HomeMy WebLinkAbout5.5_Project Cost EstimateSUMMARY BID SHEET
FOR CONSTRUCTION OF
CITRUS AVENUE SEWER AND STORM DRAIN
FROM JURUPA AVENUE TO SLOVER AVENUE
BID NO. SB-55-00
Total Bid Schedule I
Total Bid Schedule II
Total Bid Schedule III
Total Bid Schedule IV
640,000
970,000
890,000
70,000
Total Bid Amount for Bid Schedules I through IV
Two Million Five Hundred Thousand Seventy Dollars and Zero Cents
(Words)
Dollars $
2,570,000
(Figures)
P-17
1.
ENGINEER'S ESTIMATE
PROPOSAL BID SHEET
FOR CONSTRUCTION OF
CITRUS AVENUE SEWER AND STORM DRAIN
FROM JURUPA AVENUE TO SLOVER AVENUE
BID NO. SB-55-00
Schedule I
Sewer Construction
Item Estimate Unit Unit Total
No. Description Quantity Amount Price Amount
1 Clearing and Grubbing N/A LS N/A $ 20,000
2 Potholes 50 EA $ 400 $ 20,000
3 12" Extra Strength Vitrified Clay Pipe
Sewer 5550 LF $ 75 $ 416,250
4 8" Extra Strength Vitrified Clay Pipe
Sewer 160 LF $ 65 $ 10,400
5 Sewer Manhole per City of Fontana
Standard Detail No. 112 11 EA $ 3,000 $ 33,000
6 Sewer Manhole per City of Fontana
Standard Detail No. 112 except 5'
diameter manhole 7 EA $ 4,000 $ 28,000
7 Connection to existing Sewer Manhole
per Detail 'A', Sheet No. 8, including
manhole base reconstruction and related
work. N/A LS N/A $ 5,000
8 6" Sewer Lateral per City of Fontana
Standard Nos. 125. 1602 LF $ 60 $ 96,120
9 Concrete Encasement per Los Angeles
County Department of Public Works
Standard Plan 2023-2. Case IV 144 LF $ 30 $ 4,320
10 Concrete Encasement per Los Angeles
County Department of Public Works
Standard Plan 2023-2. Case II 261 LF $ 20 $ 5,220
TOTAL AMOUNT OF BID SCHEDULE I (Sum of Bid Items 1 through 10):
Dollars $ 638,310
(Words) (Figures)
USE: $ 640,000
(Figures)
P-13
litNGINEER'S ESTIMATE
PROPOSAL BID SHEET
FOR CONSTRUCTION OF
CITRUS AVENUE SEWER AND STORM DRAIN
FROM JURUPA AVENUE TO SLOVER AVENUE
BID NO. SB-55-00
Schedule II
Storm Drain Construction
Item Estimate Unit Unit Total
No. Description Quantity Amount Price Amount
1 Clearing and Grubbing N/A LS N/A $ 20,000
2 Potholes 50 EA $ 400 $ 20,000
3 66" Reinforced Concrete Pipe (1350D) 644 LF $ 180 $ 115,920
4 60" Reinforced Concrete Pipe (1350D) 1346 LF $ 150 $ 201,900
5 54" Reinforced Concrete Pipe (1350D) 1341 LF $ 130 $ ' 174,330
6 48" Reinforced Concrete Pipe (1350D) 1343 LF $ 115 $ 154,445
7 42" Reinforced Concrete Pipe (1350D) 773 LF $ 100 $ 77,300
8 30" Reinforced Concrete Pipe (2000D) 380 LF $ 80 $ 30,400
9 24" Reinforced Concrete Pipe (2000D) 323 LF $ 70 $ 22,610
10 Construct Manhole per American Public
Works Association Standard Plan 320-1 18 EA $ 4,500 $ 81,000
11 Construct Connection to Existing Storm
Drain including Reinforced Concrete Box
per Caltrans Standard Plan D80 and
Transition Structures per America Public
Works Association Standard Plan 342-1 N/A LS N/A $ 20,000
12 Construct Junction Structure per
American Public Works Association
Standard Plan 332-1, Case I 4 EA $ 2,500 $ 10,000
13 Construct Concrete Collar per American
Public Works Association Standard Plan
380-1 2 EA $ 1,000 $ 2,000
14 Construct Catch Basin per SBCTD
Standard Plans 206 and 206A 3 EA $ 3,500 $ 10,500
15 Construct Inlet per Detail 'B', Sheet 8 4 EA $ 2,500 $ 10,000
16 Remove Existing Inlet and Lateral N/A LS N/A $ 2,000
17 Construct Storm Drain Bulkhead per
Detail 'C', Sheet 9 9 EA 1000 $ 9,000
TOTAL AMOUNT OF BID SCHEDULE II (Sum of Bid Items 1 through 17):
$ 961,405
(Words) (Figures)
USE: $ 970,000
(Figures)
. •
Engineer's Estimate
PROPOSAL BID SHEET
FOR CONSTRUCTION OF
CITRUS AVENUE SEWER AND STORM DRAIN
FROM JURUPA AVENUE TO SLOVER AVENUE
BID NO. SB-55-00
Schedule III
Pavement Construction
Item Estimated Unit Unit Total
No. Description Quantity Amount Price Amount
1 Traffic Control, Signing, and Striping N/A LS N/A $ 50,000
2 Earthwork
N/A LS N/A $ 10,000
3 Asphalt Concrete Pavement (Slover
Avenue and Citrus Avenue Temporary
Pavement) 2,000 Tons $ 40 $ 80,000
Asphalt Concrete Pavement (Citrus
Avenue from Jurupa Avenue to Slover
Avenue) 11,000 Tons $ 40 $ 440,000
5 Asphalt Concrete Pavement (Beech
Avenue) 1,600 Tons $ 40 $ 64,000
6 Class II Aggregate Base (Citrus Avenue) 6,400 CY $ 30 $ 192,000
7 Class II Aggregate Base (Beech Avenue) 1,000 CY $ 30 $ 30,000
8 Asphalt Concrete Dike 11,000 LF $ 2 $ 22,000
TOTAL AMOUNT OF BID SCHEDULE III (Sum of Bid Items 1 through 8):
(Words)
Dollars $ 888,000
(Figures)
USE: $ 890,000
(Figures)
P-15
ENGINEER'S ESTIMATE
PROPOSAL BID SHEET
FOR CONSTRUCTION OF
CITRUS AVENUE SEWER AND STORM DRAIN
FROM JURUPA AVENUE TO SLOVER AVENUE
BID NO. SB-55-00
Schedule IV
Waste Disposal Reconstruction
Item
No.
Description
1 Clearing and Grubbing, including removal
of existing 10" Pipeline
2 Potholes
Estimate Unit Unit Total
Quantity Amount Price Amount
N/A LS N/A $ 5,000
10 EA $ 400 $ 4,000
3 12" C-900 Class 200 PVC Pipe Sewer 456 LF $ 70 $ 31,920
4
Sewer Manhole per Inland Empire
Utilities Agency Standard Detail
5 Relocate Existing Storm Drain
3 EA $ 4,000 $ 12,000
N/A LS $ 10,000 $ 10,000
TOTAL AMOUNT OF BID SCHEDULE IV (Sum of Bid Items 1 through 4):
Dollars $
Use $
62,920
(Figures)
70,000
(Figures)