HomeMy WebLinkAboutAGENDA REPORT 1993 0407 CC REG ITEM 11BITEM U• 15•
AGENDA REPORT "DORPARK, CALIFORNIA
City Council Meeting
of 1993
To: The Honorable City Council ACTION:
From: Ken Gilbert, Director of Public Works
Date: March 30, 1993 (Meeting 4 -7 -93)
Subject: Consider Bids for the Realignment and Widening of
Tierra Rejada Road East of Spring Road
At the meeting on February 24, 1993, the City Council
approved the plans for the subject project and authorized
staff to advertise for receipt of bids.
DISCUSSION
A. Project Design
The project design includes the following:
• A full four lane divided highway.
• Bike lanes on both sides of the roadway.
• The relocation of all utilities by each utility company
per the contractor's construction schedule. [Note: the
Camrosa Water line is to be relocated by the City's
contractor as described in Section G.]
• Full median improvements, less landscaping and
irrigation, with concrete curbs and gutters from the
end of the existing median located approximately 400
feet west of Spring Road to Moorpark Road.
• Spring Road street improvements sufficient for adequate
transitions to full signalization improvements at the
intersection of Spring Road and Tierra Rejada Road.
• Temporary Asphalt curbs in the median at the future
intersection of Science Drive.
• Curb and gutter on the north side of Tierra Rejada Road
west of Spring Road along the Embassy frontage.
• Drainage improvements on the south side of Tierra
Rejada Road along the frontage of the Watt property.
• Conduits for the installation of street lights in the
median. The plans call for the installation of street
lights along the Embassy frontage. Installation of
street lights east of Spring Road is optional.
trvld7
Tierra Rejada Widening Project
April 7, 1993
Page 2
The contract calls for a construction time of ninety -six
(96) working days. The project will be constructed in
three phases. At the end of Phase 1 and Phase 2, project
construction and contract time will be suspended for a
period of time to allow for the relocation of utilities.
B. Bid Schedules and Alternates
1. Schedule I: Schedule I of the bidding documents
includes all of the items of work required to construct
the project, except matters relating to traffic
control. Bid items related to traffic control were set
forth in two Alternate Bids defined as follows:
a. Alternate 'A': Bid Alternate 'A' sets forth the
items and bid amounts required to maintain two
lanes of traffic throughout the duration of the
project. This alternate calls for a contract time
of ninety -six (96) working days.
b. Alternate 'B': Bid Alternate 'B' sets forth the
items and bid amounts required to construct the
project in a manner which allows for the complete
closure of the road during construction. This
alternate calls for a contract time of only sixty -
five (65) working days.
2. Schedule II: Schedule II of the bidding documents
includes all of the items of work required to relocate
a water main owned by the Camrosa Water District.
C. Bid Results
Bids for the subject project were received and opened on
March 18, 1993. A tabulation of the bid results is
attached as Exhibit 1.
The apparent low bidder for the project based on Traffic
Control Alternate 'A' is R & H Paving. The apparent low
bidder for the project based on Traffic Control Alternate
'B' is SP Milling. A summary of these bids are as
follows:
Traffic Control Plan Bidder
Alt. 'A': Road Open R & 8 Paving
Alt. 'B': Road Closed S P Billing
trvid7
Bid Amunt
Scb. I & Alt SO. II I + Alt + II
1,275,367.00 78,950.00 1,354,317.00
1,224,400.50 98,460.00 1,322,860.50
Tierra Rejada Widening Project
April 7, 1993
Page 3
E. Recommended Alternate
During the development of the project design, it was
anticipated that the closure of the road during
construction could result in significant cost savings.
The bid results do not reflect the degree of cost savings
anticipated. It is the opinion of staff that the cost
difference between the two traffic control plans is not
great enough to warrant the disruption of traffic which
would result from the closure of the road. For this
reason staff recommends the selection of Traffic Control
Alternate 'A', keeping the road open during construction.
F. Qualifications
The apparent low bidder for both Alternates have verified
that their bids are valid and that they are prepared to
proceed with the project. The City Engineer for the
project (Willdan Associates) has determined that both
firms are qualified to perform the required work.
G. Camrosa Water Line
Schedule II provides for the relocation of a water main
owned by the Camrosa Water District. The bid price
submitted by R &H Paving for this work is $78,950. The bid
price submitted by SP Milling for this work is $98,460.
The District has tentatively requested that in the event
the contract is awarded to R &H Paving, that the work be
done under the City's contract.
H. Street Lights
The construction contract calls for the placement of
street lighting conduits throughout the project. Southern
California Edison Company (SCE) is to install the street
lights in the median west of Spring Road at an additional
City cost of approximately $2,500. As now defined, the
project does not include the installation of street lights
east of Spring Road. If the City Council wishes these
additional lights to be installed at this time, it would
require an additional expenditure of approximately
$12,143.
trvld7
Tierra Rejada Widening Project
April 7, 1993
Page 4
I. Fiscal Impact
1. Construction Cost Estimate: The bids for the
construction of the project are summarized in Section
'D' above. The actual cost will be determined on the
basis of actual quantities of the bid items required to
construct the project.
2. Utility Relocations: Pursuant to the terms of
Settlement Agreements with the utility companies /
districts affected by the project, the City made
advance payments to those utilities as follows:
• Southern California Edison 116,284
• Pacific Bell 388,600
• Shell Oil Company 182,500
Total $687,384
The Settlement Agreements provide for final payment
based on actual cost. It is anticipated that
additional payments, based on actual cost, will be
required. The amounts of those payments have not yet
been determined.
3. Reimbursement from UWC: Pursuant to the terms of a
Settlement Agreement between the City and Urban West
Communities (UWC), UWC shall pay the City for one -half
of the cost of this project, said payment to be
reimbursed to UWC as a credit to future AOC fees or
repaid as AOC fees are collected from others.
4. Total Project Cost Estimate: The following is the
estimated cost of the total project exclusive of right -
of -way and legal costs:
tmid7
Prior Year
FY
Eleitent
Egmes _
1992193
Total
Design
UWC
**
CAA (Embassy)
4,000
Willdan
52,000
Sub -Total
56,000
86,000
142,000
Construction
1,354,317
1,354,317
Street Lights
2,500
2,500
tmid7
Tierra Rejada Widening Project
April 7, 1993
Page 5
Plus Street Lights
Prior Year
FY
12,143
Element
Expgnses
1992193
Total
Construction Eng. * **
28,000
1,406,072
1,434,072
Contr. Admin. (Est.)
40,000
Inspection (Est.)
110,000
Surveying (Est.)
50,000
Soils Test (Est.)
70.000
Sub -total
270,000
270,000
contingency (10 %)
187,183
187 183
Sub -total
56,000
1,900,000
1,956,000
Utility Relocation (Est.)
900,000
900,000
TOTAL
56,000
2,800,000
2,856,000
UWC Share (50 %)
28,000
1,400,000
428,000
City Share (50 %)
28,000
1,400,000
1,428,000
Plus Street Lights
0
12,143
12,143
Adj. UWC Share
28,000
1,406,072
1,434,072
Adj City Share
28,000
1,406,072
1,434,072
Notes: ** Cost of prior design effort subject to reibbursement to be determined.
* ** Construction Engineering costs are estimates only. These services are to
be provided by contract services, the full scope of cost of saHe are yet to
be determined.
5. Budget: The following is a re —cap of the funds
budgeted for this project for Fiscal Year 1992/93:
Fund Total
03 -- Gas Tax Funds 1,445,000
15 -- SB 821 (Bicycle
Facilities Grant)
Inspection 55,000
TOTAL 1,500,000
crwsa7
Tierra Rejada Widening Project
April 7, 1993
Page 6
6. Grants: Project funding includes funds from two
grants sources summarized as follows:
a) SB -821: [$55,000] The City has received approval
of a State grant for additional pavement surface to
provide for Bike Lanes.
b) State -Local Transportation Partnership Program:
This project is funded under Cycle III of the
program. In Cycle III the grant amount is
Approximately 21% of the actual construction cost
plus ten per cent (10 %) for construction
engineering. The Estimated grant amount based on
the bid (including the water line relocation) is
$321,338.86. The actual amount of the grant will
be determined on the basis of final actual cost,
not to exceed $415,525.
7. Budget Amendment: It is recommended that the funds be
reappropriated and the budget amended as follows:
* Advance frog Urban West Conunities
8. Budget Carryover: It is anticipated that only a
portion of the project costs will be expended this
Fiscal Year and that those expenses expected to be
incurred next fiscal year will be included in next
years budget.
9. Available TDA Funds (Fund 11): The projected year end
fund balance for Fund 11 is $1,234,000. An additional
$500,000± in TDA revenues is anticipated next fiscal
year.
tr.ia7
Current
Increase /
Fund
Budget
(Decrease)
Total
03 -- Gas Tax Funds
1,445,000
- 1,445,000
0
26 -- T R AOC
0
1,400,000
* 1,400,000
11 -- TDA Funds
0
1,008,660
1,023,660
State Local Partnership
0
321,340
321,340
15 -- SB 821 (Bicycle Facilities
55,000
0
55,000
Grant)
TOTAL
1,500,000
1,300,000
2,800,000
* Advance frog Urban West Conunities
8. Budget Carryover: It is anticipated that only a
portion of the project costs will be expended this
Fiscal Year and that those expenses expected to be
incurred next fiscal year will be included in next
years budget.
9. Available TDA Funds (Fund 11): The projected year end
fund balance for Fund 11 is $1,234,000. An additional
$500,000± in TDA revenues is anticipated next fiscal
year.
tr.ia7
Tierra Rejada Widening Project
April 7, 1993
Page 7
10. Tierra Rejada AOC Funds (Fund 26): The project costs
to be paid by UWC are shown as advance revenues to Fund
26.
J. Schedule
It is anticipated that construction will begin in May and
be completed by February 1994.
RECOMMKDATION (Roll Cal Vote)
Staff recommends that the City Council take the following
actions:
1) Approve the revised appropriations and budget amendment as
set forth in Section I -7 of this report.
2 ) Direct staff whether or not to add street lighting east of
Spring Road.
Note: If this work is added, costs for same will be
funded from the contingency.
3) Determine the Scope of Work to include Traffic Control
Alternate 'A' (two traffic lanes open at all times) and
Schedule II (water line relocation);
4) Award a contract for said project to R &H Paving, Inc. for
the bid amount of $1,354,317.00;
5) approve a ten per cent contingency for the project; and,
6) Authorize the Mayor to sign necessary contract documents.
trwia7
City of Moorpark Bid opening
Tierra Rejada Road Widening 1e -MAR43
Bid Tabulation Spreadsheet BtaTrs W
ENGINEER'S
ESTIMATE
R & H PAVING, INC.
S.P.MILLING CO.
Item
Approx.
Unit
Total
Unit
Total
Unit
Total
No.
Item Description
Oty
Units
Price
Price
Price
Price
Price
Price
1
MOBILIZATION
1
LS
$15,000.00
$15,000.00
$24,000.00
$24,000.00
$10,000.00
$10,000.00
2
CLEARING AND GRUBBING
1
LS
$50,000.00
$50,000.00
$14,000.00
$14,000.00
$6,000.00
$6,000.00
3
LOCATING EXISTING FACILITIES
1
LS
' $10,000.00
$10,000.00
$6,500.00
$6,500.00
$17,000.00
$17,000.00
4
EARTHWORK
67000
CY
$3.00
$201,000.00
$2.30
$154,100.00
$2.29
$153,430.00
4a
TEMPORARY EARTHWORK MOORPARK RD
1
LS
$5,000.00
$5,000.00
$15,000.00
$15,000.00:
$1,250.00
$1,250.00
5
ALLUVIUM & UNCERTIFIED MATERIAL REMOVAL
60000
CY
$2.00
$120,000.00
$1.15
$69,000.00:
$1.25
$75,000.00
6
TOPSOIL STOCKPILING
32000
SF
$0.10
$3,200.00
$0.10
$3,200.00
$0.15
$4,800.00
7
42' R.C.P. CLASS 111
25
LF
$110.00
$2,750.00
$142.00
$3,550.00
$100.00
$2,500.00
8
36' R.C.P. CLASS IV
123
LF
$74.00
$9,102.00
$65.00
$7,995.00:
$82.00
$10,086.00
9
30' R.C.P. CLASS IV
141
LF
$72.00
$10,152.00
$110.00
$15,510.00:
$70.00
$9,870.00
10
27' R.C.P. CLASS IV
286
LF
$70.00
$20,020.00
$72.00
320,592.00.
$70.00
$20,020.00
11
18' R.C.P. CLASS III
153
LF
$50.00
$7,650.00
$46.00
$7,038.00
$47.00
$7,191.00
12
5'X T CSP ARCH
70
LF
$120.00
$8,400.00:
$110.00
$7,700.00
$129.00
$9,030.00
13
VCFCD STD NO. 2 TYPE II JUNCTION STRUCTURE
3
EA
$2,500.00
$7,500.00
$2,500.00
$7,500.00
$1,600.00
$4,800.00
14
C.S.P. 48' D93 INLET RISER
1
EA
$750.00
$750.00
$3,000.00
$3,000.00
$2,200.00
$2,200.00
15
MOD. DOUBLE CONC. HDWALL
2
EA
$5,000.00
$10,000.00
$7,000.00
$14,000.00
$4,900.00
$9,800.00
16
SINGLE CONCRETE HEADWALL
5
EA
$2,500.00
$12,500.00
$3,500.00
$17,500.00
$2,600.00
$13,000.00
17
3' THICK CONCRETE BENCH DRAIN
505
LF
$10.00
$5,050.00
$12.00
$6,060.00
$10.50
$5,302.50
18
3' THICK CONC. DRAIN. SWALE
310
LF
- $17.00
$5,270.00
$16.00
$4,960.00
$16.50
$5,115.00
19
CONC. TERRACE DOWNDRAIN JUNCT.
2
EA
$1,500.00
$3,000.00
$250.00
$500.00
$640.00
$1,280.00
20
10' WIDE CONCRETE INTERCEPTOR DRAIN
3160
LF
$16.00
$50,560.00
$14.00
$44,240.00
$17.00
$53,720.00
21
FLARED CONC. DRAIN TERMINUS
1
EA
$1,500.00
$1,500.00
$850.00
$850.00
$1,700.00
$1,700.00
22
CURB OPEN. CATCH BASIN W/LOCAL DEPRES.W -14'
2
EA
$4,500.00
$9,000.00
$4,000.00
$8,000.00
$4,600.00
$9,200.00
23
CURB OPEN. CATCH BASIN W/LOCAL DEPRES.W -3.5'
1
EA
$2,000.00
$2,000.00
$1,800.00
$1,800.00
$1,900.00
$1,900.00
24
D87B A.C. OVERSIDE DRAIN W/TAPERED INLET
75
LF
$30.00
$2,250.00
$22.00
$1,650.00
$28.00
$2,100.00
25
D87A C.M.P. OVERSIDE DRAIN WlrAPERED INLET
25
LF
$50.00
$1,250.00
$48.00
$1,200.00
$50.00
$1,250.00
26
1/4 TON CONCRETED RIP RAP
537
CY
$100.00
$53,700.00
$73.00
$39,201.00
$100.00
$53,700.00
27
METAL BEAM GUARD RAILING
826
LF
$20.00
$16,520.00
$13.00
$10,738.00
$13.50
$11,151.00
28
SAWCUTTING A.C. PAVEMENT
1420
LF
$1.00
$1,420.00
$0.50
$710.00
$0.60
$852.00
29
COLD PLANING EXISTING A.C. PAVEMENT
950
SF
$2.50
$2,375.00
$2.00
$1,900.00
$2.00
$1,900.00
30
3' THICK TEMPORARY A.C. PAVEMENT
600
TON
$35.00
$21,000.00
$30.00
$18,000.00
$30.00
$18,000.00
31
18' THICK CLASS 2 AGGREGATE BASE
25000
TON
$15.00
$375,000.00
$10.58
$264,500.00
$8.80
$220,000.00
32
2' THICK FINAL A.C. CAP
3000
TON
$30.00
$90,000.00
$28.00
$84,000.00
$28.00
$84,000.00
33
3' THICK A.C. BASE COURSE
4500
TON
$30.00
$135,000.00
$28.00
$126,000.00
$26.00
$117,000.00
34
1 -1/2' A.C. OVERLAY
200
TON
$30.00
$6,000.00
$28.00
$5,600.00
$28.00
$5,600.00
35
ADJUSTING EXISTING UTILITIES
1
LS
$3,000.00
$3,000.00
$3,000.00
$3,000.00
$3,200.00
$3,200.00
36
RELOCATE EXISTING FENCE
6500
LF
$3.00
$19,500.00
$3.50
$22,750.00:
$2.50
$16,250.00
37
6' WIDE CONCRETE SWALE (DETAIL -A -)
1400
LF
$15.00
$21,000.00
$13.00
$18,200.00:
$12.30
$17,220.00
38
6' A.C. BERM (V.C. STANDARD 5 -3, TYPE D -1)
690
LF
$6.00
$4,140.00
': $1.20
$828.00
$3.00
$2,070.00
39
6' CONCRETE CURB (APWA STD Al -6)
3600
LF
$6.00
$21,600.00
$5.00
$18,000.00
$8.30
$29,880.00
40
6' A.C. MOUNTABLE A87 TYPE 'D' DIKE
2470
LF
$5.00
$12,350.00
$1.20
$2,964.00
$2.80
$6,916.00
41
6' P.C.C. CURB AND 18' GUTTER (APWA STD A2 -6)
460
LF
$12.00
$5,520.00
$6.50
$2,990.00
$10.00
$4,600.00
42
6' P.C.C. CURB AND 12' GUTTER (APWA STD A2 -6)
2920
LF
$10.00
$29,200.00
$6.00
$17,520.00
$9.75
$28,470.00
City of Moorpark BW op.nin0
ENGINEER'S
R & H PAVING, INC.
S.P.MILLING CO.
Tierra Rejada Road Widening 18-MAR -93
ESTIMATE
$21.00
$70,875.00
Bid Tabulation Spreadsheet sto- �iw�c,
$87,750.00
55
12" TAPPING SLEEVE & GATE VALUE ON 12 0AC PIPE
Item
EA
Approx.
$3,500.00
Unit
Total
Unit
Total
Unit
Total
No.
Item Description
Qty
Units
Price
Price
Price
Price
Price
Price
43
STAMPED MEDIAN CONCRETE
1320
SF
>:' $6.00
$7,920.00
$3.50
$4,620.00
$5.80
$7,656.00
44
HYDROSEEDING
i
LS
$30,000.00
$30,000.00
$15,000.00
$15,000.00
$19,000.00
$19,000.00
45
MEDIAN IRRIGATION CROSSOVERS (SCH 40 PVC)
300
LF
$18.00
$5,400.00:
$19.00
$5,700.00
$20.00
$6,000.00
46
MEDIAN IRRIGATION CROSSOVER RISERS
9
EA
$500.00
$4,500.00
$300.00
$2,700.00
$310.00
$2,790.00
47
FINAL PAVEMENT DELINEATION
1
LS
$20,000.00
$20,000.00
$18,000.00
$18,000.00
' $24,000.00
$24,000.00
48
STREET LIGHTING CONDUITS
1
LS
$26,000.00
$26,000.00
$15,000.00
$15,000.00
$15,400.00
$15,400.00
49
FINAL TRAFFIC SIGNALS
1
LS
$80,000.00
$80,000.00
$60,000.00
$60,000.00
$62,000.00
$62,000.00
50
WATER POLLUTION CONTROL AND SWPPP
1
LS
:; $10,000.00
$10,000.00:
$1,000.00
$1,000.00
$4,200.00
$4,200.00
51 ITERMINATION
OF LIABILITY
1
LS
$1.001
$1.00
' $1.001
$1.00
1 $1.001
$1.00
TOTAL SCHEDULE I, BID BASE
$1,574,050.00
1 $1,218,367.00
$1,199,400.50 ::
TRAFFIC CONTROL ALTERNATE A
52 ITWO TRAFFIC LANES OPEN AT ALL TIMES 1 LS $120,000.00 $57,000.00 $158,000.00
TRAFFIC CONTROL ALTERNATE B
53 ICOMPLETE ROAD CLOSURE 1 LS $25,000.00 $30,000.00 $25,000.00
IWATERLINE RELOCATION
54
12" PVC PIPE, CLASS 200
3375
LF
$27.00
$91,125.00
$21.00
$70,875.00
$26.00
$87,750.00
55
12" TAPPING SLEEVE & GATE VALUE ON 12 0AC PIPE
1
EA
$3,500.00
$3,500.00
$2,800.00
$2,800.00
$3,700.00
$3,700.00
56
2" BLOW -OFF ON 12" PIPE
2
EA
$2,000.00
$4,000.00
$1,000.00
$2,000.00
$1,180.00
$2,360.00
57
1" COMB. VALVE & AIR REL. VALVE ASSEM.
2
EA
$2,250.00
$4,500.00
$1,100.00
$2,200.00
$1,100.00
$2,200.00
58
12" GATE VALVE
1
EA
$1,500.00
$1,500.00
$760.00
$760.00
$1,000.00
$1,000.00
59
1 INST. 12" CAP -CONC. THRUST BILK ON EXIST. PIPE
1
EA
$2,500.00
$2,500.00
$315.00
$315.00:
$1,450.001
$1,450.00
TOTAL SCHEDULE II
$107,125.00
$78,950.00
$98,460.00
SCHEDULE I + ALTERNATE A (ENGR'S EST. INCLUDES 10% CONTINGENCY)
$1,863,455.00
$1,275,367.00:
$1,357,400.50
SCHEDULE I + ALTERNATE B (ENGR'S EST. INCLUDES 10% CONTINGENCY)
$1,758,955.00
$1,248,367.00:
$1,224,400.50
SCHEDULE I + ALTERNATE A + SCHEDULE II (ENGR'S EST. INCL. 10% CONT.)
$1,981,292.50
::
$1,354,317.00
$1,455,860.50
SCHEDULE I + ALTERNATE B + SCHEDULE II (ENGR'S EST. INCL 10% CONT.)
$1,876,792.50
$1,327,317.00:
$1,322,860.50
City of Moorpark Bid Opening
Tierra Rejada Road Widening 1e- MAP-03
Bid Tabulation Spreadsheet BID- TRNMCI
RANDOM
CONSTRUCTION
NYE & NELSON, INC.
BERRY GENERAL
ENGINEERING
CONTRACTORS, INC.
Item
Approx.
Unit
Total
Unit
Total
Unit
Total
No.
Item Description
Oty
Units
Price
Price
Price
Price
Price
Price
1
MOBILIZATION
1
LS
:: $101,000.00
8101,000.00
$51,951.00
851,951.00
$39,000.00
$39,000.00
2
CLEARING AND GRUBBING
1
LS
$40,000.00
840,000.00
872,276.00
$72,276.00
$24,740.00
$24,740.00
3
LOCATING EXISTING FACILITIES
1
LS
89,500.00
89,500.00
$18,000.00
$18,000.00
$21,200.00
821,200.00
4
EARTHWORK
67000
CY
$1.70
$113,900.00
$3.00
8201,000.00
82.93
$196,310.00
4a
TEMPORARY EARTHWORK MOORPARK RD
1
LS
89,500.00
$9,500.00
$12,000.00
812,000.00
818,300.00
$18,300.00
5
ALLUVIUM & UNCERTIFIED MATERIAL REMOVAL
60000
CY
81.00
$60,000.00
$1.30
$78,000.00
$1.63
897,800.00
6
TOPSOIL STOCKPILING
32000
SF
$0.13
84,160.00
$0.05
$1,600.00
$0.03
$960.00
7
42" R.C.P. CLASS III
25
LF
$105.00
$2,625.00
$105.00
82,625.00
$104.00
82,600.00
8
36" R.C.P. CLASS IV
123
LF
- $70.00
$8,610.00
$85.00
810,455.00
882.50
$10,147.50
9
30" R.C.P. CLASS IV
141
LF
$48.00
86,768.00
$70.00
$9,870.00
869.70
$9,827.70
10
27" R.C.P. CLASS IV
286
LF
$51.00
814,586.00.
872.00
$20,592.00
$71.30
$20,391.80
11
18" R.C.P. CLASS 111
153
LF
$35.00
$5,355.00
848.00
$7,344.00
$47.70
$7,298.10
12
5'X 3' CSP ARCH
70
LF
$38.00
$2,660.00
$130.00
89,100.00
8130.00
$9,100.00
13
VCFCD STD NO.2 TYPE II JUNCTION STRUCTURE
3
EA
$3,700.00
$11,100.00
$1,650.00
84,950.00
$1,608.00
84,824.00
14
C.S.P. 48" D93 INLET RISER
1
EA
$3,500.00
$3,500.00
82,250.00
$2,250.00
$2,235.00
$2,235.00
15
MOD. DOUBLE CONC. HDWALL
2
EA
87,400.00
$14,800.00
85,000.00
$10,000.00
$4,905.00
$9,810.00
16
SINGLE CONCRETE HEADWALL
5
EA
$4,200.00
$21,000.00
$2,700.00
$13,500.00
$2,680.00
$13,400.00
17
3" THICK CONCRETE BENCH DRAIN
505
LF
$12.50
86,312.50
$13.00
$6,565.00
$10.40
$5,252.00
18
3" THICK CONC. DRAIN. SWALE
310
LF
$14.00
$4,340.00
817.00
$5,270.00
$22.65
$7,021.50
19
CONC. TERRACE DOWNDRAIN JUNCT.
2
EA
$750.00
$1,500.00
$1,300.00
$2,600.00
$275.00
$550.00
20
10' WIDE CONCRETE INTERCEPTOR DRAIN
3160
LF
817.00
$53,720.00
$20.00
$63,200.00
$14.05
$44,398.00
21
FLARED CONC. DRAIN TERMINUS
1
EA
$1,600.00
$1,600.00
8800.00
$800.00
$1,450.00
$1,450.00
22
CURB OPEN. CATCH BASIN W /LOCAL DEPRES.W -14'
2
EA
$5,000.00
$10,000.00
84,500.00
$9,000.00
$4,610.00
$9,220.00
23
CURB OPEN. CATCH BASIN W/LOCAL DEPRES.W -3.5'
1
EA
$3,100.00
83,100.00
$1,950.00
81,950.00
$1,930.00
$1,930.00
24
D87B A.C. OVERSIDE DRAIN W/TAPERED INLET
75
LF
$21.00
$1,575.00
$17.00
81,275.00
$19.60
81,470.00
25
D87A C.M.P. OVERSIDE DRAIN WITAPERED INLET
25
LF
$36.00
8900.00
$50.00
$1,250.00
$72.40
$1,810.00
26
1/4 TON CONCRETED RIP RAP
537
CY
$72.00
$38,664.00
$103.00
$55,311.00
$106.75
857,324.75
27
METAL BEAM GUARD RAILING
826
LF
$17.00
$14,042.00
$13.50
$11,151.00
813.60
$11,233.60
28
SAWCUTTING A.C. PAVEMENT
1420
LF
$1.50
$2,130.00
$0.60
$852.00
$0.55
$781.00
29
COLD PLANING EXISTING A.C. PAVEMENT
950
SF
$2.80
$2,660.00
$1.20
$1,140.00
$3.40
$3,230.00
30
3" THICK TEMPORARY A.C. PAVEMENT
600
TON
$33.50
$20,100.00
830.00
$18,000.00
$31.10
818,660.00
31
18" THICK CLASS 2 AGGREGATE BASE
25000
TON
$10.00
$250,000.00
$9.80
$245,000.00
$10.40
$260,000.00
32
2" THICK FINAL A.C. CAP
3000
TON
$30.00
$90,000.00
$29.00
$87,000.00
833.75
$101,250.00
33
3" THICK A.C. BASE COURSE
4500
TON
$32.00
$144,000.00
$29.00
8130,500.00
831.15
$140,175.00
34
1 -1/2" A.C. OVERLAY
200
TON
$30.00
$6,000.00
$29.00
$5,800.00
834.15
$6,830.00
35
ADJUSTING EXISTING UTILITIES
1
LS
$2,500.00
82,500.00
84,000.00
$4,000.00
83,360.00
$3,360.00
36
RELOCATE EXISTING FENCE
6500
LF
$3.00
819,500.00
$3.50
$22,750.00
$3.40
$22,100.00
37
6' WIDE CONCRETE SWALE (DETAIL "A ")
1400
LF
$13.00
818,200.00
$12.50
$17,500.00
812.45
817,430.00
38
6- A.C. BERM (V.C. STANDARD 5 -3, TYPE D -1)
690
LF
84.00
$2,760.00
82.00
$1,380.00
$1.70
$1,173.00
39
6" CONCRETE CURB (APWA STD Al -6)
3600
LF
83.75
$13,500.00
$5.75
$20,700.00
85.50
819,800.00
40
6" A.C. MOUNTABLE A87 TYPED" DIKE
2470
LF
$2.50
$6,175.00
82.30
$5,681.00
$2.25
$5,557.50
41
6' P.C.C. CURB AND 18" GUTTER (APWA STD A2 -6)
460
LF
85.75
$2,645.00
$7.00
$3,220.00
$6.20
$2,852.00
42
6" P.C.C. CURB AND 12" GUTTER (APWA STD A2 -6)
2920
LF
85.50
$16,060.00
$6.50
$18,980.00
$7.40
821,608.00
City of Moorpark Ba opening
RANDOM
NYE & NELSON, INC.
BERRY GENERAL
Tierra Rejada Road Widening ,e -MAa -W
CONSTRUCTION
$21.00
ENGINEERING
Bid Tabulation Spreadsheet BID -TRwa1
$83,700.00 >
55
CONTRACTORS, INC.
Item
EA
Approx.
$2,700.00
Unit
Total
Unit
Total
Unit
Total
No.
Item Description
Oty
Units
Price
Price
Price
Price
Price
Price
43
STAMPED MEDIAN CONCRETE
1320
SF
' : $5.75
$7,590.00
$5.20
$6,864.00
- $5.40
$7,128.00
44
HYDROSEEDING
1
LS
$25,000.00
$25,000.00
$23,300.00
$23,300.00
59
$0.00
45
MEDIAN IRRIGATION CROSSOVERS (SCH 40 PVC)
300
LF
$14.00
$4,200.00
$20.00
$6,000.00:
$19.30
$5,790.00
46
MEDIAN IRRIGATION CROSSOVER RISERS
9
EA
$300.00
$2,700.00
$320.00
$2,880.00
' $315.00
$2,835.00
47
FINAL PAVEMENT DELINEATION
1
LS
' $18,500.00
$18,500.00
$10,700.00
$10,700.00
$18,445.00
$18,445.00 `.
48
STREET LIGHTING CONDUITS
1
LS
$27,000.00
$27,000.00
$15,500.00
$15,500.00
$15,568.00
$15,568.00
49
FINAL TRAFFIC SIGNALS
1
LS
$71,000.00
$71,000.00
$66,000.00
$66,000.00
$70,700.00
$70,700.00
50
WATER POLLUTION CONTROL AND SWPPP
1
LS
'' $3,200.00
$3,200.00
$10,000.00
$10,000.00
$3,327.00
$3,327.00
51
TERMINATION OF LIABILITY
1
LS
$1.00
$1.00
$1.00
$1.00
$1.00
1
$1.00
TOTAL SCHEDULE I, BID BASE
1
$1,320,238.50
1
$1,407,633.00
1 $1,378,204.45 :
TRAFFIC CONTROL ALTERNATE A
52 ITWO TRAFFIC LANES OPEN AT ALL TIMES 1 LS $115,000.00 $61,000.00 $68,429.00
ALTERNATE B
$38,000.00
IWATERLINE RELOCATION
54
12' PVC PIPE, CLASS 200
3375
LF
$21.00
$70,875.00
$21.00
$70,875.00
$24.80
$83,700.00 >
55
12' TAPPING SLEEVE & GATE VALUE ON 12'AC PIPE
1
EA
$2,700.00
$2,700.00
$3,000.00
$3,000.00
$3,785.00
$3,785.00
56
2' BLOW -OFF ON 12' PIPE
2
EA
$1,100.00
$2,200.00
$1,100.00
$2,200.00
$1,196.00
$2,392.00
57
1' COMB. VALVE & AIR REL. VALVE ASSEM.
2
EA
$1,300.00
$2,600.00
$1,200.00
$2,400.00
$1,115.00
$2,230.00
58
12' GATE VALVE
1
EA
$1,500.00
$1,500.00
$800.00
$800.00
$1,008.00
$1,008.00
59
1 INST. 12' CAP -CONC. THRUST BLK ON EXIST. PIPE
1
EA
$750.00
$750.00
$350.00
$350.00
$1,770.00
$1,770.00
TOTAL SCHEDULE II
$80,625.00
$79,625.00
$94,885.00
SCHEDULE I + ALTERNATE A (ENGR'S EST. INCLUDES 10% CONTINGENCY)
$1,435,238.50
-
$1,468,633.00
$1,446,633.45
SCHEDULE I + ALTERNATE B (ENGR'S EST. INCLUDES 10% CONTINGENCY)
$1,358,238.50
$1,427,733.00
$1,423,406.45
SCHEDULE I + ALTERNATE A + SCHEDULE II (ENGR'S EST. INCL. 10% CONT.)
$1,515,863.50
$1,548,258.00
$1,541,518.45
SCHEDULE I + ALTERNATE B + SCHEDULE II (ENGR'S EST. INCL 10% CONT.)
$1,438,863.50
$1,507,358.00
$1,518,291.45
City of Moorpark Bid opening
Tierra Rejada Road Widening 18-MAP-0
Bid Tabulation Spreadsheet BID -TRwKI
C.A. RASMUSSEN, INC.
SUMMITIKELLER
A JOINT VENTURE
PREMIER
ENGINEERS, INC.
Item
Approx.
Unit
Total
Unit
Total
Unit
Total
No.
Item Description
Oty
Units
Price
Price
Price
Price
Price
Price
1
MOBILIZATION
1
LS
$41,600.00
$41,600.00
$4,070.00
$4,070.00
$80,331.04
$80,331.04
2
CLEARING AND GRUBBING
1
LS
$27,000.00
$27,000.00
$5,470.00
$5,470.00
$61,480.00
$61,480.00
3
LOCATING EXISTING FACILITIES
1
LS
' $6,000.00
$6,000.00
$5,450.00
$5,450.00
$17,145.50
$17,145.50
4
EARTHWORK
67000
CY
$5.97
$399,990.00
$3.86
$258,620.00
$2.36
$158,120.00
4a
TEMPORARY EARTHWORK MOORPARK RD
1
LS
$9,800.00
$9,800.00
$8,870.00
$8,870.00
$5,830.00
$5,830.00
5
ALLUVIUM & UNCERTIFIED MATERIAL REMOVAL
60000
CY
$0.75
$45,000.00
$1.65
$99,000.00
$2.39
$143,400.00
6
TOPSOIL STOCKPILING
32000
SF
$0.04
$1,280.00
$0.03
$960.00.
$0.11
$3,520.00
7
421 R.C.P. CLASS III
25
LF
$93.00
$2,325.00
$115.00
$2,875.00
$102.82
$2,570.50
8
36e R.C.P. CLASS IV
123
LF
$80.00
$9,840.00
$58.00
$7,134.00
$81.62
$10,039.26 '
9
3011 R.C.P. CLASS IV
141
LF
$70.00
$9,870.00
$58.00
$8,178.00
$68.90
$9,714.90
10
2711 R.C.P. CLASS IV
286
LF
$68.00
$19,448.00
$51.00
$14,586.00
$70.68
$20,214.48
11
1811 R.C.P. CLASS III
153
LF
$45.00
$6,885.00
$44.00
$6,732.00
$47.17
$7,217.01
12
5'X 3' CSP ARCH
70
LF
$115.00
$8,050.00
$106.00
$7,420.00
$128.53
$8,997.10
13
VCFCD STD NO. 2 TYPE 11 JUNCTION STRUCTURE
3
EA
$1,600.00
$4,800.00
$2,392.00
$7,176.00
$1,590.00
$4,770.00
14
C.S.P. 4811 D93 INLET RISER
1
EA
$2,100.00
$2,100.00
$3,220.00
$3,220.00:
$2,211.16
$2,211.16
15
MOD. DOUBLE CONC. HDWALL
2
EA
$8,700.00
$17,400.00
$8,090.00
$16,180.00
$4,849.50
$9,699.00
16
SINGLE CONCRETE HEADWALL
5
EA
$3,100.00
$15,500.00
$3,950.00
$19,750.00
$2,650.00
$13,250.00
17
311 THICK CONCRETE BENCH DRAIN
505
LF
$11.00
$5,555.00
$11.72
$5,918.60
$11.34
$5,726.70 `
18
311 THICK CONC. DRAIN. SWALE
310
LF
$14.50
$4,495.00
$17.80
$5,518.00
$16.16
$5,009.60
19
CONC. TERRACE DOWNDRAIN JUNCT.
2
EA
$700.00
$1,400.00
$720.00
$1,440.00
$1,247.62
$2,495.24
20
10' WIDE CONCRETE INTERCEPTOR DRAIN
3160
LF
$15.50
$48,980.00
$19.43
$61,398.80
$18.82
$59,471.20 '
21
FLARED CONC. DRAIN TERMINUS
1
EA
$800.00
$800.00
$960.00
$960.00
$848.00
$848.00
22
CURB OPEN. CATCH BASIN W/LOCAL DEPRES.W -14'
2
EA
$4,300.00
$8,600.00
$4,450.00
$8,900.00
$4,558.00
$9,116.00
23
CURB OPEN. CATCH BASIN W /LOCAL DEPRES.W -3.5'
1
EA
$1,850.00
$1,850.00
$2,030.00
$2,030.00
$1,908.00
$1,908.00
24
D87B A.C. OVERSIDE DRAIN W/TAPERED INLET
75
LF
$17.00
$1,275.00
$18.94
$1,420.50
$58.30
$4,372.50
25
D87A C.M.P. OVERSIDE DRAIN W/TAPERED INLET
25
LF
$58.00
$1,450.00
$18.00
$450.00
$49.18
$1,229.50
26
1/4 TON CONCRETED RIP RAP
537
CY
$73.00
$39,201.00
$57.91
$31,097.67
$79.50
$42,691.50
27
METAL BEAM GUARD RAILING
826
LF
$17.00
$14,042.00
$18.80
$15,528.80
$17.49
$14,446.74
28
SAWCUTTING A.C. PAVEMENT
1420
LF
$1.00
$1,420.00
$1.28
$1,817.60
$2.65
$3,763.00
29
COLD PLANING EXISTING A.C. PAVEMENT
950
SF
$2.00
$1,900.00
$2.20
$2,090.00
$1.06
$1,007.00 "
30
311 THICK TEMPORARY A.C. PAVEMENT
600
TON
$28.00
$16,800.00
$31.70
$19,020.00
$27.83
$16,698.00
31
1811 THICK CLASS 2 AGGREGATE BASE
25000
TON
$10.43
$260,750.00
$11.56
$289,000.00
$12.22
$305,500.00
32
211 THICK FINAL A.C. CAP
3000
TON
$28.50
$85,500.00
= $31.69
$95,070.00
$27.83
$83,490.00
33
311 THICK A.C. BASE COURSE
4500
TON
$27.20
$122,400.00
$31.69
$142,605.00
$27.83
$125,235.00
34
1 -1/211 A.C. OVERLAY
200
TON
$27.00
$5,400.00
$31.69
$6,338.00
$27.83
$5,566.00
35
ADJUSTING EXISTING UTILITIES
1
LS
$3,100.00
$3,100.00
$7,774.00
$7,774.00
$2,470.50
$2,470.50
36
RELOCATE EXISTING FENCE
6500
LF
$3.00
$19,500.00
$3.47
$22,555.00:
$3.71
$24,115.00
37
6' WIDE CONCRETE SWALE (DETAIL -Ae)
1400
LF
$12.75
$17,850.00:
$13.85
$19,390.00
$13.95
$19,530.00
38
611 A.C. BERM (V.C. STANDARD 5 -3, TYPE D -1)
690
LF
- $3.50
$2,415.00
$2.75
$1,897.50
$6.89
$4,754.10 '
39
611 CONCRETE CURB (APWA STD Al -6)
3600
LF
$5.20
$18,720.00
$10.76
$38,736.00
$8.41
$30,276.00
40
611 A.C. MOUNTABLE A87 TYPE eD11 DIKE
2470
LF
$3.50
$8,645.00
$2.10
$5,187.00
$8.48
$20,945.60
41
611 P.C.C. CURB AND 1811 GUTTER (APWA STD A2 -6)
460
LF
$6.50
$2,990.00
$15.55
$7,153.00
$11.08
$5,096.80
42
611 P.C.C. CURB AND 1211 GUTTER (APWA STD A2 -6)
2920
LF
$6.00
$17,520.00
$13.15
$38,398.00
$9.97
$29,112.40 '
City of Moorpark Sid 0p.n1nq
C.A. RASMUSSEN, INC.
SUMMIT/KELLER
PREMIER
Tierra Rejada Road Widening 1e- MAF143
$70,368.75
A JOINT VENTURE
ENGINEERS, INC.
Bid Tabulation Spreadsheet eIaTawx,
$82,653.75
55
12" TAPPING SLEEVE & GATE VALUE ON 12'AC PIPE
Item
EA
Approx.
$3,100.00
Unit
Total
Unit
Total
Unit
Total
No.
Item Description
Oty
Units
Price
Price
Price
Price
Price
Price
43
STAMPED MEDIAN CONCRETE
1320
SF
<' $3.80
$5,016.00
$4.20
$5,544.00:
$5.58
$7,365.60
44
HYDROSEEDING
1
LS
$11,000.00
$11,000.00
$11,720.00
$11,720.00:
$29,447.33
$29,447.33
45
MEDIAN IRRIGATION CROSSOVERS (SCH 40 PVC)
300
LF
$13.30
$3,990.00
$15.25
$4,575.00
' $13.52
$4,056.00
46
MEDIAN IRRIGATION CROSSOVER RISERS
9
EA
$350.00
$3,150.00
$130.00
$1,170.00
$114.48
$1,030.32
47
FINAL PAVEMENT DELINEATION
1
LS
: $19,600.00
$19,600.00:
$20,590.00
$20,590.00
$18,250.02
$18,250.02
48
STREET LIGHTING CONDUITS
1
LS
$15,400.00
$15,400.00
$21,528.00
$21,528.00
$15,046.70
$15,046.70
49
FINAL TRAFFIC SIGNALS
1
LS
.' $64,000.00
$64,000.00
$74,152.00
$74,152.00
$60,812.20
$60,812.20
50
WATER POLLUTION CONTROL AND SWPPP
1
LS
$500.00
$500.00
$3,575.00
$3,575.00
$10,600.00
$10,600.00
51 ITERMINATION
OF LIABILITY
1 1
LS
;; $1.001
$1.001.1
$1.001
$1.0011
$1.00
$1.00
TOTAL SCHEDULE 1, BID BASE
1
$1,462,103.00:
1 1
$1,450,239.47
$1,529,993.50
TRAFFIC CONTROL ALTERNATE B
53 1 COMPLETE ROAD CLOSURE 1 LS $7,500.00 $33,600.00 $55,032.59
WATERLINE RELOCATION
54
12' PVC PIPE, CLASS 200
3375
LF
-' $20.85
$70,368.75
$30.00
$101,250.00
$24.49
$82,653.75
55
12" TAPPING SLEEVE & GATE VALUE ON 12'AC PIPE
1
EA
$3,100.00
$3,100.00
$3,750.00
$3,750.00
$3,741.80
$3,741.80
56
2" BLOW -OFF ON 12' PIPE
2
EA
$1,200.00
$2,400.00
$1,400.00
$2,800.00
$1,18296
$2,365.92
57
1' COMB. VALVE & AIR REL. VALVE ASSEM.
2
EA
$1,200.00
$2,400.00
$1,460.00
$2,920.00
$1,10240
$2,204.80
58
12" GATE VALVE
1
EA
$800.00
$800.00
$990.00
$990.00
$996.40
$996.40
59
INST. 12" CAP -CONC. THRUST BLK ON EXIST. PIPE
1
EA
$350.00
$350.00
$410.00
$410.00
$1,749.00
$1,749.00
TOTAL SCHEDULE II
$79,418.75
$112,120.00
$93,711.67
SCHEDULE I + ALTERNATE A (ENGR'S EST. INCLUDES 10% CONTINGENCY)
$1,512,103.00
$1,521,039.47
$1,622,514.96
SCHEDULE I + ALTERNATE B (ENGR'S EST. INCLUDES 10% CONTINGENCY)
$1,469,603.00
$1,483,839.47
$1,585,026.09
SCHEDULE I + ALTERNATE A + SCHEDULE II (ENGR'S EST. INCL. 10% CONT.)
$1,591,521.75
$1,633,159.47
$1,716,226.63
SCHEDULE I + ALTERNATE B + SCHEDULE II (ENGR'S EST. INCL 10% CONT.)
$1,549,021.75
$1,595,959.47
$1,678,737.76
City of Moorpark
Tierra Rejada Road Widening
Bid Tabulation Spreadsheet
Ba opening SECURITY PAVING BURNS PACIFIC
1"A R-93 I I COMPANY, INC. I I CONSTRUCTION, INC.
Item
No.
Item Description
Approx.
Oty
Units
Unit
Price
Total
Price
Unit
Price
Total
Price
1
MOBILIZATION
1
LS
- $231,600.00
$231,600.00
$50,000.00
$50,000.00
2
CLEARING AND GRUBBING
1
LS
>? $18,900.00
$18,900.00
$50,000.00
$50,000.00
3
LOCATING EXISTING FACILITIES
1
LS
$15,800.00
$15,800.00
$17,000.00
$17,000.00
4
EARTHWORK
67000
CY
$3.80
$254,600.00
$5.00
$335,000.00
4a
TEMPORARY EARTHWORK MOORPARK RD
1
LS
$23,000.00
$23,000.00
$21,000.00
$21,000.00
5
ALLUVIUM & UNCERTIFIED MATERIAL REMOVAL
60000
CY
$1.00
$60,000.00
$5.00
$300,000.00
6
TOPSOIL STOCKPILING
32000
SF
: $0.25
$8,000.00
$0.03
$960.00
7
42" R.C.P. CLASS 111
25
LF
$85.00
$2,125.00
$102.00
$2,550.00
8
36" R.C.P. CLASS IV
123
LF
$75.00
$9,225.00
$81.00
$9,963.00
9
30" R.C.P. CLASS IV
141
LF
- $62.00
$8,742.00
$68.00
$9,588.00
10
27" R.C.P. CLASS IV
286
LF
$62.00
$17,732.00
$70.00
$20,020.00
11
18" R.C.P. CLASS III
153
LF
$43.00
$6,579.00
$47.00
$7,191.00
12
5' X 3' CSP ARCH
70
LF
$125.00
$8,750.00
$130.00
59000.00 '.
13
VCFCD STD NO. 2 TYPE II JUNCTION STRUCTURE
3
EA
$1,730.00
$5,190.00
$1,600.00
$4,800.00
14
C.S.P. 48" D93 INLET RISER
1
EA
$2,150.00
$2,150.00
$2,200.00
$2,200.00
15
MOD. DOUBLE CONC. HDWALL
2
EA
$5,000.00
$10,000.00
$4,800.00
$9,600.00
16
SINGLE CONCRETE HEADWALL
5
EA
$3,240.00
$16,200.00:
$2,625.00
$13,125.00
17
3" THICK CONCRETE BENCH DRAIN
505
LF
$12.65
$6,388.25:
$10.40
$5,252.00
18
3" THICK CONC. DRAIN. SWALE
310
LF
$14.00
$4,340.00:
$16.00
$4,960.00
19
CONC. TERRACE DOWNDRAIN JUNCT.
2
EA
$2,100.00
$4,200.00
$630.00
$1,260.00
20
10' WIDE CONCRETE INTERCEPTOR DRAIN
3160
LF
$16.00
$50,560.00:
$17.00
$53,720.00 :>
21
FLARED CONC. DRAIN TERMINUS
1
EA
$2,200.00
$2,200.00
$750.00
$750.00
22
CURB OPEN. CATCH BASIN W/LOCAL DEPRES.W =14'
2
EA
$4,915.00
$9,830.00
$4,500.00
$9,000.00
23
CURB OPEN. CATCH BASIN W/LOCAL DEPRES.W =3.5'
1
EA
$3,025.00
$3,025.00
$1,900.00
$1,900.00
24
D87B A.C. OVERSIDE DRAIN WITAPERED INLET
75
LF
$55.00
$4,125.00
$20.00
$1,500.00
25
D87A C.M.P. OVERSIDE DRAIN W/TAPERED INLET
25
LF
`: $60.00
$1,500.00
$50.00
$1,250.00 !.
26
114 TON CONCRETED RIP RAP
537
CY
$83.00
$44,571.00
$70.00
$37,590.00
27
METAL BEAM GUARD RAILING
826
LF
$17.00
$14,042.00
$16.50
$13,629.00 <'
28
SAWCUTTING A.C. PAVEMENT
1420
LF
$1.50
$2,130.00
$1.00
$1,420.00
29
COLD PLANING EXISTING A.C. PAVEMENT
950
SF
$3.00
$2,850.00
$1.00
$950.00
30
3" THICK TEMPORARY A.C. PAVEMENT
600
TON
$37.00
$22,200.00
$34.00
$20,400.00
31
18" THICK CLASS 2 AGGREGATE BASE
25000
TON
$10.25
$256,250.00
$10.00
$250,000.00
32
2" THICK FINAL A.C. CAP
3000
TON
$30.50
$91,500.00
$32.50
$97,500.00
33
3" THICK A.C. BASE COURSE
4500
TON
$28.85
$129,825.00
$30.00
$135,000.00
34
1 -1/2" A.C. OVERLAY
200
TON
$30.50
$6,100.00
$37.00
$7,400.00
35
ADJUSTING EXISTING UTILITIES
1
LS
$5,500.00
$5,500.00
- $2,600.00
$2,600.00
36
RELOCATE EXISTING FENCE
6500
LF
$3.15
$20,475.00
$3.15
$20,475.00
37
6' WIDE CONCRETE SWALE (DETAIL "A ")
1400
LF
$14.60
$20,440.00
$12.20
$17,080.00
38
6" A.C. BERM (V.C. STANDARD 5 -3, TYPE D -1)
690
LF
$2.60
$1,794.00
$2.80
$1,932.00
39
6" CONCRETE CURB (APWA STD Al -6)
3600
LF
$5.40
$19,440.00
$5.80
$20,880.00
40
6" A.C. MOUNTABLE A87 TYPE "D" DIKE
2470
LF
':. $2.60
$6,422.00
$3.50
$8,645.00
41
6" P.C.C. CURB AND 18" GUTTER (APWA STD A2 -6)
460
LF
:: $11.45
$5,267.00
$6.20
$2,852.00
42
6" P.C.C. CURB AND 12" GUTTER (APWA STD A2 -6)
2920
LF
$7.00
$20,440.00
$5.80
$16,936.00 ''
City of Moorpark ew Opening
Tierra Rejada Road Widening 1e- MAR-93
Bid Tabulation Spreadsheet &D -TRWKI
SECURITY PAVING
COMPANY, INC.
BURNS PACIFIC
CONSTRUCTION, INC.
Item
Approx.
Unit
Total
Unit
Total
No.
Item Description Oty Units
Price
Price
Price
Price
43
STAMPED MEDIAN CONCRETE 1320 SF
$4.50
$5,940.00
$6.50
$8,580.00
44
HYDROSEEDING 1 LS
! $12,000.00
$12,000.00
$36,000.00
$36,000.00
45
MEDIAN IRRIGATION CROSSOVERS (SCH 40 PVC) 300 LF
$26.00
$7,800.00
$21.00
$6,300.00
46
MEDIAN IRRIGATION CROSSOVER RISERS 9 EA
$245.00
$2,205.00
$315.00
$2,835.00
47
FINAL PAVEMENT DELINEATION 1 LS
$19,240.00
$19,240.00
$20,000.00
$20,000.00
48
STREET LIGHTING CONDUITS 1 LS
$19,200.00
$19,200.00
:: $21,000.00
$21,000.00
49
FINAL TRAFFIC SIGNALS 1 LS
$60,115.00
$60,115.00
$81,300.00
$81,300.00
50
WATER POLLUTION CONTROL AND SWPPP 1 LS
$15,000.00
$15,000.00
$3,000.00
$3,000.00
51
TERMINATION OF LIABILITY 1 1 LS
$1.001
$1.00
$1.00
$1.00
TOTAL SCHEDULE I, BID BASE
$1,595,508.25
$1,775,994.00
WATERLINE RELOCATION
54 12" PVC PIPE, CLASS 200 3375
LF
$23.25
$78,468.75
$24.40
$82,350.00
55 12" TAPPING SLEEVE & GATE VALUE ON 12 "AC PIPE 1
EA
$2,700.00
$2,700.00
$3,700.00
$3,700.00
56 2" BLOW -OFF ON 12" PIPE 2
EA
$1,620.00
$3,240.00
$1,170.00
$2,340.00
57 1" COMB. VALVE & AIR REL. VALVE ASSEM. 2
EA
$1,296.00
$2,592.00
$1,100.00
$2,200.00
58 12" GATE VALVE 1
EA
$918.00
$918.00
$1,000.00
$1,000.00
59 1 INST. 12" CAP -CONC. THRUST BLK ON EXIST. PIPE 1
EA
$594.00
$594.00
$1,730.00
$1,730.00
TOTAL SCHEDULE II
$88,512.75
$93,320.00
SCHEDULE I + ALTERNATE A (ENGR'S EST. INCLUDES 10% CONTINGENCY)
$1,704,808.25
$1,810,994.00
SCHEDULE I + ALTERNATE B (ENGR'S EST. INCLUDES 10% CONTINGENCY)
$1,611,008.25
$1,808,994.00
SCHEDULE I + ALTERNATE A + SCHEDULE II (ENGR'S EST. INCL. 10% CONT.)
$1,793,321.00
$1,904,314.00
SCHEDULE I + ALTERNATE B + SCHEDULE II (ENGR'S EST. INCL 10% CONT.)
$1,699,521.00
$1,902,314.00