Fontana City Council
February 25, 2025

CONTINGENCY +

TOTAL PROJECT
Project Total
Item No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
5 of 136 619
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name D-6C
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 1,290 $527 $ 680,000
2 Manhole EA 3 $20,322 $ 61,000
3 Sawcut and Remove Existing AC Pavement SF 6,880 $2.66 $ 18,000 4 Crushed Miscellaneous Base SF 6,880 $4 $ 28,000
5 Replace Asphalt Concrete Pavement SF 6,880 $2 $ 14,000 6 Traffic Control % 5% $ 40,000
7 Erosion Control % 1% $ 8,000
8 Moblilization/Demobilization % 10% $ 85,000
$ 934,000
Engineering and Design % 10% $ 93,000
Surveying & Staking & Geotechnical % 5% $ 47,000
Construction Management/Staff % 10% $ 93,000
$ 233,000
$ 1,167,000
25% $ 292,000
$ 1,459,000
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Project Total
Item No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
6 of 136 620
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name D-7
Units Quantities Unit Price * Item Total
1 Install 48" RCP FT 450 $656 $ 295,000
2 Install 54" RCP FT 670 $732 $ 490,000
3 Install 60" RCP FT 950 $816 $ 775,000
4 Manhole EA 5 $20,322 $ 102,000
5 Sawcut and Remove Existing AC Pavement SF 14,680 $2.66 $ 39,000 6 Crushed Miscellaneous Base SF 14,680 $4 $ 59,000
7 Replace Asphalt Concrete Pavement SF 14,680 $2 $ 29,000 8 Traffic Control % 5% $ 89,000
9 Erosion Control % 1% $ 19,000
10 Moblilization/Demobilization % 10% $ 190,000
$ 2,087,000
Engineering and Design % 10% $ 209,000
Surveying & Staking & Geotechnical % 5% $ 104,000
Construction Management/Staff % 10% $ 209,000
$ 522,000
$ 2,609,000
20% $ 522,000
$ 3,131,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
7 of 136 621
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name E-0
Units Quantities Unit Price * Item Total
1 Install 102" RCP FT 7,920 $1,753 $ 13,884,000
2 Manhole EA 20 $20,322 $ 406,000
3 Sawcut and Remove Existing AC Pavement SF 89,430 $2.66 $ 238,000 4 Crushed Miscellaneous Base SF 89,430 $4 $ 358,000
5 Replace Asphalt Concrete Pavement SF 89,430 $2 $ 179,000 6 Traffic Control % 5% $ 753,000
7 Erosion Control % 1% $ 158,000
8 Moblilization/Demobilization % 10% $ 1,598,000
$ 17,574,000
Engineering and Design % 10% $ 1,757,000
Surveying & Staking & Geotechnical % 5% $ 879,000
Construction Management/Staff % 10% $ 1,757,000
$ 4,393,000
$ 21,967,000
25% $ 5,492,000
$ 27,459,000
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
8 of 136 622
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name E-1
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 790 $527 $ 416,000
2 Install 42" RCP FT 1,170 $588 $ 688,000
3 Install 48" RCP FT 2,650 $656 $ 1,738,000
4 Install 54" RCP FT 2,650 $732 $ 1,940,000
5 Manhole EA 18 $20,322 $ 366,000
6 Sawcut and Remove Existing AC Pavement SF 46,540 $2.66 $ 124,000 7 Crushed Miscellaneous Base SF 46,540 $4 $ 186,000
8 Replace Asphalt Concrete Pavement SF 46,540 $2 $ 93,000 9 Traffic Control % 5% $ 278,000
10 Erosion Control % 1% $ 58,000
11 Moblilization/Demobilization % 10% $ 589,000
$ 6,476,000
Engineering and Design % 10% $ 648,000
Surveying & Staking & Geotechnical % 5% $ 324,000
Construction Management/Staff % 10% $ 648,000
$ 1,620,000
$ 8,096,000
25% $ 2,024,000
$ 10,120,000
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
9 of 136 623
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name E-2
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 690 $527 $ 364,000
2 Install 42" RCP FT 1,150 $588 $ 676,000
3 Install 48" RCP FT 520 $656 $ 341,000
4 Install 54" RCP FT 1,340 $732 $ 981,000
5 Install 66" RCP FT 800 $911 $ 729,000
6 Manhole EA 11 $20,322 $ 224,000
7 Sawcut and Remove Existing AC Pavement SF 29,540 $2.66 $ 79,000 8 Crushed Miscellaneous Base SF 29,540 $4 $ 118,000
9 Replace Asphalt Concrete Pavement SF 29,540 $2 $ 59,000 10 Traffic Control % 5% $ 179,000
11 Erosion Control % 1% $ 38,000
12 Moblilization/Demobilization % 10% $ 379,000
$ 4,167,000
Engineering and Design % 10% $ 417,000
Surveying & Staking & Geotechnical % 5% $ 208,000
Construction Management/Staff % 10% $ 417,000
$ 1,042,000
$ 5,209,000
25% $ 1,302,000
$ 6,511,000
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
10 of 136 624
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name E-3
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 890 $527 $ 469,000
2 Install 42" RCP FT 1,150 $588 $ 676,000
3 Install 48" RCP FT 1,000 $656 $ 656,000
4 Install 54" RCP FT 1,650 $732 $ 1,208,000
5 Manhole EA 12 $20,322 $ 244,000
6 Sawcut and Remove Existing AC Pavement SF 29,410 $2.66 $ 78,000 7 Crushed Miscellaneous Base SF 29,410 $4 $ 118,000
8 Replace Asphalt Concrete Pavement SF 29,410 $2 $ 59,000 9 Traffic Control % 5% $ 175,000
10 Erosion Control % 1% $ 37,000
11 Moblilization/Demobilization % 10% $ 372,000
$ 4,092,000
Engineering and Design % 10% $ 409,000
Surveying & Staking & Geotechnical % 5% $ 205,000
Construction Management/Staff % 10% $ 409,000
$ 1,023,000
$ 5,115,000
25% $ 1,279,000
$ 6,394,000
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
11 of 136 625
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name E-4
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 650 $527 $ 343,000
2 Install 42" RCP FT 1,140 $588 $ 670,000
3 Install 54" RCP FT 1,690 $732 $ 1,237,000
4 Install 72" RCP FT 960 $1,016 $ 975,000
5 Manhole EA 11 $20,322 $ 224,000
6 Sawcut and Remove Existing AC Pavement SF 30,170 $2.66 $ 80,000 7 Crushed Miscellaneous Base SF 30,170 $4 $ 121,000
8 Replace Asphalt Concrete Pavement SF 30,170 $2 $ 60,000 9 Traffic Control % 5% $ 186,000
10 Erosion Control % 1% $ 39,000
11 Moblilization/Demobilization % 10% $ 394,000
$ 4,329,000
Engineering and Design % 10% $ 433,000
Surveying & Staking & Geotechnical % 5% $ 216,000
Construction Management/Staff % 10% $ 433,000
$ 1,082,000
$ 5,411,000
25% $ 1,353,000
$ 6,764,000
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
12 of 136 626
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name E-5
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 480 $527 $ 253,000
2 Install 42" RCP FT 1,140 $588 $ 670,000
3 Install 54" RCP FT 1,650 $732 $ 1,208,000
4 Install 66" RCP FT 1,000 $911 $ 911,000
5 Manhole EA 11 $20,322 $ 224,000
6 Sawcut and Remove Existing AC Pavement SF 28,790 $2.66 $ 77,000 7 Crushed Miscellaneous Base SF 28,790 $4 $ 115,000
8 Replace Asphalt Concrete Pavement SF 28,790 $2 $ 58,000 9 Traffic Control % 5% $ 176,000
10 Erosion Control % 1% $ 37,000
11 Moblilization/Demobilization % 10% $ 373,000
$ 4,102,000
Engineering and Design % 10% $ 410,000
Surveying & Staking & Geotechnical % 5% $ 205,000
Construction Management/Staff % 10% $ 410,000
$ 1,025,000
$ 5,127,000
25% $ 1,282,000
$ 6,409,000
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
13 of 136 627
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name E-6
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 320 $527 $ 169,000
2 Install 42" RCP FT 1,180 $588 $ 694,000
3 Install 54" RCP FT 1,970 $732 $ 1,442,000
4 Install 72" RCP FT 680 $1,016 $ 691,000
5 Manhole EA 10 $20,322 $ 203,000
6 Sawcut and Remove Existing AC Pavement SF 26,450 $2.66 $ 70,000 7 Crushed Miscellaneous Base SF 26,450 $4 $ 106,000
8 Replace Asphalt Concrete Pavement SF 26,450 $2 $ 53,000 9 Traffic Control % 5% $ 171,000
10 Erosion Control % 1% $ 36,000
11 Moblilization/Demobilization % 10% $ 364,000
$ 3,999,000
Engineering and Design % 10% $ 400,000
Surveying & Staking & Geotechnical % 5% $ 200,000
Construction Management/Staff % 10% $ 400,000
$ 1,000,000
$ 4,999,000
25% $ 1,250,000
$ 6,249,000
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
14 of 136 628
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name E-7
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 560 $527 $ 295,000
2 Install 42" RCP FT 1,070 $588 $ 629,000
3 Install 54" RCP FT 1,990 $732 $ 1,457,000
4 Install 66" RCP FT 670 $911 $ 610,000
5 Manhole EA 11 $20,322 $ 224,000
6 Sawcut and Remove Existing AC Pavement SF 29,240 $2.66 $ 78,000 7 Crushed Miscellaneous Base SF 29,240 $4 $ 117,000
8 Replace Asphalt Concrete Pavement SF 29,240 $2 $ 58,000 9 Traffic Control % 5% $ 173,000
10 Erosion Control % 1% $ 36,000
11 Moblilization/Demobilization % 10% $ 368,000
$ 4,045,000
Engineering and Design % 10% $ 405,000
Surveying & Staking & Geotechnical % 5% $ 202,000
Construction Management/Staff % 10% $ 405,000
$ 1,012,000
$ 5,057,000
25% $ 1,264,000
$ 6,321,000
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
15 of 136 629
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name F-1
Units Quantities Unit Price * Item Total
1 Install 72" RCP FT 1,340 $1,016 $ 1,361,000
2 Manhole EA 3 $20,322 $ 61,000
3 Remove 48" RCP FT 530 $71 $ 38,000
4 Remove 54" RCP FT 650 $80 $ 52,000
5 Sawcut and Remove Existing AC Pavement SF 11,510 $2.66 $ 31,000 6 Crushed Miscellaneous Base SF 11,510 $4 $ 46,000
7 Replace Asphalt Concrete Pavement SF 11,510 $2 $ 23,000 8 Traffic Control % 5% $ 81,000
9 Erosion Control % 1% $ 17,000
10 Moblilization/Demobilization % 10% $ 171,000
$ 1,881,000
Engineering and Design % 10% $ 188,000
Surveying & Staking & Geotechnical % 5% $ 94,000
Construction Management/Staff % 10% $ 188,000
$ 470,000
$ 2,351,000
20% $ 470,000
$ 2,821,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
16 of 136 630
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name F-1A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 730 $527 $ 385,000
2 Install 42" RCP FT 690 $588 $ 406,000
3 Install 48" RCP FT 650 $656 $ 426,000
4 Install 54" RCP FT 1,000 $732 $ 732,000
5 Manhole EA 8 $20,322 $ 163,000
6 Remove 42" RCP FT 980 $62 $ 61,000
7 Sawcut and Remove Existing AC Pavement SF 19,210 $2.66 $ 51,000 8 Crushed Miscellaneous Base SF 19,210 $4 $ 77,000
9 Replace Asphalt Concrete Pavement SF 19,210 $2 $ 38,000 10 Traffic Control % 5% $ 117,000
11 Erosion Control % 1% $ 25,000
12 Moblilization/Demobilization % 10% $ 248,000
$ 2,729,000
Engineering and Design % 10% $ 273,000
Surveying & Staking & Geotechnical % 5% $ 136,000
Construction Management/Staff % 10% $ 273,000
$ 682,000
$ 3,411,000
20% $ 682,000
$ 4,093,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
17 of 136 631
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name F-1B
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 710 $527 $ 374,000
2 Install 42" RCP FT 690 $588 $ 406,000
3 Install 48" RCP FT 970 $656 $ 636,000
4 Manhole EA 6 $20,322 $ 122,000
5 Remove 24" RCP FT 200 $35 $ 7,000
6 Remove 30" RCP FT 920 $44 $ 40,000
7 Sawcut and Remove Existing AC Pavement SF 14,070 $2.66 $ 37,000 8 Crushed Miscellaneous Base SF 14,070 $4 $ 56,000
9 Replace Asphalt Concrete Pavement SF 14,070 $2 $ 28,000 10 Traffic Control % 5% $ 85,000
11 Erosion Control % 1% $ 18,000
12 Moblilization/Demobilization % 10% $ 181,000
$ 1,990,000
Engineering and Design % 10% $ 199,000
Surveying & Staking & Geotechnical % 5% $ 100,000
Construction Management/Staff % 10% $ 199,000
$ 498,000
$ 2,488,000
20% $ 498,000
$ 2,986,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
18 of 136 632
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name F-2
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 820 $527 $ 432,000
2 Install 42" RCP FT 650 $588 $ 382,000
3 Install 48" RCP FT 660 $656 $ 433,000
4 Install 54" RCP FT 1,110 $732 $ 813,000
5 Install 60" RCP FT 280 $816 $ 228,000
6 Manhole EA 9 $20,322 $ 183,000
7 Remove 36" RCP FT 720 $53 $ 38,000
8 Remove 39" RCP FT 850 $58 $ 49,000
9 Remove 42" RCP FT 320 $62 $ 20,000
10 Remove 48" RCP FT 1,080 $71 $ 77,000
11 Sawcut and Remove Existing AC Pavement SF 22,260 $2.66 $ 59,000 12 Crushed Miscellaneous Base SF 22,260 $4 $ 89,000
13 Replace Asphalt Concrete Pavement SF 22,260 $2 $ 45,000 14 Traffic Control % 5% $ 142,000
15 Erosion Control % 1% $ 30,000
16 Moblilization/Demobilization % 10% $ 302,000
$ 3,322,000
Engineering and Design % 10% $ 332,000
Surveying & Staking & Geotechnical % 5% $ 166,000
Construction Management/Staff % 10% $ 332,000
$ 830,000
$ 4,152,000
20% $ 830,000
$ 4,982,000
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)
* All unit prices reflect 2024 costs.

SUBTOTAL COST

CONTINGENCY

TOTAL PROJECT

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)
19 of 136 633
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name F-3
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 850 $527 $ 448,000
2 Install 42" RCP FT 640 $588 $ 376,000
3 Install 48" RCP FT 670 $656 $ 440,000
4 Install 54" RCP FT 530 $732 $ 388,000
5 Install 66" RCP FT 840 $911 $ 765,000
6 Manhole EA 9 $20,322 $ 183,000
7 Sawcut and Remove Existing AC Pavement SF 23,040 $2.66 $ 61,000 8 Crushed Miscellaneous Base SF 23,040 $4 $ 92,000
9 Replace Asphalt Concrete Pavement SF 23,040 $2 $ 46,000 10 Traffic Control % 5% $ 140,000
11 Erosion Control % 1% $ 29,000
12 Moblilization/Demobilization % 10% $ 297,000
$ 3,265,000
Engineering and Design % 10% $ 327,000
Surveying & Staking & Geotechnical % 5% $ 163,000
Construction Management/Staff % 10% $ 327,000
$ 817,000
$ 4,082,000
20% $ 816,000
$ 4,898,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
20 of 136 634
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name F-4
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 480 $527 $ 253,000
2 Install 42" RCP FT 1,320 $588 $ 776,000
3 Manhole EA 5 $20,322 $ 102,000
4 Sawcut and Remove Existing AC Pavement SF 10,320 $2.66 $ 27,000 5 Crushed Miscellaneous Base SF 10,320 $4 $ 41,000
6 Replace Asphalt Concrete Pavement SF 10,320 $2 $ 21,000 7 Traffic Control % 5% $ 61,000
8 Erosion Control % 1% $ 13,000
9 Moblilization/Demobilization % 10% $ 129,000
$ 1,423,000
Engineering and Design % 10% $ 142,000
Surveying & Staking & Geotechnical % 5% $ 71,000
Construction Management/Staff % 10% $ 142,000
$ 355,000
$ 1,778,000
20% $ 356,000
$ 2,134,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
21 of 136 635
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name F-5
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 890 $527 $ 469,000
2 Install 42" RCP FT 710 $588 $ 417,000
3 Install 72" RCP FT 1,970 $1,016 $ 2,002,000
4 Manhole EA 9 $20,322 $ 183,000
5 Remove 39" RCP FT 590 $58 $ 34,000
6 Sawcut and Remove Existing AC Pavement SF 25,830 $2.66 $ 69,000 7 Crushed Miscellaneous Base SF 25,830 $4 $ 103,000
8 Replace Asphalt Concrete Pavement SF 25,830 $2 $ 52,000 9 Traffic Control % 5% $ 166,000
10 Erosion Control % 1% $ 35,000
11 Moblilization/Demobilization % 10% $ 353,000
$ 3,883,000
Engineering and Design % 10% $ 388,000
Surveying & Staking & Geotechnical % 5% $ 194,000
Construction Management/Staff % 10% $ 388,000
$ 970,000
$ 4,853,000
20% $ 971,000
$ 5,824,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
22 of 136 636
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name F-5A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 830 $527 $ 437,000
2 Install 42" RCP FT 610 $588 $ 359,000
3 Install 42" RCP FT 1,330 $588 $ 782,000
4 Manhole EA 7 $20,322 $ 142,000
5 Sawcut and Remove Existing AC Pavement SF 17,270 $2.66 $ 46,000 6 Crushed Miscellaneous Base SF 17,270 $4 $ 69,000
7 Replace Asphalt Concrete Pavement SF 17,270 $2 $ 35,000 8 Traffic Control % 5% $ 94,000
9 Erosion Control % 1% $ 20,000
10 Moblilization/Demobilization % 10% $ 198,000
$ 2,182,000
Engineering and Design % 10% $ 218,000
Surveying & Staking & Geotechnical % 5% $ 109,000
Construction Management/Staff % 10% $ 218,000
$ 545,000
$ 2,727,000
20% $ 545,000
$ 3,272,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
23 of 136 637
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name F-6
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 630 $527 $ 332,000
2 Install 42" RCP FT 1,650 $588 $ 970,000
3 Install 54" RCP FT 1,250 $732 $ 915,000
4 Manhole EA 9 $20,322 $ 183,000
5 Sawcut and Remove Existing AC Pavement SF 21,760 $2.66 $ 58,000 6 Crushed Miscellaneous Base SF 21,760 $4 $ 87,000
7 Replace Asphalt Concrete Pavement SF 21,760 $2 $ 44,000 8 Traffic Control % 5% $ 129,000
9 Erosion Control % 1% $ 27,000
10 Moblilization/Demobilization % 10% $ 275,000
$ 3,020,000
Engineering and Design % 10% $ 302,000
Surveying & Staking & Geotechnical % 5% $ 151,000
Construction Management/Staff % 10% $ 302,000
$ 755,000
$ 3,775,000
20% $ 755,000
$ 4,530,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
24 of 136 638
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name G-0
Units Quantities Unit Price * Item Total
1 Install 54" RCP FT 1,320 $732 $ 966,000
2 Install 120" RCP FT 6,610 $2,433 $ 16,082,000
3 Manhole EA 20 $20,322 $ 406,000
4 Sawcut and Remove Existing AC Pavement SF 94,020 $2.66 $ 250,000 5 Crushed Miscellaneous Base SF 94,020 $4 $ 376,000
6 Replace Asphalt Concrete Pavement SF 94,020 $2 $ 188,000 7 Traffic Control % 5% $ 913,000
8 Erosion Control % 1% $ 192,000
9 Moblilization/Demobilization % 10% $ 1,937,000
$ 21,310,000
Engineering and Design % 10% $ 2,131,000
Surveying & Staking & Geotechnical % 5% $ 1,066,000
Construction Management/Staff % 10% $ 2,131,000
$ 5,328,000
$ 26,638,000
20% $ 5,328,000
$ 31,966,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
25 of 136 639
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name G-1
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 650 $527 $ 343,000
2 Install 42" RCP FT 1,500 $588 $ 882,000
3 Manhole EA 5 $20,322 $ 102,000
4 Sawcut and Remove Existing AC Pavement SF 12,280 $2.66 $ 33,000 5 Crushed Miscellaneous Base SF 12,280 $4 $ 49,000
6 Replace Asphalt Concrete Pavement SF 12,280 $2 $ 25,000 7 Traffic Control % 5% $ 72,000
8 Erosion Control % 1% $ 15,000
9 Moblilization/Demobilization % 10% $ 152,000
$ 1,673,000
Engineering and Design % 10% $ 167,000
Surveying & Staking & Geotechnical % 5% $ 84,000
Construction Management/Staff % 10% $ 167,000
$ 418,000
$ 2,091,000
20% $ 418,000
$ 2,509,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
26 of 136 640
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name G-2
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 550 $527 $ 290,000
2 Install 54" RCP FT 1,170 $732 $ 856,000
3 Install 66" RCP FT 1,490 $911 $ 1,357,000
4 Manhole EA 8 $20,322 $ 163,000
5 Sawcut and Remove Existing AC Pavement SF 23,060 $2.66 $ 61,000 6 Crushed Miscellaneous Base SF 23,060 $4 $ 92,000
7 Replace Asphalt Concrete Pavement SF 23,060 $2 $ 46,000 8 Traffic Control % 5% $ 143,000
9 Erosion Control % 1% $ 30,000
10 Moblilization/Demobilization % 10% $ 304,000
$ 3,342,000
Engineering and Design % 10% $ 334,000
Surveying & Staking & Geotechnical % 5% $ 167,000
Construction Management/Staff % 10% $ 334,000
$ 835,000
$ 4,177,000
25% $ 1,044,000
$ 5,221,000
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
27 of 136 641
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name G-2A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 530 $527 $ 279,000
2 Install 42" RCP FT 1,320 $588 $ 776,000
3 Manhole EA 5 $20,322 $ 102,000
4 Sawcut and Remove Existing AC Pavement SF 10,590 $2.66 $ 28,000 5 Crushed Miscellaneous Base SF 10,590 $4 $ 42,000
6 Replace Asphalt Concrete Pavement SF 10,590 $2 $ 21,000 7 Traffic Control % 5% $ 62,000
8 Erosion Control % 1% $ 13,000
9 Moblilization/Demobilization % 10% $ 132,000
$ 1,455,000
Engineering and Design % 10% $ 146,000
Surveying & Staking & Geotechnical % 5% $ 73,000
Construction Management/Staff % 10% $ 146,000
$ 365,000
$ 1,820,000
25% $ 455,000
$ 2,275,000
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
28 of 136 642
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name G-3
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 670 $527 $ 353,000
2 Install 42" RCP FT 1,490 $588 $ 876,000
3 Manhole EA 5 $20,322 $ 102,000
4 Sawcut and Remove Existing AC Pavement SF 12,330 $2.66 $ 33,000 5 Crushed Miscellaneous Base SF 12,330 $4 $ 49,000
6 Replace Asphalt Concrete Pavement SF 12,330 $2 $ 25,000 7 Traffic Control % 5% $ 72,000
8 Erosion Control % 1% $ 15,000
9 Moblilization/Demobilization % 10% $ 153,000
$ 1,678,000
Engineering and Design % 10% $ 168,000
Surveying & Staking & Geotechnical % 5% $ 84,000
Construction Management/Staff % 10% $ 168,000
$ 420,000
$ 2,098,000
20% $ 420,000
$ 2,518,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
29 of 136 643
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name G-4
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 690 $527 $ 364,000
2 Install 54" RCP FT 1,210 $732 $ 886,000
3 Install 66" RCP FT 1,450 $911 $ 1,321,000
4 Manhole EA 8 $20,322 $ 163,000
5 Sawcut and Remove Existing AC Pavement SF 23,760 $2.66 $ 63,000 6 Crushed Miscellaneous Base SF 23,760 $4 $ 95,000
7 Replace Asphalt Concrete Pavement SF 23,760 $2 $ 48,000 8 Traffic Control % 5% $ 147,000
9 Erosion Control % 1% $ 31,000
10 Moblilization/Demobilization % 10% $ 312,000
$ 3,430,000
Engineering and Design % 10% $ 343,000
Surveying & Staking & Geotechnical % 5% $ 172,000
Construction Management/Staff % 10% $ 343,000
$ 858,000
$ 4,288,000
25% $ 1,072,000
$ 5,360,000
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
30 of 136 644
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name G-4A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 660 $527 $ 348,000
2 Install 42" RCP FT 1,320 $588 $ 776,000
3 Manhole EA 5 $20,322 $ 102,000
4 Sawcut and Remove Existing AC Pavement SF 11,280 $2.66 $ 30,000 5 Crushed Miscellaneous Base SF 11,280 $4 $ 45,000
6 Replace Asphalt Concrete Pavement SF 11,280 $2 $ 23,000 7 Traffic Control % 5% $ 66,000
8 Erosion Control % 1% $ 14,000
9 Moblilization/Demobilization % 10% $ 140,000
$ 1,544,000
Engineering and Design % 10% $ 154,000
Surveying & Staking & Geotechnical % 5% $ 77,000
Construction Management/Staff % 10% $ 154,000
$ 385,000
$ 1,929,000
25% $ 482,000
$ 2,411,000
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
31 of 136 645
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name G-5
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 710 $527 $ 374,000
2 Install 42" RCP FT 1,450 $588 $ 853,000
3 Manhole EA 5 $20,322 $ 102,000
4 Sawcut and Remove Existing AC Pavement SF 12,310 $2.66 $ 33,000 5 Crushed Miscellaneous Base SF 12,310 $4 $ 49,000
6 Replace Asphalt Concrete Pavement SF 12,310 $2 $ 25,000 7 Traffic Control % 5% $ 72,000
8 Erosion Control % 1% $ 15,000
9 Moblilization/Demobilization % 10% $ 152,000
$ 1,675,000
Engineering and Design % 10% $ 168,000
Surveying & Staking & Geotechnical % 5% $ 84,000
Construction Management/Staff % 10% $ 168,000
$ 420,000
$ 2,095,000
20% $ 419,000
$ 2,514,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
32 of 136 646
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name G-6
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 810 $527 $ 427,000
2 Install 54" RCP FT 1,220 $732 $ 893,000
3 Install 66" RCP FT 1,440 $911 $ 1,312,000
4 Manhole EA 9 $20,322 $ 183,000
5 Sawcut and Remove Existing AC Pavement SF 23,050 $2.66 $ 61,000 6 Crushed Miscellaneous Base SF 23,050 $4 $ 92,000
7 Replace Asphalt Concrete Pavement SF 23,050 $2 $ 46,000 8 Traffic Control % 5% $ 151,000
9 Erosion Control % 1% $ 32,000
10 Moblilization/Demobilization % 10% $ 320,000
$ 3,517,000
Engineering and Design % 10% $ 352,000
Surveying & Staking & Geotechnical % 5% $ 176,000
Construction Management/Staff % 10% $ 352,000
$ 880,000
$ 4,397,000
25% $ 1,099,000
$ 5,496,000
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
33 of 136 647
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name G-6A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 680 $527 $ 358,000
2 Install 42" RCP FT 1,320 $588 $ 776,000
3 Manhole EA 5 $20,322 $ 102,000
4 Sawcut and Remove Existing AC Pavement SF 11,390 $2.66 $ 30,000 5 Crushed Miscellaneous Base SF 11,390 $4 $ 46,000
6 Replace Asphalt Concrete Pavement SF 11,390 $2 $ 23,000 7 Traffic Control % 5% $ 67,000
8 Erosion Control % 1% $ 14,000
9 Moblilization/Demobilization % 10% $ 142,000
$ 1,558,000
Engineering and Design % 10% $ 156,000
Surveying & Staking & Geotechnical % 5% $ 78,000
Construction Management/Staff % 10% $ 156,000
$ 390,000
$ 1,948,000
25% $ 487,000
$ 2,435,000
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
34 of 136 648
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name G-7
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 780 $527 $ 411,000
2 Install 54" RCP FT 1,200 $732 $ 878,000
3 Install 60" RCP FT 1,460 $816 $ 1,191,000
4 Manhole EA 9 $20,322 $ 183,000
5 Sawcut and Remove Existing AC Pavement SF 23,460 $2.66 $ 62,000 6 Crushed Miscellaneous Base SF 23,460 $4 $ 94,000
7 Replace Asphalt Concrete Pavement SF 23,460 $2 $ 47,000 8 Traffic Control % 5% $ 143,000
9 Erosion Control % 1% $ 30,000
10 Moblilization/Demobilization % 10% $ 304,000
$ 3,343,000
Engineering and Design % 10% $ 334,000
Surveying & Staking & Geotechnical % 5% $ 167,000
Construction Management/Staff % 10% $ 334,000
$ 835,000
$ 4,178,000
25% $ 1,045,000
$ 5,223,000
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
35 of 136 649
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name H-0
Units Quantities Unit Price * Item Total
1 Install 72" RCP FT 1,330 $1,016 $ 1,351,000
2 Install 78" RCP FT 1,330 $1,133 $ 1,507,000
3 Install 84" RCP FT 3,900 $1,264 $ 4,930,000
4 Manhole EA 16 $20,322 $ 325,000
5 Remove 42" RCP FT 420 $62 $ 26,000
6 Remove 66" RCP FT 730 $99 $ 72,000
7 Remove 72" RCP FT 3,170 $108 $ 342,000
8 Sawcut and Remove Existing AC Pavement SF 61,260 $2.66 $ 163,000 9 Crushed Miscellaneous Base SF 61,260 $4 $ 245,000
10 Replace Asphalt Concrete Pavement SF 61,260 $2 $ 123,000 11 Traffic Control % 5% $ 454,000
12 Erosion Control % 1% $ 95,000
13 Moblilization/Demobilization % 10% $ 963,000
$ 10,596,000
Engineering and Design % 10% $ 1,060,000
Surveying & Staking & Geotechnical % 5% $ 530,000
Construction Management/Staff % 10% $ 1,060,000
$ 2,650,000
$ 13,246,000
25% $ 3,312,000
$ 16,558,000
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
36 of 136 650
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name H-0A
Units Quantities Unit Price * Item Total
1 Install 66" RCP FT 690 $911 $ 629,000
2 Manhole EA 2 $20,322 $ 41,000
3 Remove 36" RCP FT 690 $53 $ 37,000
4 Sawcut and Remove Existing AC Pavement SF 5,550 $2.66 $ 15,000 5 Crushed Miscellaneous Base SF 5,550 $4 $ 22,000
6 Replace Asphalt Concrete Pavement SF 5,550 $2 $ 11,000 7 Traffic Control % 5% $ 38,000
8 Erosion Control % 1% $ 8,000
9 Moblilization/Demobilization % 10% $ 80,000
$ 881,000
Engineering and Design % 10% $ 88,000
Surveying & Staking & Geotechnical % 5% $ 44,000
Construction Management/Staff % 10% $ 88,000
$ 220,000
$ 1,101,000
25% $ 275,000
$ 1,376,000
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
37 of 136 651
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name J-1
Units Quantities Unit Price * Item Total
1 Install 78" RCP FT 2,520 $1,133 $ 2,855,000
2 Manhole EA 6 $20,322 $ 122,000
3 Sawcut and Remove Existing AC Pavement SF 23,000 $2.66 $ 61,000 4 Crushed Miscellaneous Base SF 23,000 $4 $ 92,000
5 Replace Asphalt Concrete Pavement SF 23,000 $2 $ 46,000 6 Traffic Control % 5% $ 159,000
7 Erosion Control % 1% $ 33,000
8 Moblilization/Demobilization % 10% $ 337,000
$ 3,705,000
Engineering and Design % 10% $ 371,000
Surveying & Staking & Geotechnical % 5% $ 185,000
Construction Management/Staff % 10% $ 371,000
$ 927,000
$ 4,632,000
20% $ 926,000
$ 5,558,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
38 of 136 652
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name J-1A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 660 $527 $ 348,000
2 Install 42" RCP FT 2,330 $588 $ 1,370,000
3 Manhole EA 7 $20,322 $ 142,000
4 Sawcut and Remove Existing AC Pavement SF 17,210 $2.66 $ 46,000 5 Crushed Miscellaneous Base SF 17,210 $4 $ 69,000
6 Replace Asphalt Concrete Pavement SF 17,210 $2 $ 34,000 7 Traffic Control % 5% $ 100,000
8 Erosion Control % 1% $ 21,000
9 Moblilization/Demobilization % 10% $ 213,000
$ 2,343,000
Engineering and Design % 10% $ 234,000
Surveying & Staking & Geotechnical % 5% $ 117,000
Construction Management/Staff % 10% $ 234,000
$ 585,000
$ 2,928,000
25% $ 732,000
$ 3,660,000
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
39 of 136 653
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name J-1B
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 800 $527 $ 422,000
2 Install 42" RCP FT 1,020 $588 $ 600,000
3 Install 54" RCP FT 1,330 $732 $ 974,000
4 Manhole EA 8 $20,322 $ 163,000
5 Sawcut and Remove Existing AC Pavement SF 19,520 $2.66 $ 52,000 6 Crushed Miscellaneous Base SF 19,520 $4 $ 78,000
7 Replace Asphalt Concrete Pavement SF 19,520 $2 $ 39,000 8 Traffic Control % 5% $ 116,000
9 Erosion Control % 1% $ 24,000
10 Moblilization/Demobilization % 10% $ 247,000
$ 2,715,000
Engineering and Design % 10% $ 272,000
Surveying & Staking & Geotechnical % 5% $ 136,000
Construction Management/Staff % 10% $ 272,000
$ 680,000
$ 3,395,000
20% $ 679,000
$ 4,074,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
40 of 136 654
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name J-1C
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 660 $527 $ 348,000
2 Install 42" RCP FT 1,160 $588 $ 682,000
3 Manhole EA 5 $20,322 $ 102,000
4 Sawcut and Remove Existing AC Pavement SF 10,340 $2.66 $ 28,000 5 Crushed Miscellaneous Base SF 10,340 $4 $ 41,000
6 Replace Asphalt Concrete Pavement SF 10,340 $2 $ 21,000 7 Traffic Control % 5% $ 61,000
8 Erosion Control % 1% $ 13,000
9 Moblilization/Demobilization % 10% $ 130,000
$ 1,426,000
Engineering and Design % 10% $ 143,000
Surveying & Staking & Geotechnical % 5% $ 71,000
Construction Management/Staff % 10% $ 143,000
$ 357,000
$ 1,783,000
20% $ 357,000
$ 2,140,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
41 of 136 655
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name J-2
Units Quantities Unit Price * Item Total
1 Install 66" RCP FT 3,570 $911 $ 3,252,000
2 Install 72" RCP FT 560 $1,016 $ 569,000
3 Manhole EA 10 $20,322 $ 203,000
4 Remove 24" RCP FT 400 $35 $ 14,000
5 Remove 30" RCP FT 340 $44 $ 15,000
6 Sawcut and Remove Existing AC Pavement SF 33,520 $2.66 $ 89,000 7 Crushed Miscellaneous Base SF 33,520 $4 $ 134,000
8 Replace Asphalt Concrete Pavement SF 33,520 $2 $ 67,000 9 Traffic Control % 5% $ 217,000
10 Erosion Control % 1% $ 46,000
11 Moblilization/Demobilization % 10% $ 461,000
$ 5,067,000
Engineering and Design % 10% $ 507,000
Surveying & Staking & Geotechnical % 5% $ 253,000
Construction Management/Staff % 10% $ 507,000
$ 1,267,000
$ 6,334,000
25% $ 1,584,000
$ 7,918,000
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
42 of 136 656
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name J-2A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 650 $527 $ 343,000
2 Install 42" RCP FT 1,150 $588 $ 676,000
3 Install 60" RCP FT 200 $816 $ 163,000
4 Manhole EA 5 $20,322 $ 102,000
5 Sawcut and Remove Existing AC Pavement SF 11,730 $2.66 $ 31,000 6 Crushed Miscellaneous Base SF 11,730 $4 $ 47,000
7 Replace Asphalt Concrete Pavement SF 11,730 $2 $ 23,000 8 Traffic Control % 5% $ 69,000
9 Erosion Control % 1% $ 15,000
10 Moblilization/Demobilization % 10% $ 147,000
$ 1,616,000
Engineering and Design % 10% $ 162,000
Surveying & Staking & Geotechnical % 5% $ 81,000
Construction Management/Staff % 10% $ 162,000
$ 405,000
$ 2,021,000
20% $ 404,000
$ 2,425,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
43 of 136 657
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name J-3
Units Quantities Unit Price * Item Total
1 Install 54" RCP FT 1,320 $732 $ 966,000
2 Install 66" RCP FT 1,310 $911 $ 1,193,000
3 Install 72" RCP FT 930 $1,016 $ 945,000
4 Manhole EA 9 $20,322 $ 183,000
5 Sawcut and Remove Existing AC Pavement SF 27,670 $2.66 $ 74,000 6 Crushed Miscellaneous Base SF 27,670 $4 $ 111,000
7 Replace Asphalt Concrete Pavement SF 27,670 $2 $ 55,000 8 Traffic Control % 5% $ 176,000
9 Erosion Control % 1% $ 37,000
10 Moblilization/Demobilization % 10% $ 374,000
$ 4,114,000
Engineering and Design % 10% $ 411,000
Surveying & Staking & Geotechnical % 5% $ 206,000
Construction Management/Staff % 10% $ 411,000
$ 1,028,000
$ 5,142,000
25% $ 1,286,000
$ 6,428,000
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
44 of 136 658
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name J-3A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 490 $527 $ 258,000
2 Install 42" RCP FT 1,350 $588 $ 794,000
3 Manhole EA 5 $20,322 $ 102,000
4 Sawcut and Remove Existing AC Pavement SF 10,550 $2.66 $ 28,000 5 Crushed Miscellaneous Base SF 10,550 $4 $ 42,000
6 Replace Asphalt Concrete Pavement SF 10,550 $2 $ 21,000 7 Traffic Control % 5% $ 62,000
8 Erosion Control % 1% $ 13,000
9 Moblilization/Demobilization % 10% $ 132,000
$ 1,452,000
Engineering and Design % 10% $ 145,000
Surveying & Staking & Geotechnical % 5% $ 73,000
Construction Management/Staff % 10% $ 145,000
$ 363,000
$ 1,815,000
20% $ 363,000
$ 2,178,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
45 of 136 659
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name J-4
Units Quantities Unit Price * Item Total
1 Install 48" RCP FT 1,140 $656 $ 748,000
2 Manhole EA 3 $20,322 $ 61,000
3 Sawcut and Remove Existing AC Pavement SF 7,320 $2.66 $ 19,000 4 Crushed Miscellaneous Base SF 7,320 $4 $ 29,000
5 Replace Asphalt Concrete Pavement SF 7,320 $2 $ 15,000 6 Traffic Control % 5% $ 44,000
7 Erosion Control % 1% $ 9,000
8 Moblilization/Demobilization % 10% $ 93,000
$ 1,018,000
Engineering and Design % 10% $ 102,000
Surveying & Staking & Geotechnical % 5% $ 51,000
Construction Management/Staff % 10% $ 102,000
$ 255,000
$ 1,273,000
20% $ 255,000
$ 1,528,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
46 of 136 660
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name J-4A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 580 $527 $ 306,000
2 Install 42" RCP FT 1,330 $588 $ 782,000
3 Manhole EA 5 $20,322 $ 102,000
4 Sawcut and Remove Existing AC Pavement SF 10,910 $2.66 $ 29,000 5 Crushed Miscellaneous Base SF 10,910 $4 $ 44,000
6 Replace Asphalt Concrete Pavement SF 10,910 $2 $ 22,000 7 Traffic Control % 5% $ 64,000
8 Erosion Control % 1% $ 13,000
9 Moblilization/Demobilization % 10% $ 136,000
$ 1,498,000
Engineering and Design % 10% $ 150,000
Surveying & Staking & Geotechnical % 5% $ 75,000
Construction Management/Staff % 10% $ 150,000
$ 375,000
$ 1,873,000
20% $ 375,000
$ 2,248,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
47 of 136 661
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name J-4B
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 600 $527 $ 316,000
2 Install 42" RCP FT 1,320 $588 $ 776,000
3 Manhole EA 5 $20,322 $ 102,000
4 Sawcut and Remove Existing AC Pavement SF 10,960 $2.66 $ 29,000 5 Crushed Miscellaneous Base SF 10,960 $4 $ 44,000
6 Replace Asphalt Concrete Pavement SF 10,960 $2 $ 22,000 7 Traffic Control % 5% $ 64,000
8 Erosion Control % 1% $ 14,000
9 Moblilization/Demobilization % 10% $ 137,000
$ 1,504,000
Engineering and Design % 10% $ 150,000
Surveying & Staking & Geotechnical % 5% $ 75,000
Construction Management/Staff % 10% $ 150,000
$ 375,000
$ 1,879,000
20% $ 376,000
$ 2,255,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
48 of 136 662
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name M-0
Units Quantities Unit Price * Item Total
1 Install 60" RCP FT 1,700 $816 $ 1,387,000
2 Manhole EA 4 $20,322 $ 81,000
3 Remove 42" RCP FT 910 $62 $ 56,000
4 Remove 48" RCP FT 650 $71 $ 46,000
5 Sawcut and Remove Existing AC Pavement SF 12,750 $2.66 $ 34,000 6 Crushed Miscellaneous Base SF 12,750 $4 $ 51,000
7 Replace Asphalt Concrete Pavement SF 12,750 $2 $ 26,000 8 Traffic Control % 5% $ 84,000
9 Erosion Control % 1% $ 18,000
10 Moblilization/Demobilization % 10% $ 178,000
$ 1,961,000
Engineering and Design % 10% $ 196,000
Surveying & Staking & Geotechnical % 5% $ 98,000
Construction Management/Staff % 10% $ 196,000
$ 490,000
$ 2,451,000
25% $ 613,000
$ 3,064,000
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
49 of 136 663
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name M-1
Units Quantities Unit Price * Item Total
1 Install 60" RCP FT 870 $816 $ 710,000
2 Install 6' x 4' RCB FT 250 $1,323 $ 331,000
3 Manhole EA 3 $20,322 $ 61,000
4 Remove 48" RCP FT 840 $71 $ 60,000
5 Sawcut and Remove Existing AC Pavement SF 8,680 $2.66 $ 23,000 6 Crushed Miscellaneous Base SF 8,680 $4 $ 35,000
7 Replace Asphalt Concrete Pavement SF 8,680 $2 $ 17,000 8 Traffic Control % 5% $ 62,000
9 Erosion Control % 1% $ 13,000
10 Moblilization/Demobilization % 10% $ 131,000
$ 1,443,000
Engineering and Design % 10% $ 144,000
Surveying & Staking & Geotechnical % 5% $ 72,000
Construction Management/Staff % 10% $ 144,000
$ 360,000
$ 1,803,000
25% $ 451,000
$ 2,254,000
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
50 of 136 664
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name M-1A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 660 $527 $ 348,000
2 Install 42" RCP FT 1,240 $588 $ 729,000
3 Manhole EA 5 $20,322 $ 102,000
4 Sawcut and Remove Existing AC Pavement SF 10,810 $2.66 $ 29,000 5 Crushed Miscellaneous Base SF 10,810 $4 $ 43,000
6 Replace Asphalt Concrete Pavement SF 10,810 $2 $ 22,000 7 Traffic Control % 5% $ 64,000
8 Erosion Control % 1% $ 13,000
9 Moblilization/Demobilization % 10% $ 135,000
$ 1,485,000
Engineering and Design % 10% $ 149,000
Surveying & Staking & Geotechnical % 5% $ 74,000
Construction Management/Staff % 10% $ 149,000
$ 372,000
$ 1,857,000
20% $ 371,000
$ 2,228,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
51 of 136 665
City of Fontana Master Plan
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CIP Cost Estimates
AOS 1
Name M-2
Units Quantities Unit Price * Item Total
1 Install 48" RCP FT 1,090 $656 $ 715,000
2 Manhole EA 3 $20,322 $ 61,000
3 Sawcut and Remove Existing AC Pavement SF 7,000 $2.66 $ 19,000 4 Crushed Miscellaneous Base SF 7,000 $4 $ 28,000
5 Replace Asphalt Concrete Pavement SF 7,000 $2 $ 14,000 6 Traffic Control % 5% $ 42,000
7 Erosion Control % 1% $ 9,000
8 Moblilization/Demobilization % 10% $ 89,000
$ 977,000
Engineering and Design % 10% $ 98,000
Surveying & Staking & Geotechnical % 5% $ 49,000
Construction Management/Staff % 10% $ 98,000
$ 245,000
$ 1,222,000
25% $ 306,000
$ 1,528,000
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
52 of 136 666
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name M-2A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 550 $527 $ 290,000
2 Install 42" RCP FT 1,150 $588 $ 676,000
3 Manhole EA 4 $20,322 $ 81,000
4 Sawcut and Remove Existing AC Pavement SF 9,690 $2.66 $ 26,000 5 Crushed Miscellaneous Base SF 9,690 $4 $ 39,000
6 Replace Asphalt Concrete Pavement SF 9,690 $2 $ 19,000 7 Traffic Control % 5% $ 57,000
8 Erosion Control % 1% $ 12,000
9 Moblilization/Demobilization % 10% $ 120,000
$ 1,320,000
Engineering and Design % 10% $ 132,000
Surveying & Staking & Geotechnical % 5% $ 66,000
Construction Management/Staff % 10% $ 132,000
$ 330,000
$ 1,650,000
20% $ 330,000
$ 1,980,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
53 of 136 667
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name M-3
Units Quantities Unit Price * Item Total
1 Install 48" RCP FT 1,150 $656 $ 754,000
2 Manhole EA 3 $20,322 $ 61,000
3 Sawcut and Remove Existing AC Pavement SF 7,380 $2.66 $ 20,000 4 Crushed Miscellaneous Base SF 7,380 $4 $ 30,000
5 Replace Asphalt Concrete Pavement SF 7,380 $2 $ 15,000 6 Traffic Control % 5% $ 44,000
7 Erosion Control % 1% $ 9,000
8 Moblilization/Demobilization % 10% $ 93,000
$ 1,026,000
Engineering and Design % 10% $ 103,000
Surveying & Staking & Geotechnical % 5% $ 51,000
Construction Management/Staff % 10% $ 103,000
$ 257,000
$ 1,283,000
25% $ 321,000
$ 1,604,000
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
54 of 136 668
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name M-3A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 580 $527 $ 306,000
2 Install 42" RCP FT 1,460 $588 $ 858,000
3 Manhole EA 5 $20,322 $ 102,000
4 Sawcut and Remove Existing AC Pavement SF 11,680 $2.66 $ 31,000 5 Crushed Miscellaneous Base SF 11,680 $4 $ 47,000
6 Replace Asphalt Concrete Pavement SF 11,680 $2 $ 23,000 7 Traffic Control % 5% $ 68,000
8 Erosion Control % 1% $ 14,000
9 Moblilization/Demobilization % 10% $ 145,000
$ 1,594,000
Engineering and Design % 10% $ 159,000
Surveying & Staking & Geotechnical % 5% $ 80,000
Construction Management/Staff % 10% $ 159,000
$ 398,000
$ 1,992,000
25% $ 498,000
$ 2,490,000
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
55 of 136 669
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name M-4
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 700 $527 $ 369,000
2 Manhole EA 2 $20,322 $ 41,000
3 Sawcut and Remove Existing AC Pavement SF 3,740 $2.66 $ 10,000 4 Crushed Miscellaneous Base SF 3,740 $4 $ 15,000
5 Replace Asphalt Concrete Pavement SF 3,740 $2 $ 7,000 6 Traffic Control % 5% $ 22,000
7 Erosion Control % 1% $ 5,000
8 Moblilization/Demobilization % 10% $ 47,000
$ 516,000
Engineering and Design % 10% $ 51,600
Surveying & Staking & Geotechnical % 5% $ 26,000
Construction Management/Staff % 10% $ 52,000
$ 129,600
$ 645,600
20% $ 129,000
$ 774,600
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
56 of 136 670
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name M-5-A
Units Quantities Unit Price * Item Total
1 Install Double 14' x 6' RCB FT 1,360 $16,722 $ 22,742,000 2 Manhole EA 3 $20,322 $ 61,000
3 Sawcut and Remove Existing AC Pavement SF 40,800 $2.66 $ 109,000 4 Crushed Miscellaneous Base SF 40,800 $4 $ 163,000
5 Replace Asphalt Concrete Pavement SF 40,800 $2 $ 82,000 6 Traffic Control % 5% $ 1,158,000
7 Erosion Control % 1% $ 243,000
8 Moblilization/Demobilization % 10% $ 2,456,000
$ 27,014,000
Engineering and Design % 10% $ 2,701,000
Surveying & Staking & Geotechnical % 5% $ 1,351,000
Construction Management/Staff % 10% $ 2,701,000
$ 6,753,000
$ 33,767,000
25% $ 8,442,000
$ 42,209,000
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
57 of 136 671
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name M-5-B
Units Quantities Unit Price * Item Total
1 Install 14' x 8' RCB FT 1,880 $8,361 $ 15,719,000
2 Install Double 14' x 6' RCB FT 1,870 $16,722 $ 31,270,000 3 Manhole EA 9 $20,322 $ 183,000
4 Sawcut and Remove Existing AC Pavement SF 86,180 $2.66 $ 229,000 5 Crushed Miscellaneous Base SF 86,180 $4 $ 345,000
6 Replace Asphalt Concrete Pavement SF 86,180 $2 $ 172,000 7 Traffic Control % 5% $ 2,396,000
8 Erosion Control % 1% $ 503,000
9 Moblilization/Demobilization % 10% $ 5,082,000
$ 55,899,000
Engineering and Design % 10% $ 5,590,000
Surveying & Staking & Geotechnical % 5% $ 2,795,000
Construction Management/Staff % 10% $ 5,590,000
$ 13,975,000
$ 69,874,000
25% $ 17,469,000
$ 87,343,000
+ Contingency increased to 25% due to 12' water main conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
58 of 136 672
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name M-5-C
Units Quantities Unit Price * Item Total
1 Install 96" RCP FT 3,760 $1,572 $ 5,911,000
2 Manhole EA 9 $20,322 $ 183,000
3 Sawcut and Remove Existing AC Pavement SF 40,270 $2.66 $ 107,000 4 Crushed Miscellaneous Base SF 40,270 $4 $ 161,000
5 Replace Asphalt Concrete Pavement SF 40,270 $2 $ 81,000 6 Traffic Control % 5% $ 322,000
7 Erosion Control % 1% $ 68,000
8 Moblilization/Demobilization % 10% $ 683,000
$ 7,516,000
Engineering and Design % 10% $ 752,000
Surveying & Staking & Geotechnical % 5% $ 376,000
Construction Management/Staff % 10% $ 752,000
$ 1,880,000
$ 9,396,000
20% $ 1,879,000
$ 11,275,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
59 of 136 673
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name M-5-D
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 670 $527 $ 353,000
2 Install 42" RCP FT 1,310 $588 $ 770,000
3 Install 54" RCP FT 3,180 $732 $ 2,328,000
4 Install 60" RCP FT 2,010 $816 $ 1,640,000
5 Manhole EA 18 $20,322 $ 366,000
6 Sawcut and Remove Existing AC Pavement SF 48,560 $2.66 $ 129,000 7 Crushed Miscellaneous Base SF 48,560 $4 $ 194,000
8 Replace Asphalt Concrete Pavement SF 48,560 $2 $ 97,000 9 Traffic Control % 5% $ 294,000
10 Erosion Control % 1% $ 62,000
11 Moblilization/Demobilization % 10% $ 623,000
$ 6,856,000
Engineering and Design % 10% $ 686,000
Surveying & Staking & Geotechnical % 5% $ 343,000
Construction Management/Staff % 10% $ 686,000
$ 1,715,000
$ 8,571,000
25% $ 2,143,000
$ 10,714,000
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
60 of 136 674
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name M-5-E
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 700 $527 $ 369,000
2 Manhole EA 2 $20,322 $ 41,000
3 Sawcut and Remove Existing AC Pavement SF 3,740 $2.66 $ 10,000 4 Crushed Miscellaneous Base SF 3,740 $4 $ 15,000
5 Replace Asphalt Concrete Pavement SF 3,740 $2 $ 7,000 6 Traffic Control % 5% $ 22,000
7 Erosion Control % 1% $ 5,000
8 Moblilization/Demobilization % 10% $ 47,000
$ 516,000
Engineering and Design % 10% $ 51,600
Surveying & Staking & Geotechnical % 5% $ 26,000
Construction Management/Staff % 10% $ 52,000
$ 129,600
$ 645,600
25% $ 161,000
$ 806,600
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
61 of 136 675
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name M-5A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 460 $527 $ 242,000
2 Install 42" RCP FT 1,400 $588 $ 823,000
3 Manhole EA 5 $20,322 $ 102,000
4 Sawcut and Remove Existing AC Pavement SF 10,680 $2.66 $ 28,000 5 Crushed Miscellaneous Base SF 10,680 $4 $ 43,000
6 Replace Asphalt Concrete Pavement SF 10,680 $2 $ 21,000 7 Traffic Control % 5% $ 63,000
8 Erosion Control % 1% $ 13,000
9 Moblilization/Demobilization % 10% $ 134,000
$ 1,469,000
Engineering and Design % 10% $ 147,000
Surveying & Staking & Geotechnical % 5% $ 73,000
Construction Management/Staff % 10% $ 147,000
$ 367,000
$ 1,836,000
25% $ 459,000
$ 2,295,000
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
62 of 136 676
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name M-5B
Units Quantities Unit Price * Item Total
1 Install 66" RCP FT 1,330 $911 $ 1,212,000
2 Install 72" RCP FT 4,130 $1,016 $ 4,196,000
3 Install 78" RCP FT 1,330 $1,133 $ 1,507,000
4 Manhole EA 17 $20,322 $ 345,000
5 Sawcut and Remove Existing AC Pavement SF 58,000 $2.66 $ 154,000 6 Crushed Miscellaneous Base SF 58,000 $4 $ 232,000
7 Replace Asphalt Concrete Pavement SF 58,000 $2 $ 116,000 8 Traffic Control % 5% $ 388,000
9 Erosion Control % 1% $ 82,000
10 Moblilization/Demobilization % 10% $ 823,000
$ 9,055,000
Engineering and Design % 10% $ 906,000
Surveying & Staking & Geotechnical % 5% $ 453,000
Construction Management/Staff % 10% $ 906,000
$ 2,265,000
$ 11,320,000
20% $ 2,264,000
$ 13,584,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
63 of 136 677
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name M-5B-A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 340 $527 $ 179,000
2 Manhole EA 1 $20,322 $ 20,000
3 Sawcut and Remove Existing AC Pavement SF 1,820 $2.66 $ 5,000 4 Crushed Miscellaneous Base SF 1,820 $4 $ 7,000
5 Replace Asphalt Concrete Pavement SF 1,820 $2 $ 4,000 6 Traffic Control % 5% $ 11,000
7 Erosion Control % 1% $ 2,000
8 Moblilization/Demobilization % 10% $ 23,000
$ 251,000
Engineering and Design % 10% $ 25,100
Surveying & Staking & Geotechnical % 5% $ 13,000
Construction Management/Staff % 10% $ 25,000
$ 63,100
$ 314,100
20% $ 63,000
$ 377,100
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
64 of 136 678
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name M-5B-B
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 690 $527 $ 364,000
2 Install 42" RCP FT 1,350 $588 $ 794,000
3 Manhole EA 5 $20,322 $ 102,000
4 Sawcut and Remove Existing AC Pavement SF 11,620 $2.66 $ 31,000 5 Crushed Miscellaneous Base SF 11,620 $4 $ 46,000
6 Replace Asphalt Concrete Pavement SF 11,620 $2 $ 23,000 7 Traffic Control % 5% $ 68,000
8 Erosion Control % 1% $ 14,000
9 Moblilization/Demobilization % 10% $ 144,000
$ 1,586,000
Engineering and Design % 10% $ 159,000
Surveying & Staking & Geotechnical % 5% $ 79,000
Construction Management/Staff % 10% $ 159,000
$ 397,000
$ 1,983,000
20% $ 397,000
$ 2,380,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
65 of 136 679
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name M-5B-C
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 670 $527 $ 353,000
2 Install 42" RCP FT 1,350 $588 $ 794,000
3 Manhole EA 5 $20,322 $ 102,000
4 Sawcut and Remove Existing AC Pavement SF 11,510 $2.66 $ 31,000 5 Crushed Miscellaneous Base SF 11,510 $4 $ 46,000
6 Replace Asphalt Concrete Pavement SF 11,510 $2 $ 23,000 7 Traffic Control % 5% $ 67,000
8 Erosion Control % 1% $ 14,000
9 Moblilization/Demobilization % 10% $ 143,000
$ 1,573,000
Engineering and Design % 10% $ 157,000
Surveying & Staking & Geotechnical % 5% $ 79,000
Construction Management/Staff % 10% $ 157,000
$ 393,000
$ 1,966,000
20% $ 393,000
$ 2,359,000
* All unit prices reflect 2024 costs.

Item No. Item Description
Project Total

CONTINGENCY

TOTAL PROJECT

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
66 of 136 680
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name M-5B-D 100
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 730 $527 $ 385,000
2 Install 42" RCP FT 1,330 $588 $ 782,000
3 Manhole EA 5 $20,322 $ 102,000
4 Sawcut and Remove Existing AC Pavement SF 11,710 $2.66 $ 31,000 5 Crushed Miscellaneous Base SF 11,710 $4 $ 47,000
6 Replace Asphalt Concrete Pavement SF 11,710 $2 $ 23,000 7 Traffic Control % 5% $ 69,000
8 Erosion Control % 1% $ 14,000
9 Moblilization/Demobilization % 10% $ 145,000
$ 1,598,000
Engineering and Design % 10% $ 160,000
Surveying & Staking & Geotechnical % 5% $ 80,000
Construction Management/Staff % 10% $ 160,000
$ 400,000
$ 1,998,000
20% $ 400,000
$ 2,398,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
67 of 136 681
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name M-5B-E
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 790 $527 $ 416,000
2 Install 42" RCP FT 1,320 $588 $ 776,000
3 Install 48" RCP FT 1,330 $656 $ 872,000
4 Manhole EA 9 $20,322 $ 183,000
5 Sawcut and Remove Existing AC Pavement SF 20,510 $2.66 $ 55,000 6 Crushed Miscellaneous Base SF 20,510 $4 $ 82,000
7 Replace Asphalt Concrete Pavement SF 20,510 $2 $ 41,000 8 Traffic Control % 5% $ 121,000
9 Erosion Control % 1% $ 25,000
10 Moblilization/Demobilization % 10% $ 257,000
$ 2,828,000
Engineering and Design % 10% $ 283,000
Surveying & Staking & Geotechnical % 5% $ 141,000
Construction Management/Staff % 10% $ 283,000
$ 707,000
$ 3,535,000
25% $ 884,000
$ 4,419,000
+ Contingency increased to 25% due to major highway and SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
68 of 136 682
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name M-5C
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 350 $527 $ 184,000
2 Install 42" RCP FT 1,320 $588 $ 776,000
3 Install 48" RCP FT 1,340 $656 $ 879,000
4 Manhole EA 8 $20,322 $ 163,000
5 Sawcut and Remove Existing AC Pavement SF 18,220 $2.66 $ 48,000 6 Crushed Miscellaneous Base SF 18,220 $4 $ 73,000
7 Replace Asphalt Concrete Pavement SF 18,220 $2 $ 36,000 8 Traffic Control % 5% $ 108,000
9 Erosion Control % 1% $ 23,000
10 Moblilization/Demobilization % 10% $ 229,000
$ 2,519,000
Engineering and Design % 10% $ 252,000
Surveying & Staking & Geotechnical % 5% $ 126,000
Construction Management/Staff % 10% $ 252,000
$ 630,000
$ 3,149,000
25% $ 787,000
$ 3,936,000
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
69 of 136 683
City of Fontana Master Plan
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CIP Cost Estimates
AOS 1
Name M-5D
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 810 $527 $ 427,000
2 Manhole EA 2 $20,322 $ 41,000
3 Sawcut and Remove Existing AC Pavement SF 4,320 $2.66 $ 11,000 4 Crushed Miscellaneous Base SF 4,320 $4 $ 17,000
5 Replace Asphalt Concrete Pavement SF 4,320 $2 $ 9,000 6 Traffic Control % 5% $ 25,000
7 Erosion Control % 1% $ 5,000
8 Moblilization/Demobilization % 10% $ 54,000
$ 589,000
Engineering and Design % 10% $ 58,900
Surveying & Staking & Geotechnical % 5% $ 29,000
Construction Management/Staff % 10% $ 59,000
$ 146,900
$ 735,900
20% $ 147,000
$ 882,900
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
70 of 136 684
City of Fontana Master Plan
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CIP Cost Estimates
AOS 1
Name M-5E
Units Quantities Unit Price * Item Total
1 Install 60" RCP FT 1,320 $816 $ 1,077,000
2 Install 66" RCP FT 1,330 $911 $ 1,212,000
3 Install 72" RCP FT 5,480 $1,016 $ 5,568,000
4 Install 78" RCP FT 5,480 $1,133 $ 6,209,000
5 Manhole EA 34 $20,322 $ 691,000
6 Sawcut and Remove Existing AC Pavement SF 110,270 $2.66 $ 293,000 7 Crushed Miscellaneous Base SF 110,270 $4 $ 441,000
8 Replace Asphalt Concrete Pavement SF 110,270 $2 $ 221,000 9 Traffic Control % 5% $ 786,000
10 Erosion Control % 1% $ 165,000
11 Moblilization/Demobilization % 10% $ 1,666,000
$ 18,329,000
Engineering and Design % 10% $ 1,833,000
Surveying & Staking & Geotechnical % 5% $ 916,000
Construction Management/Staff % 10% $ 1,833,000
$ 4,582,000
$ 22,911,000
20% $ 4,582,000
$ 27,493,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
71 of 136 685
City of Fontana Master Plan
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CIP Cost Estimates
AOS 1
Name M-5E-A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 520 $527 $ 274,000
2 Install 42" RCP FT 820 $588 $ 482,000
3 Manhole EA 3 $20,322 $ 61,000
4 Sawcut and Remove Existing AC Pavement SF 7,600 $2.66 $ 20,000 5 Crushed Miscellaneous Base SF 7,600 $4 $ 30,000
6 Replace Asphalt Concrete Pavement SF 7,600 $2 $ 15,000 7 Traffic Control % 5% $ 44,000
8 Erosion Control % 1% $ 9,000
9 Moblilization/Demobilization % 10% $ 94,000
$ 1,029,000
Engineering and Design % 10% $ 103,000
Surveying & Staking & Geotechnical % 5% $ 51,000
Construction Management/Staff % 10% $ 103,000
$ 257,000
$ 1,286,000
20% $ 257,000
$ 1,543,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
72 of 136 686
City of Fontana Master Plan
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CIP Cost Estimates
AOS 1
Name M-5E-B
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 500 $527 $ 264,000
2 Install 42" RCP FT 1,200 $588 $ 706,000
3 Manhole EA 4 $20,322 $ 81,000
4 Sawcut and Remove Existing AC Pavement SF 9,720 $2.66 $ 26,000 5 Crushed Miscellaneous Base SF 9,720 $4 $ 39,000
6 Replace Asphalt Concrete Pavement SF 9,720 $2 $ 19,000 7 Traffic Control % 5% $ 57,000
8 Erosion Control % 1% $ 12,000
9 Moblilization/Demobilization % 10% $ 120,000
$ 1,324,000
Engineering and Design % 10% $ 132,000
Surveying & Staking & Geotechnical % 5% $ 66,000
Construction Management/Staff % 10% $ 132,000
$ 330,000
$ 1,654,000
20% $ 331,000
$ 1,985,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
73 of 136 687
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name M-5E-C
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 490 $527 $ 258,000
2 Install 42" RCP FT 1,180 $588 $ 694,000
3 Manhole EA 4 $20,322 $ 81,000
4 Remove 36" RCP FT 70 $53 $ 4,000
5 Sawcut and Remove Existing AC Pavement SF 9,550 $2.66 $ 25,000 6 Crushed Miscellaneous Base SF 9,550 $4 $ 38,000
7 Replace Asphalt Concrete Pavement SF 9,550 $2 $ 19,000 8 Traffic Control % 5% $ 56,000
9 Erosion Control % 1% $ 12,000
10 Moblilization/Demobilization % 10% $ 119,000
$ 1,306,000
Engineering and Design % 10% $ 131,000
Surveying & Staking & Geotechnical % 5% $ 65,000
Construction Management/Staff % 10% $ 131,000
$ 327,000
$ 1,633,000
20% $ 327,000
$ 1,960,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
74 of 136 688
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name M-5E-D
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 590 $527 $ 311,000
2 Install 42" RCP FT 1,070 $588 $ 629,000
3 Manhole EA 4 $20,322 $ 81,000
4 Sawcut and Remove Existing AC Pavement SF 9,440 $2.66 $ 25,000 5 Crushed Miscellaneous Base SF 9,440 $4 $ 38,000
6 Replace Asphalt Concrete Pavement SF 9,440 $2 $ 19,000 7 Traffic Control % 5% $ 55,000
8 Erosion Control % 1% $ 12,000
9 Moblilization/Demobilization % 10% $ 117,000
$ 1,287,000
Engineering and Design % 10% $ 129,000
Surveying & Staking & Geotechnical % 5% $ 64,000
Construction Management/Staff % 10% $ 129,000
$ 322,000
$ 1,609,000
20% $ 322,000
$ 1,931,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
75 of 136 689
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name M-5E-E
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 640 $527 $ 337,000
2 Install 42" RCP FT 1,030 $588 $ 606,000
3 Manhole EA 4 $20,322 $ 81,000
4 Sawcut and Remove Existing AC Pavement SF 9,470 $2.66 $ 25,000 5 Crushed Miscellaneous Base SF 9,470 $4 $ 38,000
6 Replace Asphalt Concrete Pavement SF 9,470 $2 $ 19,000 7 Traffic Control % 5% $ 55,000
8 Erosion Control % 1% $ 12,000
9 Moblilization/Demobilization % 10% $ 117,000
$ 1,290,000
Engineering and Design % 10% $ 129,000
Surveying & Staking & Geotechnical % 5% $ 65,000
Construction Management/Staff % 10% $ 129,000
$ 323,000
$ 1,613,000
20% $ 323,000
$ 1,936,000
* All unit prices reflect 2024 costs.

Item No. Item Description
Project Total

CONTINGENCY

TOTAL PROJECT

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
76 of 136 690
City of Fontana Master Plan
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CIP Cost Estimates
AOS 1
Name M-5E-F
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 650 $527 $ 343,000
2 Install 42" RCP FT 1,000 $588 $ 588,000
3 Manhole EA 4 $20,322 $ 81,000
4 Sawcut and Remove Existing AC Pavement SF 9,350 $2.66 $ 25,000 5 Crushed Miscellaneous Base SF 9,350 $4 $ 37,000
6 Replace Asphalt Concrete Pavement SF 9,350 $2 $ 19,000 7 Traffic Control % 5% $ 55,000
8 Erosion Control % 1% $ 11,000
9 Moblilization/Demobilization % 10% $ 116,000
$ 1,275,000
Engineering and Design % 10% $ 128,000
Surveying & Staking & Geotechnical % 5% $ 64,000
Construction Management/Staff % 10% $ 128,000
$ 320,000
$ 1,595,000
20% $ 319,000
$ 1,914,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
77 of 136 691
City of Fontana Master Plan
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CIP Cost Estimates
AOS 1
Name M-5F
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 350 $527 $ 184,000
2 Install 42" RCP FT 1,320 $588 $ 776,000
3 Install 48" RCP FT 1,350 $656 $ 886,000
4 Install 60" RCP FT 1,140 $816 $ 930,000
5 Install 66" RCP FT 1,520 $911 $ 1,385,000
6 Manhole EA 14 $20,322 $ 285,000
7 Sawcut and Remove Existing AC Pavement SF 39,320 $2.66 $ 105,000 8 Crushed Miscellaneous Base SF 39,320 $4 $ 157,000
9 Replace Asphalt Concrete Pavement SF 39,320 $2 $ 79,000 10 Traffic Control % 5% $ 239,000
11 Erosion Control % 1% $ 50,000
12 Moblilization/Demobilization % 10% $ 508,000
$ 5,584,000
Engineering and Design % 10% $ 558,000
Surveying & Staking & Geotechnical % 5% $ 279,000
Construction Management/Staff % 10% $ 558,000
$ 1,395,000
$ 6,979,000
25% $ 1,745,000
$ 8,724,000
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
78 of 136 692
City of Fontana Master Plan
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CIP Cost Estimates
AOS 1
Name M-5F-A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 360 $527 $ 190,000
2 Install 42" RCP FT 1,330 $588 $ 782,000
3 Install 48" RCP FT 1,320 $656 $ 866,000
4 Install 54" RCP FT 1,330 $732 $ 974,000
5 Manhole EA 11 $20,322 $ 224,000
6 Sawcut and Remove Existing AC Pavement SF 27,460 $2.66 $ 73,000 7 Crushed Miscellaneous Base SF 27,460 $4 $ 110,000
8 Replace Asphalt Concrete Pavement SF 27,460 $2 $ 55,000 9 Traffic Control % 5% $ 164,000
10 Erosion Control % 1% $ 34,000
11 Moblilization/Demobilization % 10% $ 347,000
$ 3,819,000
Engineering and Design % 10% $ 382,000
Surveying & Staking & Geotechnical % 5% $ 191,000
Construction Management/Staff % 10% $ 382,000
$ 955,000
$ 4,774,000
25% $ 1,194,000
$ 5,968,000
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
79 of 136 693
City of Fontana Master Plan
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CIP Cost Estimates
AOS 1
Name M-5G
Units Quantities Unit Price * Item Total
1 Install 54" RCP FT 1,340 $732 $ 981,000
2 Install 66" RCP FT 2,650 $911 $ 2,414,000
3 Manhole EA 10 $20,322 $ 203,000
4 Sawcut and Remove Existing AC Pavement SF 30,530 $2.66 $ 81,000 5 Crushed Miscellaneous Base SF 30,530 $4 $ 122,000
6 Replace Asphalt Concrete Pavement SF 30,530 $2 $ 61,000 7 Traffic Control % 5% $ 193,000
8 Erosion Control % 1% $ 41,000
9 Moblilization/Demobilization % 10% $ 410,000
$ 4,506,000
Engineering and Design % 10% $ 451,000
Surveying & Staking & Geotechnical % 5% $ 225,000
Construction Management/Staff % 10% $ 451,000
$ 1,127,000
$ 5,633,000
25% $ 1,408,000
$ 7,041,000
+ Contingency increased to 25% due to major highway and 12' water main conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
80 of 136 694
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name M-5G-A
Units Quantities Unit Price * Item Total
1 Install 42" RCP FT 1,150 $588 $ 676,000
2 Manhole EA 3 $20,322 $ 61,000
3 Sawcut and Remove Existing AC Pavement SF 6,760 $2.66 $ 18,000 4 Crushed Miscellaneous Base SF 6,760 $4 $ 27,000
5 Replace Asphalt Concrete Pavement SF 6,760 $2 $ 14,000 6 Traffic Control % 5% $ 40,000
7 Erosion Control % 1% $ 8,000
8 Moblilization/Demobilization % 10% $ 84,000
$ 928,000
Engineering and Design % 10% $ 93,000
Surveying & Staking & Geotechnical % 5% $ 46,000
Construction Management/Staff % 10% $ 93,000
$ 232,000
$ 1,160,000
25% $ 290,000
$ 1,450,000
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
81 of 136 695
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name M-5G-B
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 1,310 $527 $ 690,000
2 Install 42" RCP FT 750 $588 $ 441,000
3 Manhole EA 5 $20,322 $ 102,000
4 Sawcut and Remove Existing AC Pavement SF 11,400 $2.66 $ 30,000 5 Crushed Miscellaneous Base SF 11,400 $4 $ 46,000
6 Replace Asphalt Concrete Pavement SF 11,400 $2 $ 23,000 7 Traffic Control % 5% $ 67,000
8 Erosion Control % 1% $ 14,000
9 Moblilization/Demobilization % 10% $ 141,000
$ 1,554,000
Engineering and Design % 10% $ 155,000
Surveying & Staking & Geotechnical % 5% $ 78,000
Construction Management/Staff % 10% $ 155,000
$ 388,000
$ 1,942,000
25% $ 486,000
$ 2,428,000
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
82 of 136 696
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name M-5G-C
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 730 $527 $ 385,000
2 Install 42" RCP FT 1,310 $588 $ 770,000
3 Manhole EA 5 $20,322 $ 102,000
4 Sawcut and Remove Existing AC Pavement SF 11,590 $2.66 $ 31,000 5 Crushed Miscellaneous Base SF 11,590 $4 $ 46,000
6 Replace Asphalt Concrete Pavement SF 11,590 $2 $ 23,000 7 Traffic Control % 5% $ 68,000
8 Erosion Control % 1% $ 14,000
9 Moblilization/Demobilization % 10% $ 144,000
$ 1,583,000
Engineering and Design % 10% $ 158,000
Surveying & Staking & Geotechnical % 5% $ 79,000
Construction Management/Staff % 10% $ 158,000
$ 395,000
$ 1,978,000
25% $ 495,000
$ 2,473,000
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
83 of 136 697
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name M-5H
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 350 $527 $ 184,000
2 Install 42" RCP FT 1,320 $588 $ 776,000
3 Install 48" RCP FT 1,340 $656 $ 879,000
4 Install 54" RCP FT 1,150 $732 $ 842,000
5 Install 72" RCP FT 2,830 $1,016 $ 2,875,000
6 Manhole EA 17 $20,322 $ 345,000
7 Sawcut and Remove Existing AC Pavement SF 50,520 $2.66 $ 134,000 8 Crushed Miscellaneous Base SF 50,520 $4 $ 202,000
9 Replace Asphalt Concrete Pavement SF 50,520 $2 $ 101,000 10 Traffic Control % 5% $ 317,000
11 Erosion Control % 1% $ 67,000
12 Moblilization/Demobilization % 10% $ 672,000
$ 7,394,000
Engineering and Design % 10% $ 739,000
Surveying & Staking & Geotechnical % 5% $ 370,000
Construction Management/Staff % 10% $ 739,000
$ 1,848,000
$ 9,242,000
25% $ 2,311,000
$ 11,553,000
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
84 of 136 698
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name M-6A
Units Quantities Unit Price * Item Total
1 Install 72" RCP FT 2,630 $1,016 $ 2,672,000
2 Install 78" RCP FT 1,380 $1,133 $ 1,564,000
3 Manhole EA 10 $20,322 $ 203,000
4 Sawcut and Remove Existing AC Pavement SF 35,170 $2.66 $ 94,000 5 Crushed Miscellaneous Base SF 35,170 $4 $ 141,000
6 Replace Asphalt Concrete Pavement SF 35,170 $2 $ 70,000 7 Traffic Control % 5% $ 237,000
8 Erosion Control % 1% $ 50,000
9 Moblilization/Demobilization % 10% $ 503,000
$ 5,534,000
Engineering and Design % 10% $ 553,000
Surveying & Staking & Geotechnical % 5% $ 277,000
Construction Management/Staff % 10% $ 553,000
$ 1,383,000
$ 6,917,000
20% $ 1,383,000
$ 8,300,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
85 of 136 699
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name M-6B
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 340 $527 $ 179,000
2 Install 42" RCP FT 1,370 $588 $ 806,000
3 Install 48" RCP FT 1,290 $656 $ 846,000
4 Install 66" RCP FT 2,650 $911 $ 2,414,000
5 Manhole EA 14 $20,322 $ 285,000
6 Sawcut and Remove Existing AC Pavement SF 40,890 $2.66 $ 109,000 7 Crushed Miscellaneous Base SF 40,890 $4 $ 164,000
8 Replace Asphalt Concrete Pavement SF 40,890 $2 $ 82,000 9 Traffic Control % 5% $ 244,000
10 Erosion Control % 1% $ 51,000
11 Moblilization/Demobilization % 10% $ 518,000
$ 5,698,000
Engineering and Design % 10% $ 570,000
Surveying & Staking & Geotechnical % 5% $ 285,000
Construction Management/Staff % 10% $ 570,000
$ 1,425,000
$ 7,123,000
25% $ 1,781,000
$ 8,904,000
+ Contingency increased to 25% due to 12' water main and SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
86 of 136 700
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name M-6C
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 320 $527 $ 169,000
2 Install 42" RCP FT 1,650 $588 $ 970,000
3 Install 48" RCP FT 1,310 $656 $ 859,000
4 Manhole EA 8 $20,322 $ 163,000
5 Sawcut and Remove Existing AC Pavement SF 19,810 $2.66 $ 53,000 6 Crushed Miscellaneous Base SF 19,810 $4 $ 79,000
7 Replace Asphalt Concrete Pavement SF 19,810 $2 $ 40,000 8 Traffic Control % 5% $ 117,000
9 Erosion Control % 1% $ 25,000
10 Moblilization/Demobilization % 10% $ 248,000
$ 2,723,000
Engineering and Design % 10% $ 272,000
Surveying & Staking & Geotechnical % 5% $ 136,000
Construction Management/Staff % 10% $ 272,000
$ 680,000
$ 3,403,000
25% $ 851,000
$ 4,254,000
+ Contingency increased to 25% due to 12' water main conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
87 of 136 701
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name M-6D
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 340 $527 $ 179,000
2 Install 42" RCP FT 1,380 $588 $ 811,000
3 Install 48" RCP FT 1,280 $656 $ 840,000
4 Install 54" RCP FT 1,380 $732 $ 1,010,000
5 Manhole EA 11 $20,322 $ 224,000
6 Sawcut and Remove Existing AC Pavement SF 27,740 $2.66 $ 74,000 7 Crushed Miscellaneous Base SF 27,740 $4 $ 111,000
8 Replace Asphalt Concrete Pavement SF 27,740 $2 $ 55,000 9 Traffic Control % 5% $ 165,000
10 Erosion Control % 1% $ 35,000
11 Moblilization/Demobilization % 10% $ 350,000
$ 3,854,000
Engineering and Design % 10% $ 385,000
Surveying & Staking & Geotechnical % 5% $ 193,000
Construction Management/Staff % 10% $ 385,000
$ 963,000
$ 4,817,000
25% $ 1,204,000
$ 6,021,000
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Project Total
Item No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
88 of 136 702
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name M-7A
Units Quantities Unit Price * Item Total
1 Install 84" RCP FT 2,680 $1,264 $ 3,388,000
2 Install 96" RCP FT 1,250 $1,572 $ 1,965,000
3 Manhole EA 10 $20,322 $ 203,000
4 Sawcut and Remove Existing AC Pavement SF 39,350 $2.66 $ 105,000 5 Crushed Miscellaneous Base SF 39,350 $4 $ 157,000
6 Replace Asphalt Concrete Pavement SF 39,350 $2 $ 79,000 7 Traffic Control % 5% $ 295,000
8 Erosion Control % 1% $ 62,000
9 Moblilization/Demobilization % 10% $ 625,000
$ 6,879,000
Engineering and Design % 10% $ 688,000
Surveying & Staking & Geotechnical % 5% $ 344,000
Construction Management/Staff % 10% $ 688,000
$ 1,720,000
$ 8,599,000
25% $ 2,150,000
$ 10,749,000
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
89 of 136 703
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name M-7B
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 400 $527 $ 211,000
2 Install 42" RCP FT 1,320 $588 $ 776,000
3 Install 48" RCP FT 1,340 $656 $ 879,000
4 Install 72" RCP FT 2,660 $1,016 $ 2,703,000
5 Manhole EA 14 $20,322 $ 285,000
6 Sawcut and Remove Existing AC Pavement SF 41,320 $2.66 $ 110,000 7 Crushed Miscellaneous Base SF 41,320 $4 $ 165,000
8 Replace Asphalt Concrete Pavement SF 41,320 $2 $ 83,000 9 Traffic Control % 5% $ 261,000
10 Erosion Control % 1% $ 55,000
11 Moblilization/Demobilization % 10% $ 553,000
$ 6,081,000
Engineering and Design % 10% $ 608,000
Surveying & Staking & Geotechnical % 5% $ 304,000
Construction Management/Staff % 10% $ 608,000
$ 1,520,000
$ 7,601,000
25% $ 1,900,000
$ 9,501,000
+ Contingency increased to 25% due to major highway, 12' water main conflict, and SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
90 of 136 704
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name M-7C
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 640 $527 $ 337,000
2 Install 42" RCP FT 1,380 $588 $ 811,000
3 Install 54" RCP FT 1,370 $732 $ 1,003,000
4 Manhole EA 8 $20,322 $ 163,000
5 Sawcut and Remove Existing AC Pavement SF 21,060 $2.66 $ 56,000 6 Crushed Miscellaneous Base SF 21,060 $4 $ 84,000
7 Replace Asphalt Concrete Pavement SF 21,060 $2 $ 42,000 8 Traffic Control % 5% $ 125,000
9 Erosion Control % 1% $ 26,000
10 Moblilization/Demobilization % 10% $ 265,000
$ 2,912,000
Engineering and Design % 10% $ 291,000
Surveying & Staking & Geotechnical % 5% $ 146,000
Construction Management/Staff % 10% $ 291,000
$ 728,000
$ 3,640,000
25% $ 910,000
$ 4,550,000
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Project Total
Item No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
91 of 136 705
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name M-7D
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 660 $527 $ 348,000
2 Install 42" RCP FT 1,450 $588 $ 853,000
3 Install 54" RCP FT 1,400 $732 $ 1,025,000
4 Manhole EA 9 $20,322 $ 183,000
5 Sawcut and Remove Existing AC Pavement SF 21,790 $2.66 $ 58,000 6 Crushed Miscellaneous Base SF 21,790 $4 $ 87,000
7 Replace Asphalt Concrete Pavement SF 21,790 $2 $ 44,000 8 Traffic Control % 5% $ 130,000
9 Erosion Control % 1% $ 27,000
10 Moblilization/Demobilization % 10% $ 276,000
$ 3,031,000
Engineering and Design % 10% $ 303,000
Surveying & Staking & Geotechnical % 5% $ 152,000
Construction Management/Staff % 10% $ 303,000
$ 758,000
$ 3,789,000
25% $ 947,000
$ 4,736,000
+ Contingency increased to 25% due to 12' water main conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Project Total
Item No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
92 of 136 706
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name M-7E
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 340 $527 $ 179,000
2 Install 42" RCP FT 1,320 $588 $ 776,000
3 Install 48" RCP FT 1,350 $656 $ 886,000
4 Install 54" RCP FT 1,400 $732 $ 1,025,000
5 Manhole EA 11 $20,322 $ 224,000
6 Sawcut and Remove Existing AC Pavement SF 27,980 $2.66 $ 74,000 7 Crushed Miscellaneous Base SF 27,980 $4 $ 112,000
8 Replace Asphalt Concrete Pavement SF 27,980 $2 $ 56,000 9 Traffic Control % 5% $ 167,000
10 Erosion Control % 1% $ 35,000
11 Moblilization/Demobilization % 10% $ 353,000
$ 3,887,000
Engineering and Design % 10% $ 389,000
Surveying & Staking & Geotechnical % 5% $ 194,000
Construction Management/Staff % 10% $ 389,000
$ 972,000
$ 4,859,000
25% $ 1,215,000
$ 6,074,000
+ Contingency increased to 25% due to 12' water main conflict and SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Project Total
Item No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
93 of 136 707
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name SS-0
Units Quantities Unit Price * Item Total
1 Install 54" RCP FT 1,090 $732 $ 798,000
2 Install 60" RCP FT 200 $816 $ 163,000
3 Manhole EA 3 $20,322 $ 61,000
4 Sawcut and Remove Existing AC Pavement SF 9,090 $2.66 $ 24,000 5 Crushed Miscellaneous Base SF 9,090 $4 $ 36,000
6 Replace Asphalt Concrete Pavement SF 9,090 $2 $ 18,000 7 Traffic Control % 5% $ 55,000
8 Erosion Control % 1% $ 12,000
9 Moblilization/Demobilization % 10% $ 117,000
$ 1,284,000
Engineering and Design % 10% $ 128,000
Surveying & Staking & Geotechnical % 5% $ 64,000
Construction Management/Staff % 10% $ 128,000
$ 320,000
$ 3,208,000
20% $ 642,000
$ 3,850,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
94 of 136 708
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name SS-0A
Units Quantities Unit Price * Item Total
1 Install 42" RCP FT 1,180 $588 $ 694,000
2 Install 48" RCP FT 1,670 $656 $ 1,096,000
3 Manhole EA 7 $20,322 $ 142,000
4 Sawcut and Remove Existing AC Pavement SF 17,650 $2.66 $ 47,000 5 Crushed Miscellaneous Base SF 17,650 $4 $ 71,000
6 Replace Asphalt Concrete Pavement SF 17,650 $2 $ 35,000 7 Traffic Control % 5% $ 104,000
8 Erosion Control % 1% $ 22,000
9 Moblilization/Demobilization % 10% $ 221,000
$ 2,432,000
Engineering and Design % 10% $ 243,000
Surveying & Staking & Geotechnical % 5% $ 122,000
Construction Management/Staff % 10% $ 243,000
$ 608,000
$ 3,040,000
25% $ 760,000
$ 3,800,000
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
95 of 136 709
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name SS-0B
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 500 $527 $ 264,000
2 Install 42" RCP FT 1,200 $588 $ 706,000
3 Install 48" RCP FT 1,660 $656 $ 1,089,000
4 Manhole EA 8 $20,322 $ 163,000
5 Sawcut and Remove Existing AC Pavement SF 20,370 $2.66 $ 54,000 6 Crushed Miscellaneous Base SF 20,370 $4 $ 81,000
7 Replace Asphalt Concrete Pavement SF 20,370 $2 $ 41,000 8 Traffic Control % 5% $ 120,000
9 Erosion Control % 1% $ 25,000
10 Moblilization/Demobilization % 10% $ 254,000
$ 2,797,000
Engineering and Design % 10% $ 280,000
Surveying & Staking & Geotechnical % 5% $ 140,000
Construction Management/Staff % 10% $ 280,000
$ 700,000
$ 3,497,000
25% $ 874,000
$ 4,371,000
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
96 of 136 710
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name SS-1
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 1,020 $527 $ 538,000
2 Manhole EA 3 $20,322 $ 61,000
3 Sawcut and Remove Existing AC Pavement SF 5,440 $2.66 $ 14,000 4 Crushed Miscellaneous Base SF 5,440 $4 $ 22,000
5 Replace Asphalt Concrete Pavement SF 5,440 $2 $ 11,000 6 Traffic Control % 5% $ 32,000
7 Erosion Control % 1% $ 7,000
8 Moblilization/Demobilization % 10% $ 69,000
$ 754,000
Engineering and Design % 10% $ 75,000
Surveying & Staking & Geotechnical % 5% $ 38,000
Construction Management/Staff % 10% $ 75,000
$ 188,000
$ 942,000
20% $ 188,000
$ 1,130,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
97 of 136 711
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name SS-2A-1
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 1,820 $527 $ 959,000
2 Install 42" RCP FT 1,220 $588 $ 717,000
3 Install 48" RCP FT 1,040 $656 $ 682,000
4 Install 54" RCP FT 1,380 $732 $ 1,010,000
5 Manhole EA 14 $20,322 $ 285,000
6 Sawcut and Remove Existing AC Pavement SF 33,150 $2.66 $ 88,000 7 Crushed Miscellaneous Base SF 33,150 $4 $ 133,000
8 Replace Asphalt Concrete Pavement SF 33,150 $2 $ 66,000 9 Traffic Control % 5% $ 197,000
10 Erosion Control % 1% $ 41,000
11 Moblilization/Demobilization % 10% $ 418,000
$ 4,596,000
Engineering and Design % 10% $ 460,000
Surveying & Staking & Geotechnical % 5% $ 230,000
Construction Management/Staff % 10% $ 460,000
$ 1,150,000
$ 5,746,000
25% $ 1,437,000
$ 7,183,000
+ Contingency increased to 25% due to 12' water main conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
98 of 136 712
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name SS-2A
Units Quantities Unit Price * Item Total
1 Install 42" RCP FT 690 $588 $ 406,000
2 Install 72" RCP FT 4,810 $1,016 $ 4,887,000
3 Install 10' x 10' RCB FT 1,670 $6,012 $ 10,040,000
4 Manhole EA 18 $20,322 $ 366,000
5 Sawcut and Remove Existing AC Pavement SF 66,780 $2.66 $ 178,000 6 Crushed Miscellaneous Base SF 66,780 $4 $ 267,000
7 Replace Asphalt Concrete Pavement SF 66,780 $2 $ 134,000 8 Traffic Control % 5% $ 814,000
9 Erosion Control % 1% $ 171,000
10 Moblilization/Demobilization % 10% $ 1,726,000
$ 18,989,000
Engineering and Design % 10% $ 1,899,000
Surveying & Staking & Geotechnical % 5% $ 949,000
Construction Management/Staff % 10% $ 1,899,000
$ 4,747,000
$ 23,736,000
20% $ 4,747,000
$ 28,483,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
99 of 136 713
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name SS-2A-2
Units Quantities Unit Price * Item Total
1 Install 48" RCP FT 3,250 $656 $ 2,132,000
2 Manhole EA 8 $20,322 $ 163,000
3 Sawcut and Remove Existing AC Pavement SF 20,860 $2.66 $ 55,000 4 Crushed Miscellaneous Base SF 20,860 $4 $ 83,000
5 Replace Asphalt Concrete Pavement SF 20,860 $2 $ 42,000 6 Traffic Control % 5% $ 124,000
7 Erosion Control % 1% $ 26,000
8 Moblilization/Demobilization % 10% $ 263,000
$ 2,888,000
Engineering and Design % 10% $ 289,000
Surveying & Staking & Geotechnical % 5% $ 144,000
Construction Management/Staff % 10% $ 289,000
$ 722,000
$ 3,610,000
25% $ 903,000
$ 4,513,000
+ Contingency increased to 25% due to 12' water main conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
100 of 136 714
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name SS-2A-3
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 2,730 $527 $ 1,439,000
2 Install 72" RCP FT 1,710 $1,016 $ 1,737,000
3 Manhole EA 11 $20,322 $ 224,000
4 Sawcut and Remove Existing AC Pavement SF 29,240 $2.66 $ 78,000 5 Crushed Miscellaneous Base SF 29,240 $4 $ 117,000
6 Replace Asphalt Concrete Pavement SF 29,240 $2 $ 58,000 7 Traffic Control % 5% $ 183,000
8 Erosion Control % 1% $ 38,000
9 Moblilization/Demobilization % 10% $ 387,000
$ 4,261,000
Engineering and Design % 10% $ 426,000
Surveying & Staking & Geotechnical % 5% $ 213,000
Construction Management/Staff % 10% $ 426,000
$ 1,065,000
$ 5,326,000
25% $ 1,332,000
$ 6,658,000
+ Contingency increased to 25% due to 12' water main conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
101 of 136 715
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name SS-2B
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 490 $527 $ 258,000
2 Install 42" RCP FT 1,430 $588 $ 841,000
3 Install 54" RCP FT 1,330 $732 $ 974,000
4 Install 60" RCP FT 1,340 $816 $ 1,093,000
5 Install 66" RCP FT 1,370 $911 $ 1,248,000
6 Install 78" RCP FT 2,550 $1,133 $ 2,889,000
7 Manhole EA 20 $20,322 $ 406,000
8 Sawcut and Remove Existing AC Pavement SF 64,610 $2.66 $ 172,000 9 Crushed Miscellaneous Base SF 64,610 $4 $ 258,000
10 Replace Asphalt Concrete Pavement SF 64,610 $2 $ 129,000 11 Traffic Control % 5% $ 413,000
12 Erosion Control % 1% $ 87,000
13 Moblilization/Demobilization % 10% $ 877,000
$ 9,645,000
Engineering and Design % 10% $ 965,000
Surveying & Staking & Geotechnical % 5% $ 482,000
Construction Management/Staff % 10% $ 965,000
$ 2,412,000
$ 12,057,000
25% $ 3,014,000
$ 15,071,000
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
102 of 136 716
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name SS-2C
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 620 $527 $ 327,000
2 Install 42" RCP FT 1,290 $588 $ 759,000
3 Install 60" RCP FT 1,320 $816 $ 1,077,000
4 Install 66" RCP FT 1,340 $911 $ 1,221,000
5 Install 72" RCP FT 1,570 $1,016 $ 1,595,000
6 Install 78" RCP FT 2,520 $1,133 $ 2,855,000
7 Manhole EA 20 $20,322 $ 406,000
8 Sawcut and Remove Existing AC Pavement SF 68,040 $2.66 $ 181,000 9 Crushed Miscellaneous Base SF 68,040 $4 $ 272,000
10 Replace Asphalt Concrete Pavement SF 68,040 $2 $ 136,000 11 Traffic Control % 5% $ 441,000
12 Erosion Control % 1% $ 93,000
13 Moblilization/Demobilization % 10% $ 936,000
$ 10,299,000
Engineering and Design % 10% $ 1,030,000
Surveying & Staking & Geotechnical % 5% $ 515,000
Construction Management/Staff % 10% $ 1,030,000
$ 2,575,000
$ 12,874,000
25% $ 3,219,000
$ 16,093,000
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
103 of 136 717
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name SS-2D
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 830 $527 $ 437,000
2 Install 42" RCP FT 2,940 $588 $ 1,729,000
3 Manhole EA 9 $20,322 $ 183,000
4 Sawcut and Remove Existing AC Pavement SF 21,700 $2.66 $ 58,000 5 Crushed Miscellaneous Base SF 21,700 $4 $ 87,000
6 Replace Asphalt Concrete Pavement SF 21,700 $2 $ 43,000 7 Traffic Control % 5% $ 127,000
8 Erosion Control % 1% $ 27,000
9 Moblilization/Demobilization % 10% $ 269,000
$ 2,960,000
Engineering and Design % 10% $ 296,000
Surveying & Staking & Geotechnical % 5% $ 148,000
Construction Management/Staff % 10% $ 296,000
$ 740,000
$ 3,700,000
25% $ 925,000
$ 4,625,000
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
104 of 136 718
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name T-0
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 730 $527 $ 385,000
2 Install 42" RCP FT 1,280 $588 $ 753,000
3 Install 54" RCP FT 2,870 $732 $ 2,101,000
4 Manhole EA 12 $20,322 $ 244,000
5 Sawcut and Remove Existing AC Pavement SF 31,390 $2.66 $ 83,000 6 Crushed Miscellaneous Base SF 31,390 $4 $ 126,000
7 Replace Asphalt Concrete Pavement SF 31,390 $2 $ 63,000 8 Traffic Control % 5% $ 188,000
9 Erosion Control % 1% $ 39,000
10 Moblilization/Demobilization % 10% $ 398,000
$ 4,380,000
Engineering and Design % 10% $ 438,000
Surveying & Staking & Geotechnical % 5% $ 219,000
Construction Management/Staff % 10% $ 438,000
$ 1,095,000
$ 5,475,000
20% $ 1,095,000
$ 6,570,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
105 of 136 719
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name T-10
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 500 $527 $ 264,000
2 Install 42" RCP FT 1,750 $588 $ 1,029,000
3 Install 48" RCP FT 1,190 $656 $ 781,000
4 Manhole EA 9 $20,322 $ 183,000
5 Sawcut and Remove Existing AC Pavement SF 20,590 $2.66 $ 55,000 6 Crushed Miscellaneous Base SF 20,590 $4 $ 82,000
7 Replace Asphalt Concrete Pavement SF 20,590 $2 $ 41,000 8 Traffic Control % 5% $ 122,000
9 Erosion Control % 1% $ 26,000
10 Moblilization/Demobilization % 10% $ 258,000
$ 2,841,000
Engineering and Design % 10% $ 284,000
Surveying & Staking & Geotechnical % 5% $ 142,000
Construction Management/Staff % 10% $ 284,000
$ 710,000
$ 3,551,000
25% $ 888,000
$ 4,439,000
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
106 of 136 720
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name T-11
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 480 $527 $ 253,000
2 Install 42" RCP FT 1,780 $588 $ 1,047,000
3 Install 48" RCP FT 1,220 $656 $ 800,000
4 Manhole EA 9 $20,322 $ 183,000
5 Sawcut and Remove Existing AC Pavement SF 20,850 $2.66 $ 55,000 6 Crushed Miscellaneous Base SF 20,850 $4 $ 83,000
7 Replace Asphalt Concrete Pavement SF 20,850 $2 $ 42,000 8 Traffic Control % 5% $ 123,000
9 Erosion Control % 1% $ 26,000
10 Moblilization/Demobilization % 10% $ 261,000
$ 2,873,000
Engineering and Design % 10% $ 287,000
Surveying & Staking & Geotechnical % 5% $ 144,000
Construction Management/Staff % 10% $ 287,000
$ 718,000
$ 3,591,000
25% $ 898,000
$ 4,489,000
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
107 of 136 721
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name T-1A
Units Quantities Unit Price * Item Total
1 Install 60" RCP FT 1,220 $816 $ 996,000
2 Install 72" RCP FT 960 $1,016 $ 975,000
3 Manhole EA 5 $20,322 $ 102,000
4 Remove 54" RCP FT 250 $80 $ 20,000
5 Sawcut and Remove Existing AC Pavement SF 17,530 $2.66 $ 47,000 6 Crushed Miscellaneous Base SF 17,530 $4 $ 70,000
7 Replace Asphalt Concrete Pavement SF 17,530 $2 $ 35,000 8 Traffic Control % 5% $ 112,000
9 Erosion Control % 1% $ 24,000
10 Moblilization/Demobilization % 10% $ 238,000
$ 2,619,000
Engineering and Design % 10% $ 262,000
Surveying & Staking & Geotechnical % 5% $ 131,000
Construction Management/Staff % 10% $ 262,000
$ 655,000
$ 3,274,000
20% $ 655,000
$ 3,929,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
108 of 136 722
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name T-1B
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 720 $527 $ 379,000
2 Install 42" RCP FT 1,290 $588 $ 759,000
3 Manhole EA 5 $20,322 $ 102,000
4 Sawcut and Remove Existing AC Pavement SF 11,420 $2.66 $ 30,000 5 Crushed Miscellaneous Base SF 11,420 $4 $ 46,000
6 Replace Asphalt Concrete Pavement SF 11,420 $2 $ 23,000 7 Traffic Control % 5% $ 67,000
8 Erosion Control % 1% $ 14,000
9 Moblilization/Demobilization % 10% $ 142,000
$ 1,562,000
Engineering and Design % 10% $ 156,000
Surveying & Staking & Geotechnical % 5% $ 78,000
Construction Management/Staff % 10% $ 156,000
$ 390,000
$ 1,952,000
20% $ 390,000
$ 2,342,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
109 of 136 723
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name T-2
Units Quantities Unit Price * Item Total
1 Install 60" RCP FT 290 $816 $ 237,000
2 Install 66" RCP FT 600 $911 $ 547,000
3 Install 78" RCP FT 460 $1,133 $ 521,000
4 Install 96" RCP FT 5,490 $1,572 $ 8,630,000
5 Manhole EA 17 $20,322 $ 345,000
6 Remove 54" RCP FT 1,300 $80 $ 104,000
7 Sawcut and Remove Existing AC Pavement SF 70,220 $2.66 $ 187,000 8 Crushed Miscellaneous Base SF 70,220 $4 $ 281,000
9 Replace Asphalt Concrete Pavement SF 70,220 $2 $ 140,000 10 Traffic Control % 5% $ 550,000
11 Erosion Control % 1% $ 115,000
12 Moblilization/Demobilization % 10% $ 1,166,000
$ 12,823,000
Engineering and Design % 10% $ 1,282,000
Surveying & Staking & Geotechnical % 5% $ 641,000
Construction Management/Staff % 10% $ 1,282,000
$ 3,205,000
$ 16,028,000
25% $ 4,007,000
$ 20,035,000
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
110 of 136 724
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name T-2A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 320 $527 $ 169,000
2 Install 42" RCP FT 1,830 $588 $ 1,076,000
3 Install 48" RCP FT 1,860 $656 $ 1,220,000
4 Install 60" RCP FT 790 $816 $ 645,000
5 Manhole EA 12 $20,322 $ 244,000
6 Sawcut and Remove Existing AC Pavement SF 30,320 $2.66 $ 81,000 7 Crushed Miscellaneous Base SF 30,320 $4 $ 121,000
8 Replace Asphalt Concrete Pavement SF 30,320 $2 $ 61,000 9 Traffic Control % 5% $ 181,000
10 Erosion Control % 1% $ 38,000
11 Moblilization/Demobilization % 10% $ 384,000
$ 4,220,000
Engineering and Design % 10% $ 422,000
Surveying & Staking & Geotechnical % 5% $ 211,000
Construction Management/Staff % 10% $ 422,000
$ 1,055,000
$ 5,275,000
25% $ 1,319,000
$ 7,649,000
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
111 of 136 725
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name T-2B
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 640 $527 $ 337,000
2 Install 42" RCP FT 1,360 $588 $ 800,000
3 Install 54" RCP FT 2,580 $732 $ 1,889,000
4 Manhole EA 11 $20,322 $ 224,000
5 Remove 36" RCP FT 90 $53 $ 5,000
6 Sawcut and Remove Existing AC Pavement SF 27,960 $2.66 $ 74,000 7 Crushed Miscellaneous Base SF 27,960 $4 $ 112,000
8 Replace Asphalt Concrete Pavement SF 27,960 $2 $ 56,000 9 Traffic Control % 5% $ 175,000
10 Erosion Control % 1% $ 37,000
11 Moblilization/Demobilization % 10% $ 371,000
$ 4,080,000
Engineering and Design % 10% $ 408,000
Surveying & Staking & Geotechnical % 5% $ 204,000
Construction Management/Staff % 10% $ 408,000
$ 1,020,000
$ 5,100,000
25% $ 1,275,000
$ 6,375,000
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
112 of 136 726
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name T-2C
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 690 $527 $ 364,000
2 Install 42" RCP FT 1,340 $588 $ 788,000
3 Install 54" RCP FT 2,560 $732 $ 1,874,000
4 Manhole EA 11 $20,322 $ 224,000
5 Sawcut and Remove Existing AC Pavement SF 29,370 $2.66 $ 78,000 6 Crushed Miscellaneous Base SF 29,370 $4 $ 117,000
7 Replace Asphalt Concrete Pavement SF 29,370 $2 $ 59,000 8 Traffic Control % 5% $ 175,000
9 Erosion Control % 1% $ 37,000
10 Moblilization/Demobilization % 10% $ 372,000
$ 4,088,000
Engineering and Design % 10% $ 409,000
Surveying & Staking & Geotechnical % 5% $ 204,000
Construction Management/Staff % 10% $ 409,000
$ 1,022,000
$ 5,110,000
25% $ 1,278,000
$ 6,388,000
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
113 of 136 727
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name T-3
Units Quantities Unit Price * Item Total
1 Install 60" RCP FT 3,990 $816 $ 3,256,000
2 Install 66" RCP FT 1,520 $911 $ 1,385,000
3 Manhole EA 14 $20,322 $ 285,000
4 Sawcut and Remove Existing AC Pavement SF 42,150 $2.66 $ 112,000 5 Crushed Miscellaneous Base SF 42,150 $4 $ 169,000
6 Replace Asphalt Concrete Pavement SF 42,150 $2 $ 84,000 7 Traffic Control % 5% $ 265,000
8 Erosion Control % 1% $ 56,000
9 Moblilization/Demobilization % 10% $ 561,000
$ 6,173,000
Engineering and Design % 10% $ 617,000
Surveying & Staking & Geotechnical % 5% $ 309,000
Construction Management/Staff % 10% $ 617,000
$ 1,543,000
$ 7,716,000
20% $ 1,543,000
$ 9,259,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
114 of 136 728
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name T-3A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 330 $527 $ 174,000
2 Install 42" RCP FT 1,830 $588 $ 1,076,000
3 Install 48" RCP FT 1,380 $656 $ 905,000
4 Install 60" RCP FT 3,990 $816 $ 3,256,000
5 Manhole EA 19 $20,322 $ 386,000
6 Sawcut and Remove Existing AC Pavement SF 51,300 $2.66 $ 136,000 7 Crushed Miscellaneous Base SF 51,300 $4 $ 205,000
8 Replace Asphalt Concrete Pavement SF 51,300 $2 $ 103,000 9 Traffic Control % 5% $ 312,000
10 Erosion Control % 1% $ 66,000
11 Moblilization/Demobilization % 10% $ 662,000
$ 7,281,000
Engineering and Design % 10% $ 728,000
Surveying & Staking & Geotechnical % 5% $ 364,000
Construction Management/Staff % 10% $ 728,000
$ 1,820,000
$ 9,101,000
25% $ 2,275,000
$ 11,376,000
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
115 of 136 729
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name T-4
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 520 $527 $ 274,000
2 Install 42" RCP FT 1,140 $588 $ 670,000
3 Install 48" RCP FT 1,310 $656 $ 859,000
4 Install 54" RCP FT 1,310 $732 $ 959,000
5 Manhole EA 11 $20,322 $ 224,000
6 Remove 54" RCP FT 60 $80 $ 5,000
7 Remove 60" RCP FT 20 $89 $ 2,000
8 Sawcut and Remove Existing AC Pavement SF 27,000 $2.66 $ 72,000 9 Crushed Miscellaneous Base SF 27,000 $4 $ 108,000
10 Replace Asphalt Concrete Pavement SF 27,000 $2 $ 54,000 11 Traffic Control % 5% $ 161,000
12 Erosion Control % 1% $ 34,000
13 Moblilization/Demobilization % 10% $ 342,000
$ 3,764,000
Engineering and Design % 10% $ 376,000
Surveying & Staking & Geotechnical % 5% $ 188,000
Construction Management/Staff % 10% $ 376,000
$ 940,000
$ 4,704,000
25% $ 1,176,000
$ 5,880,000
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
116 of 136 730
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name T-5
Units Quantities Unit Price * Item Total
1 Install 54" RCP FT 1,650 $732 $ 1,208,000
2 Install 84" RCP FT 2,540 $1,264 $ 3,211,000
3 Manhole EA 10 $20,322 $ 203,000
4 Sawcut and Remove Existing AC Pavement SF 36,040 $2.66 $ 96,000 5 Crushed Miscellaneous Base SF 36,040 $4 $ 144,000
6 Replace Asphalt Concrete Pavement SF 36,040 $2 $ 72,000 7 Traffic Control % 5% $ 247,000
8 Erosion Control % 1% $ 52,000
9 Moblilization/Demobilization % 10% $ 523,000
$ 5,756,000
Engineering and Design % 10% $ 576,000
Surveying & Staking & Geotechnical % 5% $ 288,000
Construction Management/Staff % 10% $ 576,000
$ 1,440,000
$ 7,196,000
25% $ 1,799,000
$ 8,995,000
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
117 of 136 731
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name T-5A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 1,850 $527 $ 975,000
2 Install 42" RCP FT 1,380 $588 $ 811,000
3 Install 48" RCP FT 1,390 $656 $ 912,000
4 Manhole EA 12 $20,322 $ 244,000
5 Sawcut and Remove Existing AC Pavement SF 26,900 $2.66 $ 72,000 6 Crushed Miscellaneous Base SF 26,900 $4 $ 108,000
7 Replace Asphalt Concrete Pavement SF 26,900 $2 $ 54,000 8 Traffic Control % 5% $ 159,000
9 Erosion Control % 1% $ 33,000
10 Moblilization/Demobilization % 10% $ 337,000
$ 3,705,000
Engineering and Design % 10% $ 371,000
Surveying & Staking & Geotechnical % 5% $ 185,000
Construction Management/Staff % 10% $ 371,000
$ 927,000
$ 4,632,000
25% $ 1,158,000
$ 5,790,000
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
118 of 136 732
City of Fontana Master Plan
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CIP Cost Estimates
AOS 1
Name T-5B
Units Quantities Unit Price * Item Total
1 Install 78" RCP FT 2,420 $1,133 $ 2,742,000
2 Manhole EA 6 $20,322 $ 122,000
3 Remove 24" RCP FT 720 $35 $ 25,000
4 Sawcut and Remove Existing AC Pavement SF 22,090 $2.66 $ 59,000 5 Crushed Miscellaneous Base SF 22,090 $4 $ 88,000
6 Replace Asphalt Concrete Pavement SF 22,090 $2 $ 44,000 7 Traffic Control % 5% $ 154,000
8 Erosion Control % 1% $ 32,000
9 Moblilization/Demobilization % 10% $ 327,000
$ 3,593,000
Engineering and Design % 10% $ 359,000
Surveying & Staking & Geotechnical % 5% $ 180,000
Construction Management/Staff % 10% $ 359,000
$ 898,000
$ 4,491,000
25% $ 1,123,000
$ 5,614,000
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
119 of 136 733
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name T-5C
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 300 $527 $ 158,000
2 Install 42" RCP FT 1,070 $588 $ 629,000
3 Install 48" RCP FT 800 $656 $ 525,000
4 Install 54" RCP FT 1,500 $732 $ 1,098,000
5 Install 72" RCP FT 1,230 $1,016 $ 1,250,000
6 Manhole EA 12 $20,322 $ 244,000
7 Sawcut and Remove Existing AC Pavement SF 34,020 $2.66 $ 90,000 8 Crushed Miscellaneous Base SF 34,020 $4 $ 136,000
9 Replace Asphalt Concrete Pavement SF 34,020 $2 $ 68,000 10 Traffic Control % 5% $ 210,000
11 Erosion Control % 1% $ 44,000
12 Moblilization/Demobilization % 10% $ 445,000
$ 4,897,000
Engineering and Design % 10% $ 490,000
Surveying & Staking & Geotechnical % 5% $ 245,000
Construction Management/Staff % 10% $ 490,000
$ 1,225,000
$ 6,122,000
20% $ 1,224,000
$ 7,346,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
120 of 136 734
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name T-6
Units Quantities Unit Price * Item Total
1 Install 66" RCP FT 1,990 $911 $ 1,813,000
2 Install 72" RCP FT 1,690 $1,016 $ 1,717,000
3 Manhole EA 9 $20,322 $ 183,000
4 Sawcut and Remove Existing AC Pavement SF 30,510 $2.66 $ 81,000 5 Crushed Miscellaneous Base SF 30,510 $4 $ 122,000
6 Replace Asphalt Concrete Pavement SF 30,510 $2 $ 61,000 7 Traffic Control % 5% $ 199,000
8 Erosion Control % 1% $ 42,000
9 Moblilization/Demobilization % 10% $ 422,000
$ 4,640,000
Engineering and Design % 10% $ 464,000
Surveying & Staking & Geotechnical % 5% $ 232,000
Construction Management/Staff % 10% $ 464,000
$ 1,160,000
$ 5,800,000
25% $ 1,450,000
$ 7,250,000
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
121 of 136 735
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name T-6A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 880 $527 $ 464,000
2 Install 42" RCP FT 1,330 $588 $ 782,000
3 Manhole EA 6 $20,322 $ 122,000
4 Sawcut and Remove Existing AC Pavement SF 12,510 $2.66 $ 33,000 5 Crushed Miscellaneous Base SF 12,510 $4 $ 50,000
6 Replace Asphalt Concrete Pavement SF 12,510 $2 $ 25,000 7 Traffic Control % 5% $ 74,000
8 Erosion Control % 1% $ 16,000
9 Moblilization/Demobilization % 10% $ 157,000
$ 1,723,000
Engineering and Design % 10% $ 172,000
Surveying & Staking & Geotechnical % 5% $ 86,000
Construction Management/Staff % 10% $ 172,000
$ 430,000
$ 2,153,000
20% $ 431,000
$ 2,584,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
122 of 136 736
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name T-6B
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 430 $527 $ 227,000
2 Install 42" RCP FT 420 $588 $ 247,000
3 Install 60" RCP FT 1,450 $816 $ 1,183,000
4 Manhole EA 6 $20,322 $ 122,000
5 Sawcut and Remove Existing AC Pavement SF 15,640 $2.66 $ 42,000 6 Crushed Miscellaneous Base SF 15,640 $4 $ 63,000
7 Replace Asphalt Concrete Pavement SF 15,640 $2 $ 31,000 8 Traffic Control % 5% $ 96,000
9 Erosion Control % 1% $ 20,000
10 Moblilization/Demobilization % 10% $ 203,000
$ 2,234,000
Engineering and Design % 10% $ 223,000
Surveying & Staking & Geotechnical % 5% $ 112,000
Construction Management/Staff % 10% $ 223,000
$ 558,000
$ 2,792,000
20% $ 558,000
$ 3,350,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
123 of 136 737
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name T-7
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 2,620 $527 $ 1,381,000
2 Install 42" RCP FT 2,620 $588 $ 1,541,000
3 Install Double 66" RCP FT 1,720 $1,822 $ 3,134,000
4 Manhole EA 17 $20,322 $ 345,000
5 Sawcut and Remove Existing AC Pavement SF 57,030 $2.66 $ 152,000 6 Crushed Miscellaneous Base SF 57,030 $4 $ 228,000
7 Replace Asphalt Concrete Pavement SF 57,030 $2 $ 114,000 8 Traffic Control % 5% $ 345,000
9 Erosion Control % 1% $ 72,000
10 Moblilization/Demobilization % 10% $ 731,000
$ 8,043,000
Engineering and Design % 10% $ 804,000
Surveying & Staking & Geotechnical % 5% $ 402,000
Construction Management/Staff % 10% $ 804,000
$ 2,010,000
$ 10,053,000
20% $ 2,011,000
$ 12,064,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
124 of 136 738
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name T-7A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 1,320 $527 $ 696,000
2 Manhole EA 3 $20,322 $ 61,000
3 Sawcut and Remove Existing AC Pavement SF 7,040 $2.66 $ 19,000 4 Crushed Miscellaneous Base SF 7,040 $4 $ 28,000
5 Replace Asphalt Concrete Pavement SF 7,040 $2 $ 14,000 6 Traffic Control % 5% $ 41,000
7 Erosion Control % 1% $ 9,000
8 Moblilization/Demobilization % 10% $ 87,000
$ 955,000
Engineering and Design % 10% $ 96,000
Surveying & Staking & Geotechnical % 5% $ 48,000
Construction Management/Staff % 10% $ 96,000
$ 240,000
$ 1,195,000
20% $ 239,000
$ 1,434,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
125 of 136 739
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name T-7B
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 320 $527 $ 169,000
2 Install 42" RCP FT 690 $588 $ 406,000
3 Install 48" RCP FT 670 $656 $ 440,000
4 Manhole EA 4 $20,322 $ 81,000
5 Sawcut and Remove Existing AC Pavement SF 10,060 $2.66 $ 27,000 6 Crushed Miscellaneous Base SF 10,060 $4 $ 40,000
7 Replace Asphalt Concrete Pavement SF 10,060 $2 $ 20,000 8 Traffic Control % 5% $ 59,000
9 Erosion Control % 1% $ 12,000
10 Moblilization/Demobilization % 10% $ 125,000
$ 1,379,000
Engineering and Design % 10% $ 138,000
Surveying & Staking & Geotechnical % 5% $ 69,000
Construction Management/Staff % 10% $ 138,000
$ 345,000
$ 1,724,000
20% $ 345,000
$ 2,069,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
126 of 136 740
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name T-8
Units Quantities Unit Price * Item Total
1 Install 54" RCP FT 2,630 $732 $ 1,925,000
2 Install 66" RCP FT 1,310 $911 $ 1,193,000
3 Install 72" RCP FT 1,340 $1,016 $ 1,361,000
4 Install 78" RCP FT 570 $1,133 $ 646,000
5 Manhole EA 15 $20,322 $ 305,000
6 Sawcut and Remove Existing AC Pavement SF 45,540 $2.66 $ 121,000 7 Crushed Miscellaneous Base SF 45,540 $4 $ 182,000
8 Replace Asphalt Concrete Pavement SF 45,540 $2 $ 91,000 9 Traffic Control % 5% $ 291,000
10 Erosion Control % 1% $ 61,000
11 Moblilization/Demobilization % 10% $ 618,000
$ 6,794,000
Engineering and Design % 10% $ 679,000
Surveying & Staking & Geotechnical % 5% $ 340,000
Construction Management/Staff % 10% $ 679,000
$ 1,698,000
$ 8,492,000
20% $ 1,698,000
$ 10,190,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
127 of 136 741
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name T-8A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 540 $527 $ 285,000
2 Install 42" RCP FT 1,140 $588 $ 670,000
3 Install 48" RCP FT 1,300 $656 $ 853,000
4 Manhole EA 7 $20,322 $ 142,000
5 Sawcut and Remove Existing AC Pavement SF 17,920 $2.66 $ 48,000 6 Crushed Miscellaneous Base SF 17,920 $4 $ 72,000
7 Replace Asphalt Concrete Pavement SF 17,920 $2 $ 36,000 8 Traffic Control % 5% $ 105,000
9 Erosion Control % 1% $ 22,000
10 Moblilization/Demobilization % 10% $ 223,000
$ 2,456,000
Engineering and Design % 10% $ 246,000
Surveying & Staking & Geotechnical % 5% $ 123,000
Construction Management/Staff % 10% $ 246,000
$ 615,000
$ 3,071,000
20% $ 614,000
$ 3,685,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
128 of 136 742
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name T-8B
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 360 $527 $ 190,000
2 Install 42" RCP FT 1,470 $588 $ 864,000
3 Install 48" RCP FT 1,310 $656 $ 859,000
4 Manhole EA 8 $20,322 $ 163,000
5 Sawcut and Remove Existing AC Pavement SF 18,970 $2.66 $ 50,000 6 Crushed Miscellaneous Base SF 18,970 $4 $ 76,000
7 Replace Asphalt Concrete Pavement SF 18,970 $2 $ 38,000 8 Traffic Control % 5% $ 112,000
9 Erosion Control % 1% $ 24,000
10 Moblilization/Demobilization % 10% $ 238,000
$ 2,614,000
Engineering and Design % 10% $ 261,000
Surveying & Staking & Geotechnical % 5% $ 131,000
Construction Management/Staff % 10% $ 261,000
$ 653,000
$ 3,267,000
20% $ 653,000
$ 3,920,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
129 of 136 743
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name T-8C
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 390 $527 $ 206,000
2 Install 42" RCP FT 1,640 $588 $ 964,000
3 Install 48" RCP FT 1,300 $656 $ 853,000
4 Manhole EA 8 $20,322 $ 163,000
4 Sawcut and Remove Existing AC Pavement SF 20,060 $2.66 $ 53,000 5 Crushed Miscellaneous Base SF 20,060 $4 $ 80,000
6 Replace Asphalt Concrete Pavement SF 20,060 $2 $ 40,000 7 Traffic Control % 5% $ 108,000
8 Erosion Control % 1% $ 23,000
9 Moblilization/Demobilization % 10% $ 228,000
$ 2,512,000
Engineering and Design % 10% $ 251,000
Surveying & Staking & Geotechnical % 5% $ 126,000
Construction Management/Staff % 10% $ 251,000
$ 628,000
$ 3,140,000
20% $ 628,000
$ 3,768,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
130 of 136 744
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name T-8D
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 1,330 $527 $ 701,000
2 Install 42" RCP FT 790 $588 $ 465,000
3 Install 48" RCP FT 2,630 $656 $ 1,725,000
4 Manhole EA 12 $20,322 $ 244,000
5 Sawcut and Remove Existing AC Pavement SF 28,620 $2.66 $ 76,000 6 Crushed Miscellaneous Base SF 28,620 $4 $ 114,000
7 Replace Asphalt Concrete Pavement SF 28,620 $2 $ 57,000 8 Traffic Control % 5% $ 169,000
9 Erosion Control % 1% $ 36,000
10 Moblilization/Demobilization % 10% $ 359,000
$ 3,946,000
Engineering and Design % 10% $ 395,000
Surveying & Staking & Geotechnical % 5% $ 197,000
Construction Management/Staff % 10% $ 395,000
$ 987,000
$ 4,933,000
20% $ 987,000
$ 5,920,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
131 of 136 745
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name T-9
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 520 $527 $ 274,000
2 Install 42" RCP FT 1,160 $588 $ 682,000
3 Install 48" RCP FT 1,330 $656 $ 872,000
4 Install 66" RCP FT 380 $911 $ 346,000
5 Manhole EA 8 $20,322 $ 163,000
6 Sawcut and Remove Existing AC Pavement SF 21,180 $2.66 $ 56,000 7 Crushed Miscellaneous Base SF 21,180 $4 $ 85,000
8 Replace Asphalt Concrete Pavement SF 21,180 $2 $ 42,000 9 Traffic Control % 5% $ 126,000
10 Erosion Control % 1% $ 26,000
11 Moblilization/Demobilization % 10% $ 267,000
$ 2,939,000
Engineering and Design % 10% $ 294,000
Surveying & Staking & Geotechnical % 5% $ 147,000
Construction Management/Staff % 10% $ 294,000
$ 735,000
$ 3,674,000
25% $ 919,000
$ 4,593,000
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
132 of 136 746
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name T-9A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 520 $527 $ 274,000
2 Install 42" RCP FT 1,140 $588 $ 670,000
3 Install 48" RCP FT 1,310 $656 $ 859,000
4 Install 54" RCP FT 1,310 $732 $ 959,000
5 Manhole EA 11 $20,322 $ 224,000
6 Sawcut and Remove Existing AC Pavement SF 27,000 $2.66 $ 72,000 7 Crushed Miscellaneous Base SF 27,000 $4 $ 108,000
8 Replace Asphalt Concrete Pavement SF 27,000 $2 $ 54,000 9 Traffic Control % 5% $ 161,000
10 Erosion Control % 1% $ 34,000
11 Moblilization/Demobilization % 10% $ 342,000
$ 3,757,000
Engineering and Design % 10% $ 376,000
Surveying & Staking & Geotechnical % 5% $ 188,000
Construction Management/Staff % 10% $ 376,000
$ 940,000
$ 4,697,000
25% $ 1,174,000
$ 5,871,000
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
133 of 136 747
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name WG-1
Units Quantities Unit Price * Item Total
1 Install 48" RCP FT 1,220 $656 $ 800,000
2 Manhole EA 3 $20,322 $ 61,000
3 Sawcut and Remove Existing AC Pavement SF 7,830 $2.66 $ 21,000 4 Crushed Miscellaneous Base SF 7,830 $4 $ 31,000
5 Replace Asphalt Concrete Pavement SF 7,830 $2 $ 16,000 6 Traffic Control % 5% $ 46,000
7 Erosion Control % 1% $ 10,000
8 Moblilization/Demobilization % 10% $ 99,000
$ 1,084,000
Engineering and Design % 10% $ 108,000
Surveying & Staking & Geotechnical % 5% $ 54,000
Construction Management/Staff % 10% $ 108,000
$ 270,000
$ 1,354,000
20% $ 271,000
$ 1,625,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
134 of 136 748
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name WG-2
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 1,330 $527 $ 701,000
2 Install 42" RCP FT 990 $588 $ 582,000
3 Install 48" RCP FT 650 $656 $ 426,000
4 Manhole EA 7 $20,322 $ 142,000
5 Sawcut and Remove Existing AC Pavement SF 17,090 $2.66 $ 45,000 6 Crushed Miscellaneous Base SF 17,090 $4 $ 68,000
7 Replace Asphalt Concrete Pavement SF 17,090 $2 $ 34,000 8 Traffic Control % 5% $ 100,000
9 Erosion Control % 1% $ 21,000
10 Moblilization/Demobilization % 10% $ 212,000
$ 2,331,000
Engineering and Design % 10% $ 233,000
Surveying & Staking & Geotechnical % 5% $ 117,000
Construction Management/Staff % 10% $ 233,000
$ 583,000
$ 2,914,000
25% $ 729,000
$ 3,643,000
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
135 of 136 749
City of Fontana Master Plan
FONT-0121
CIP Cost Estimates
AOS 1
Name WG-3
Units Quantities Unit Price * Item Total
1 Install 48" RCP FT 610 $656 $ 400,000
2 Manhole EA 2 $20,322 $ 41,000
3 Sawcut and Remove Existing AC Pavement SF 3,660 $2.66 $ 10,000 4 Crushed Miscellaneous Base SF 3,660 $4 $ 15,000
5 Replace Asphalt Concrete Pavement SF 3,660 $2 $ 7,000 6 Traffic Control % 5% $ 24,000
7 Erosion Control % 1% $ 5,000
8 Moblilization/Demobilization % 10% $ 50,000
$ 552,000
Engineering and Design % 10% $ 55,200
Surveying & Staking & Geotechnical % 5% $ 28,000
Construction Management/Staff % 10% $ 55,000
$ 138,200
$ 690,200
20% $ 138,000
$ 828,200
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
136 of 136 750
AOS 2 Capital Project Cost Estimates 751
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 2
Project Cost
DZ-10 $6,060,000.00
DZ-11 $4,500,000.00
DZ-11A $3,978,000.00
DZ-11B $3,065,000.00
DZ-12 $4,272,000.00
DZ-12A $3,806,000.00
DZ-13 $6,870,000.00
DZ-14 $4,683,000.00
DZ-14A $2,651,000.00
DZ-15A $3,030,000.00
DZ-16 $9,314,000.00
DZ-16A $2,599,000.00
DZ-4 $7,155,000.00
DZ-7 $3,398,000.00
DZ-8 $745,000.00
DZ-9 $2,810,000.00
JH-1 $3,281,000.00
JH-2 $3,823,000.00
SR-1 $5,008,000.00
SR-2 $15,527,000.00
SR-3 $7,451,000.00
SR-4 $5,772,000.00
SS-10 $1,415,000.00
SS-11 $3,556,000.00
SS-5 $3,380,000.00
SS-6 $1,950,000.00
SS-7 $3,065,000.00
SS-8 $3,105,000.00
SS-9 $2,447,000.00
SS-9A $2,986,000.00
752
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 2
Name DZ-4
Units Quantities Unit Price * Item Total
1 Install 84" RCP FT 1,650 $1,264 $ 2,086,000
2 Install 108" RCP FT 640 $2,000 $ 1,280,000
3 Install 6' x 7' RCB FT 110 $2,052 $ 226,000
4 Manhole EA 6 $20,322 $ 122,000
5 Sawcut and Remove Existing AC Pavement SF 24,490 $2.66 $ 65,000 6 Crushed Miscellaneous Base SF 24,490 $4 $ 98,000
7 Replace Asphalt Concrete Pavement SF 24,490 $2 $ 49,000 8 Traffic Control % 5% $ 196,000
9 Erosion Control % 1% $ 41,000
10 Mobilization/Demobilization % 10% $ 416,000
$ 4,579,000
Engineering and Design % 10% $ 458,000
Surveying & Staking & Geotechnical % 5% $ 229,000
Construction Management/Staff % 10% $ 458,000
$ 1,145,000
$ 5,724,000
25% $ 1,431,000
$ 7,155,000
* All unit prices reflect 2024 cost.
+ Contingency increased to 25% due to major highway conflict CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
2 of 31 753
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 2
Name DZ-7
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 420 $527 $ 221,000
2 Install 42" RCP FT 970 $588 $ 570,000
3 Install 48" RCP FT 1,320 $656 $ 866,000
4 Manhole EA 7 $20,322 $ 142,000
5 Sawcut and Remove Existing AC Pavement SF 16,410 $2.66 $ 44,000 6 Crushed Miscellaneous Base SF 16,410 $4 $ 66,000
7 Replace Asphalt Concrete Pavement SF 16,410 $2 $ 33,000 8 Traffic Control % 5% $ 97,000
9 Erosion Control % 1% $ 20,000
10 Mobilization/Demobilization % 10% $ 206,000
$ 2,265,000
Engineering and Design % 10% $ 227,000
Surveying & Staking & Geotechnical % 5% $ 113,000
Construction Management/Staff % 10% $ 227,000
$ 567,000
$ 2,832,000
20% $ 566,000
$ 3,398,000
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
3 of 31 754
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 2
Name DZ-8
Units Quantities Unit Price * Item Total
1 Install 72" RCP FT 340 $1,016 $ 345,000
2 Manhole EA 1 $20,322 $ 20,000
3 Remove 66" RCP FT 590 $99 $ 58,000
4 Sawcut and Remove Existing AC Pavement SF 2,920 $2.66 $ 8,000 5 Crushed Miscellaneous Base SF 2,920 $4 $ 12,000
6 Replace Asphalt Concrete Pavement SF 2,920 $2 $ 6,000 7 Traffic Control % 5% $ 22,000
8 Erosion Control % 1% $ 5,000
9 Mobilization/Demobilization % 10% $ 48,000
$ 476,000
Engineering and Design % 10% $ 47,600
Surveying & Staking & Geotechnical % 5% $ 24,000
Construction Management/Staff % 10% $ 48,000
$ 119,600
$ 595,600
25% $ 149,000
$ 744,600
* All unit prices reflect 2024 cost.
+ Contingency increased to 25% due to major highway conflict CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
4 of 31 755
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 2
Name DZ-9
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 550 $527 $ 290,000
2 Install 42" RCP FT 1,470 $588 $ 864,000
3 Install 48" RCP FT 550 $656 $ 361,000
4 Manhole EA 6 $20,322 $ 122,000
6 Sawcut and Remove Existing AC Pavement SF 15,100 $2.66 $ 40,000 7 Crushed Miscellaneous Base SF 15,100 $4 $ 60,000
8 Replace Asphalt Concrete Pavement SF 15,100 $2 $ 30,000 9 Traffic Control % 5% $ 88,000
10 Erosion Control % 1% $ 19,000
11 Mobilization/Demobilization % 10% $ 187,000
$ 1,874,000
Engineering and Design % 10% $ 187,000
Surveying & Staking & Geotechnical % 5% $ 94,000
Construction Management/Staff % 10% $ 187,000
$ 468,000
$ 2,342,000
20% $ 468,000
$ 2,810,000
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
5 of 31 756
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 2
Name DZ-10
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 340 $527 $ 179,000
2 Install 42" RCP FT 1,320 $588 $ 776,000
3 Install 48" RCP FT 1,350 $656 $ 886,000
4 Install 54" RCP FT 1,390 $732 $ 1,017,000
5 Manhole EA 11 $20,322 $ 224,000
6 Sawcut and Remove Existing AC Pavement SF 27,900 $2.66 $ 74,000 7 Crushed Miscellaneous Base SF 27,900 $4 $ 112,000
8 Replace Asphalt Concrete Pavement SF 27,900 $2 $ 56,000 9 Traffic Control % 5% $ 166,000
10 Erosion Control % 1% $ 35,000
11 Mobilization/Demobilization % 10% $ 353,000
$ 3,878,000
Engineering and Design % 10% $ 388,000
Surveying & Staking & Geotechnical % 5% $ 194,000
Construction Management/Staff % 10% $ 388,000
$ 970,000
$ 4,848,000
25% $ 1,212,000
$ 6,060,000
* All unit prices reflect 2024 cost.
+ Contingency increased to 25% due to 12' water main conflict CONTINGENCY +

TOTAL PROJECT
Project Total
Item No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
6 of 31 757
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 2
Name DZ-11
Units Quantities Unit Price * Item Total
1 Install 54" RCP FT 1,370 $732 $ 1,003,000
2 Install 60" RCP FT 1,410 $816 $ 1,151,000
3 Manhole EA 7 $20,322 $ 142,000
4 Sawcut and Remove Existing AC Pavement SF 20,110 $2.66 $ 53,000 5 Crushed Miscellaneous Base SF 20,110 $4 $ 80,000
6 Replace Asphalt Concrete Pavement SF 20,110 $2 $ 40,000 7 Traffic Control % 5% $ 123,000
8 Erosion Control % 1% $ 26,000
9 Mobilization/Demobilization % 10% $ 262,000
$ 2,880,000
Engineering and Design % 10% $ 288,000
Surveying & Staking & Geotechnical % 5% $ 144,000
Construction Management/Staff % 10% $ 288,000
$ 720,000
$ 3,600,000
25% $ 900,000
$ 4,500,000
* All unit prices reflect 2024 cost.
+ Contingency increased to 25% due to major highway conflict CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
7 of 31 758
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 2
Name DZ-11A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 520 $527 $ 274,000
2 Install 42" RCP FT 1,000 $588 $ 588,000
3 Install 48" RCP FT 1,650 $656 $ 1,082,000
4 Manhole EA 8 $20,322 $ 163,000
5 Sawcut and Remove Existing AC Pavement SF 19,240 $2.66 $ 51,000 6 Crushed Miscellaneous Base SF 19,240 $4 $ 77,000
7 Replace Asphalt Concrete Pavement SF 19,240 $2 $ 38,000 8 Traffic Control % 5% $ 114,000
9 Erosion Control % 1% $ 24,000
10 Mobilization/Demobilization % 10% $ 241,000
$ 2,652,000
Engineering and Design % 10% $ 265,000
Surveying & Staking & Geotechnical % 5% $ 133,000
Construction Management/Staff % 10% $ 265,000
$ 663,000
$ 3,315,000
20% $ 663,000
$ 3,978,000
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
8 of 31 759
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 2
Name DZ-11B
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 560 $527 $ 295,000
2 Install 42" RCP FT 990 $588 $ 582,000
3 Install 48" RCP FT 1,060 $656 $ 695,000
4 Manhole EA 7 $20,322 $ 142,000
5 Remove 24" RCP FT 1,340 $35 $ 47,000
6 Remove 30" RCP FT 750 $44 $ 33,000
7 Sawcut and Remove Existing AC Pavement SF 15,600 $2.66 $ 41,000 8 Crushed Miscellaneous Base SF 15,600 $4 $ 62,000
9 Replace Asphalt Concrete Pavement SF 15,600 $2 $ 31,000 10 Traffic Control % 5% $ 96,000
11 Erosion Control % 1% $ 20,000
12 Mobilization/Demobilization % 10% $ 204,000
$ 2,044,000
Engineering and Design % 10% $ 204,000
Surveying & Staking & Geotechnical % 5% $ 102,000
Construction Management/Staff % 10% $ 204,000
$ 510,000
$ 2,554,000
20% $ 511,000
$ 3,065,000
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Project Total
Item No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
9 of 31 760
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 2
Name DZ-12
Units Quantities Unit Price * Item Total
1 Install 60" RCP FT 2,610 $816 $ 2,130,000
2 Manhole EA 7 $20,322 $ 142,000
3 Sawcut and Remove Existing AC Pavement SF 19,580 $2.66 $ 52,000 4 Crushed Miscellaneous Base SF 19,580 $4 $ 78,000
5 Replace Asphalt Concrete Pavement SF 19,580 $2 $ 39,000 6 Traffic Control % 5% $ 122,000
7 Erosion Control % 1% $ 26,000
8 Mobilization/Demobilization % 10% $ 259,000
$ 2,848,000
Engineering and Design % 10% $ 285,000
Surveying & Staking & Geotechnical % 5% $ 142,000
Construction Management/Staff % 10% $ 285,000
$ 712,000
$ 3,560,000
20% $ 712,000
$ 4,272,000
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
10 of 31 761
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 2
Name DZ-12A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 450 $527 $ 237,000
2 Install 42" RCP FT 2,020 $588 $ 1,188,000
3 Install 48" RCP FT 650 $656 $ 426,000
4 Manhole EA 8 $20,322 $ 163,000
5 Sawcut and Remove Existing AC Pavement SF 18,440 $2.66 $ 49,000 6 Crushed Miscellaneous Base SF 18,440 $4 $ 74,000
7 Replace Asphalt Concrete Pavement SF 18,440 $2 $ 37,000 8 Traffic Control % 5% $ 109,000
9 Erosion Control % 1% $ 23,000
10 Mobilization/Demobilization % 10% $ 231,000
$ 2,537,000
Engineering and Design % 10% $ 254,000
Surveying & Staking & Geotechnical % 5% $ 127,000
Construction Management/Staff % 10% $ 254,000
$ 635,000
$ 3,172,000
20% $ 634,000
$ 3,806,000
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Project Total
Item No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
11 of 31 762
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 2
Name DZ-13
Units Quantities Unit Price * Item Total
1 Install 60" RCP FT 850 $816 $ 694,000
2 Install 66" RCP FT 1,550 $911 $ 1,412,000
3 Install 84" RCP FT 1,080 $1,264 $ 1,365,000
4 Manhole EA 9 $20,322 $ 183,000
5 Remove 48" RCP FT 1,600 $71 $ 114,000
6 Remove 78" RCP FT 1,050 $117 $ 123,000
7 Sawcut and Remove Existing AC Pavement SF 29,280 $2.66 $ 78,000 8 Crushed Miscellaneous Base SF 29,280 $4 $ 117,000
9 Replace Asphalt Concrete Pavement SF 29,280 $2 $ 59,000 10 Traffic Control % 5% $ 207,000
11 Erosion Control % 1% $ 44,000
12 Mobilization/Demobilization % 10% $ 440,000
$ 4,396,000
Engineering and Design % 10% $ 440,000
Surveying & Staking & Geotechnical % 5% $ 220,000
Construction Management/Staff % 10% $ 440,000
$ 1,100,000
$ 5,496,000
25% $ 1,374,000
$ 6,870,000
* All unit prices reflect 2024 cost.
+ Contingency increased to 25% due to major highway conflict CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
12 of 31 763
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 2
Name DZ-14
Units Quantities Unit Price * Item Total
1 Install 54" RCP FT 1,310 $732 $ 959,000
2 Install 66" RCP FT 350 $911 $ 319,000
3 Install 72" RCP FT 1,100 $1,016 $ 1,118,000
4 Manhole EA 7 $20,322 $ 142,000
5 Remove 48" RCP FT 1,320 $71 $ 94,000
6 Remove 64" RCP FT 80 $96 $ 8,000
7 Sawcut and Remove Existing AC Pavement SF 21,370 $2.66 $ 57,000 8 Crushed Miscellaneous Base SF 21,370 $4 $ 85,000
9 Replace Asphalt Concrete Pavement SF 21,370 $2 $ 43,000 10 Traffic Control % 5% $ 141,000
11 Erosion Control % 1% $ 30,000
12 Mobilization/Demobilization % 10% $ 300,000
$ 2,996,000
Engineering and Design % 10% $ 300,000
Surveying & Staking & Geotechnical % 5% $ 150,000
Construction Management/Staff % 10% $ 300,000
$ 750,000
$ 3,746,000
25% $ 937,000
$ 4,683,000
* All unit prices reflect 2024 cost.
+ Contingency increased to 25% due to major highway conflict CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
13 of 31 764
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 2
Name DZ-14A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 530 $527 $ 279,000
2 Install 42" RCP FT 1,000 $588 $ 588,000
3 Install 48" RCP FT 660 $656 $ 433,000
4 Manhole EA 5 $20,322 $ 102,000
5 Sawcut and Remove Existing AC Pavement SF 12,940 $2.66 $ 34,000 6 Crushed Miscellaneous Base SF 12,940 $4 $ 52,000
7 Replace Asphalt Concrete Pavement SF 12,940 $2 $ 26,000 8 Traffic Control % 5% $ 76,000
9 Erosion Control % 1% $ 16,000
10 Mobilization/Demobilization % 10% $ 161,000
$ 1,767,000
Engineering and Design % 10% $ 177,000
Surveying & Staking & Geotechnical % 5% $ 88,000
Construction Management/Staff % 10% $ 177,000
$ 442,000
$ 2,209,000
20% $ 442,000
$ 2,651,000
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
14 of 31 765
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 2
Name DZ-15A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 490 $527 $ 258,000
2 Install 42" RCP FT 1,000 $588 $ 588,000
3 Install 48" RCP FT 970 $656 $ 636,000
4 Manhole EA 6 $20,322 $ 122,000
5 Sawcut and Remove Existing AC Pavement SF 14,710 $2.66 $ 39,000 6 Crushed Miscellaneous Base SF 14,710 $4 $ 59,000
7 Replace Asphalt Concrete Pavement SF 14,710 $2 $ 29,000 8 Traffic Control % 5% $ 87,000
9 Erosion Control % 1% $ 18,000
10 Mobilization/Demobilization % 10% $ 184,000
$ 2,020,000
Engineering and Design % 10% $ 202,000
Surveying & Staking & Geotechnical % 5% $ 101,000
Construction Management/Staff % 10% $ 202,000
$ 505,000
$ 2,525,000
20% $ 505,000
$ 3,030,000
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Project Total
Item No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
15 of 31 766
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 2
Name DZ-16
Units Quantities Unit Price * Item Total
1 Install 66" RCP FT 2,640 $911 $ 2,405,000
2 Install Double 66" RCP FT 1,380 $1,822 $ 2,514,000
3 Manhole EA 10 $20,322 $ 203,000
4 Remove 42" RCP FT 180 $62 $ 11,000
5 Remove 60" RCP FT 1,250 $89 $ 111,000
6 Sawcut and Remove Existing AC Pavement SF 43,430 $2.66 $ 116,000 7 Crushed Miscellaneous Base SF 43,430 $4 $ 174,000
8 Replace Asphalt Concrete Pavement SF 43,430 $2 $ 87,000 9 Traffic Control % 5% $ 281,000
10 Erosion Control % 1% $ 59,000
11 Mobilization/Demobilization % 10% $ 596,000
$ 5,961,000
Engineering and Design % 10% $ 596,000
Surveying & Staking & Geotechnical % 5% $ 298,000
Construction Management/Staff % 10% $ 596,000
$ 1,490,000
$ 7,451,000
25% $ 1,863,000
$ 9,314,000
* All unit prices reflect 2024 cost.
+ Contingency increased to 25% due to major highway conflict CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
16 of 31 767
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FONT-0121
CIP Cost Estimates
AOS 2
Name DZ-16A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 420 $527 $ 221,000
2 Install 42" RCP FT 840 $588 $ 494,000
3 Install 48" RCP FT 850 $656 $ 558,000
4 Manhole EA 5 $20,322 $ 102,000
5 Sawcut and Remove Existing AC Pavement SF 12,630 $2.66 $ 34,000 6 Crushed Miscellaneous Base SF 12,630 $4 $ 51,000
7 Replace Asphalt Concrete Pavement SF 12,630 $2 $ 25,000 8 Traffic Control % 5% $ 74,000
9 Erosion Control % 1% $ 16,000
10 Mobilization/Demobilization % 10% $ 158,000
$ 1,733,000
Engineering and Design % 10% $ 173,000
Surveying & Staking & Geotechnical % 5% $ 87,000
Construction Management/Staff % 10% $ 173,000
$ 433,000
$ 2,166,000
20% $ 433,000
$ 2,599,000
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
17 of 31 768
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 2
Name JH-1
Units Quantities Unit Price * Item Total
1 Install 84" RCP FT 1,380 $1,264 $ 1,744,000
2 Manhole EA 3 $20,322 $ 61,000
3 Remove 66" RCP FT 1,090 $99 $ 108,000
4 Remove 78" RCP FT 290 $117 $ 34,000
5 Sawcut and Remove Existing AC Pavement SF 13,340 $2.66 $ 35,000 6 Crushed Miscellaneous Base SF 13,340 $4 $ 53,000
7 Replace Asphalt Concrete Pavement SF 13,340 $2 $ 27,000 8 Traffic Control % 5% $ 103,000
9 Erosion Control % 1% $ 22,000
10 Mobilization/Demobilization % 10% $ 219,000
$ 2,187,000
Engineering and Design % 10% $ 219,000
Surveying & Staking & Geotechnical % 5% $ 109,000
Construction Management/Staff % 10% $ 219,000
$ 547,000
$ 2,734,000
20% $ 547,000
$ 3,281,000
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
18 of 31 769
City of Fontana Storm Drain Master Plan
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CIP Cost Estimates
AOS 2
Name JH-2
Units Quantities Unit Price * Item Total
1 Install 72" RCP FT 1,930 $1,016 $ 1,961,000
2 Manhole EA 5 $20,322 $ 102,000
3 Remove 69" RCP FT 1,920 $103 $ 198,000
4 Sawcut and Remove Existing AC Pavement SF 16,570 $2.66 $ 44,000 5 Crushed Miscellaneous Base SF 16,570 $4 $ 66,000
6 Replace Asphalt Concrete Pavement SF 16,570 $2 $ 33,000 7 Traffic Control % 5% $ 120,000
8 Erosion Control % 1% $ 25,000
9 Mobilization/Demobilization % 10% $ 255,000
$ 2,549,000
Engineering and Design % 10% $ 255,000
Surveying & Staking & Geotechnical % 5% $ 127,000
Construction Management/Staff % 10% $ 255,000
$ 637,000
$ 3,186,000
20% $ 637,000
$ 3,823,000
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
19 of 31 770
City of Fontana Storm Drain Master Plan
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CIP Cost Estimates
AOS 2
Name SR-1
Units Quantities Unit Price * Item Total
1 Install Double 66" RCP FT 1,560 $1,822 $ 2,842,000
2 Manhole EA 4 $20,322 $ 81,000
3 Remove 54" RCP FT 1,460 $80 $ 117,000
4 Sawcut and Remove Existing AC Pavement SF 12,550 $2.66 $ 33,000 5 Crushed Miscellaneous Base SF 12,550 $4 $ 50,000
6 Replace Asphalt Concrete Pavement SF 12,550 $2 $ 25,000 7 Traffic Control % 5% $ 157,000
8 Erosion Control % 1% $ 33,000
9 Mobilization/Demobilization % 10% $ 334,000
$ 3,338,000
Engineering and Design % 10% $ 334,000
Surveying & Staking & Geotechnical % 5% $ 167,000
Construction Management/Staff % 10% $ 334,000
$ 835,000
$ 4,173,000
20% $ 835,000
$ 5,008,000
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
20 of 31 771
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 2
Name SR-2
Units Quantities Unit Price * Item Total
1 Install 78" RCP FT 2,570 $1,133 $ 2,912,000
2 Install 84" RCP FT 1,170 $1,264 $ 1,479,000
3 Install 14' x 6' RCB FT 620 $7,627 $ 4,729,000
4 Manhole EA 11 $20,322 $ 224,000
5 Remove 84" RCP FT 580 $126 $ 73,000
6 Sawcut and Remove Existing AC Pavement SF 39,720 $2.66 $ 106,000 7 Crushed Miscellaneous Base SF 39,720 $4 $ 159,000
8 Replace Asphalt Concrete Pavement SF 39,720 $2 $ 79,000 9 Traffic Control % 5% $ 488,000
10 Erosion Control % 1% $ 102,000
11 Mobilization/Demobilization % 10% $ 1,035,000
$ 10,351,000
Engineering and Design % 10% $ 1,035,000
Surveying & Staking & Geotechnical % 5% $ 518,000
Construction Management/Staff % 10% $ 1,035,000
$ 2,588,000
$ 12,939,000
20% $ 2,588,000
$ 15,527,000
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
21 of 31 772
City of Fontana Storm Drain Master Plan
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CIP Cost Estimates
AOS 2
Name SR-3
Item No. Item Description Project Total
Units Quantities Unit Price * Item Total
1 Install 84" RCP FT 460 $1,264 $ 581,000
2 Install 96" RCP FT 2,260 $1,572 $ 3,553,000
3 Manhole EA 7 $20,322 $ 142,000
4 Remove 72" RCP FT 510 $108 $ 55,000
5 Remove 78" RCP FT 290 $117 $ 34,000
6 Remove 84" RCP FT 560 $126 $ 71,000
7 Sawcut and Remove Existing AC Pavement SF 28,740 $2.66 $ 76,000 8 Crushed Miscellaneous Base SF 28,740 $4 $ 115,000
9 Replace Asphalt Concrete Pavement SF 28,740 $2 $ 57,000 10 Traffic Control % 5% $ 234,000
11 Erosion Control % 1% $ 49,000
12 Mobilization/Demobilization % 10% $ 497,000
$ 4,967,000
Engineering and Design % 10% $ 497,000
Surveying & Staking & Geotechnical % 5% $ 248,000
Construction Management/Staff % 10% $ 497,000
$ 1,242,000
$ 6,209,000
20% $ 1,242,000
$ 7,451,000
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
22 of 31 773
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 2
Name SR-4
Units Quantities Unit Price * Item Total
1 Install 8' x 5' RCB FT 1,540 $2,150 $ 3,311,000
2 Manhole EA 4 $20,322 $ 81,000
3 Remove 66" RCP FT 1,440 $99 $ 143,000
4 Sawcut and Remove Existing AC Pavement SF 10,780 $2.66 $ 29,000 5 Crushed Miscellaneous Base SF 10,780 $4 $ 43,000
6 Replace Asphalt Concrete Pavement SF 10,780 $2 $ 22,000 7 Traffic Control % 5% $ 181,000
8 Erosion Control % 1% $ 38,000
9 Mobilization/Demobilization % 10% $ 385,000
$ 3,848,000
Engineering and Design % 10% $ 385,000
Surveying & Staking & Geotechnical % 5% $ 192,000
Construction Management/Staff % 10% $ 385,000
$ 962,000
$ 4,810,000
20% $ 962,000
$ 5,772,000
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
23 of 31 774
City of Fontana Storm Drain Master Plan
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CIP Cost Estimates
AOS 2
Name SS-5
Units Quantities Unit Price * Item Total
1 Install 60" RCP FT 2,150 $816 $ 1,754,000
2 Manhole EA 5 $20,322 $ 102,000
3 Remove 42" RCP FT 2,090 $62 $ 130,000
4 Sawcut and Remove Existing AC Pavement SF 16,130 $2.66 $ 43,000 5 Crushed Miscellaneous Base SF 16,130 $4 $ 65,000
6 Replace Asphalt Concrete Pavement SF 16,130 $2 $ 32,000 7 Traffic Control % 5% $ 106,000
8 Erosion Control % 1% $ 22,000
9 Mobilization/Demobilization % 10% $ 225,000
$ 2,254,000
Engineering and Design % 10% $ 225,000
Surveying & Staking & Geotechnical % 5% $ 113,000
Construction Management/Staff % 10% $ 225,000
$ 563,000
$ 2,817,000
20% $ 563,000
$ 3,380,000
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
24 of 31 775
City of Fontana Storm Drain Master Plan
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CIP Cost Estimates
AOS 2
Name SS-6
Units Quantities Unit Price * Item Total
1 Install 60" RCP FT 1,240 $816 $ 1,012,000
2 Manhole EA 3 $20,322 $ 61,000
3 Remove 42" RCP FT 920 $62 $ 57,000
4 Remove 48" RCP FT 210 $71 $ 15,000
5 Sawcut and Remove Existing AC Pavement SF 9,300 $2.66 $ 25,000 6 Crushed Miscellaneous Base SF 9,300 $4 $ 37,000
7 Replace Asphalt Concrete Pavement SF 9,300 $2 $ 19,000 8 Traffic Control % 5% $ 61,000
9 Erosion Control % 1% $ 13,000
10 Mobilization/Demobilization % 10% $ 130,000
$ 1,300,000
Engineering and Design % 10% $ 130,000
Surveying & Staking & Geotechnical % 5% $ 65,000
Construction Management/Staff % 10% $ 130,000
$ 325,000
$ 1,625,000
20% $ 325,000
$ 1,950,000
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
25 of 31 776
City of Fontana Storm Drain Master Plan
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CIP Cost Estimates
AOS 2
Name SS-7
Units Quantities Unit Price * Item Total
1 Install 66" RCP FT 1,720 $911 $ 1,567,000
2 Manhole EA 4 $20,322 $ 81,000
3 Remove 54" RCP FT 1,210 $80 $ 97,000
4 Remove 60" RCP FT 710 $89 $ 63,000
5 Sawcut and Remove Existing AC Pavement SF 13,830 $2.66 $ 37,000 6 Crushed Miscellaneous Base SF 13,830 $4 $ 55,000
7 Replace Asphalt Concrete Pavement SF 13,830 $2 $ 28,000 8 Traffic Control % 5% $ 96,000
9 Erosion Control % 1% $ 20,000
10 Mobilization/Demobilization % 10% $ 204,000
$ 2,044,000
Engineering and Design % 10% $ 204,000
Surveying & Staking & Geotechnical % 5% $ 102,000
Construction Management/Staff % 10% $ 204,000
$ 510,000
$ 2,554,000
20% $ 511,000
$ 3,065,000
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
26 of 31 777
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 2
Name SS-8
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 590 $527 $ 311,000
2 Install 42" RCP FT 1,300 $588 $ 764,000
3 Install 48" RCP FT 580 $656 $ 380,000
4 Manhole EA 6 $20,322 $ 122,000
5 Sawcut and Remove Existing AC Pavement SF 14,510 $2.66 $ 39,000 6 Crushed Miscellaneous Base SF 14,510 $4 $ 58,000
7 Replace Asphalt Concrete Pavement SF 14,510 $2 $ 29,000 8 Traffic Control % 5% $ 85,000
9 Erosion Control % 1% $ 18,000
10 Mobilization/Demobilization % 10% $ 181,000
$ 1,987,000
Engineering and Design % 10% $ 199,000
Surveying & Staking & Geotechnical % 5% $ 99,000
Construction Management/Staff % 10% $ 199,000
$ 497,000
$ 2,484,000
25% $ 621,000
$ 3,105,000
* All unit prices reflect 2024 cost.
+ Contingency increased to 25% due to major highway conflict CONTINGENCY +

TOTAL PROJECT
Project Total
Item No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
27 of 31 778
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 2
Name SS-9
Units Quantities Unit Price * Item Total
1 Install 60" RCP FT 1,550 $816 $ 1,265,000
2 Manhole EA 4 $20,322 $ 81,000
3 Remove 42" RCP FT 1,470 $62 $ 91,000
4 Sawcut and Remove Existing AC Pavement SF 11,630 $2.66 $ 31,000 5 Crushed Miscellaneous Base SF 11,630 $4 $ 47,000
6 Replace Asphalt Concrete Pavement SF 11,630 $2 $ 23,000 7 Traffic Control % 5% $ 77,000
8 Erosion Control % 1% $ 16,000
9 Mobilization/Demobilization % 10% $ 163,000
$ 1,631,000
Engineering and Design % 10% $ 163,000
Surveying & Staking & Geotechnical % 5% $ 82,000
Construction Management/Staff % 10% $ 163,000
$ 408,000
$ 2,039,000
20% $ 408,000
$ 2,447,000
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
28 of 31 779
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 2
Name SS-9A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 930 $527 $ 490,000
2 Install 42" RCP FT 480 $588 $ 282,000
3 Install 60" RCP FT 1,220 $816 $ 996,000
4 Manhole EA 7 $20,322 $ 142,000
5 Remove 42" RCP FT 1,290 $62 $ 80,000
6 Sawcut and Remove Existing AC Pavement SF 16,930 $2.66 $ 45,000 7 Crushed Miscellaneous Base SF 16,930 $4 $ 68,000
8 Replace Asphalt Concrete Pavement SF 16,930 $2 $ 34,000 9 Traffic Control % 5% $ 107,000
10 Erosion Control % 1% $ 22,000
11 Mobilization/Demobilization % 10% $ 227,000
$ 1,990,000
Engineering and Design % 10% $ 199,000
Surveying & Staking & Geotechnical % 5% $ 100,000
Construction Management/Staff % 10% $ 199,000
$ 498,000
$ 2,488,000
20% $ 498,000
$ 2,986,000
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Project Total
Item No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
29 of 31 780
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 2
Name SS-10
Item No. Item Description Project Total
Units Quantities Unit Price * Item Total
1 Install 66" RCP FT 820 $911 $ 747,000
2 Manhole EA 2 $20,322 $ 41,000
3 Remove 39" RCP FT 770 $58 $ 45,000
4 Sawcut and Remove Existing AC Pavement SF 6,590 $2.66 $ 18,000 5 Crushed Miscellaneous Base SF 6,590 $4 $ 26,000
6 Replace Asphalt Concrete Pavement SF 6,590 $2 $ 13,000 7 Traffic Control % 5% $ 45,000
8 Erosion Control % 1% $ 9,000
9 Mobilization/Demobilization % 10% $ 94,000
$ 944,000
Engineering and Design % 10% $ 94,000
Surveying & Staking & Geotechnical % 5% $ 47,000
Construction Management/Staff % 10% $ 94,000
$ 235,000
$ 1,179,000
20% $ 236,000
$ 1,415,000
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
30 of 31 781
City of Fontana Storm Drain Master Plan
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CIP Cost Estimates
AOS 2
Name SS-11
Units Quantities Unit Price * Item Total
1 Install 48" RCP FT 460 $656 $ 302,000
2 Install 60" RCP FT 1,200 $816 $ 979,000
3 Install 66" RCP FT 620 $911 $ 565,000
4 Manhole EA 6 $20,322 $ 122,000
5 Remove 36" RCP FT 2,270 $53 $ 120,000
8 Sawcut and Remove Existing AC Pavement SF 16,940 $2.66 $ 45,000 9 Crushed Miscellaneous Base SF 16,940 $4 $ 68,000
10 Replace Asphalt Concrete Pavement SF 16,940 $2 $ 34,000 11 Traffic Control % 5% $ 112,000
12 Erosion Control % 1% $ 23,000
13 Mobilization/Demobilization % 10% $ 237,000
$ 2,370,000
Engineering and Design % 10% $ 237,000
Surveying & Staking & Geotechnical % 5% $ 119,000
Construction Management/Staff % 10% $ 237,000
$ 593,000
$ 2,963,000
20% $ 593,000
$ 3,556,000
* All unit prices reflect 2024 cost.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
31 of 31 782
AOS 3 Capital Project Cost Estimates 783
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Project Cost
A-0 $16,438,000.00
A-0A $7,220,000.00
A-0B $6,091,000.00
A-0C $1,391,000.00
A-0D $1,259,000.00
A-1 $2,042,000.00
A-1A $1,799,000.00
A-2 $2,621,000.00
A-2A $2,250,000.00
A-3 $16,535,000.00
A-3A $2,359,000.00
A-3B $1,996,000.00
A-3C $6,606,000.00
A-4 $1,495,000.00
B-1 $2,709,000.00
B-2 $1,648,000.00
B-3 $911,000.00
B-5 $2,800,000.00
B-5A $4,051,000.00
B-6 $235,000.00
B-7 $1,324,000.00
B-8 $1,886,000.00
C-0 $7,920,000.00
C-2 $1,951,000.00
C-4 $4,225,000.00
C-5 $2,776,000.00
C-6 $589,000.00
C-7 $4,623,000.00
C-8 $4,228,000.00
C-8A $2,633,000.00
C-8B $5,795,000.00
C-9 $12,900,000.00
HR-1 $4,127,000.00
1 of 34 784
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FONT-0121
CIP Cost Estimates
AOS 3
Name A-0
Units Quantities Unit Price * Item Total
1 Install 10' x9' RCB FT 1,510 $5,252 $ 7,931,000
2 Manhole EA 4 $20,322 $ 81,000
3 Remove 12' x 10' RCB FT 1,510 $811 $ 1,225,000
4 Sawcut and Remove Existing AC Pavement SF 18,120 $2.66 $ 48,000 5 Crushed Miscellaneous Base SF 18,120 $4 $ 72,000
6 Replace Asphalt Concrete Pavement SF 18,120 $2 $ 36,000 7 Traffic Control % 5% $ 470,000
8 Erosion Control % 1% $ 99,000
9 Mobilization/Demobilization % 10% $ 996,000
$ 10,958,000
Engineering and Design % 10% $ 1,096,000
Surveying & Staking & Geotechnical % 5% $ 548,000
Construction Management/Staff % 10% $ 1,096,000
$ 2,740,000
$ 13,698,000
20% $ 2,740,000
$ 16,438,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
2 of 34 785
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name A-0A
Units Quantities Unit Price * Item Total
1 Install 84" RCP FT 2,190 $1,264 $ 2,768,000
2 Install 90" RCP FT 580 $1,409 $ 817,000
3 Manhole EA 7 $20,322 $ 142,000
4 Sawcut and Remove Existing AC Pavement SF 27,090 $2.66 $ 72,000 5 Crushed Miscellaneous Base SF 27,090 $4 $ 108,000
6 Replace Asphalt Concrete Pavement SF 27,090 $2 $ 54,000 7 Traffic Control % 5% $ 198,000
8 Erosion Control % 1% $ 42,000
9 Mobilization/Demobilization % 10% $ 420,000
$ 4,621,000
Engineering and Design % 10% $ 462,000
Surveying & Staking & Geotechnical % 5% $ 231,000
Construction Management/Staff % 10% $ 462,000
$ 1,155,000
$ 5,776,000
25% $ 1,444,000
$ 7,220,000
Item No. Item Description
Project Total
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
3 of 34 786
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name A-0B 100
Units Quantities Unit Price * Item Total
1 Install 78" RCP FT 780 $1,133 $ 884,000
2 Install 84" RCP FT 1,790 $1,264 $ 2,263,000
3 Manhole EA 6 $20,322 $ 122,000
4 Sawcut and Remove Existing AC Pavement SF 24,420 $2.66 $ 65,000 5 Crushed Miscellaneous Base SF 24,420 $4 $ 98,000
6 Replace Asphalt Concrete Pavement SF 24,420 $2 $ 49,000 7 Traffic Control % 5% $ 174,000
8 Erosion Control % 1% $ 37,000
9 Mobilization/Demobilization % 10% $ 369,000
$ 4,061,000
Engineering and Design % 10% $ 406,000
Surveying & Staking & Geotechnical % 5% $ 203,000
Construction Management/Staff % 10% $ 406,000
$ 1,015,000
$ 5,076,000
20% $ 1,015,000
$ 6,091,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
4 of 34 787
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name A-0C
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 1,280 $527 $ 675,000
2 Manhole EA 3 $20,322 $ 61,000
3 Sawcut and Remove Existing AC Pavement SF 6,830 $2.66 $ 18,000 4 Crushed Miscellaneous Base SF 6,830 $4 $ 27,000
5 Replace Asphalt Concrete Pavement SF 6,830 $2 $ 14,000 6 Traffic Control % 5% $ 40,000
7 Erosion Control % 1% $ 8,000
8 Mobilization/Demobilization % 10% $ 84,000
$ 927,000
Engineering and Design % 10% $ 93,000
Surveying & Staking & Geotechnical % 5% $ 46,000
Construction Management/Staff % 10% $ 93,000
$ 232,000
$ 1,159,000
20% $ 232,000
$ 1,391,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Project Total
Item No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
5 of 34 788
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name A-0D
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 480 $527 $ 253,000
2 Install 48" RCP FT 550 $656 $ 361,000
3 Manhole EA 3 $20,322 $ 61,000
4 Sawcut and Remove Existing AC Pavement SF 5,790 $2.66 $ 15,000 5 Crushed Miscellaneous Base SF 5,790 $4 $ 23,000
6 Replace Asphalt Concrete Pavement SF 5,790 $2 $ 12,000 7 Traffic Control % 5% $ 36,000
8 Erosion Control % 1% $ 38,000
9 Mobilization/Demobilization % 10% $ 40,000
$ 839,000
Engineering and Design % 10% $ 84,000
Surveying & Staking & Geotechnical % 5% $ 42,000
Construction Management/Staff % 10% $ 84,000
$ 210,000
$ 1,049,000
20% $ 210,000
$ 1,259,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Project Total
Item No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
6 of 34 789
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name A-1
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 670 $527 $ 353,000
2 Install 42" RCP FT 1,100 $588 $ 647,000
3 Manhole EA 4 $20,322 $ 81,000
4 Sawcut and Remove Existing AC Pavement SF 10,040 $2.66 $ 27,000 5 Crushed Miscellaneous Base SF 10,040 $4 $ 40,000
6 Replace Asphalt Concrete Pavement SF 10,040 $2 $ 20,000 7 Traffic Control % 5% $ 58,000
8 Erosion Control % 1% $ 12,000
9 Mobilization/Demobilization % 10% $ 124,000
$ 1,362,000
Engineering and Design % 10% $ 136,000
Surveying & Staking & Geotechnical % 5% $ 68,000
Construction Management/Staff % 10% $ 136,000
$ 340,000
$ 1,702,000
20% $ 340,000
$ 2,042,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
7 of 34 790
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name A-1A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 800 $527 $ 422,000
2 Install 48" RCP FT 690 $656 $ 453,000
3 Manhole EA 4 $20,322 $ 81,000
4 Sawcut and Remove Existing AC Pavement SF 8,320 $2.66 $ 22,000 5 Crushed Miscellaneous Base SF 8,320 $4 $ 33,000
6 Replace Asphalt Concrete Pavement SF 8,320 $2 $ 17,000 7 Traffic Control % 5% $ 51,000
8 Erosion Control % 1% $ 11,000
9 Mobilization/Demobilization % 10% $ 109,000
$ 1,199,000
Engineering and Design % 10% $ 120,000
Surveying & Staking & Geotechnical % 5% $ 60,000
Construction Management/Staff % 10% $ 120,000
$ 300,000
$ 1,499,000
20% $ 300,000
$ 1,799,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
8 of 34 791
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name A-2
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 890 $527 $ 469,000
2 Install 54" RCP FT 1,130 $732 $ 827,000
3 Manhole EA 5 $20,322 $ 102,000
4 Sawcut and Remove Existing AC Pavement SF 11,390 $2.66 $ 30,000 5 Crushed Miscellaneous Base SF 11,390 $4 $ 46,000
6 Replace Asphalt Concrete Pavement SF 11,390 $2 $ 23,000 7 Traffic Control % 5% $ 75,000
8 Erosion Control % 1% $ 16,000
9 Mobilization/Demobilization % 10% $ 159,000
$ 1,747,000
Engineering and Design % 10% $ 175,000
Surveying & Staking & Geotechnical % 5% $ 87,000
Construction Management/Staff % 10% $ 175,000
$ 437,000
$ 2,184,000
20% $ 437,000
$ 2,621,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Project Total
Item No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
9 of 34 792
City of Fontana Storm Drain Master Plan
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CIP Cost Estimates
AOS 3
Name A-2A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 850 $527 $ 448,000
2 Install 42" RCP FT 120 $588 $ 71,000
3 Install 48" RCP FT 870 $656 $ 571,000
4 Manhole EA 5 $20,322 $ 102,000
5 Sawcut and Remove Existing AC Pavement SF 10,820 $2.66 $ 29,000 6 Crushed Miscellaneous Base SF 10,820 $4 $ 43,000
7 Replace Asphalt Concrete Pavement SF 10,820 $2 $ 22,000 8 Traffic Control % 5% $ 64,000
9 Erosion Control % 1% $ 14,000
10 Mobilization/Demobilization % 10% $ 136,000
$ 1,500,000
Engineering and Design % 10% $ 150,000
Surveying & Staking & Geotechnical % 5% $ 75,000
Construction Management/Staff % 10% $ 150,000
$ 375,000
$ 1,875,000
20% $ 375,000
$ 2,250,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Project Total
Item No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
10 of 34 793
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name A-3
Units Quantities Unit Price * Item Total
1 Install 90" RCP FT 4,950 $1,409 $ 6,975,000
2 Install 96" RCP FT 1,240 $1,572 $ 1,949,000
3 Manhole EA 15 $20,322 $ 305,000
4 Sawcut and Remove Existing AC Pavement SF 25,380 $2.66 $ 68,000 5 Crushed Miscellaneous Base SF 25,380 $4 $ 102,000
6 Replace Asphalt Concrete Pavement SF 25,380 $2 $ 51,000 7 Traffic Control % 5% $ 473,000
8 Erosion Control % 1% $ 99,000
9 Mobilization/Demobilization % 10% $ 1,002,000
$ 11,024,000
Engineering and Design % 10% $ 1,102,000
Surveying & Staking & Geotechnical % 5% $ 551,000
Construction Management/Staff % 10% $ 1,102,000
$ 2,755,000
$ 13,779,000
20% $ 2,756,000
$ 16,535,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
11 of 34 794
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name A-3A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 670 $527 $ 353,000
2 Install 42" RCP FT 1,350 $588 $ 794,000
3 Manhole EA 5 $20,322 $ 102,000
4 Sawcut and Remove Existing AC Pavement SF 11,500 $2.66 $ 31,000 5 Crushed Miscellaneous Base SF 11,500 $4 $ 46,000
6 Replace Asphalt Concrete Pavement SF 11,500 $2 $ 23,000 7 Traffic Control % 5% $ 67,000
8 Erosion Control % 1% $ 14,000
9 Mobilization/Demobilization % 10% $ 143,000
$ 1,573,000
Engineering and Design % 10% $ 157,000
Surveying & Staking & Geotechnical % 5% $ 79,000
Construction Management/Staff % 10% $ 157,000
$ 393,000
$ 1,966,000
20% $ 393,000
$ 2,359,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Project Total
Item No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
12 of 34 795
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name A-3B
Units Quantities Unit Price * Item Total
1 Install 96" RCP FT 660 $1,572 $ 1,038,000
2 Manhole EA 2 $20,322 $ 41,000
3 Sawcut and Remove Existing AC Pavement SF 7,100 $2.66 $ 19,000 4 Crushed Miscellaneous Base SF 7,100 $4 $ 28,000
5 Replace Asphalt Concrete Pavement SF 7,100 $2 $ 14,000 6 Traffic Control % 5% $ 57,000
7 Erosion Control % 1% $ 12,000
8 Mobilization/Demobilization % 10% $ 121,000
$ 1,330,000
Engineering and Design % 10% $ 133,000
Surveying & Staking & Geotechnical % 5% $ 67,000
Construction Management/Staff % 10% $ 133,000
$ 333,000
$ 1,663,000
20% $ 333,000
$ 1,996,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
13 of 34 796
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name A-3C
Units Quantities Unit Price * Item Total
1 Install 66" RCP FT 3,510 $911 $ 3,198,000
2 Manhole EA 9 $20,322 $ 183,000
3 Sawcut and Remove Existing AC Pavement SF 28,230 $2.66 $ 75,000 4 Crushed Miscellaneous Base SF 28,230 $4 $ 113,000
5 Replace Asphalt Concrete Pavement SF 28,230 $2 $ 56,000 6 Traffic Control % 5% $ 181,000
7 Erosion Control % 1% $ 38,000
8 Mobilization/Demobilization % 10% $ 384,000
$ 4,228,000
Engineering and Design % 10% $ 423,000
Surveying & Staking & Geotechnical % 5% $ 211,000
Construction Management/Staff % 10% $ 423,000
$ 1,057,000
$ 5,285,000
25% $ 1,321,000
$ 6,606,000
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
14 of 34 797
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name A-4
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 670 $527 $ 353,000
2 Install 42" RCP FT 640 $588 $ 376,000
3 Manhole EA 3 $20,322 $ 61,000
4 Sawcut and Remove Existing AC Pavement SF 7,330 $2.66 $ 19,000 5 Crushed Miscellaneous Base SF 7,330 $4 $ 29,000
6 Replace Asphalt Concrete Pavement SF 7,330 $2 $ 15,000 7 Traffic Control % 5% $ 43,000
8 Erosion Control % 1% $ 9,000
9 Mobilization/Demobilization % 10% $ 91,000
$ 996,000
Engineering and Design % 10% $ 100,000
Surveying & Staking & Geotechnical % 5% $ 50,000
Construction Management/Staff % 10% $ 100,000
$ 250,000
$ 1,246,000
20% $ 249,000
$ 1,495,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Project Total
Item No. Item Description

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
15 of 34 798
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name B-1
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 410 $527 $ 216,000
2 Install 42" RCP FT 870 $588 $ 512,000
3 Install 42" RCP FT 110 $588 $ 65,000
4 Install 54" RCP FT 560 $732 $ 410,000
5 Install 54" RCP FT 100 $732 $ 73,000
6 Manhole EA 5 $20,322 $ 102,000
7 Sawcut and Remove Existing AC Pavement SF 12,540 $2.66 $ 33,000 8 Crushed Miscellaneous Base SF 12,540 $4 $ 50,000
9 Replace Asphalt Concrete Pavement SF 12,540 $2 $ 25,000 10 Traffic Control % 5% $ 74,000
11 Erosion Control % 1% $ 16,000
12 Mobilization/Demobilization % 10% $ 158,000
$ 1,734,000
Engineering and Design % 10% $ 173,000
Surveying & Staking & Geotechnical % 5% $ 87,000
Construction Management/Staff % 10% $ 173,000
$ 433,000
$ 2,167,000
25% $ 542,000
$ 2,709,000
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
16 of 34 799
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name B-2
Units Quantities Unit Price * Item Total
1 Install 48" RCP FT 1,150 $656 $ 754,000
2 Manhole EA 3 $20,322 $ 61,000
3 Remove 36" RCP FT 1,150 $53 $ 61,000
4 Sawcut and Remove Existing AC Pavement SF 7,380 $2.66 $ 20,000 5 Crushed Miscellaneous Base SF 7,380 $4 $ 30,000
6 Replace Asphalt Concrete Pavement SF 7,380 $2 $ 15,000 7 Traffic Control % 5% $ 47,000
8 Erosion Control % 1% $ 10,000
9 Mobilization/Demobilization % 10% $ 100,000
$ 1,098,000
Engineering and Design % 10% $ 110,000
Surveying & Staking & Geotechnical % 5% $ 55,000
Construction Management/Staff % 10% $ 110,000
$ 275,000
$ 1,373,000
20% $ 275,000
$ 1,648,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
17 of 34 800
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name B-3
Item No. Item Description Project Total
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 400 $527 $ 211,000
2 Install 42" RCP FT 360 $588 $ 212,000
3 Manhole EA 2 $20,322 $ 41,000
4 Sawcut and Remove Existing AC Pavement SF 4,250 $2.66 $ 11,000 5 Crushed Miscellaneous Base SF 4,250 $4 $ 17,000
6 Replace Asphalt Concrete Pavement SF 4,250 $2 $ 9,000 7 Traffic Control % 5% $ 25,000
8 Erosion Control % 1% $ 5,000
9 Mobilization/Demobilization % 10% $ 53,000
$ 584,000
Engineering and Design % 10% $ 58,400
Surveying & Staking & Geotechnical % 5% $ 29,000
Construction Management/Staff % 10% $ 58,000
$ 145,000
$ 729,000
25% $ 182,000
$ 911,000
+ Contingency increased to 25% due to SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
18 of 34 801
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name B-5
Units Quantities Unit Price * Item Total
1 Install 72" RCP FT 1,240 $1,016 $ 1,260,000
2 Manhole EA 3 $20,322 $ 61,000
3 Remove 66" RCP FT 1,240 $99 $ 123,000
4 Sawcut and Remove Existing AC Pavement SF 10,640 $2.66 $ 28,000 5 Crushed Miscellaneous Base SF 10,640 $4 $ 43,000
6 Replace Asphalt Concrete Pavement SF 10,640 $2 $ 21,000 7 Traffic Control % 5% $ 77,000
8 Erosion Control % 1% $ 16,000
9 Mobilization/Demobilization % 10% $ 163,000
$ 1,792,000
Engineering and Design % 10% $ 179,000
Surveying & Staking & Geotechnical % 5% $ 90,000
Construction Management/Staff % 10% $ 179,000
$ 448,000
$ 2,240,000
25% $ 560,000
$ 2,800,000
+ Contingency increased to 25% due to 12' water main and SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
19 of 34 802
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name B-5A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 660 $527 $ 348,000
2 Install 42" RCP FT 1,050 $588 $ 617,000
3 Install 48" RCP FT 1,550 $656 $ 1,017,000
4 Manhole EA 8 $20,322 $ 163,000
5 Sawcut and Remove Existing AC Pavement SF 19,630 $2.66 $ 52,000 6 Crushed Miscellaneous Base SF 19,630 $4 $ 79,000
7 Replace Asphalt Concrete Pavement SF 19,630 $2 $ 39,000 8 Traffic Control % 5% $ 116,000
9 Erosion Control % 1% $ 24,000
10 Mobilization/Demobilization % 10% $ 246,000
$ 2,701,000
Engineering and Design % 10% $ 270,000
Surveying & Staking & Geotechnical % 5% $ 135,000
Construction Management/Staff % 10% $ 270,000
$ 675,000
$ 3,376,000
20% $ 675,000
$ 4,051,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
20 of 34 803
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name B-6
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 200 $527 $ 105,000
2 Manhole EA 1 $20,322 $ 20,000
3 Sawcut and Remove Existing AC Pavement SF 1,070 $2.66 $ 3,000 4 Crushed Miscellaneous Base SF 1,070 $4 $ 4,000
5 Replace Asphalt Concrete Pavement SF 1,070 $2 $ 2,000 6 Traffic Control % 5% $ 7,000
7 Erosion Control % 1% $ 1,000
8 Mobilization/Demobilization % 10% $ 14,000
$ 156,000
Engineering and Design % 10% $ 15,600
Surveying & Staking & Geotechnical % 5% $ 8,000
Construction Management/Staff % 10% $ 16,000
$ 40,000
$ 196,000
20% $ 39,000
$ 235,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
21 of 34 804
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name B-7
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 500 $527 $ 264,000
2 Install 42" RCP FT 640 $588 $ 376,000
3 Manhole EA 3 $20,322 $ 61,000
4 Sawcut and Remove Existing AC Pavement SF 6,430 $2.66 $ 17,000 5 Crushed Miscellaneous Base SF 6,430 $4 $ 26,000
6 Replace Asphalt Concrete Pavement SF 6,430 $2 $ 13,000 7 Traffic Control % 5% $ 38,000
8 Erosion Control % 1% $ 8,000
9 Mobilization/Demobilization % 10% $ 80,000
$ 883,000
Engineering and Design % 10% $ 88,000
Surveying & Staking & Geotechnical % 5% $ 44,000
Construction Management/Staff % 10% $ 88,000
$ 220,000
$ 1,103,000
20% $ 221,000
$ 1,324,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
22 of 34 805
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name B-8
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 520 $527 $ 274,000
2 Install 48" RCP FT 990 $656 $ 649,000
3 Manhole EA 4 $20,322 $ 81,000
4 Sawcut and Remove Existing AC Pavement SF 8,590 $2.66 $ 23,000 5 Crushed Miscellaneous Base SF 8,590 $4 $ 34,000
6 Replace Asphalt Concrete Pavement SF 8,590 $2 $ 17,000 7 Traffic Control % 5% $ 54,000
8 Erosion Control % 1% $ 11,000
9 Mobilization/Demobilization % 10% $ 114,000
$ 1,257,000
Engineering and Design % 10% $ 126,000
Surveying & Staking & Geotechnical % 5% $ 63,000
Construction Management/Staff % 10% $ 126,000
$ 315,000
$ 1,572,000
20% $ 314,000
$ 1,886,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
23 of 34 806
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name C-0
Units Quantities Unit Price * Item Total
1 Install 60" RCP FT 1,300 $816 $ 1,061,000
2 Install 72" RCP FT 2,590 $1,016 $ 2,631,000
3 Manhole EA 10 $20,322 $ 203,000
4 Remove 60" RCP FT 3,030 $89 $ 270,000
5 Remove 66" RCP FT 850 $99 $ 84,000
6 Sawcut and Remove Existing AC Pavement SF 31,980 $2.66 $ 85,000 7 Crushed Miscellaneous Base SF 31,980 $4 $ 128,000
8 Replace Asphalt Concrete Pavement SF 31,980 $2 $ 64,000 9 Traffic Control % 5% $ 226,000
10 Erosion Control % 1% $ 48,000
11 Mobilization/Demobilization % 10% $ 480,000
$ 5,280,000
Engineering and Design % 10% $ 528,000
Surveying & Staking & Geotechnical % 5% $ 264,000
Construction Management/Staff % 10% $ 528,000
$ 1,320,000
$ 6,600,000
20% $ 1,320,000
$ 7,920,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
24 of 34 807
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name C-2
Units Quantities Unit Price * Item Total
1 Install 66" RCP FT 430 $911 $ 392,000
2 Install 72" RCP FT 520 $1,016 $ 528,000
3 Manhole EA 2 $20,322 $ 41,000
4 Remove 60" RCP FT 950 $89 $ 85,000
5 Sawcut and Remove Existing AC Pavement SF 7,920 $2.66 $ 21,000 6 Crushed Miscellaneous Base SF 7,920 $4 $ 32,000
7 Replace Asphalt Concrete Pavement SF 7,920 $2 $ 16,000 8 Traffic Control % 5% $ 56,000
9 Erosion Control % 1% $ 12,000
10 Mobilization/Demobilization % 10% $ 118,000
$ 1,301,000
Engineering and Design % 10% $ 130,000
Surveying & Staking & Geotechnical % 5% $ 65,000
Construction Management/Staff % 10% $ 130,000
$ 325,000
$ 1,626,000
20% $ 325,000
$ 1,951,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
25 of 34 808
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name C-4
Units Quantities Unit Price * Item Total
1 Install 60" RCP FT 1,210 $816 $ 987,000
2 Install 66" RCP FT 400 $911 $ 364,000
3 Install 72" RCP FT 630 $1,016 $ 640,000
4 Manhole EA 6 $20,322 $ 122,000
5 Remove 42" RCP FT 1,240 $62 $ 77,000
6 Remove 54" RCP FT 890 $80 $ 71,000
7 Sawcut and Remove Existing AC Pavement SF 17,700 $2.66 $ 47,000 8 Crushed Miscellaneous Base SF 17,700 $4 $ 71,000
9 Replace Asphalt Concrete Pavement SF 17,700 $2 $ 35,000 10 Traffic Control % 5% $ 121,000
11 Erosion Control % 1% $ 25,000
12 Mobilization/Demobilization % 10% $ 256,000
$ 2,816,000
Engineering and Design % 10% $ 282,000
Surveying & Staking & Geotechnical % 5% $ 141,000
Construction Management/Staff % 10% $ 282,000
$ 705,000
$ 3,521,000
20% $ 704,000
$ 4,225,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
26 of 34 809
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name C-5
Units Quantities Unit Price * Item Total
1 Install 60" RCP FT 1,600 $816 $ 1,306,000
2 Manhole EA 4 $20,322 $ 81,000
3 Remove 42" RCP FT 1,540 $62 $ 95,000
4 Sawcut and Remove Existing AC Pavement SF 12,000 $2.66 $ 32,000 5 Crushed Miscellaneous Base SF 12,000 $4 $ 48,000
6 Replace Asphalt Concrete Pavement SF 12,000 $2 $ 24,000 7 Traffic Control % 5% $ 79,000
8 Erosion Control % 1% $ 17,000
9 Mobilization/Demobilization % 10% $ 168,000
$ 1,850,000
Engineering and Design % 10% $ 185,000
Surveying & Staking & Geotechnical % 5% $ 93,000
Construction Management/Staff % 10% $ 185,000
$ 463,000
$ 2,313,000
20% $ 463,000
$ 2,776,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
27 of 34 810
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name C-6
Units Quantities Unit Price * Item Total
1 Install 42" RCP FT 450 $588 $ 265,000
2 Manhole EA 1 $20,322 $ 20,000
3 Remove 36" RCP FT 520 $53 $ 28,000
4 Sawcut and Remove Existing AC Pavement SF 2,640 $2.66 $ 7,000 5 Crushed Miscellaneous Base SF 2,640 $4 $ 11,000
6 Replace Asphalt Concrete Pavement SF 2,640 $2 $ 5,000 7 Traffic Control % 5% $ 17,000
8 Erosion Control % 1% $ 4,000
9 Mobilization/Demobilization % 10% $ 36,000
$ 393,000
Engineering and Design % 10% $ 39,300
Surveying & Staking & Geotechnical % 5% $ 20,000
Construction Management/Staff % 10% $ 39,000
$ 98,000
$ 491,000
20% $ 98,000
$ 589,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
28 of 34 811
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name C-7
Units Quantities Unit Price * Item Total
1 Install 72" RCP FT 2,060 $1,016 $ 2,093,000
2 Manhole EA 5 $20,322 $ 102,000
3 Remove 60" RCP FT 1,470 $89 $ 131,000
4 Remove 66" RCP FT 570 $99 $ 56,000
5 Sawcut and Remove Existing AC Pavement SF 17,680 $2.66 $ 47,000 6 Crushed Miscellaneous Base SF 17,680 $4 $ 71,000
7 Replace Asphalt Concrete Pavement SF 17,680 $2 $ 35,000 8 Traffic Control % 5% $ 127,000
9 Erosion Control % 1% $ 27,000
10 Mobilization/Demobilization % 10% $ 269,000
$ 2,958,000
Engineering and Design % 10% $ 296,000
Surveying & Staking & Geotechnical % 5% $ 148,000
Construction Management/Staff % 10% $ 296,000
$ 740,000
$ 3,698,000
25% $ 925,000
$ 4,623,000
+ Contingency increased to 25% due to 12' water main and SCG transmisson line conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
29 of 34 812
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name C-8
Units Quantities Unit Price * Item Total
1 Install 78" RCP FT 1,830 $1,133 $ 2,073,000
2 Manhole EA 5 $20,322 $ 102,000
3 Sawcut and Remove Existing AC Pavement SF 16,700 $2.66 $ 44,000 4 Crushed Miscellaneous Base SF 16,700 $4 $ 67,000
5 Replace Asphalt Concrete Pavement SF 16,700 $2 $ 33,000 6 Traffic Control % 5% $ 116,000
7 Erosion Control % 1% $ 24,000
8 Mobilization/Demobilization % 10% $ 246,000
$ 2,705,000
Engineering and Design % 10% $ 271,000
Surveying & Staking & Geotechnical % 5% $ 135,000
Construction Management/Staff % 10% $ 271,000
$ 677,000
$ 3,382,000
25% $ 846,000
$ 4,228,000
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
30 of 34 813
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name C-8A
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 1,330 $527 $ 701,000
2 Manhole EA 3 $20,322 $ 61,000
3 Sawcut and Remove Existing AC Pavement SF 7,090 $2.66 $ 19,000 4 Crushed Miscellaneous Base SF 7,090 $4 $ 28,000
5 Replace Asphalt Concrete Pavement SF 7,090 $2 $ 14,000 6 Traffic Control % 5% $ 41,000
7 Erosion Control % 1% $ 9,000
8 Mobilization/Demobilization % 10% $ 87,000
$ 960,000
Engineering and Design % 10% $ 1,002,000
Surveying & Staking & Geotechnical % 5% $ 48,000
Construction Management/Staff % 10% $ 96,000
$ 1,146,000
$ 2,106,000
25% $ 527,000
$ 2,633,000
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
31 of 34 814
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name C-8B
Units Quantities Unit Price * Item Total
1 Install 36" RCP FT 660 $527 $ 348,000
2 Install 42" RCP FT 1,080 $588 $ 635,000
3 Install 48" RCP FT 1,450 $656 $ 951,000
4 Install 54" RCP FT 1,080 $732 $ 791,000
5 Manhole EA 11 $20,322 $ 224,000
6 Sawcut and Remove Existing AC Pavement SF 26,680 $2.66 $ 71,000 7 Crushed Miscellaneous Base SF 26,680 $4 $ 107,000
8 Replace Asphalt Concrete Pavement SF 26,680 $2 $ 53,000 9 Traffic Control % 5% $ 159,000
10 Erosion Control % 1% $ 33,000
11 Mobilization/Demobilization % 10% $ 337,000
$ 3,709,000
Engineering and Design % 10% $ 371,000
Surveying & Staking & Geotechnical % 5% $ 185,000
Construction Management/Staff % 10% $ 371,000
$ 927,000
$ 4,636,000
25% $ 1,159,000
$ 5,795,000
+ Contingency increased to 25% due to major highway conflict * All unit prices reflect 2024 costs.

CONTINGENCY +

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
32 of 34 815
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name C-9
Units Quantities Unit Price * Item Total
1 Install 12' x 9' RCB FT 920 $7,251 $ 6,671,000
2 Manhole EA 2 $20,322 $ 41,000
3 Remove 12' x 9' RCB FT 790 $725 $ 573,000
4 Sawcut and Remove Existing AC Pavement SF 10,120 $2.66 $ 27,000 5 Crushed Miscellaneous Base SF 10,120 $4 $ 40,000
6 Replace Asphalt Concrete Pavement SF 10,120 $2 $ 20,000 7 Traffic Control % 5% $ 369,000
8 Erosion Control % 1% $ 77,000
9 Mobilization/Demobilization % 10% $ 782,000
$ 8,600,000
Engineering and Design % 10% $ 860,000
Surveying & Staking & Geotechnical % 5% $ 430,000
Construction Management/Staff % 10% $ 860,000
$ 2,150,000
$ 10,750,000
20% $ 2,150,000
$ 12,900,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
33 of 34 816
City of Fontana Storm Drain Master Plan
FONT-0121
CIP Cost Estimates
AOS 3
Name HR-1
Units Quantities Unit Price * Item Total
1 Install 96" RCP FT 1,380 $1,572 $ 2,169,000
2 Manhole EA 3 $20,322 $ 61,000
3 Sawcut and Remove Existing AC Pavement SF 14,840 $2.66 $ 39,000 4 Crushed Miscellaneous Base SF 14,840 $4 $ 59,000
5 Replace Asphalt Concrete Pavement SF 14,840 $2 $ 30,000 6 Traffic Control % 5% $ 118,000
7 Erosion Control % 1% $ 25,000
8 Mobilization/Demobilization % 10% $ 250,000
$ 2,751,000
Engineering and Design % 10% $ 275,000
Surveying & Staking & Geotechnical % 5% $ 138,000
Construction Management/Staff % 10% $ 275,000
$ 688,000
$ 3,439,000
20% $ 688,000
$ 4,127,000
* All unit prices reflect 2024 costs.

CONTINGENCY

TOTAL PROJECT
Item No. Item Description
Project Total

SUBTOTAL (CONSTRUCTION)

SUBTOTAL (ENGINEERING AND CONSTRUCTION ADMINISTRATION)

SUBTOTAL COST
34 of 34 817
January 25
APPENDIX 4 CAPITAL PROJECT COST ESTIMATES
818
January 25
APPENDIX 5 CAPITAL PROJECT PRIORITIZATION
TABLE
819
820
CIP Prioritization 821
Path: P:\F\FONT00000121\0600INFO\GS\Maps\ProposedCapitalImprovementProjects.aprx Capital Improvement Project Prioritization Scores
All Areas of Study
Fontana
Alamo Dr
Day Creek Blvd Day Creek Blvd
Bluegrass Ave
Stoneview Rd
Wilson Ave
Altura Dr
Alvarado Pl
Dapple Dr
Melon Dr
Indian Wells Pl
John L. Golden
Day Creek
Vintage Dr
Sugargum St
Carob Ave
Banyan St
Day Creek Blvd
Arbor Ln
Hess Pl
Day Creek Blvd
Victoria
Gardens
Fire Station No.
3 Historic Winery
(Regina/Filippi)
Cultural
Center/Biane
Library
66 Day Creek Blvd
Juneberry Dr
Foothill
Marketplace
Concours St
6th St
Southern Pacific RR
Shea Center Dr
Santa Ana St
Union Pacific
Railroad
Up
Railroad
S Vintage Ave
S Vintage Ave
E Francis St
Universe Dr
Forest Service Rd Decliff Dr
Encino Ct
East Etiwanda Creek
East Ave
Etiwanda Ave
Etiwanda Ave
Etiwanda Ave
Daycreek Blvd
N Overlook Dr
23rd St
Amber Ln
Altura Dr
Arena Dr
Parke Cir
Stil wl ater Pl
W Wilson Ave
ilson Ave Wilson Ave
Summit
Intermediate
Etiwanda
Colony
Fire Station No.
6 210
Copley Dr
Victoria St
Pecan Ave
Carnesi Dr
N Victoria
Windrows Lo po
Highland Ave
Countrywood Pl
Blue Gum Dr
Arapaho Rd
Cherokee Rd
Laurel Blosso
m Pl
Fisher Dr
DiCarlo Pl
Pistache St
Plum
Way
Silver Sky Rd
Victoria
Park
Ln
East Ave
Etiwanda Ave
Banyan St
Etiwanda
15 W L bi erty
Pkwy
Miller Ave
Sutter Ct
Church St
Kew
Ave
Pecan Ave
Pinot Pl
Mosaic Dr Colonial Dr
Garcia Dr
East Ave East Ave
Baseline Rd
Victoria
Gardens Ln
Victoria Arbors
Park
Perdew
Etiwanda Depot
Chaffey-Garcia
House
Post Office
Police
Substation
Catch
Basin
66 66
Ilex St
Cottonwood Ave
Napa St
Ivy Ave
Chatham Dr
Hickory Ave
Flagstaff Dr
Joliet Dr
Cornwall Ave
Whittram Ave
Arrow Rte
Etiwanda Ave
Foothill Blvd
Kaiser Way
Transportation Way
Access Rd
Access Rd
Barrington Ave
Vip Rd
6th St
San Bernardino Ave
Valley Blvd
N
Etiwanda Ave
Com
merce Dr
4th St
Etiwanda Ave
Southern Pacific RR Union Pacific
10 10
Jasmine St
Com
merce Way
Com
merce Way
Santa Ana St
Valley Blvd
Slover Ave
N Etiwanda Ave
E Airport Dr
S Et wi anda Ave
Fontana
Gateway
Dahlia St
Industry Ave
Champagne Ave E Francis St Marlay Ave
Chablis Ave
Jurupa St
Jurupa Ave
S Etiwanda Ave
V
Inland Ave
enture
Dr
Latour Ln
Philadelphia Ave Philadelphia Ave Philadelphia Ave
Colonbero Rd
Woodley Ridge Dr
Decliff Dr
Summit Ave
Regina Dr
East Etiwa
nda
Creek
Wardman Bullock Rd
Crescenta Way
San Sevaine
Rd
Rid
geline
Pl
Crestline Pl
Aggazzotti Rd
Frost Dr
Johnston Pl
Cherry A
ve
Wilson Ave
Catch
Basin
210
15 15
Victoria St
Smokestone St
Raindrop Pl
Copley Dr
Fisher Dr
Gypsum Dr
Highland Ave
Cherry Ave
Banyan St
Westgate
E Liberty
P
kwy
W
Lincoln Loop Rd
E Lincoln Loop
Rd
Heritage Cir
W
Yosemite Loop Rd
E Grand
Ave Del Norte St
Marbella St
W Liberty Pkwy
W Liberty
Pkwy
Quail Ct
Rideout Ct
Pacific Electric Inland Empire Trl
Cherry Ave
Baseline Ave
Heritage
Intermediate
School
Village Of
Heritage
Burlington Northern and Sante Fe Railroad
66 66
Calabash Ave
Back Straight Rd
Ivy Ave
Owen St
Banana Ave
Almond Ave
W Perimeter Rd
Cherry Ave
Cherry Ave Cherry Ave
Whittram Ave
Arrow Rte Arrow Blvd
Foothill Blvd
Almond Ave
California Steel Way
Banana Ave
S Perimeter Rd
Iris Dr
Calabash Ave
W Perimeter Rd
San Bernardino Ave
Auto Club
Speedway
Kaiser Park
10 10
Business Dr
Santa Ana Ave
Banana Ave
Almond Ave Almond Ave
Calabash Ave
Calabash Ave
Slover Ave
Valley Blvd Valley Blvd
Cherry Ave
Mulberry Ave
Marlay Ave
Almond Ave
Calabash Ave
Calabash Ave
Chaparral Ave
Cabernet Dr
El Contento Ave
Hillcrest Dr
Jurupa Ave
Mulberry Ave
Cherry Ave
Cherry Ave
Shadow Park
Chaparral Park
Oak Park
Kaiser High
School
Southridge
Middle School
Green Vista Dr
Vintage Pl
Chablis
Ave
Hadley Dr
Tamarack Way
Weeping Willow Ln
Duncan Canyon Rd
Tahan Way
Brookside Ave
Coyote Canyon Rd
Foxborough Dr
Bridlepath Dr
Coyote Canyon
15 Lytle Creek Rd
Coyote Canyon
Rd
S Bridlepath Dr
Summit Ave
Summit Ave
Cherry
Ave
Fox Ridge Dr
Wrangler Dr
San Sevaine Rd
Tenderfoot
Dr
Deer Dr
Hawk St
Half Dome Dr
Roosevelt Dr
Reagan
Dr
Saddlepeak Dr
Beech Ave
Rosena Park
East
David W Long
Elementary
Summit Heights
Hunter's Ridge
Preston Dr
Hemlock Ave
San Sevaine Rd
Walnut St
Walnut St
Earhart Ave
Maine St Holiday Dr
Caroline St
Brant Dr
Curtis Ave
Larkstone St
Lytle Creek Rd
Rockwell Ave
Horizon St
Chantel Dr
Sierra Lakes Pkwy
Sierra Lakes Pkwy
Walnut Ave
Beech Ave
S Highland Ave
California
Landings
Beech Ave
Hilton Dr
Hemlock Ave
Hemlock Ave
Andrea St
Live Oak Ave
San Sevaine Rd
Plumrose St
Sandhurst St
Bar Harbor Rd
M
cGuire Ave
Sea Salt Ave
Miller Ave
Arosia Dr
Montanez St
Myrtle Pl
Beech Ave
Beech Ave
Sultana Ave
Begonia Dr
Village Pkwy
Miller Ave
Plumaria
Dr
Baseline Ave Rancho
Fontana
Morningside
66 Sultana Ave
Hemlock Ave
Redwood Ave
Redwood Ave
E ml Ave
Ceres Ave
Yucca Ave
Live Oak Ave
Live Oak Ave
Reseda Ave
Heather Ave
Valencia Ave
Country Ln
Seville Ave
Orchid St
Upland Ave
Ivy Ave
Merrill Ave
Whittram Ave
Beech Ave Beech Ave
Arrow Blvd
Foothill Blvd Foothill Blvd
Hemlock Ave
Randall Ave
Hibiscus Ave
Pine Ave
Redwood Ave
Elm
Ave
Sequoia Ave
Live Oak Ave
Mallory Dr
Athol St
Iris Dr Iris Dr
Rosemary Dr
Hunter St
El Molino St
El Molino St
Sultana Ave
Carmel St
Carob Ave
Robinia St
Fontana Ave
San Bernardino Ave
Beech Ave
Sequoia Middle
School
10 Union Pacific
10 Beech Ave Beech Ave
Hemlock Ave
Santa Ana Ave
Elm
Ave
E ml Ave
Redwood Ave Redwood Ave
Live Oak Ave
Live Oak Ave
Washington Dr
Boyle Ave
Boyle Ave
Manila St
Aliso Dr
Slover Ave
Valley Blvd
Southwest
Industrial Park
Beech Ave
Hemlock Ave
Live
Oak
Ave
Elm
Ave Elm
Ave
Village Dr
Coleen St
Canyon Crest Dr
Camellia Dr
L
oyola Ct
Redwood Ave
Jurupa Ave
Southridge
Plaza
Southridge Park
Southridge
Village
Weeping Willow Ln
15 15
Coyote Canyon Rd
Lytle
Creek
Rd
Duncan Canyon Rd
Citrus Ave
Agave Ave
Blue Iris St
Caterpillar Dr
Coyote Canyon
Park
Summit Ave Summit Ave
Summit Ave
Citrus Ave
Park House Dr
Edward Ave
Casa Grande Ave
Cypress Ave
Pine Leaf Ave
3 Mile Rd
Parkside Way
Magnolia Way
Delamar D r
Gardens St
Parry Peak Dr
Sierra Lakes
Golf Course
Fontana Park
Patricia Marrujo
Park
Summit High
School
Citrus Heights
North
Citrus Heights
South
210 210
Walnut St
Catawba Ave
Catawba Ave
Medinah St
Augusta Dr
Citrus Ave
Los Cedros Ave
Cypress Ave
Knox Ave Athena Dr
Maloof Ave
Allison Way
Oleander Ave
Plum St
Highland Ave
Almeria St
Jacaranda Ave
Curtis Ave
Tokay Ave
Walnut Ave
Cooper Ave
Sierra Lakes Pkwy
Citrus Ave
S Highland Ave
AB Miller High
School
Sierra Lakes
Cypress Ave
Almeria Ave
Chase Rd
Lime Ave
Oleander Ave
Abigail Pl
Virginia Dr
Elsa Ct
Riley Dr
Celeste Ave
Harvey Dr
Concord Ave
San Jacinto Ave
Jackson Dr Ja ckson Dr
Montgomery Ave
Barbee St
Reed Dr
Date Ave
Toyon Ave
Paine St
Miller Ave
Citrus Ave
Citrus Ave
Baseline Ave
Almeria Middle
School
66 66
Catawba Ave
Tokay Ave
Ceres Ave
Ceres Ave
Poplar Ave
Date St Date St
Seville Ave
L mi e Ave
Ivy Ave
Orange Way
Upland Ave
Valencia Ave
Citrus Ave
Merrill Ave
Almeria Ave
Fontana Ave
Foothill Blvd
Cypress Park
Catawba Ave
Dianthus Ave
Randall Ave
Poplar Ave
Date St
Hawthorne Ave
Mallory Dr
Mallory Dr
Athol St Athol St
Athol St
Pine Ave
Oleander Ave
Almeria Ave
Niagara Ave
Hunter St
Iris Dr
Iris Dr
Lime Ave
Lime Ave
Briarwood Ave
Grevillea St
Citrus Ave
Fontana Ave
San Bernardino Ave
Cypress Ave
Fontana High
School
Truman Middle
School
Citrus
Elementary
10 Oleander Ave
Poplar Ave Poplar Ave
Catawba Ave Catawba Ave
Aliso Dr
Santa Ana Ave
Washington Dr
Boyle Ave
Boyle Ave
Rose Ave
Tyrol Dr
Citrus Ave
Citrus Ave
Valley Blvd
Cypress Ave
Catawba Ave
Cypress Ave
Gala Ave Citrus
Ave
Windcrest Dr
Village Dr
Willow Dr
Oleander Ave
Jurupa Ave
Cypress Av
C
e
itrus Ave
Catawba Park
15 Lytle Creek
Rd
Sycamore Creek Dr
Bur Oak Rd
Sierra
Ave
Nealeys Corner
15 W Terra Vista Dr
Mango Ave
Linde Vista Dr
Palmetto
Ave
W Via Bello Dr Rima Dr
Yarrow Ln
Sierra Ave
N Riverside Ave
Clubhouse Dr
Colonial Dr
Wyndham Ln
Augusta
Dr
Escalon Dr
W Casa Grande Dr
Napa Valley Rd
Three Mile Rd
W Sunrise Dr
Summit Ave Summit Ave
N Mango Ave
La Sierra Dr
Mango Ave
Almaden Dr
Alder Ave
Sierra Ave Sierra Ave
210
Mango Ave
Kaiser Ave
Cambria Ave
Palmetto Ave
Sierra Ave
Walnut St
Augusta Dr
N Tamarind Ave
W Walnut Ave
Cerritos St
Fern St Fern St
Sierra Ave
W Casmalia St
Ruble Middle
School
Walnut Village
Tamarind Ave
Elaine Dr
Pa ml etto Ave
Malaga St
Malaga St
Mango Ave
Ramona Ave
Ramona Ave
Reed St
Reed St
Juniper Ave
Paine St
Paine St
Fairview Rd
Kempster Ave
Blanchard Ave
Micallef St
Fairfax St
Barbee St
Barbee St
Barbee St
Wabash Ave Wabash Ave
Miller Ave
Sierra Ave Sierra A
ve
Bill Martin Park
Metrolink
66 66
Tamarind Ave Tamarind Ave
Juniper Ave
Palmetto Ave
Pepper Ave
Sewell Ave
Ceres Ave
Ceres Ave
Owen St
Upland Ave
Bennett Ave
Nuevo Ave
Kaiser Ave
Seville Ave
Seville Ave
Ivy Ave
Ivy Ave
Orchid Dr
Vine St
Spring St
Rosena Ave
Chantry Ave
Sierra Ave
Arrow Blvd
Foothill Blvd
Civic Center
Veterans' Park
Seville Park and
Amphitheater
Fontana Middle
School
Fontana
Metrolink Plaza
Central
Fontana
Fontana
Tamarind Ave
Tamarind Ave
Pine Ave
Palmetto Ave
Marygold Ave
Randall Ave
Mango Ave
Athol St
Athol St
Tullock St
Holly Dr
Hibiscus St
Olive St
Hawthorne Ave
Emerald Ave
Pepper Ave
Tangelo Ave
Encina Ave
Mallory Dr
Acacia Ave
Manzanita Dr
Grevillea St
San Bernardino Ave
Sierra Ave Sierra Ave
Jack Bulik Park
Cypress
Elementary
School
Kaiser Hospital
10 Union Pacific
10 Tamarind Ave
Santa Ana Ave
Saffron St
Juniper Ave Juniper Ave
Production Ave
Bennett Dr
Boyle Ave
Valley Blvd
Slover Ave
Sierra Ave
Inland Empire
Center
Sycamore Hills
Elementary
Empire Center
Underwood Dr
Jurupa Ave
Juniper Ave
Volante
Dr
Tamarind Ave
Lacebark St
Eucalyptus St
Pear St
Sierra A
v
e
Jurupa Ave
Sierra
Ave
Obsidian
Rd
American Elm R
W
d
hite Ash Rd
Lapis
Ln
Quartzite Ln
Paakuma' Park
Lytle Creek Wash
Adler Ave
W Via Bello Dr
N Riverside Ave
Ethel Kucera
Middle School
W Casa Grande Dr
W Buena Vista Dr
N Linden Ave
Lowell St
Stonehurst Dr
W Coast Blvd
Summit Ave
N Maple Ave
W Summit Ave
Maple Ave
W Via Bello Dr
Banyon Ave
N Riverside Ave
N Locust Ave
Fergusson Park
Wilmer A Carter
High School
210
210
Vineyard Ave
Alder Ave
N Linden Ave
N Linden Ave
W Walnut Ave
Laurel Ave
Laurel Ave
W Bohnert Ave
Renaissance Pkwy
W Casmalia St
Locust Ave
Miro Way
Miro Way
Alder Ave
N Linden Ave
Laurel Ave
Spohn Ave
Williams Rd Williams Rd
Fairfax St
Fa W Victoria St
irview Dr
Barbee St Barbee St
Grace Ave
N Maple Ave
Grove Pl
Laguna Pl
Montgomery Ave
Farney Ave
Dumond Dr
Ramona Ave Maple Ave
Locust Av
A
e
lder Ave
W Base Line Rd
Miller Ave
Alder Middle
School
Metrolink
Granada Ave Granada Ave
Laurel Ave
Bonnie Ln
Citron Ave
Citron Ave
Spohn Dr
Upland Ave
Seville Ave
Dorsey Way
Ivy Ave
N Linden Ave
McCauley St
Maple Ave Maple Ave
Locust Ave
Merrill Ave
W Rialto Ave Alder Ave
Arrow Blvd
W Merrill Ave
Foothill Blvd W Foothill Blvd
Pine Ave
Evergreen Ln
Marygold Ave
Pinedale Ave
Randall Ave
Laurel Ave
Palm Ln
Hibiscus St
Athol St
Athol St
El Molino St
Filbert St
Linden Ave
Maple Ave
Alder Ave
Locust Ave
San Bernardino Ave
Union Pacific Railroad
10 Santa Ana Ave
Taylor Ave
Locust Ave
Linden Ave
Alder Ave
Mindanao St
Laurel Ave
Otilla St
Maple Ave
Ash St
Gregory St
Valley Blvd
Valley Blvd
Locust Ave
Slover Ave
Ayala Park
Walt
Zimmerman
School
Bloomington
High School
11th St
Alder Ave
10th St
Maple Ave
Birch St Birch St
9th St
Jurupa Ave
Jurupa Ave
7th St
Armstrong
Rd
Locust Ave
Kessler Park
Ruth O Harris
Middle School
Sandra Dr
Gail Dr
J C Rd
Armstrong
Rd
Verdemont Ranch Rd
Verdemont
Ranch
Rd
Glen Helen Regional P
Lytle Creek Wash
Institution Rd
N Riverside Ave
Sycamore Ave
N Orange Ave
N Cedar Ave
N Apple Ave
N
Apple Ave
N Palm Av
W Summit Ave e
N
Fillm ore Ave
Olive Ave
Ayala Dr
Trapp
Elementary
School
Sunrise
Christian
Elementary
School
W Casmalia St
N Arrowhead Ave
W La Gloria Dr
N Cedar Ave
W Bohnert Ave
Ayala Dr
W Casmalia St
Jerry Eaves
Park
Kolb Middle
School
N Fitzgerald Ave
W Rosewood St
N Beechwood Ave
W Grove St
N
Driftwood Ave
N Larch Ave
Mason St
N Brierwood Ave
N
Cedar Ave
W Base Line Rd
W Etiwanda Ave
Ayala
Dr
Renaissance
Center
Lorraine Pl
W 2nd St
S Larch Ave
N Larch Ave
S
Cedar Ave S
Cedar Ave
W Rialto Ave
W Merrill Ave
N
Cedar Ave
W Foothill Blvd W Foothill Blvd
S Larch Ave
W Alru St
Orchard St
W Mallory Dr
Magnolia St
Magnolia St
W Hawthorne St
Vine St
W Gr anada St
Olive St Olive St
Pomona Ave
Larch Ave
Spruce Ave
Grove Pl
Grove Pl
W Randall Ave
Cedar Ave
Bloomington Ave
S
Cedar Ave
10 Larch Ave
Otilla St
Spruce Ave
Santa Ana Ave
Maple Ln
Orange St
Valencia St
Manila St
Gregory St
Cedar Ave
Cedar Ave
Valley Blvd
Bloomington
U
p
Railro
ad
Jurupa Ave
12th St
7th St
Appaloosa Ln
6th St
13th St
Pepper St
4th St
8th St
Pine St
14th St
Oak St
5th St
Touche Dr
Cedar Ave
7th St
Green Acres
Memorial Park
Crestmore
Elementary
School
El Rivino Rd
Castellano Rd
Rouner Dr
Crestmore
Heights
San Sevaine Channel
Etiwanda Creek Channel
Summit Avenue Storm Drain
Nealey'
s Corner
Drain
Etiwanda
Spreading Grounds
Lytle Creek Wash
Riverside Groin #2, COE
Mulberry Channel
Henderson Channel
Riverside Groin #5, COE
Riverside Groin #3, COE
Riverside Groin #4, COE
Sa
n
Sevaine
Spreadi
n
g
G
ro
u
n
d
s
East Fontana Storm Drain
Lower Etiwanda Creek Channel
Hawker-Crawford
Channel
I-10 Channel
24th Street Storm Drain
Declez Channel
Highland Channel
West Fontana Channel
Cactus Channel
B-6

1.6 M-5B-A

1.6 DZ-8

1.8 C-6
3 D-1A
1 WG-3
1 A-3B
1 J-1A

3.6 H-0A
1 M-5-E

2.4 M-4

2.2 B-3

2.4 E-2

1.4 M-5D

4.2 SS-10

3.4 C-9
3 C-2

2.4 E-4

2.2 E-5

1.8 SS-1

2.2 A-0D

1.8 M-2
3 M-1

2.6 J-4

2.4 B-7

1.6 M-5G-A

2.6 B-2

2.4 M-3

2.2 WG-1
1 SS-6

1.8 B-5

1.6 B-1
2 A-0C

1.8 D-6C
1 SS-0
3 T-7A

2.4 M-5E-A

2.2 C-8A

2.6 F-1

3.2 M-5-A

2.4 HR-1
3 JH-1

1.6 A-4
1 A-1A
1 A-0

1.4 B-8

2.4 SR-4
3 SR-1

2.4 SS-9

2.4 C-5
3 M-5E-F

2.4 M-5E-D

2.8 M-5E-E

2.4 M-5E-C
3 T-7B

2.4 M-5E-B

2.2 M-2A

2.2 M-0

2.6 SS-7

2.2 A-1

1.4 F-4

4.4 J-1C
2 C-8

2.6 J-3A

2.4 G-2A

3.6 M-5A

2.4 A-2A

1.8 J-4A

2.4 J-4B
3 JH-2
1 M-1A

2.2 G-4A

1.6 D-6
1 G-6A

2.4 J-2A

1.8 T-1B
3 M-5B-C

1.6 A-2

1.8 M-3A

3.4 A-3A

1.8 M-5B-B

3.6 M-5G-C

2.2 M-5B-D

2.4 M-5G-B

2.6 C-7
3 D-7
1 G-1

1.6 SS-5

1.6 G-3

1.6 SS-2A-3

2.2 G-5

2.4 T-1A

3.6 T-6A

1.6 C-4

2.2 SS-11
3 T-6B

3.4 D-6B

1.4 F-1B
1 DZ-13

3.2 T-5B
1 DZ-4
1 DZ-15A

2.4 SS-8

2.2 J-1

2.2 DZ-9
1 DZ-11B

1.8 SS-9A

2.4 DZ-12

3.2 DZ-7

1.8 F-5A
3 DZ-14
2 DZ-11

3.6 A-0A

1.8 WG-2
1 T-8A
2 M-5C

2.8 F-1A
2 DZ-16A

1.6 SR-3
3 T-9

1.6 DZ-12A
1 T-8B

1.6 J-1B

1.6 DZ-14A

2.4 DZ-11A

1.8 G-2
SS-2A-2 3.6

2.2 B-5A

1.6 M-6C
3 T-8C

1.6 SS-0A

2.2 G-4
3 SS-0B

2.4 A-0B

1.8 M-7C

2.6 T-8D

1.6 M-5B-E

1.8 G-7

1.6 T-11
3 G-6

2.8 T-10

2.2 M-7D

2.2 F-2
1 F-3

2.4 A-3C
1 F-6
2 J-3
3 F-5

2.4 D-6A

1.4 T-0
3 M-5-B
3 M-5-C

3.8 T-7

2.4 C-0

1.6 M-7A

2.6 DZ-10

1.8 M-5G

2.2 M-6A

2.2 DZ-16

1.6 J-2

2.2 E-6

2.2 T-3

1.6 T-5

1.6 T-9A

2.4 C-8B

2.6 E-7
1 M-6D

2.6 M-5F-A

1.6 SR-2
3 T-6

3.2 M-7E

2.6 T-8
2 E-1
1 T-5A
1 T-2B

2.2 T-2C

2.6 E-3
1 T-2A

3.2 T-3A

1.4 T-4

1.8 SS-2D

2.6 T-5C

1.6 SS-2A-1

2.2 M-6B

2.2 M-5F
3 M-7B

2.8 H-0

1.6 A-3

1.8 M-5B

1.6 T-2

2.8 M-5H

3.2 SS-2A

2.2 M-5-D

2.4 E-0
1 G-0

1.6 M-5E
SS-2B 2.4

2.6 SS-2C

2.2 0 1,500 3,000 6,000 Feet
Map Disclaimer:

The data provided hereon may be inaccurate or out of date and any person or entity who relies on said information for any purpose whatsoever does so solely at their own risk.

Neither the City of Fontana nor any agency, officer, or employee or either nor of any information provider warrants the accuracy, reliability of timeliness of any of the data provided hereon.

THIS INFORMATION IS PROVIDED ‘AS IS’ WITHOUT WARRANTY OF ANY KIND INCLUDING BY WAY OF ILLUSTRATION AND NOT OF LIMITATION THE IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE OR NON-INFRINGEMENT.

REFER TO CITY OF RIALTO

MASTER PLAN OF
DRAINAGE, AREA 3-3
AOS Boundary
Fontana Sphere of Influence
Regional Flood Control Channels
Prioritization Scores

1.0 <2.0
<3.0
<4.0
<4.4

REFER TO CITY OF RIALTO

MASTER PLAN OF
DRAINAGE, AREA 3-3
Legend
822
CIP Prioritization Calculations 823
City of Fontana Master Plan
FONT-0121
CIP Prioritization Results
D-1A 1 1 1 1 1 1.0
D-6 1 1 1 1 1 1.0
D-6A 1 1 1 1 3 1.4
D-6B 1 1 1 1 3 1.4
D-6C 1 1 1 1 1 1.0
D-7 1 1 1 1 1 1.0
E-0 1 1 1 1 1 1.0
E-1 1 1 1 1 1 1.0
E-2 1 1 1 1 3 1.4
E-3 1 1 1 1 1 1.0
E-4 1 1 1 3 5 2.2
E-5 1 1 1 1 5 1.8
E-6 1 1 1 3 5 2.2
E-7 1 1 1 1 1 1.0
F-1 1 3 1 5 5 3.2
F-1A 1 1 1 2 5 2.0
F-1B 1 1 1 1 1 1.0
F-2 1 1 1 1 1 1.0
F-3 1 3 1 1 5 2.4
F-4 1 3 5 5 5 4.4
F-5 1 3 1 1 5 2.4
F-5A 1 1 5 1 5 3.0
F-6 1 3 1 3 1 2.0
G-0 1 3 1 1 1 1.6
G-1 1 3 1 1 1 1.6
G-2 1 3 5 1 5 3.6
G-2A 1 3 5 1 5 3.6
G-3 1 3 1 1 1 1.6
G-4 1 3 1 4 5 3.0
G-4A 1 3 1 1 1 1.6
G-5 1 3 1 1 5 2.4
G-6 1 3 1 3 5 2.8
G-6A 1 3 1 1 5 2.4
G-7 1 3 1 1 1 1.6
H-0 1 3 1 1 1 1.6
H-0A 1 1 1 1 1 1.0
J-1 1 5 1 1 1 2.2
J-1A 1 3 5 1 5 3.6
J-1B 1 3 1 1 1 1.6
J-1C 1 3 1 3 1 2.0
J-2 1 5 1 1 1 2.2
J-2A 1 3 1 2 1 1.8
J-3 1 5 1 1 5 3.0
J-3A 1 3 1 1 5 2.4
J-4 1 3 1 1 5 2.4
J-4A 1 3 1 1 5 2.4
J-4B 1 3 1 4 5 3.0
M-0 1 5 1 1 3 2.6
M-1 1 5 1 1 3 2.6
M-1A 1 5 1 1 1 2.2
M-2 1 5 1 1 5 3.0
M-2A 1 5 1 1 1 2.2
M-3 1 5 1 1 1 2.2
M-3A 1 5 5 1 1 3.4
M-4 1 5 1 1 1 2.2
M-5A 1 3 1 1 5 2.4
M-5-A 1 5 1 5 1 3.0
M-5B 1 3 5 2 5 3.8
M-5-B 1 5 1 2 1 2.4
M-5B-A 1 3 1 1 5 2.4
M-5B-B 1 3 1 1 5 2.4
M-5B-C 1 3 1 1 1 1.6
M-5B-D 1 3 1 1 1 1.6
M-5B-E 1 3 5 1 5 3.6
M-5C 1 3 1 1 1 1.6
M-5-C 1 5 1 2 1 2.4
M-5D 1 3 1 2 1 1.8
M-5-D 1 3 5 1 1 2.8
M-5E 1 5 5 1 5 4.2
M-5-E 1 3 1 1 5 2.4
M-5E-A 1 5 1 1 1 2.2
M-5E-B 1 5 1 1 1 2.2
M-5E-C 1 5 1 1 5 3.0
AOS 1 Project Prioritization
Project Name AOS # DS/US Priority Known Flooded Areas
Priority
Depth of Flooding
Priority
Road Hierarchy
Priority
Weighted Score
1 of 4 824
City of Fontana Master Plan
FONT-0121
CIP Prioritization Results
M-5E-D13511 2.8
M-5E-E13115 2.4
M-5E-F13115 2.4
M-5F15115 3.0
M-5F-A13111 1.6
M-5G15111 2.2
M-5G-A15113 2.6
M-5G-B15113 2.6
M-5G-C15111 2.2
M-5H15125 3.2
M-6A15111 2.2
M-6B15111 2.2
M-6C15115 3.0
M-6D15131 2.6
M-7A15113 2.6
M-7B15123 2.8
M-7C15113 2.6
M-7D15111 2.2
M-7E15131 2.6
SS-015115 3.0
SS-0A15111 2.2
SS-0B13115 2.4
SS-115111 2.2
SS-2A15111 2.2
SS-2A-115111 2.2
SS-2A-215111 2.2
SS-2A-315111 2.2
SS-2B15113 2.6
SS-2C15111 2.2
SS-2D15113 2.6
T-011515 3.0
T-1015111 2.2
T-1115115 3.0
T-1A13515 3.6
T-1B11515 3.0
T-213511 2.8
T-2A11525 3.2
T-2B11511 2.2
T-2C11513 2.6
T-313111 1.6
T-3A11113 1.4
T-411115 1.8
T-513111 1.6
T-5A11111 1.0
T-5B11111 1.0
T-5C11141 1.6
T-613513 3.2
T-6A13111 1.6
T-6B11553 3.4
T-713115 2.4
T-7A13115 2.4
T-7B13115 2.4
T-813113 2.0
T-8A13113 2.0
T-8B13111 1.6
T-8C13111 1.6
T-8D13111 1.6
T-913111 1.6
T-9A13115 2.4
WG-111111 1.0
WG-211111 1.0
WG-311111 1.0
2 of 4 825
City of Fontana Master Plan
FONT-0121
CIP Prioritization Results
DZ-10 2 1 1 1 5 1.8
DZ-11 2 3 5 1 5 3.6
DZ-11A 2 1 1 1 5 1.8
DZ-11B 2 1 1 1 5 1.8
DZ-12 2 3 5 3 1 3.2
DZ-12A 2 1 1 1 1 1.0
DZ-13 2 3 5 1 3 3.2
DZ-14 2 3 1 1 3 2.0
DZ-14A 2 3 1 1 5 2.4
DZ-15A 2 3 1 1 5 2.4
DZ-16 2 3 1 1 1 1.6
DZ-16A 2 3 1 1 1 1.6
DZ-4 2 1 1 1 1 1.0
DZ-7 2 1 1 1 5 1.8
DZ-8 2 1 1 1 5 1.8
DZ-9 2 1 1 1 1 1.0
JH-1 2 3 1 1 1 1.6
JH-2 2 1 1 1 1 1.0
SR-1 2 5 1 2 1 2.4
SR-2 2 5 1 1 5 3.0
SR-3 2 5 1 5 1 3.0
SR-4 2 5 1 1 5 3.0
SS-10 2 5 1 3 5 3.4
SS-11 2 5 1 1 5 3.0
SS-5 2 3 1 1 1 1.6
SS-6 2 3 1 2 1 1.8
SS-7 2 5 1 1 1 2.2
SS-8 2 5 1 1 1 2.2
SS-9 2 3 1 1 5 2.4
SS-9A 2 3 1 1 5 2.4
AOS 2 Project Prioritization
Project Name AOS # DS/US Priority Known Flooded Areas
Priority
Depth of Flooding
Priority
Road Hierarchy
Priority
Weighted Score
3 of 4 826
City of Fontana Master Plan
FONT-0121
CIP Prioritization Results
A-0 3 1 1 1 3 1.4
A-0A 3 1 1 1 5 1.8
A-0B 3 1 1 1 5 1.8
A-0C 3 1 1 1 5 1.8
A-0D 3 1 1 1 5 1.8
A-1 3 1 1 1 3 1.4
A-1A 3 1 1 1 1 1.0
A-2 3 1 1 1 5 1.8
A-2A 3 1 1 1 5 1.8
A-3 3 1 1 1 5 1.8
A-3A 3 1 1 1 5 1.8
A-3B 3 1 1 1 1 1.0
A-3C 3 1 1 1 1 1.0
A-4 3 1 1 1 1 1.0
B-1 3 3 1 1 3 2.0
B-2 3 3 1 1 5 2.4
B-3 3 3 1 1 5 2.4
B-5 3 3 1 1 1 1.6
B-5A 3 3 1 1 1 1.6
B-6 3 3 1 1 1 1.6
B-7 3 3 1 1 1 1.6
B-8 3 3 1 5 1 2.4
C-0 3 3 1 1 1 1.6
C-2 3 5 1 2 1 2.4
C-4 3 5 1 1 1 2.2
C-5 3 5 1 1 5 3.0
C-6 3 5 1 1 5 3.0
C-7 3 5 1 1 5 3.0
C-8 3 5 1 1 3 2.6
C-8A 3 5 1 1 3 2.6
C-8B 3 5 1 1 3 2.6
C-9 3 5 1 1 5 3.0
HR-1 3 5 1 1 5 3.0
AOS 3 Project Prioritization
Project Name AOS # DS/US Priority Known Flooded Areas
Priority
Depth of Flooding
Priority
Road Hierarchy
Priority
Weighted Score
4 of 4 827
January 25
APPENDIX 6 DETENTION BASIN POLICY AND DESIGN

CRITERIA
828
Detention Basin Policy and Design Criteria 829
1 DETENTION BASIN POLICY AND DESIGN CRITERIA
A. DETENTION BASIN POLICY

1. GENERAL
New development may increase flood hazards to downstream properties unless adequate drainage facilities are provided to mitigate potential drainage problems.

The most desirable mitigation of potential drainage problems is the construction of street improvements and/or permanent drainage facilities to convey the increased drainage flows generated by the development.

The drainage facilities and/or street system should be connected to an ultimate drainage system and, if possible, the drainage system should be designed and constructed as part of the City's comprehensive storm drain plan.

Detention basins are often used as a part of the regional flood control system or as a temporary part of the local, ultimate drainage system. A regional detention facility is normally used to decrease and/or regulate downstream drainage flows, decrease the size of downstream drainage systems, or to provide for water conservation. Regional detention basin are normally constructed as a part of the City of Fontana system or are basins that can be incorporated into the Flood Control's District's existing or proposed drainage system.

Except for regional detention basins and water conservation basins, detention basins will not normally be permitted as a permanent part of the ultimate drainage system. This is due to the relatively high maintenance factors, nuisance factors, potential safety hazards, and the general lack of equipment and expertise of the City in maintaining such basins.

Except for joint use basins, at locations where such joint use is practical and desirable, and regional basins are described above, the use of permanent detention basins will not normally be permitted. The use of interim, local detention basins is discussed below and conditions for the use of the basins are provided.

Definitions of regional, local, interim and joint use basins are provided in Section B.1, “Detention Basin Design Criteria."
830
2 2. USE OF INTERIM LOCAL DETENTION BASINS
In the event it is shown to be uneconomical or otherwise impractical to connect to an existing portion of the ultimate drainage or flood control system, the use of interim, local detention basins will be permitted. Local detention basins are difficult to monitor, expensive to maintain, any may become a public nuisance. Therefore, interim detention basins shall only be used when the following conditions are met:
a. In the opinion of the City Engineer, the construction of an ultimate drainage system to serve the development is not economically feasible or practical. b. The interim basins can be demonstrated to adequately mitigate downstream drainage flows.
c. Sufficient detailed data to ensure their feasibility shall be provided prior to Planning Commission approval.
d. A maintenance and inspection program for the detention basins shall be established for each development Funding shall be assured until such time as the ultimate drainage system can be constructed.
e. Sufficient design information and details shall be provided to show that the interim basins can be removed in the future and the development drainage system can be integrated into the ultimate drainage system unless this condition is waived by the City Engineer.

3. USE OF JOINT USE DETENTION BASINS
Joint use basins shall be utilized only in those conditions where it is shown to be uneconomical or otherwise impractical to construct or connect to an existing portion of the ultimate drainage system, and a beneficial joint use for the facility can be demonstrated.

The same general conditions listed in Section A,2 above shall be met. If the joint use basin is to be considered a permanent facility, Section A,2,e, will not be necessary.

The basin shall be site specific and shall be approved by all agencies involved. 831
3 B. DETENTION BASIN DESIGN CRITERIA
The following design parameters and criteria are provided as guidelines to ensure proper detention basin design, construction and operation. When absolutely necessary and dependent upon site conditions, these guidelines may be modified if approved in writing by the City Engineer. An engineering report will be necessary to justify and support any modifications.

1. DEFINITIONS
a. Regional Detention Basin
1) A basin which can be incorporated into the City of Fontana’s existing or proposed drainage system,
2) Basin owned and operated by the City of Fontana, although it may be joint use, and
3) A basin which will reduce the downstream peak flow rate and the necessary downstream storm drain size.
b. Local Detention Basin
1) A basin which will not be incorporated into the City of Fontana's existing or proposed drainage system,
2) A basin owned by an individual or organization other than the City of Fontana, and
3) A basin which will reduce the downstream peak flow rate, but will not be considered in downsizing future downstream
storm drains.
c. Joint Use Detention Basin
A regional or local detention basin which has an additional use such as football field, parking lot, golf course, lake, etc. d. Temporary Detention Basin
1) A local detention basin used to reduce downstream peak flow rates until ultimate storm drain facilities can be constructed as part of a phased development, and
832
4 2) Generally, the life of the basin shall not exceed 10 years. e. Design Criteria
Regional detention basins are assumed to be a part of the regional drainage system and, therefore, will be incorporated into the District drainage system.

All regional detention basins will be designed in accordance with the City of Fontana's "Detention Basin Design Criteria.”
Local temporary and joint use basins shall be designed in accordance with these standards.

2. BASIN CAPACITY AND OUTLET DRAIN
a. When a basin is to be used to mitigate downstream impacts due to increased flows generated by a development, the basin capacity and outlet size shall be such that the post-development peak flow rate generated by the development shall be less than or equal to 90% of the pre-development peak flow rate from the site for all frequency storms up to and including 100-year.
1) Only 2, 10, 25 and 100-year storms need to be analyzed. 2) Additional studies shall be submitted where there exists more than one basin in the drainage area under review. The studies shall address the timing of the peak flow rates from the basins to ensure downstream flow rates are not increased. b. When a basin (generally regional or regional joint use) is to be used to reduce the size of a master planned downstream drainage facility, the basin capacity and outlet size shall be such that the 100-year basin peak overflow rate is not greater than the downstream facility's design capacity.
1) If the basin outlets channel, open channel design capacities shall be per the City of Fontana criteria and policy. A permit from the City of Fontana will be required.
2) Pressure flow closed conduits shall be designed such that the hydraulic grade line is below the ground or street surface. In those reaches where no surface flow will be intercepted (now or in the future), a hydraulic grade line which encroaches on 833
5 or is slightly higher than the ground or street surface will be acceptable.
3) Non-pressure flow closed conduit capacities shall be based on a flow depth no greater than 0.8 times the conduit
diameter or height.
c. Where downstream erosion is a major concern, the duration of erosive flow velocities for all frequency storms shall not be substantially increased unless other forms of mitigation are provided. This can be accomplished by reducing the peak flow rate further than that required above. Refer to "Handbook of Hydraulics” by Horace Williams King and Earnest F. Brater; and "Open Channel Hydraulics" by Ven Te Chow, Ph.d., for erosive flow velocities. In cases such as this, special studies and design may be required. d. When there exists a potential for debris entering the basin, the basin capacity shall be increased or a desilting basin provided to accommodate the debris production generated from a 100-year storm four years after a burn (over the entire watershed), plus 20% due to maintenance uncertainties.
1) For all basins where a significant amount of debris
accumulation is anticipated, a debris disposal area or areas may be required.
2) "A New Method of Estimating Debris-Storage Requirements for Debris Basin" by Fred E. Tatum of the U.S. Army Corps of Engineers shall be used for determining the 100-year debris volume.
3) The basin capacity for local detention basins fed by natural drainage courses or earth channels with undeveloped
watershed less than 0.5 square mile shall be enlarged to handle an additional five years of accumulated annual debris based on the attached Figure 1. For basins fed by natural drainage courses with watersheds larger than 0.5 square mile, a special debris study may be necessary, or a regional detention basin shall be utilized.
4) The basin capacity for detention basins located in watersheds known to have a high risk of burning shall be increased as determined by the City Engineer.
834
6 e. Outlet Drain
1) The outlet pipe for all basins except temporary basins shall be a minimum 24-inch RCP (1,350 D minimum) for local
basins. The outlet pipe or conduit shall be encased with cutoff collars per the "Los Angeles County Flood Control Design Manual - Debris Dams and Basins,” or designed per "Section 242, Cut-and-Cover Conduit Detail" of the Bureau of
Reclamation's publication "Design of Small Dams."
2) Reinforced concrete collars generally from 2 to 3 feet high, 12 to 18 inches wide, and spaced from 7 to 10 times their height shall be provided.
3) All joints for pipes not encased shall be rubber gasketed. 4) The pipe shall be capable of withstanding H2O live loads plus the applicable dead loads.
5) Erosion control measures shall be provided at the outlet of the basin outlet pipe.
6) Temporary basin outlet pipes may be a minimum 24-inch CMP, 12-gauge with seep rings. Design considerations shall be as stated above.
7) A metered outlet structure may be necessary to provide the necessary flow attenuation for all frequency storms. 'V' shaped weirs and notched weirs are preferred over other alternates because they do not plug with debris and trash as easily as other designs. This condition may be waived on a case-by-case basis by the City Engineer, depending upon severity of drainage problems.
8) All detention basin outlets should be sized so the basin will drain within 24 hours after the basin reaches its 100-year peak depth/volume. If the basin does not drain in 24 hours, further studies using longer duration storms will be
necessary. The basin storage volume (capacity) may need to be increased to accommodate subsequent storms.
9) Trash racks shall be provided at the inlet to the basin outlet structure(s).
835
7 10) Where warranted, and at the discretion of the City Engineer, a depth gauge shall be provided on the basin outlet structure in order to monitor debris deposition and basin operation. 11) Anti-vortex devices shall be provided where warranted. f. Analysis Methodology
1) Pre-development and post-development peak flow rates shall be developed during the procedures outlined in the San
Bernardino County Hydrology Manual, except as modified
below. The input parameters (procedures) described in the manual shall be modified as follows when calculating the predevelopment peak flow rates:
a) 10-year peak flow rates shall be calculated using 5- year rainfall,
b) 25-year peak flow rates shall be calculated using 10- year rainfall, and
c) 100-year peak flow rates shall be calculated using 25- year rainfall, and AMCll.

The basin outflow shall be metered to 90% of the calculated pre-development peak flow rates. The post-development
peak flow rates to the basin shall be calculated in accordance with the County Hydrology Manual.
2) Basin inflow hydrographs shall be developed using the procedures outlined in the San Bernardino County Hydrology Manual, as modified.
3) Basin outflow hydrograph routing shall be developed by the Modified Puls Method.
4) Channel hydrograph routing shall be calculated by the convex channel routing methods or by moving the hydrograph
utilizing travel time.
836
8 g. Small Watersheds Detention Basin Policy
1) For detention basins intended to serve developments of 2 acres or less that have native soils with Hydrologic Soils Group A, basin size and outlet pipe requirements above may be modified as follows:
a) An outlet pipe as required in Basin Policy 2.e is not required.
b) The basin shall capture 100% of runoff from the
beginning of a storm to the time the runoff is less
than allowable maximum runoff in a 100-year event
24-your duration storm. See the illustration below.

When the detention basin is combined with a water
quality basin (BMP) obtain the extra volume for
detention by increasing the square footage for
infiltration such that the ponded depth limit as
determined in the WQMP is not exceeded. For these
smaller projects, the basin (or chamber) only needs
to contain the higher of the DCV as determined in
the WQMP or the volume determined in the method
for described herein.
837
9 3. WATER SURFACE ELEVATION AND DEPTH
a. Local and Temporary Basins
1) Generally, no more than 50% of the basin's 100-year storage depth should be above existing ground, i.e., 50% or more of the 100-year minimum storage depth must be below the
lowest ground outside basin. When feasible, the 100-year design water surface elevation should be at or below existing natural ground.
2) The basin's maximum water depth for 100-year design should be 8 feet or less. Reference is made to 3,a(3) and 3,b(2) below.
3) When site conditions warrant and safety can be assured, the above depth requirements may be modified if the following conditions are met:
a) The detention basin is designed in accordance with the Los Angeles County Flood Control District's "Design
Manual - Debris Dams and Basins."
b) The basin embankment is designed and constructed of
material or has a solid core which does not allow
seepage or piping to occur due to rodent holes.
b. Regional Basins
1) Depths shall be as approved by the City of Fontana and the basin shall be designed in accordance with District Detention Basin Design Criteria.
2) Basins with embankment heights greater than or equal to 25 feet and capacity greater than or equal to 15 acre-feet, or a capacity greater than or equal to 50 acre-feet and a height greater than or equal to 6 feet, shall be reviewed and
approved by the State Division of Safety of Dams.
(See Figure 2)
c. Joint Use Basins
1) Depths should be shallow and compatible with the secondary use.
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10 2) The allowable depth in most cases will be site specific and shall be approved by all agencies involved.

4. EMERGENCY SPILLWAY
a. All detention basin spillways shall be designed to pass the fully developed 1,000-year peak flow rate (Q = 1.35 Q100 = 2.11 Q10). b. Spillway outflows shall be adequately conveyed to a storm drain, drainage channel, street or an established watercourse. c. Generally, all spillway structures shall be constructed of reinforced concrete. For temporary detention basins. the spillway may be constructed with grouted rock or other forms of approved protection designed to resist maximum design velocities. The spillway may be waived tor small temporary basins at the discretion of the City Engineer.
d. When the spillway crest is more than 3 feet above the flowline of the facility the spillway outlets into, the spillway shall be constructed of reinforced concrete.
e. Generally, the spillway crest shall be at or above the basin's design 100-year high water line (HWL).

5. FREEBOARD TO THE TOP OF EMBANKMENT
a. Local and temporary basins shall have a minimum 1-foot of freeboard above the 1,000-year HWL on the emergency spillway of 2 feet of freeboard above the 100-year HWL in the basin, whichever is more stringent.
b. Joint use basins shall conform to the applicable local or regional freeboard requirements.

6. BASIN EMBANKMENT
a. Basin side slopes should be 3:1 or flatter on the wet side and 2:1 or flatter on the dry side. Steeper slopes may be acceptable on a caseby-case basis if rock lined and recommended in the soils and geotechnical report.
839
11 b. Top Width of Levee
1) Regional and local basins - 15 feet minimum*
2) Joint Use - site specific
3) Refer to Section 9,c
*It may be possible to deviate from minimum for Temporary Detention Basins.
c. For design of the embankment abutments and adjacent slopes, a soils and geotechnical report shall be prepared by a soils and geotechnical engineer with a demonstrated expertise in earth fill dam design. The report shall include:
1) Site geology, including bedding, foliation. fracture, joint, fault, and landslide plan attitudes.
2) Seismic conditions, including fault locations and potential seismic surface movements respective loadings and
parameters of seismic shaking.
3) Potential impact of reservoir loading on geologic structure should be evaluated.
4) Detailed descriptions, locations and logs of all field explorations.
5) Field and laboratory tests and analysis descriptions and results.
6) Groundwater table elevation and analysis of near surface groundwater movement.
7) Recommended design parameters including, but not limited to, the following for the dam and its natural abutments and slopes adjacent to reservoir areas:
a) Lateral earth loadings
b) Shear strengths
c) Bearing capacities
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12 d) Permeability
e) Slope stability analysis when saturated and during
rapid drawdown conditions
f) Sieve analysis
g) Sand equivalents
h) Liquefaction analysis and, if appropriate, mitigation i) Seismic Seiche analysis
j) UBC Chapter 70
8) Special design and construction recommendations including, but not limited to, the following:
a) Foundation preparation requirements
b) Suitability of materials for embankments (gradation, sand equivalent, etc.) and abutments
c) Compaction methods and minimum requirements
d) Seepage and piping control provisions
e) Potential for settlement
f) Seismic considerations
g) Minimum design factors of safety are:

Without Seismic With Seismic
Embankment, Abutment 1.5 1.1
& Adjacent Slope
Stability
Seepage – Piping 1.5 --
h) Necessity of impervious core or shear key
i) Erosion control of abutments
841
13 d. Basins not meeting the depth and side slope requirements set forth previously shall be designed in accordance with the Los Angeles County Flood Control District's “Design Manual – Debris Dams and Basins.”

7. BASIN FLOOR
a. A low flow channel shall be provided from the basin inlet(s) to the basin outlet.
1) Where basin slopes exceed 2% or produce erosive flow velocities, the low flow channel should be protected from erosion with reinforced concrete, rock lining, or other form of approved erosion protection.
2) Joint Use Basins
a) A low flow channel or conduit should be provided to
conduct minor flows around the dual use facilities
wherever possible. Low flow channels may not be
necessary for parking lot basins or other similar joint uses.
b) Low flow channel may be grass lined if there exists a maintenance program which included mowing and
maintenance of turf in good condition, and velocities
of flow through the various stages of discharge are low enough to be nonerosive.
b. Earth basin floors shall slope at a minimum 0.5% grade to the low flow channel.
c. Earth basin floors shall have a minimum grade of 0.5% from the inlet to the outlet unless waived by the City Engineer.

8. INLET STRUCTURE
a. Where storm drains enter the basin, energy dissipaters and/or erosion protection shall be provided.
b. Where natural drainage courses or channels enter the basin, some form of invert stabilization, such as reinforced concrete or grouted stone spillway, shall be provided.
842
14 c. Energy dissipaters may be required when the inletting flow velocities exceed 5 fps.
d. Inletting storm drains shall be a minimum 24-inch RCP (1,350 D).

9. ACCESS
a. Access to the detention basin area shall be provided by a roadway from a public street or public access to the parcel upon which the basin is constructed. The roadway shall have a minimum width of 15 feet.
b. Access shall be maintained under all weather conditions. c. If the basin is isolated or not located adjacent to roadways, a 15- foot wide roadway shall be provided along the top of embankment.

The intent of this criteria is to have continuous access around and to the basin for maintenance purposes. Under certain circumstances where it can be shown the recommended top width is not necessary for structural safety and maintenance, the criteria may be modified. 1) If access across the spillway is not provided, turnarounds or other adequate access as necessary for maintenance shall be provided on both sides of the spillway.
2) If there exists adequate access for maintenance, this requirement may be amended.
d. A 15-foot wide access ramp shall be provided to the basin floor. The width may be reduced to 10 feet for temporary detention basins. e. The maximum roadway or access ramp slope shall be 10% unless the roadway is paved. If the roadway or access ramp is paved, the maximum slope shall be 12%. The ramp slope may be between 10% and 15% for temporary detention basins.

10. FENCING
a. All basins shall be fenced with 6-foot chain link fencing per Caltrans standards or other approved barrier unless otherwise approved by the Engineering Department. Joint use basin fencing will be site specific and must meet the needs of all agencies utilizing the basin. 843
15 b. Access to the basins shall be gated and locked.

11. RIGHTS-OF-WAY
a. Sufficient rights-of-way shall be provided for the construction and economical maintenance of the basin(s), including all fill and cut slopes, and shall include sufficient area to provide for an access road from a dedicated public street to the basin.
b. Regional basins shall be dedicated to the District or other appropriate agency in fee title.
c. Local, temporary, and joint use basins shall be covered by an adequate drainage easement.

12. REFERENCES TO BE USED IN DESIGN
"A New Method of Estimating Debris - Storage Requirements for Debris Basins”:

Tatum, U.S. Army Engineer District, Los Angeles, CA, 1963 "Design of Small Dams,” U.S. Bureau of Reclamation, 1977 "Handbook of Hydraulics," King and Brater, McGraw Hill Book Company, Latest Edition
"Los Angeles County Flood Control Manual - Debris Dams and Basins,” Los Angeles County Flood Control District
"Open-Channel Hydraulics," Ven Te Chow, Ph.d., 1959
“San Bernardino County Hydrology Manual,” San Bernardino County, 1986 “San Bernardino County Hydrology Manual, Addendum” San Bernardino County, 2010
"San Bernardino County Standards and Specifications,” San Bernardino County Department of Transportation/Flood Control/ Airports
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16 C. DETENTION BASIN MAINTENANCE FINANCING MECHANISM AND POLICY

1. GENERAL
Maintenance responsibilities and related financing mechanism for detention basins, including joint use facilities, must be contained in the conditions of approval of each development. Detailed requirements must be included which would indicate the procedure to be followed, identification of responsible entity, and funding requirements for facilities construction, operation and maintenance.

The joint use of detention basins is recommended where compatible uses and adequate maintenance can be assured. However, the approval of any joint use activity within detention basins must be contingent upon obtaining funding for ongoing operation and maintenance.

The lack of adequate maintenance is considered the most significant problem in the use of detention basins. Detention basins characteristically require more maintenance than do other storm drainage or flood control facilities. The proper functioning of the facility is also much more sensitive to proper maintenance.

Adequate maintenance, including periodic inspection, debris removal, weed control, rodent and vector control and repairs, is essential to the successful use of the basins.

Maintenance costs for basins are variable and can be relatively high. Therefore, adequate funding dedicated solely for basin maintenance is important.

There are a number of methods available for generating funds necessary to pay for operation and maintenance of detention basins. Projects can be financed by some combination of resources and funding techniques. Following is a list of general funding mechanisms and techniques that can be used for the operation and maintenance of detention basins.

It is assumed all regional detention basins that area part of the City of Fontana's channel system will be maintained by the
City. Therefore, the basin maintenance mechanism discussed herein is for local detention basins.

2. MAINTENANCE AND OPERATION FUNDING MECHANISMS
a. Developer Cash Deposit
The developer would establish a maintenance fund with a lump sum cash deposit. The maintenance fund to be established should be based on the rate of return on investment and the rate of inflation 845
17 as established annually. The fund would be equal to the present worth of the annual maintenance cost for economic life of the facilities. The present worth of the inflated cost of each annual maintenance cost will be treated as a single payment in determining the amount of the fund. The following presents the procedure for establishing the detention basins maintenance fund:
1) Estimate average annual maintenance costs at current year value.
2) Determine maintenance cost for each year in the future for the 50-year economic lite of the project. Maintenance cost will be increased each year by the adopted rate of inflation. 3) Determine the present worth of each year's maintenance cost at the established rate for return on investment.
4) The value of the maintenance fund will equal the sum of the present worth of each of the maintenance costs. The
maintenance fund to be established for drainage should be based on the rate of return on investment and the rate of inflation as established annually by the State of California, Department of Water Resources, in the preparation of their annual project update bulletin titled "Management of the California State Water Project.”
b. Mello-Roos (Community Facilities Act of 1982)
A Mello-Roos Special Tax District can be established by two-thirds vote of the landowners (when there are 12 or fewer registered voters) to construct and maintain detention basins. The annual tax rate is established for a given period of time necessary to pay off bonded indebtedness for the cost of constructing the detention basin and maintaining it for the life of the tax/bonds. The life of the tax is usually no more than 20-25 years. The tax rate can be reduced, but not increased.

Mello-Roos provides for establishment of a special tax which may be levied on the area within the district for the purpose of supporting the issuance of bonds or to otherwise pay the project costs as they are increased. If there are more than 12 registered voters, the election will be by voters.
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18 c. Homeowners Association
Homeowners Association and other private ownerships are methods often used to maintain facilities after initial construction. This technique is used often for large, open space areas or recreational facilities for residential development where the common areas of the facilities are owned and maintained by the Association. Local governments, however, often express dissatisfaction with the level of expenditures and effort set forth by Homeowners Associations.

The concern over the performance of a Homeowners Association to adequately provide required maintenance is especially true in the maintenance of detention basins. The basins are generally not a prominent feature of the common areas and the maintenance is capital intensive and technically complicated.
d. Assessment District
Assessment district financing utilizing a combination of 1911/1913/1915 processes can be used to construct the detention basin and also to operate and maintain the basin through the life of the bond payoff which is normally limited to 20 years. Maintenance can only be paid for by this method if an assessment district is formed to fund the cost of construction. The formation of t1e district is approved by the City. The district will be denied if there is a majority protest of the property owners to be assessed at a public hearing. The cost of constructing and maintaining the basin is added as an annual charge to the owner's property tax bill. This method will not increase the initial price of the single family home, commercial building, etc. An alternative method would have to be established to take effect alter pay off of the bonds. There is no administrative agency (such as with a service area of improvement zone) to deal with the operation and maintenance of facilities constructed by the assessment district process. The maintenance process would have to be established at the time of selling the bonds by a contractual agreement to ensure maintenance of the facilities for the bonding period. There would be limited flexibility to accommodate changes in conditions over the length of the bond payoff. An assessment district cannot be used to finance the maintenance and operation of parks and recreation facilities. 847
19 3. DETENTION BASIN MAINTENANCE POLICY
a. Local Basins - Private Ownership
The design of the private basin shall be done such that it will not be subject to failure and the design shall be reviewed and approved by the City in accordance with its standards and policy.

Those basins which are an integral part of a private development, such as a parking lot, athletic field or a park, shall be owned and maintenance by the private property owners.

It will be necessary for the City to inspect the construction, annually inspect the facility, and inspect the facility after storm events to ensure it is being properly maintained.

The private property owner shall be responsible for constructing the basin(s) and operating and maintaining the basin(s) thereafter. Funding for the facility maintenance shall be insured through a case trust fund in the name of the City with yearly interest less inspection fee provided to the Homeowners Association or the property owner, either of which will be responsible for the maintenance.

A drainage maintenance district or other acceptable public financing shall be established to operate and maintain the joint use facility. Public financing shall be implemented only in the event the cash trust is exhausted due to unforeseen costs.
b. Local Basins - Public Ownership
Any local basin that is not an integral part of a private development will be owned and operated by the City. A cash trust to create a sinking fund shall be provided by the development and held by the City for the maintenance and inspection of the basin.

A drainage maintenance district or other acceptable public financing to the City shall be established to operate and maintain the facility. Public financing shall be implemented only in the event the cash trust is exhausted due to unforeseen costs.
c. Regional Basins
Regional flood control detention basins will be owned and operated by the City of Fontana.
848
20 It may be necessary to fund the operation, maintenance and inspection of new regional basins by either method listed above under public ownership of local basins.

The operation, maintenance and inspection of new regional basins shall be accomplished by coordination and negotiation with the City of Fontana. 849
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RESOLUTION NO. 2025-013

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF FONTANA,

CALIFORNIA, FINDING THAT THE UPDATE CITY OF FONTANA SEWER

MASTER PLAN IS NOT SUBJECT TO THE CALIFORNIA
ENVIRONMENTAL QUALITY ACT AND APPROVING THE UPDATE.

WHEREAS, the City of Fontana ("City") is a municipal corporation duly created, established and authorized to exercise its powers under and pursuant to the Constitution and the laws of the State of California; and
WHEREAS, Article XI, Section 7 of the California Constitution gives cities the power to create and enforce local laws that are not in conflict with state or federal laws; and
WHEREAS, California Government Code Section 66000 et seq. sets forth the framework for a city to levy development impact fees; and WHEREAS, California Government Code Section 66002 authorizes a city to adopt a capital improvement plan that indicates the approximate location, size, time of availability, and estimates the costs for all facilities and improvements to be financed with development impact fees; and
WHEREAS, on the 16th day of July, 2002, the City adopted its latest sewer master plan update though Resolution No. 2002-111; and
WHEREAS, since 2002, changes in the land use element of the City's General Plan have occurred along with increases in density and population resulting in a need for capital improvements to the City's sewer facilities; and WHEREAS, in July 2024, the City has prepared a proposed sewer master plan update (“Update”) to provide a basis for adopting development impact fees for new sewer facilities, making improvements to existing sewer facilities, and prioritizing such facility improvements, none of which can proceed prior to compliance with the California Environmental Quality Act (Pub. Resources Code, §§ 21000 et seq.) ("CEQA"); and WHEREAS, City staff has determined that approval of the Update is exempt from environmental review pursuant to CEQA because it is not a “project” as defined in section 15378(b)(4) of the California Code of Regulations, which provides that a project for purposes of CEQA does not include “[t]he creation of government funding mechanisms or other government fiscal activities, which do not involve any commitment to any specific project which may result in a potentially significant physical impact on the environment.”; and
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Resolution No. 2025-013
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WHEREAS, the Update is consistent with the City's General Plan and is necessary to protect the health, safety and welfare of the citizens of the City; and WHEREAS, the City intends to adopt the Update to keep its sewer master plan current and in line with the needs of the City.

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Fontana, California, as follows:

Section 1. Recitals. The above recitals are true, correct and incorporated herein by this reference.

Section 2. CEQA. The City Council has determined that the Update is exempt from environmental review pursuant CEQA because it is not a “project” as defined in section 15378(b)(4) of the California Code of Regulations, which provides that a project for purposes of CEQA does not include “[t]he creation of government funding mechanisms or other government fiscal activities, which do not involve any commitment to any specific project which may result in a potentially significant physical impact on the environment.” Section 3. Compliance with General Plan. The City Council of the City of Fontana hereby finds that adoption of the Sewer Master Plan Update is consistent with the City of Fontana's General Plan because it furthers the objectives and policies of the General Plan by identifying needed public facilities to accommodate the growth identified in the City’s General Plan.

Section 4. Adoption of the Update. The City hereby adopts the 2023 Sewer Master Plan Update attached hereto and incorporated herein by this reference.

Section 5. Notice of Exemption. The City Council directs staff to file a notice of exemption with the County Clerk of San Bernardino within five (5) working days of the date of this Resolution.

Section 6. Severability. If any provision of this Resolution or the application of any such provision to any person or circumstance is held invalid, such invalidity shall not affect other provisions or applications of this Resolution that can be given effect without the invalid provision or application, and to this end the provisions of this Resolution are severable. The City Council declares that it would have adopted this Resolution irrespective of the invalidity of any particular portion of this Resolution.

Section 7. Certification. The City Clerk shall certify to the adoption of this Resolution.

Section 8. Effective Date. This Resolution shall become effective immediately. 851
Resolution No. 2025-013
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APPROVED AND ADOPTED 25
th day of February, 2025.

READ AND APPROVED AS TO LEGAL FORM:
_______________________________
City Attorney
I, Germaine Key, City Clerk of the City of Fontana, and Ex-Officio Clerk of the City Council, do hereby certify that the foregoing resolution is the actual resolution duly and regularly adopted by the City Council at a regular meeting on the 25th day of February 2025, by the following vote to wit:

AYES:

NOES:

ABSENT:

ABSTAIN:
_______________________________
City Clerk of the City of Fontana
_______________________________
Mayor of the City of Fontana
ATTEST:
_______________________________
City Clerk
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RESOLUTION NO. 2025-014

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF FONTANA,

CALIFORNIA, FINDING THAT THE UPDATE TO THE CITY OF FONTANA

STORM DRAIN MASTER PLAN IS NOT SUBJECT TO THE CALIFORNIA ENVIRONMENTAL QUALITY ACT AND APPROVING THE UPDATE.

WHEREAS, the City of Fontana ("City") is a municipal corporation duly created, established and authorized to exercise its powers under and pursuant to the Constitution and the laws of the State of California; and
WHEREAS, Article XI, Section 7 of the California Constitution gives cities the power to create and enforce local laws that are not in conflict with state or federal laws; and
WHEREAS, California Government Code Section 66000 et seq. sets forth the framework for a city to levy development impact fees; and WHEREAS, California Government Code Section 66002 authorizes a city to adopt a capital improvement plan that indicates the approximate location, size, time of availability, and estimates the costs for all facilities and improvements to be financed with development impact fees; and
WHEREAS, on 6th day of October 1992, the City adopted its latest storm drain master plan update through Resolution No. 92-136; and
WHEREAS, since 1992, changes in the land use element of the City's General Plan have occurred along with increases in density and population resulting in a need for capital improvements to the City's storm drain facilities; and WHEREAS, in January 2025, the City has prepared a proposed storm drain master plan update (“Update”) to provide a basis for adopting development impact fees for new storm drain facilities, making improvements to existing storm drain facilities, and prioritizing such facility improvements, none of which can proceed prior to compliance with the California Environmental Quality Act (Pub. Resources Code, §§ 21000 et seq.) ("CEQA"); and
WHEREAS, City staff has determined that approval of the Update is exempt from environmental review pursuant to CEQA because it is not a “project” as defined in section 15378(b)(4) of the California Code of Regulations, which provides that a project for purposes of CEQA does not include “[t]he creation of government funding mechanisms or other government fiscal activities, which do not involve any commitment to any specific 853
Resolution No. 2025-014
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project which may result in a potentially significant physical impact on the environment.”; and
WHEREAS, the Update is consistent with the City's General Plan and is necessary to protect the health, safety and welfare of the citizens of the City; and WHEREAS, the City intends to adopt the Update to keep its sewer master plan current and in line with the needs of the City.

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Fontana, California, as follows:

Section 1. Recitals. The above recitals are true, correct and incorporated herein by this reference.

Section 2. CEQA. The City Council has determined that the Update is exempt from environmental review pursuant CEQA because it is not a “project” as defined in section 15378(b)(4) of the California Code of Regulations, which provides that a project for purposes of CEQA does not include “[t]he creation of government funding mechanisms or other government fiscal activities, which do not involve any commitment to any specific project which may result in a potentially significant physical impact on the environment.” Section 3. Compliance with General Plan. The City Council of the City of Fontana hereby finds that adoption of the Storm Drain Master Plan Update is consistent with the City of Fontana's General Plan because it furthers the objectives and policies of the General Plan by identifying needed public facilities to accommodate the growth identified in the City’s General Plan.