding for the construction of the Garvey Avenue Sewer Improvements is included in
the bond proceeds from the former redevelopment agency. The total appropriation of
bond proceeds necessary to award this project is approximately $902,650. Funding for
the rehabilitation of Bartlett. Avenue is available through State Gas Tax Funds which
have been included in the FY 2015 -16 Capital Improvement Program for the "Annual
Residential Resurfacing Project ". The total appropriation of Gas Tax Funds necessary
to award Alternate Bid Item No. 1 is approximately $261,000.
As this project is being funded with bond proceeds from the former redevelopment
agency, this project will be presented to the Rosemead Oversight Board for the
Successor Agency to the Rosemead Community Development Commission at its
regularly scheduled meeting in August 2015.
ENVIRONMENTAL REVIEW
This project is categorically exempt from the California Environmental Quality Act
(CEQA) pursuant to Section 15301 (C) of the CEQA Implementing Guidelines.
PUBLIC NOTICE PROCESS
This item has been noticed through the regular agenda notification process.
Prepared By:
Sean Sullivan
Public Works Manager
Prepared
Rafael M. Fajardo, P.E.
City Engineer
Submitted By:
mt
Matthew E. Hawkesworth
Assistant City Manager/
Acting Director of Public Works
Attachments:
(1) Plans and Specifications (Available in the City Clerk's Office)
(2) Bid Analysis
PUBLIC WORKS SERVICE DEPARTMENT/ENGINEERING DIVISION
CITY OF ROSEMEAD
GARVEY AVENUE SEWER RELIEF LINE PROJECT
PROJECT NUMBER: 21845
BID ANALYSIS
BID SUBMITTAL: JULY 8. 2015
SULLY- MILLER CONTRACTING CO.
BASE BID PRICE
#1
ITEM
IDESCRIPTION
ICLEARING AND GRUBBING PER PLANS /SPECS.
QTY
UNIT
_- UNIT PRICE
TOTAL
$ 33,172.00
$ 8,000.00
1
100
1.00
LS
LS
33,172.00
8,000.00
2
DI SPOSAL OF WASTE MATERIALS -
3
PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP)
TRAFFIC CONTROL PLANS PREPARE BY A REGISTERED E NG I NEER
1.00
LS
3,500.00
$ 3,500.00
4
1.00
LS
14 500.00
$ 14,500.00
5
UNCLASSIFIED EXCAVATION
CY
75.00
$ 7,500.00
6
REMOVE AND DISPOSE EXISTING MANHOLE INCLUDING BEDDING
BACKFILLING, AND PAVING PER PLANS AND SPECIFICATIONS COMPLETE
_1_00.00
3.00
EA
2,000.00
$ 6,000.00
7
_- -
CONSTRUCT EXTRA STRENGTH 15 -INCH DIAMETER VITRIFIED CLAY PIPE
(VCP) INCLUDING BEDDING, BACKFILLINF AND PAVING PER PLANS AND
SPECIFICATIONS CO MPLETE
2,600.00
LF
160.00
$ 416,000.00
8
CONSTRUCT 15 -INCH DIAMETER DUCTILE IRON (DI) SEWER PIPE
INCLUDING PIPE STRUCTURE SUPPORT PER SPPWC STD. PLAN 224 -2,
BEDDING, BACKFILLING, AND PAVING PER PLANS AND SPECIFICATIONS
COMPLETE -
_
81.00
LF
500.00
$ 40,500.00
9
REMOVE AND DISPOISE EXISTING 8" VITRIFIED CLAY PIPE (VCP) SEWER
INCLUDING PIPE PLUGS, BEDDING, BACKFILLING, AND PAVING PER PLANS
AND SPECIFICATIONS COMPLETE.
330.00
LF
13.00
$ 4,290
10
_ _ _
CONSTRUCT EXTRA STRENGTH e -INCH DIAMETER VITRIFIED CLAY PIPE
(VCP) INCLUDING BEDDING, BACKFILLINF AND PAVING PER PLANS AND
SPECIFICATIONS COMPLETE
I
176.00
LF
188.00
_
$ 33,088.00
11
CONSTRUCT REINFORCED PRECAST CONCRETE MANHOLE PER LACDPW
STD. PLAN 2003 -2
11 .00
EA
5,500.00
$ 60,500.00
12
CONSTRUCT DROP MANHOLE PER CSD STD PLANS-A -205
1.00
EA_
1
$ 13,000.00
_
13
INSTALL HOUSE CONNECTION REMODELING INCLUDING PAVEMENT PER
SPPWC STD. PLAN 23 -2
41.00
EA
640.00
$ 26,
14
HOUSE LATERAL REPLACEMENT PER SPPWC STD PLAN 222 -2
10.00
LS
1,200.00
$ 12,000.00
15
CONSTRUCT WYUE PER LACDPW STD. PLAN 2024 1
50.00
EA
600.00
$ 30,000.00
16
CONSTRUCT 72" MANHOLE TYPE "E" PER CSD STD. PLAN 24-205
1.00
LS
22,000.00
$ 22,000.00
17
REMODEL AND PLUG EXISTING SEWER MANGLE PER DETAIL WON SHEET
D1
1.00
LS
2,000.00
$ 2,000.00
18
19
REMOVE EXISTING AND CONSTRUCT 18" DIAMETER RCP (2000 -D)
INCLUDING CON CRETE COLLARDS PER SPPWC STD. PLAN 3804
SEWER FLOW BYPASSING AT ALL LOCATIONS PER PLANS
1.00
LS
7,000.00
$ 7,000.00
1.00
LS
2,000.00
$ 2,000.00
20
CONSTRUCT TERMINAL CLEANOUT STRUCTURE PER SPPWC STD. PLAN
204 -2
1.00
EA
900.00
$ 900.00
21
ABANDON EXISTING SEWER. FILL WITH LOW DENSITY CELLULAR
CONCRETE OR CONSTROLLED LOW STRENGTH MATERIAL WITH MIN.
COMPRESSIVE ST RENGTH OF 3000 PSI @ 28 DAY AND PLUG ENDS
830.00
LF
7.00
$ 5,810.00
22
PROVIDE TEMPORARY AND PERMANENT SUPPORT FOR THE 36 RCP
SEWER PER CSD STD. PLAN S -A -222 AND S -A -217
1.00
EA
2,000.00
$ 2,000.00
TOTAL BASE BID PRICE
$ 750,000.00
ALT 1
COLD MILL 2.0 INCHES THICK EXISTING PAVEMENT
91,562.00
SF
0.30
$ 27,468.60
ALT 2
CONSTRUCT 2.0 INCHES THICK PAVEMENT OVERLAY ARHM -GG -C (PG 64-
16) AS INDICATED IN THE PLANS
1,170.00
TONS
125.00
$ 146,250.00
ALT 3
REMOVE EXISTING, DISPOSE AND C ONSTRU C T 4" THIC PCC SIDEWALK
1,200.00
SF
9.00
$ 10,800.00
ALT 4
REMOVE EXISTING, DISPOSE, AND CONSTRUCT PCC CURB RAMP PER
SPPWC STD. PLAN 111 -4
4.00
EA
SF_
3,500.00
26,00$
$ 14,000.00
5,200.00
ALT 5
REMOVE EXISTING, DISPOSE, AND CONSTRUCT s" THICK DRIVEWAY
APPROACH PER SPPWC STD. PLAN 110 -2
200.00
ALT 6
ALT 7
ADJSUT SEWER MANHOLE TO GRADE PER SPPWC STD. PLAN 205 -1, 206 -1
_._ F
INSTALL SURVEY WELL MONUMENT PER CITY OF ROSEMEAD STD. PLAN
S08 -001.
INSTALL TRAFFIC STRIPING, SIGNAL LOOPS, AND PAVEMENT MARKERS --
PER THE STRIPING PLANS ANS SPECIFICATIONS COMPLETE
13.00
EA
_
875.00
111 11,375.00
_.
$ 10,400.00
8.00
EA
1,300.00
ALT 8
_
1.00
LS
EA_
5,506.40
1,500.0
$ 5,506.40
$ 30,000.00
$ 261,000.00
$ 1
ALT 9
INSTALL 36" BOX PARKWAY TREE CRAPE MYRTLE "MUSKOGEE"
20.00
TOTAL ALTERNATE BID ITEM 1 PRICE
_ -
TOTAL BASE BID PRICE +ALTERNATE BID ITEM 7 PRICE
718115
PAGE l
PUBLIC WORKS SERVICE DEPARTMENT/ENGINEERING DIVISION
RAMONA INC.
BASE BID PRICE
#2
ITEM
DESCRIPTION
QTY
UNIT
UNIT PRICE
TOTAL
1
CLEARING AND GRUBBING PER PLANSISPECS.
1.00
_. _.
1.00
LS
LS
24,000.00
$ 24,000.00
2
_.__.
DISPOSAL OF WASTE
1,0 1,000.00
$ 1,000.00
3
PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP)
1.00
LS
5,000.00
$ 5,000.00
4
TRAFFIC CON TROL PLANS PRE BY A REGISTERED ENGINEER
1.00
100.00
LS
CY
_ _5_,000.00
15.00
$ 5,000.00
5
_
UNCLASSIFIED EXCAVATION
$ 1,500.00
6
REMOVE AND DISPOSE EXISTING MANHOLE INCLUDING BEDDING,
BACKFILLING, AND PAVING PER PLANS AND SPECIFICATIONS COMPLETE
3.00
( EA
2,750.00
$ 8,250.00
7
CONSTRUCT EXTRA STRENGTH 15 -INCH DIAMETER VITRIFIED CLAY PIPE
(VCP) INCLUDING BEDDING, BACKFILLINF AND PAVING PER PLANS AND
SPECIFICATIONS COMPLETE
2,600.00
LF
198.00
$ 514,800.00
$ 22,842.00
8
9
-_
CONSTRUCT 15 -INCH DIAMETER DUCTILE IRON (DI) SEWER PIPE
INCLUDING PIPE STRUCTURE SUPPORT PER SPPWC STD. PLAN 224 -2,
BEDDING, BACKFILLING, AND PAVING PER PLANS AND SPECIFICATIONS
COMPLET
81.00
_..
330.00
LF
282.00
REMOVE AND DISPOISE EXISTING 8" VITRIFIED CLAY PIPE (VCP) SEWER
INCLUDING PIPE PLUGS, BEDDING, BACKFILLING, AND PAVING PER PLANS
AND SPECIFICATIONS COMPLETE.
LF
1.00
$ 330.00
_
10
CONSTRUCT EXTRA STRENGTH 8 -INCH DIAMETER VITRIFIED CLAY PIPE
(VCP) INCLUDING BEDDING, BACKFILLINF AND PAVING PER PLANS AND
SPECIFICATIONS COMPLETE
176.00
LF
220.00
$ 38,720.00
11
CONSTRUCT REINFORCED CONCRETE MANHOLE PER LACDPW
PRECAST .
STD. PLAN 2003 -2
1 1.00
EA
9,000.00
$ 99,00
12
-__
CONSTRUCT DROP MANHOLE PER CSD STD PLAN S -A -205
-.
1.00
EA
12,000.00
$ 12,000.00
13
INSTALL HOUSE CONNECTION REMODELING INCLUDING PAVEMENT PER
SPPWC STD. PLAN 23 -2
41.00
EA
2,200.00
$ 90,200.00
14
HO USE LATERAL REPLACEMENT PER SPPWC STD PLAN 222 -2
10.00
LS
2,200.00
$ 22,000.00
15
___..
CONSTRUCT WYUE PER LACDPW STD. P LAN 2024 -1
__ .
50.00
EA
. __. _
800.00
$ 40,000.00
16
CONSTRUCT 72" MANHOLE TYPE "E" PER CSD STD. PLAN 2 -A -205
1.00
LS
23,000.00
$ 23,000.00
17
REMODELAND PLUG EXISTING SEWER MANOLE PER DETAIL "A" ON SHEET
D1
1.00
LS
2,000.00
111 2,000.00
18
REMOVE EXISTING AND CONSTRUCT 18" DIAMETER RCP (2000 -D)
INCLUDING CONCRETE COLLARDS PER SPPWC STD. PLAN 380 -4
1.00
LS
9,500.00
$ 9,500.00
..__-
19
SEWER FLOW BYPASSING AT ALL L OCATIONS PE R PLANS
1.00
LS
5,000.00
$ 5,000.00
20
CONSTRUCT TERMINAL CLEANOUT STRUCTURE PER SPPWC STD. PLAN
204 -2
1.00
EA
3,000.00
111 3,000.00
21
ABANDON EXISTING SEWER FILL WITH LOW DENSITY CELLULAR
CONCRETE OR CONSTROLLED LOW STRENGTH MATERIAL WITH MIN.
COMPRESSIVE STRENGTH OF 3000 PSI @ 28 DAY AND PLUG ENDS
830.00
LF
1.00
$ 830.00
22
._
PROVIDE TEMPORARY AND PERMANENT SUPPORT FOR THE 36" RCP
SEW PER CSD STD. PLAN S -A -222 AND S -A -217
1.00
_ --
EA
1000.00
55.55_.....
$ 1, 000.00
TOTAL BASE BID PRIC
$ 928,972.00
ALT1
_. MILL
COLD MLL 2.0 INCHES THICK EXISTING PAV EMENT
91,562.00
0-
SF
5505__
0.18
$ 16,481.16
ALT 2
CONSTRUCT 2.0 INCHES THICK PAVEMENT OVERLAYARHM -GG -C (PG 64-
16) AS INDICATED IN THE PLANS
1,170.00
TONS
88.00
$ 102,960.00
ALT 3
RU
REMOVE EXISTING, DISPOSE, AND CONSTCT 4" THICK PCC SIDEWALK
1,200.00
SF
13.00
$ 15,600.00
ALT 4
REMOVE EXISTING, DISPOSE, AND CONSTRUCT PCC CURB RAMP PER
SPPWC STD. PLAN 111-4
4.00
EA
1,650.00
$ 6,600.00
ALT 5
REMOVE EXISTING, DISPOSE, AND CONSTRUCT 6" THICK DRIVEWAY
APPR PER SPPW STD. PLAN 110 -2
200.00
SF
13.00
$ 2,600.00
ALT 61
5555 _.. 5.5.55
ADJSUT SEWER MANHOLE TO GRADE PER SPPWC STD. PLAN 205 -1, 206 -1
13.00
8.00
1.00
EA
EA
sso.ao
700.00
$ 12350.00
$ 5,600.00
ALT 7
INSTALL SURVEY WELL MONUMENT PER CITY OF ROSEMEAD STD. PLAN -
S08 -001.
INSTALL TRAFFIC STRIPING, SIGNAL LOOPS, AND PAVEMENT MARKERS
PER THE STRIPING PLANS ANS SPECIFICATIONS COMPLETE
INSTALL 36" BOX PARKWAY TREE CRAPE MYRTLE "MUSKOGEE"
ALT B
ALT 91
LS
10,000.00
$ 10,000.00
20.00
EA
2,200.00
$ 44,000.00
TOTAL ALTERNATE 81D ITEM 1 PRICE
$ 216,191.16
TOTAL BASE BID PRICE + ALTERNATE BID ITEM 1 PRICE
$ 1,145,163.16
W115
PAGE2
PUBLIC WORKS
GRFCO, INC.
BASE BID PRICE
#3
7/8115
PAGE 3
-� ��-
.y.
ITEM
DESCRIPTION
QTY
UNIT
UNIT PRICE
TOTAL�
1
CLEARING AND GRUBBING PER PLANS /SPECS.
1.00
LS
10,000.00
$ 10,000.00
2
DISPOSAL OF WASTE MATERIALS
PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SW PPP)
ITRAFFIC CONTROL PLANS PREPARED BY A REGISTERED ENGINEER
1.00
1.00
LS
LS
1 000.00
3,000.00
$ 1 000.00
..........
$ 3,000.00
3
4
1.00
LS
15,000.0
$ 15,000.00
5
UNCLASSIFIED EXCA VATION
100.00
CY
1.00
$ 100.00
6
REMOVE AND DISPOSE EXISTING MANHOLE INCLUDING BEDDING,
BACKFILLING, AND PAVING PER PLANS AND SPECIFICATIONS COMPLETE
3.00
EA
1,000.00
$ 3,000.00
7
CONSTRUCT EXTRA STRENGTH 15 -INCH DIAMETER VITRIFIED CLAY PIPE
(VCP) INCLUDING BEDDING, BACKFILLINF AND PAVING PER PLANS AND
SPECIFICATIONS COMPLETE
2,600.00
81.
330.00
LF
LF
LF
225.00
300._00
175.00
$ 585,000.00
_ $ 24,300.00
$ 57,750.00
8
CONSTRUCT 15 -INCH DIAMETER DUCTILE IRON (DI) SEWER PIPE
INCLUDING PIPE STRUCTURE SUPPORT PER SPPWC STD. PLAN 224 -2,
BEDDING, BACKFILLING, AND PAVING PER PLANSAND SPECIFICATIONS
COMPLETE
REMOVE AND DISPOISE EXISTING 8" VITRIFIED CLAY PIPE (VCP) SEWER
INCLUDING PIPE PLUGS, BEDDING, BACKFILLING, AND PAVING PER PLANS
AND SPECIFICATIONS COMPLETE.
CONSTRUCT EXTRA STRENGTH 8 -INCH DIAMETER VITRIFIED CLAY PIPE
(VCP) INCLUDING BEDDING, BACKFILLINF AND PAVING PER PLANS AND
SPECIFICATIONS COMPLETE
9
10
176.00
LF
165.00
$ 29,040.00
.
11
CONSTRUCT REINFORCED PRECAST CONCRETE MANHOLE PER LACDPW
STD, PLAN 2003 -2
CONSTRUCT DROP MANHOLE PER CS STD PLAN S -A -205
11.00
1.00
EA
EA
5,000.00
8
$ 55,000.00
12
$ 8,000.00
13
INSTALL HOUSE CONNECTION REMODELING INCLUDING PAVEMENT PER
SPPWC ST D. PLAN 23 -2
41.00
EA
2,000.00
$ 82,000.00
14
HOUSE LATERAL REPLACEMENT PER SPPWC STD PLAN 222 -2
10.00
LS
2,000.00
$ 20,000.00
15
CONSTRUCT WYUE PER LACDPW STD. PLAN 2024 -1
50.00
EA
400.00
$ 20 000.00
16
CONSTRUC 72" MANHOLE TYP "E" PER CSD STD PLAN 2 -A -205
1.00
LS
10,000.00
$ 10,000.00
17
REMODEL AND PLUG EXISTING SEWER MANGLE PER DETAIL WON SHEET
D1
1.00
1.00
LS
LS
2000.00
4,000.00
$ 2,000.00
$ 4,000.00
18 18
REMOVE EXISTING AND CONSTRUCT 18" DIAMETER RCP (260W
INCLUDING CONCRE COLLARDS PER SPPWC STD. PLAN 380 -4
19
SEWER FLOW BYPASSING AT ALL LOCATIONS PER PLANS
1.00
LS
5,000.00
$ 5,000.00
20
CONSTRUCT TERMINAL CIEANOUT STRUCTURE PER SPPWC STD. PLAN
204 -2
1.00
EA
LF
EA
2,000.00
8.00
3,000.00
$ 2,000.00
$ 6,640.00
$ 3,000.00
21
ABANDON EXISTING SEWER. FILL WITH LOW DENSITY CELLULAR
CONCRETE OR CONSTROLLED LOW STRENGTH MATERIAL WITH MIN.
COMPRESSIVE STRENGTH OF 3000 PSI @ 28 DAY AND PLUG ENDS
830.00
1.00
22
PROVIDE TEMPORARY ANDPERMRNENT SUPPORT FOR THE 36 RCP
SEWER PER CSD STD. PLAN S -A -222 A S -A -217
TOTAL BASE BID PRICE
$ 945,8
COLD MILL 2.0 INCHES THICK EXISTING PAVEMENT
ALT 1
91,562.00
SF
0.30
$ 27,468.60
ALT 2
CONSTRUCT 2.0 INCHES THICK PAVEMENT OVERLAY ARHM -GG -C (PG 64-
16) AS IN DICATED I N THE PLANS
1,170.00
TONS
90.00
$ 105,300.00
ALT 3
ALT
RE MOVE EXISTING, DISPOSE, AND CONSTRUCT 4" THICK PCC SIDEWA
1,200.00
4.00
SF
EA
6.00
3,000.00
$ 7,200.00
$ 12,000.00
REMOVE EXISTING, DISPOSE, AND CONSTRUCT PCC CURB RAMP PER
SPPWC STD. PLAN 111 -4
ALT 5
REMOVE EXISTING, DISPOSE, AND CONSTRUCT 6' THICK DRIVEWAY
APPROACH PER SPPWC STD. PLAN 110 -2
200.00
SF
12.00
$ 2,400.00
ALT s_
ADJSUT SEWER MANHOLE TO GRADE PER SPPWC STD. PLAN 205 -1, 206 -1
13.00
8.00
EA
EA
500.00
300.00
$ 6
$ 2,400.00
ALT
INSTALL SURVEY WELL MONUMENT PER CITY OF ROSEMEAD STD. PLAN
S08 -001.
INSTALL TRAFFIC STRIPING, SIGNAL LOOPS, AND PAVEMENT MARKERS
PER THE STRIPING PLANS ANS SPECIFICATIONS COMPLETE
ALT 8
1.00
LS
10,000.00
$ 10,000.00
ALT 9
INSTAL 36" BOX PARKWAY TREE CRAPE MYRTLE "MUSKOGEE"
20.00
EA
40
8,000.00
$ 181 268.60
TOTAL ALTERNATE BID ITEM 1 PRICE
TOTAL BASE BID PRICE + ALTERNATE BID ITEM 1 PRICE
1
$ 1,127,098.60
7/8115
PAGE 3
PUBLIC WORKS SERVICE DEPARTMENT/ENGINEERING DIVISION
MNR CONSTRUCTION, INC.
BASE BID PRICE
w
7/8/15
PAGE4
ITEM
DESCRIPTION r
QTY
1.00
UNIT
UNIT PRICE
v. TOTAL
1
CLEARING AND GRUBBING PER PLANS /SPECS.
DISPOSAL OF WASTE MATERIALS
LS
5,0 00.00
1,000.00
$ 5,000.00
$ 1,00_0.00
2
1.00
LS
3
PREPARE ASTORM WATER POLLUTION PREVENTION PLAN (SWPPP)
1.00
1.00
LS
1,500.00
$ 1,500.00
4
TRAFFIC CONTROL PLANS PREPARED BY A REGISTERED ENGINEER
LS
5,000.00
$ 5,000.00
5
-_
UNCLASSIFIED EXCAVATION
100.00
3.00
CY
EA
30.00
2,000.00
$ 3,000.00
$ 6,000.00
6
_
REMOVE AND DISPOSE EXISTING MANHOLE INCLUDING BEDDING,
BACKFILLING, AND PAVING PER PLANS AND SPECIFICATIONS COMPLETE
7
CONSTRUCT EXTRA STRENGTH 15 -INCH DIAMETER VITRIFIED CLAY PIPE
(VCP) INCLUDING BEDDING, BACKFILLINF AND PAVING PER PLANS AND
SPECIFICATIONS COMPLETE
CONSTRUCT 15 -INCH DIAMETER DUCTILE IRON (DI) SEWER PIPE
INCLUDING PIPE STRUCTURE SUPPORT PER SPPWC STD. PLAN 224 -2,
BEDDING, BACKFILLING, AND PAVING PER PLANS AND SPECIFICATIONS
COMPLETE
2,600.00
LF
220.00
$ 572,000.00
$ 26,730.00
8
81.00
LF
330.00
9
REMOVE AND DISPOISE EXISTING SIT VITRIFIED CLAY PIPE (VCP) SEWER
INCLUDING PIPE PLUGS, BEDDING, BACKFILLING, AND PAVING PER PLANS
AND SPECIFICATIONS COMPLETE.
..... _.. _
330.00
.
LF
LF
40.00
$ 13,200.00
10
CONSTRUCT EXTRA STRENGTH 8 -INCH DIAMETER VITRIFIED CLAY PIPE
(VCP) INCLUDING BEDDING, BACKFILLINF AND PAVING PER PLANS AND
SPECIFICATIONS COMPLETE
176.00
135.00
$ 23
11
CONSTRUCT REINFORCED PRECAST CONCRETE MANHOLE PER LACOPW
STD. PLAN 2003 -2
11.00
EA
7,800.00
$ 85,800.00
12
CONSTRUCT DROP MANHOLE PER CSD STD PLAN S -A -205
1.00
EA
12,000.00
$ 12,000.00
13
INSTALL HOUSE CONNECTION REMODELING INCLUDING PAVEMENT PER
SPPWC STD. PLAN 23 -2
41.00
EA
1,800.00
$ 73,800.00
14
HOUSE LATER R EPLACEMENT PER SPPWC STD PLAN 222 -2
10.00
LS
6,500.00
$ 65,000.00
15
CONSTRUCT WYUE PER LACDPW STD PLAN 2024 1
50.00
EA
500.00
$ 25,000.00
16
CONSTRUCT 72" MANHOLE TYPE "E" PER CSD STD. PLAN 2 -A -205
1.00
LS
14,500.00
$ 14,500.00
17
REMODEL AND PLUG EXISTING SEWER MANOLE PER DETAIL "A" ON SHEET
DI
1.00
LS
1,500.00
$ 1,500.00
18
REMOVE EXISTING AND CONSTRUCT 18" DIAMETER RCP (2000 -D)
INCLUDING CONCRETE COLLARDS PER SPPWC STD. PLAN 380 -4
1.00
LS
7,000.00
$ 7,000.00
19
SEWER FLOW BYPASSING AT ALL LOCATIONS PER PLANS
1.00
LS
10,000.00
$ 10,000.00
20
21
CONSTRUCT TERMINAL CLEANOUT STRUCTURE PER SPPWC STD. PLAN
204 -2
ABANDON EXISTING SEWER. FILL WITH LOW DENSITY CELLULAR
CONCRETE OR CONSTROLLED LOW STRENGTH MATERIAL WITH MIN,
COMPRESSIVE STRENGTH OF 3000 PSI @ 28 DAY AND PLUG ENDS
1.00
EA
8,000.00
$ 8,000.00
$ 8,300.00
830.00
LF
10.001
22
PROVIDE TEMPORARY AND PERMANENT SUPPORT FOR THE 36" RCP
SEWER PER CSD STD. PLAN S -A -222 AND S -A -217
_
1.00
EA
8,000.00
$ 8,000.00
TOTAL BAS BID PRIC
-
$ 976,090.00
ALT 1
COLD MILL 2.0 INCHES THICK EXISTING PAVEMENT
81,5 62.00
SF
0.15
$ 13,734.30
ALT 2
CONSTRUCT 2.0 INCHES THICK PAVEMENT OVERLAY ARHM -GG -C (PG 64-
16) AS INDICATED IN THE PLANS
1,170.00
TONS
88.00
$ 102,960.00
ALT 3
REMOVE EXISTING DISPOSE, AND CONSTRUCT 4" THICK PCC SIDEWALK
1,200.00
SF
18.00
-$ 21,600._00
ALT 4
REMOVE EXISTING, DISPOSE, AND CONSTRUCT PCC CURB RAMP PER
SPPWC STD. PLAN 111 -4
4 .00
EA
6,000.001
$ 24,000.00
ALT 5
REMOVE EXISTING, DISPOSE, AND CONSTRUCT 6" THICK DRIVEWAY
APPROACH PER SPPWC STD. PLAN 110 -2
200.00
SF
42.00
$ 8,400.00
ALT6
ALT
ADJSUT SEWER MANHOLE TO GRADE PER SPPWC STD. PLAN 205 -1, 206 -1
INSTALL SURVEY WELL MONUMENT PER CITY OF ROSEMEAD STD. PLAN
508 -001.
13.00
EA
1,000.00
$ 13,000.00
8.00
1.00
EA
LS
EA
500.00
2,000.00
$ 4,000.00
$ 2,000.00
ALT 8
INSTALL TRAFFIC STRIPING, SIGNAL LOOPS, AND PAVEMENT MARKERS
PER THE STRIPING PLANS ANS SPECIFICATIONS COMPLETE
ALT 9
INSTALL 36" BOX PARKWAY TREE CRAPE M YRTLE "M USKOGEE"
TOTAL ALTERNATE BID ITEM 1 PRICE
20.00
_
1,200.00
$ 24,000.00
$ 213,694.30
-
TOTAL BASE BID PRICE + ALTERNATE BID ITEM 1 PRICE
$ 1,189,784.30
7/8/15
PAGE4
PUBLIC WORKS SERVICE DEPARTMENTIFNGINEERING DIVISION
VASILJ, INC.
BASE BID PRICE
#5
718/15
PAGE 5
ITEM
DESCRIPTION -m.
w
QTY
UNIT
LS
UNIT PRI El
5,000.001
TOTAL
1
CLEARING AND GRUBBING PER PLANS /SPECS.
1 1.00
$ 5,000.00
2
3
DISPOSAL OF WASTE MATERIALS
PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP)
1.00
LS
3,000.00
$ 3,000.00
1.00
1.00
LS
LS
5,0 00.00
$ 5,000.00
4
TRAFFIC CONTROL PLANS PREPARED BY REGISTERED ENGINEER
10,000.00
$ 10,000.00
5
6
UNCLASSIFIED EXCAVATION
REMOVE AND DISPOSE EXISTING MANHOLE INCLUDING BEDDING,
BACKFILLING, AND PAVING PER PLANS AND SPECIFICATIONS COMPLETE
100.00
CY
100.00
$ 10,000.00
3.00
EA
1,850.00
$ 5,550.00
7
CONSTRUCT EXTRA STRENGTH 15 -INCH DIAMETER VITRIFIED CLAY PIPE
(VCP) INCLUDING BEDDING, BACKFILLINF AND PAVING PER PLANS AND
SPECIFICATIONS COMPLETE
2,600.00
LF
235.00
$ 611,000.00
8
9
CONSTRUCT 15 -INCH DIAMETER DUCTILE IRON (DI) SEWER PIPE
INCLUDING PIPE STRUCTURE SUPPORT PER SPPWC STD. PLAN 224 -2,
BEDDING, BACKFILLING, AND PAVING PER PLANS AND SPECIFICATIONS
COMPLETE
REMOVE AND DISPOISE EXISTING e VITRIFIED CLAY PIPE (VCP) SEWER
INCLUDING PIPE PLUGS, BEDDING, BACKFILLING, AND PAVING PER PLANS
AND SPECIFICATIONS COMPLETE.
81.00
LF
300.00
$ 24,300.00
330.00
LF
5.00
$ 1,650.00
10
CONSTRUCT EXTRA STRENGTH 8 -INCH DIAMETER VITRIFIED CLAY PIPE
(VCP) INCLUDING BEDDING, BACKFILLINF AND PAVING PER PLANS AND
SPECIFICATIONS COMPLETE
176.00
LF
135.00
$ 23,760.00_
11
12
CONSTRUCT REINFORCED PRECAST CONCRETE MANHOLE PER LACDPW
STD. PLAN 2003 -2
CONSTRUCT DROP MANHOLE PER CSD STD PLAN S A 205
11.00
EA
6,500.00
$ 71,500.00
1.00
EA
14,000.00
$ 14,000.00
13
INSTALL HOUSE CONNECTION REMODELING INCLUDING PAVEMENT PER
SPPWC STD. PLAN 23 -2
41.0
EA
1,250.00
$ 51,250.00
14
HOUSE LATERAL REPLACEMENT PER SPPWC STD PLAN 222 -2
10 00
LS
8,000.00
$ 80,000.00_
15
16
CONSTRUCT WYUE PER LACDPW STD. PLAN 2024 -1
CONSTRUCT 72" MANHOLE TYPE "E" PER CSD STD. PLAN 2 -A -205
50.00
EA
750.00
$ 37,500.00
1.00
LS
15,000.00
$ 15,000.00
17
REMODEL AND PLUG EXISTING SEWER MANOLE PER DETAIL WON SHEET
D1
1.00
LS
1,850.00
$ 1,850.00
18
REMOVE EXISTING AND CONSTRUCT 18" DIAMETER RCP (2000 -D)
INCLUDING CON CRETE COLLARDS PER SPPWC STD. PLAN 380-4
1.00
LS
2,500.00
$ 2,500.00
19
20
SEWER FLOW BYPASSING AT ALL LOCATIONS PER PLANS
CONSTRUCT TERMINAL CLEANOUT STRUCTURE PER SPPWC STD. PLAN
204 -2
1.00
1.00
LS
EA
7,000.00
1,200.00
$ 7,000.00
$ 1,200.00
21
ABANDON EXISTING SEWER, FILL WITH LOW DENSITY CELLULAR
CONCRETE OR CONSTROLLED LOW STRENGTH MATERIAL WITH MIN.
COMPRESSIVE STRENGTH OF 3000 PSI @ 28 DAY AND PLUG ENDS
830.00
LF
6.00
$ 4,980.00
22
PROVIDE TEMPORARY AND PERMANENT SUPPORT FOR THE 36" RCP
SEWER PER CSD STD. PLAN S -A -222 AND S -A -217
1.0
EA
2,000.00
$ 2,000.00
TOTAL BASE BID PRICE
$ 988 040.00
91,562.00
ALT 1
COLD MILL 2.0 INCHES THICK EXISTING PAVEMENT
SF
0.25
$ 22,890.50
ALT 2
CONSTRUCT 2.0 INCHES THICK PAVEMENT OVERLAY ARHM -GG -C (PG 64-
16) AS INDICATED IN THE PLANS
1,170.00
TONS
117.55
$ 137,533.50
ALT
ALT 4
ALT 5
REMOVE EXISTING DISPOSE AND CONSTRUCT 4" THICK PCC SIDEWALK
REMOVE EXISTING, DISPOSE, AND CONSTRUCT PCC CURB RAMP PER
SPPWC STD. PLAN 111 -4
REMOVE EXISTING, DISPOSE, AND CONSTRUCT 6" THICK DRIVEWAY
APPROACH PER SPPWC STD. PLAN 110 -2
1,200.00
SF
10.00
$ 12,000.00
4.00
EA
6,500.00
$ 26,000.00
200.00
SF
EA
_ _15_.00
1,000.00
$ 3,000.00
ALT
ADJSUT SEWER MANHOLE TO GRADE PER SPPWC STD. PLAN 205 -1, 206-1
13.00
$
ALT 7
ALT 8
INSTALL SURVEY WELL MONUMENT PER CITY OF ROSEMEAD STD. PLAN
S08 -001.
INSTALL TRAFFIC STRIPING, SIGNAL LOOPS, AND PAVEMENT MARKERS
PER THE STRIPING PLANS ANS SPECIFICATIONS COMPLETE
8.00
EA
500.00
_13,000.00
$ 4,000.00
1. 00
LS
12,000.001
$ 12,000.00
ALT 9
INSTALL 36" BOX PARKWAY TREE CRAPE MYRTLE "MUSKOGEE"
20.00
EA
2,00
$ 40,000.00
TOTAL ALTERNATE BID ITEM 1 PRICE
- $ 270,424.00
TOTAL BASE BID PRICE + ALTERNATE BID ITEM 1 PRICE
$ 1,268,464.00
718/15
PAGE 5
PUBLIC WORKS SERVICE DEPARTMENT/ NGINEERING DIVISION
MIKE PRILCH & SONS, INC.
BASE BID PRICE
#5
ITEM
DESCRIPTION
CLEARING AND GRUBBING PER PLANS /SPECS.
w
CITY w
UNIT
UNIT PRICE
_._ ..
50,000.00
TOTAL
_.. 00_00_
$ 50,000.00
1
1.00
LS
2
DISPOSAL OF WASTE MATERIALS
1.00
LS
10,000.00
$ 10,000.00
3
PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SW PPP)
TRAFFIC CONTROL PLANS PREPARED BY REGISTERED ENGINEER
1.00
LS
2,500.00
$ 2,500.00
4
5
1.00
LS
CY
5,000.00
125.00
0.
$ 5,000.00
$ $ 12,500.00
UNCLASSIFIED EXCAVATION .00.00.
_ _ 100.00
6
REMOVE AND DISPOSE EXISTING MANHOLE INCLUDING BEDDING
BACKFILLING, AND PAVING PER PLANS AND SPECIFICATIONS COMPLETE
3.00
EA
4,500.00
$ 13,500.00
7
8
CONSTRUCT EXTRA STRENGTH 15 -INCH DIAMETER VITRIFIED CLAY PIPE
(VCP) INCLUDING BEDDING, BACKFILLINF AND PAVING PER PLANS AND
SPECI FICATIONS COMPLETE
2 ,600.00
LF
LF
235.00
300.00
$ 611,000.00
.. 0000_
$ 24,300.00
0
CONSTRUCT 15 -INCH DIAMETER DUCTILE IRON (Dp SEWER PIPE
INCLUDING PIPE STRUCTURE SUPPORT PER SPPWC STD. PLAN 224 -2,
BEDDING, BACKFILLING, AND PAVING PER PLANS AND SPECIFICATIONS
COMPLETE
81.00
9
REMOVE AND DISPOISE EXISTING 8" VITRIFIED CLAY PIPE (VCR) SEWER
INCLUDING PIPE PLUGS, BEDDING, BACKFILLING, AND PAVING PER PLANS
AND SPECIFICATIONS COMPLETE,
330.00
LF
25.00
$ 8,260.00
10
CONSTRUCT EXTRA STRENGTH 8 -INCH DIAMETER VITRIFIED CLAY PIPE
(VCP) INCLUDING BEDDING, BACKFILLINF AND PAVING PER PLANS AND
SP ECIFICATIONS COMPLETE
176.00
LF
200.00
$ 35,200.00
_
11
CONSTRUCT REINFORCED PRECAST CONCRETE MANHOLE PER LACDPW
STD. PLAN 2003 -2
11.00
EA
10,500.00
$ 115,500.00
12
CONSTRU DROP MANHOLE PER CSD STD PLAN 5 A 205
1.00
EA
25,000.00
$ 25,000.00
13
INSTALL HOUSE CONNECTION REMODELING INCLUDING PAVEMENT PER
SPPWC STD. PLAN 23 -2
41.00
EA
1,700.00
$ 69,700.00
14
HOUSE LATERAL REPLACEMENT PER SPPWC STD PLAN 222 -2
10.00
LS
2,200.06
$ 22 000.00
15
CONSTRUCT WYUE PER L ACDPW STD. P LAN 2024-1
_
50.00
EA
1,500.00
$ 75,000.00
16
CONST 72" MANHOLE TYPE "E" PER CSD STD. PLAN 2 -A -205
1.00
LS
65,000.00
$ 65,000.00
17
REMODEL AND PLUG EXISTING SEWER MANGLE PER DETAIL WON SHEET
D1
1.00
LS
3,500.00
$ 3,500.00
16
REMOVE EXISTING AND CONSTRUCT 18" DIAMETER RCP (2000 -D)
INCLUDING CONCRETE COLLARDS PER SPPWC STD. PLAN 380 -4
1.00
LS
10,400.00
$ 10,400.00
19
SEWER FLOW BYPASSING AT AL L LOCATIONS PER PLANS
1.00
LS
25,000.00
$ 25,000.00
20
CONSTRUCT TERMINAL CLEANOUT STRUCTURE PER SPPWC STD. PLAN
204 -
1.00
EA
9,200.00
$ 9,200.00
21
ABANDON EXISTING SEWER. FILL WITH LOW DENSITY CELLULAR
CONCRETE OR CONSTROLLED LOW STRENGTH MATERIAL WITH MIN.
COMPRESSIVE STRENGTH OF 3000 PSI @ 28 DAY AND PLUG ENDS
830.00
LF
EA
26.70
5,000.00
$ 22,161.00
_...__...__..._
$ 5,000.00
22
_.
PROVIDE TEMPORARY AND PERMANENT SUPPORT FOR THE 36" RCP
SEWER PER CSD STD. PLAN S -A -222 AND S -A -217
1.00
BASE BID PRICE
$ 1,219 ,711.00
(TOTAL
ALT 1
ALT 216)
ALT 3
COLD MIL 2.0 INCHES THIC EXISTING PAVEMENT
CONSTRUCT 2.0 INCHES THICK PAVEMENT OVERLAY ARHM -GG -C (PG 64-
AS INDICATED IN THE PLANS
REMOVE EXISTING, DISPOSE, A CONSTRUCT 4" TH ICK PCC SIDEWALK
91,562.00
SF
0.17
$ 15,565.54
1,170.00
1,200 00
TONS
SF
89.00
10 00
$ 104,130.00
$ 12,000.00
ALT
REMOVE EXISTING, DISPOSE, AND CONSTRUCT PCC CURB RAMP PER
SPPWC ST D. PLAN 111 -4
REMOVE EXISTING DISPOSE, AND CONSTRUCT 6" THICK DRIVEWAY
APP ROACH PER S PPWC STD. PLAN 110 -2
4.00
EA
5,000.00
$ 20,000.00
ALT 5
200.00
SF
20.00
$ 4,000.00
ALT
ADJSUT SEWER MANHOLE TO GRADE PER SPPWC STD. PLAN 205 -1, 206 -1
13.00
EA
560.00
$ 6,50 0.00
ALT
INSTALL SURVEY WELL MONUMENT PER CITY OF ROSEMEAD STD. PLAN
SOB -001.
INSTALL TRAFFIC STRIPING, SIGNAL LOOPS, AND PAVEMENT MARKERS
PER THE ST RIPING PLAN ANS SPECIFICATIONS COMPLETE
8.00
EA
500.00
$ 4,000.00
ALT 8
1.00
LS
10,000.00
$ 10,000.00
ALT 9
INSTALL 36" BOX PARKWAY TREE CRAPE MYRTLE "MUSKOGEE"
20.00
EA
1,200.00
$ 24,000.00
TOTA ALTERNATE BID ITEM 1 PRICE
$ 200,195.54
TOTAL BASE BID PRICE +ALTERNATE BID ITEM 1 PRICE
$ 1,419,906.54
78/15
PAGE 6
PUBLIC WORKS SERVICE DEPARTMENT/ENGINEERING DIVISION
MIKE BUBALO CONSTRUCTION CO.
BASE BID PRICE
#7
718115
PAGE 7
- - �,- -� - -- �
-
TP � �
-TOTAL
ITEM
DESCRIPTION
CLEARING AND GRUBBING PER PLANS /SPECS.
DISPOSAL OF WASTE MATERIALS
CITY
1.00
LS
UNIT PRICE
20,000.00
TOTAL
1
$ 20,000.00
2
1.00
LS
5,000.00
$ 5,000.00
3
PREPARE A STORM WATER POLLUTION PR EVENTION PLAN (SWP PP)
1.00
LS
10,000.00
$ 10,000.00
4
5
TRAFFIC CONTROL PLAN PREPARED BY REGISTERED ENGINEER
UNCLASSIFIED EXCAVATION
1.00
LS
10,000.00
$ 10,000.00
100.00
CY
100.00
$ 10,000.00
6
REMOVE AND DISPOSE EXISTING MANHOLE INCLUDING BEDDING,
BACKFILLING, AND PAVING PER PLANS AND SPECIFICATIONS COMPLETE
CONSTRUCT EXTRA STRENGTH 15 -INCH DIAMETER VITRIFIED CLAY PIPE
(VCP) INCLUDING BEDDING, BACKFILLINF AND PAVING PER PLANS AND
SPECIFICATIONS COMPLETE
CONSTRUCT 15 -INCH DIAMETER DUCTILE IRON (DI) SEWER PIPE
INCLUDING PIPE STRUCTURE SUPPORT PER SPPWC STD. PLAN 224 -2,
BEDDING, BACKFILLING, AND PAVING PER PLANS AND SPECIFICATIONS
C
3.00
2,600.00
EA
4,000.00
$ 12,000.00
7
LF
165.00
$ 429,000.00
8
81.00
LF
265.00
$ 21,465.00
9
REMOVE AND DISPOISE EXISTING 8" VITRIFIED CLAY PIPE (VCP) SEWER
INCLUDING PIPE PLUGS, BEDDING, BACKFILLING, AND PAVING PER PLANS
AND SPECIFICATIONS COMPLETE.
330.00
176.00
LF
LF
120.00
130.00
$ 39,600.00
$ 22,B80.00
10
CONSTRUCT EXTRA STRENGTH 8 -INCH DIAMETER VITRIFIED CLAY PIPE
(VCP) INCLUDING BEDDING, BACKFILLINF AND PAVING PER PLANS AND
SPECIFICATIONS CO MPLETE
11
CONSTRUCT REINFORCED PRECAST CONCRETE MANHOLE PER LACDPW
STD. PLAN 2003 -2
11.00
EA
6,000.00
$ 66,000.00
12
CONSTRUCT DROP MANHOLE PER CSD STD PLAN 5 -A -205
1 .00
EA
10,000.00
$ 10,000.00
13
INSTALL HOUSE CONNECTION REMODELING INCLUDING PAVEMENT PER
SPPWC STD. PLAN 23 -2
41.00
EA
8,000.00
$ 328,000.00
14
HOUSE L ATERAL REPLACEMENT PER SPPWC STD PLAN 222 -2
10.00
LS
10,000.00
$ 100,000.00
15
CONSTRUCT WYUE PER LACDPW STD. PLAN 2024 -1
50.00
EA
900.00
$ 45,000.00
16 JCONSTRUCT
72" MANHOLE TYPE "E" PER CS STD. PLAN 2 -A -205
1.00
LS
25,000.00
$ 25,000.00
17
REMODELAND PLUG EXISTING SEWER MANGLE PER DETAIL "A" ON SHEET
01 -
1.00
LS
3,000.00
$ 3,000.00
18
REMOVE EXISTING AND CONSTRUCT 18" DIAMETER RCP (2000 -D)
INCLUDING CONCRETE COLLARDS PER SPPWC STD. PLAN 380 -4
1.00
LS
25,000.00
$ 25,000.00
19
SEWER FLOW BYPASSING AT ALL LOCATIONS PER PLANS
CONSTRUCT TERMINAL CLEANOUT STRUCTURE PER SPPWC STD. PLAN
204 -2
1.00
1.00
LS
20 ,000.00
$ 2
20
EA
500.00
$ 5 00.00
21
ABANDON EXISTING SEWER FILL WITH LOW DENSITY CELLULAR
CONCRETE OR CONSTROLLED LOW STRENGTH MATERIAL WITH MIN.
COMPRESSIV STRENGTH OF 3000 PSI @ 28 DAY AND PLUG ENDS
830.00
LF
120.00
$ 99,600.00
22
PROVIDE TEMPORARY AND PERMANENT SUPPORT FOR THE 36" RCP
SEWER PER CSD STD. PLAN S -A -222 AND S -A -217
1.00
EA
5,000.00
$ 5,000.00
TOTAL BASE BID PRICE
$ 1,307,045.00
ALT 1
COLD MILL 2.0 INCHES THICK EXISTING PAVEMENT
91,562.00
SF
0.20
$ 18,312.40
ALT 2
ALT 3
CONSTRUCT 2.0 INCHES THICK PAVEMENT OVERLAY ARHM -GG -C (PG 64-
16) AS INDICATED IN THE PLANS
EXISTG, DISPOSE, AND CONSTRUCT 4" THICK PCC SIDEWALK
REMOVE IN
1,170.00
1,200.00
TONS
SF
90.00
20.00
$ 105,300.00
$ 24,000.00
ALT 4
REMOVE EXISTING, DISPOSE, AND CONSTRUCT PCC CURB RAMP PER
SPPWC STD. PLAN 111 -4
4.00
EA
5,000.00
$ 20,000.00
ALT 5
ALT
REMOVE EXISTING, DISPOSE, AND CONSTRUCT 6" THICK DRIVEWAY
APPROACH PER SPPWC STD. PLAN 110 -2
ADJSUT SEWER MANHOLE TO GRADE PER SPPWC STD. PLAN 205 -1, 206 -1
200.00
SF
30.
6,000.00
$ 23,400.00
13.00
EA
1,800.00
ALT 7
INSTALL SURVEY WELL MONUMENT PER CITY OF ROSEMEAD STD. PLAN
508 -001.
8.00
EA
800.00
$ 6,400.00
ALT 8
INSTALL TRAFFIC STRIPING, SIGNAL LOOPS, AND PAVEMENT MARKERS
PER THE STRIPING PLANS ANS SPECIFICATIONS COMPLETE
INSTALL 36" BOX PARKWAY TREE CRAPE MYRTLE MUSKOGEE
1.00
20.00
LS
EA
1 0,000.00
$ 10,000.00
ALT 9
2,000.00
$ 40,000.00
$ 253 412.40
TOTAL ALTERNATE BID ITEM 1 PRICE
TOTAL BASE BID PRICE +ALTERNATE BID ITEM 1 PRICE
$ 1,560,457.40
718115
PAGE 7