Spreadsheet: 2604c3c7-0759-4037-b3f3-a200212cc382
Sheet: Sheet1

COUNTY OF LOUDOUN PUBLIC IMPROVEMENT BOND UNIT COST LIST AND BOND REDUCTION FORM 2010 (CPAP) | Unnamed: 1 | Unnamed: 2 | Unnamed: 3 | Unnamed: 4 | Unnamed: 5 | Unnamed: 6 | Unnamed: 7 | Unnamed: 8
PROJECT NAME: |  |  |  | PROJECT NUMBER:
PREPARED BY: |  | FIRM: |  |  |  |  | DATE:
 |  | BOND ESTIMATE |  |  |  | BOND REDUCTION
ITEM | UNIT | UNIT COST | QUANTITY | EXTENSION |  | QUANTITY | EXTENSION | %COMPLETE
MOBILIZATION GENERAL
Mobilization | LS | 6250 |  | 0 |  |  | 0 | 0
Field Office | EA | 3000 |  | 0 |  |  | 0 | 0
Job Sign | EA | 1150 |  | 0 |  |  | 0 | 0
SURVEYING |  |  |  | 0
Steel Pipe Property Corner  [NAME]. Survey | EA | 275 |  | 0 |  |  | 0 | 0
R.O.W. [NAME] In Place
RM -- 1 | EA | 825 |  | 0 |  |  | 0 | 0
RM -- 2 | EA | 575 |  | 0 |  |  | 0 | 0
[NAME]
Regular Bulk used as Fill | CY | 3.86 |  | 0 |  |  | 0 | 0
Rock, [NAME] | CY | 17.3 |  | 0 |  |  | 0 | 0
Rock, Blast | CY | 38.48 |  | 0 |  |  | 0 | 0
BORROW MATERIAL |  |  |  | 0
Buy, Load, Haul 10 Mi. Select Material | CY | 28.9 |  | 0 |  |  | 0 | 0
Fill and Compaction of On-site Borrow | CY | 5.95 |  | 0 |  |  | 0 | 0
UNSUITABLE MATERIAL
Load and Haul, 20 mi R/T | CY | 21.95 |  | 0 |  |  | 0 | 0
Dump Charge | CY | 37.5 |  | 0 |  |  | 0 | 0
Site Grading | SY | 0.75 |  | 0 |  |  | 0 | 0
CLEAR & GRUB
Light | AC | 6675 |  | 0 |  |  | 0 | 0
Moderate | AC | 9750 |  | 0 |  |  | 0 | 0
Heavy | AC | 12250 |  | 0 |  |  | 0 | 0
Very Heavy | AC | 14250 |  | 0 |  |  | 0 | 0
LANDSCAPING
Seeding | SY | 0.77 |  | 0 |  |  | 0 | 0
Sodding | SY | 3.64 |  | 0 |  |  | 0 | 0
PLANTING SHRUBS
18” | EA | 40 |  | 0 |  |  | 0 | 0
24” | EA | 70 |  | 0 |  |  | 0 | 0
TREES
6’ – 8’ (1-2 in. Caliper) | EA | 400 |  | 0 |  |  | 0 | 0
8’ – 10’ (2.5-3 in. Caliper) | EA | 700 |  | 0 |  |  | 0 | 0
Tree Protection | LF | 9 |  | 0 |  |  | 0 | 0
[NAME] SITE IMPROVEMENTS
Retaining Walls |  |  |  |  |  |  | 0 | 0
Timber Wall (Less Than 6 ft) | LF | 325 |  | 0 |  |  | 0 | 0
Dry Rubble RW-1 (H=6') | LF | 450 |  | 0 |  |  | 0 | 0
Mortared Rubble RW-1A (H=6') | LF | 535 |  | 0 |  |  | 0 | 0
Concrete Gravity RW-2 (H=6') | LF | 339 |  | 0 |  |  | 0 | 0
Concrete Gravity RW-3 (H=6') | LF | 378 |  | 0 |  |  | 0 | 0
FENCING
Std. Fence (H=5’) FR-5 | LF | 9.31 |  | 0 |  |  | 0 | 0
Farm Fence (H=5’) [NAME] | LF | 10.9 |  | 0 |  |  | 0 | 0
Chain Link Fence (H=6’)FR 2-B | LF | 14.52 |  | 0 |  |  | 0 | 0
Board Fence (H=6’) | LF | 19.35 |  | 0 |  |  | 0 | 0
TOT LOTS
Tot Lot | EA | 16495 |  | 0 |  |  | 0 | 0
STORM DRAINAGE
STORM SEWER
NOTE: All pipe unit prices include trench, excavation, bedding, pipe, & backfill
Rock Excavation for All Pipe Types
Less than 1,500 CY (Blasting) | CY | 110 |  | 0 |  |  | 0 | 0
More than 1,500 CY (Blasting) | CY | 90 |  | 0 |  |  | 0 | 0
Less than 1,500 CY ([NAME]) | CY | 135 |  | 0 |  |  | 0 | 0
More than 1,500 CY ([NAME]) | CY | 110 |  | 0 |  |  | 0 | 0
[NAME]
[NAME] | LF | 2.95 |  | 0 |  |  | 0 | 0
RCP CLASS III ROUND T & G W/MASTIC
12” Pipe (RCP III)
0’ – 8’ Cut | LF | 44.5 |  | 0 |  |  | 0 | 0
8’ – 14’ Cut | LF | 62.5 |  | 0 |  |  | 0 | 0
Add cost for Class IV | LF | 0.85 |  | 0 |  |  | 0 | 0
O-Ring | LF | 5.5 |  | 0 |  |  | 0 | 0
15” Pipe (RCP III)
0’ – 10’ Cut | LF | 49.75 |  | 0 |  |  | 0 | 0
10’ – 16’ | LF | 77.5 |  | 0 |  |  | 0 | 0
Add Cost for Class IV | LF | 0.95 |  | 0 |  |  | 0 | 0
O-Ring | LF | 5.5 |  | 0 |  |  | 0 | 0
18” Pipe (RCP III)
0’ – 10’ Cut | LF | 50 |  | 0 |  |  | 0 | 0
10’ – 16’ Cut | LF | 80 |  | 0 |  |  | 0 | 0
Add Cost for Class IV | LF | 2 |  | 0 |  |  | 0 | 0
O-Ring | LF | 7 |  | 0 |  |  | 0 | 0
21”  Pipe (RCP III)
0’ – 10’ Cut | LF | 57.5 |  | 0 |  |  | 0 | 0
10’ – 16’ Cut | LF | 87.5 |  | 0 |  |  | 0 | 0
Add Cost for Class IV | LF | 2.75 |  | 0 |  |  | 0 | 0
O-Ring | LF | 13 |  | 0 |  |  | 0 | 0
24” Pipe (RCP III)
0’ – 10’ Cut | LF | 67.5 |  | 0 |  |  | 0 | 0
10’ – 16’ Cut | LF | 95 |  | 0 |  |  | 0 | 0
Add Cost for Class IV | LF | 3.15 |  | 0 |  |  | 0 | 0
O-Ring | LF | 14 |  | 0 |  |  | 0 | 0
27” Pipe (RCP III)
0’ – 10’ Cut | LF | 60 |  | 0 |  |  | 0 | 0
10’ – 16’ Cut | LF | 95 |  | 0 |  |  | 0 | 0
Add Cost for Class IV | LF | 4 |  | 0 |  |  | 0 | 0
O-Ring | LF | 15 |  | 0 |  |  | 0 | 0
30” Pipe (RCP III)
0’ – 10’ Cut | LF | 82.5 |  | 0 |  |  | 0 | 0
10’ – 16’ Cut | LF | 125 |  | 0 |  |  | 0 | 0
Add Cost for Class IV | LF | 6 |  | 0 |  |  | 0 | 0
O-Ring | LF | 17.25 |  | 0 |  |  | 0 | 0
33” Pipe (RCP III)
0’ – 12’ Cut | LF | 115 |  | 0 |  |  | 0 | 0
10’ – 18’ Cut | LF | 160 |  | 0 |  |  | 0 | 0
Add Cost for Class IV | LF | 6.5 |  | 0 |  |  | 0 | 0
O-Ring | LF | 21.95 |  | 0 |  |  | 0 | 0
36” Pipe (RCP III)
0’ – 12’ Cut | LF | 120 |  | 0 |  |  | 0 | 0
12’ – 18’ Cut | LF | 175 |  | 0 |  |  | 0 | 0
Add Cost for Class IV | LF | 7.75 |  | 0 |  |  | 0 | 0
O-Ring | LF | 22.75 |  | 0 |  |  | 0 | 0
42” Pipe (RCP III)
0’ – 12’ Cut | LF | 140 |  | 0 |  |  | 0 | 0
12’ – 18’ Cut | LF | 200 |  | 0 |  |  | 0 | 0
Add Cost for Class IV | LF | 12 |  | 0 |  |  | 0 | 0
O-Ring | LF | 35.45 |  | 0 |  |  | 0 | 0
48” Pipe (RCP III)
0’ – 12’ Cut | LF | 155 |  | 0 |  |  | 0 | 0
12’ – 18’ Cut | LF | 215 |  | 0 |  |  | 0 | 0
Add Cost for Class IV | LF | 12.5 |  | 0 |  |  | 0 | 0
O-Ring | LF | 43.35 |  | 0 |  |  | 0 | 0
54” Pipe (RCP III)
0’ – 12’ Cut | LF | 190 |  | 0 |  |  | 0 | 0
12’ – 18’ Cut | LF | 275 |  | 0 |  |  | 0 | 0
Add Cost for Class IV | LF | 18.75 |  | 0 |  |  | 0 | 0
O-Ring | LF | 44.45 |  | 0 |  |  | 0 | 0
60” Pipe (RCP III)
0’ – 12’ Cut | LF | 225 |  | 0 |  |  | 0 | 0
12’ – 18’ Cut | LF | 335 |  | 0 |  |  | 0 | 0
Add Cost for Class IV | LF | 22.5 |  | 0 |  |  | 0 | 0
O-Ring | LF | 48.65 |  | 0 |  |  | 0 | 0
ELLIPTICAL PIPE – RCP CLASS III
23” X 14” (18” Equiv-RCP III)
0’ – 10’ Cut | LF | 75 |  | 0 |  |  | 0 | 0
10’ – 16’ Cut | LF | 110 |  | 0 |  |  | 0 | 0
Add Cost for Class IV | LF | 16.45 |  | 0 |  |  | 0 | 0
O-Ring | LF | 43.35 |  | 0 |  |  | 0 | 0
30” X 19” (24” Equiv-RCP III)
0’ – 10’ Cut | LF | 90 |  | 0 |  |  | 0 | 0
10’ – 16’ Cut | LF | 130 |  | 0 |  |  | 0 | 0
Add Cost for Class IV | LF | 5.95 |  | 0 |  |  | 0 | 0
O-Ring | LF | 43.35 |  | 0 |  |  | 0 | 0
38” X 24” (30” Equiv-RCP III)
0’ – 10’ Cut | LF | 120 |  | 0 |  |  | 0 | 0
10’ – 16’ Cut | LF | 167.5 |  | 0 |  |  | 0 | 0
Add Cost for Class IV | LF | 8.45 |  | 0 |  |  | 0 | 0
O-Ring | LF | 51.35 |  | 0 |  |  | 0 | 0
45” X 29” (36” Equiv-RCP III)
0’ – 10’ Cut | LF | 165 |  | 0 |  |  | 0 | 0
10’ – 16’ Cut | LF | 235 |  | 0 |  |  | 0 | 0
Add Cost for Class IV | LF | 11.35 |  | 0 |  |  | 0 | 0
O-Ring | LF | 53.35 |  | 0 |  |  | 0 | 0
53” X 34” (42” Equiv-RCP III)
0’ – 12’ Cut | LF | 210 |  | 0 |  |  | 0 | 0
10’ – 18’ Cut | LF | 300 |  | 0 |  |  | 0 | 0
Add Cost for Class IV | LF | 15.35 |  | 0 |  |  | 0 | 0
O-Ring | LF | 58.95 |  | 0 |  |  | 0 | 0
60” X 38” (48” Equiv-RCP III)
0’ – 12’ Cut | LF | 255 |  | 0 |  |  | 0 | 0
10’ – 18’ Cut | LF | 375 |  | 0 |  |  | 0 | 0
Add Cost for Class IV | LF | 18.35 |  | 0 |  |  | 0 | 0
O-Ring | LF | 69.95 |  | 0 |  |  | 0 | 0
HDPE PIPE
8" Pipe
0'-8' Cut | LF | 28.65 |  | 0 |  |  | 0 | 0
8'-14' Cut | LF | 43.15 |  | 0 |  |  | 0 | 0
12" Pipe
0'-8' Cut | LF | 38.95 |  | 0 |  |  | 0 | 0
8'-14' Cut | LF | 57.75 |  | 0 |  |  | 0 | 0
15" Pipe
0'-8' Cut | LF | 50.25 |  | 0 |  |  | 0 | 0
8'-16' Cut | LF | 74.85 |  | 0 |  |  | 0 | 0
18" Pipe
0'-8' Cut | LF | 66 |  | 0 |  |  | 0 | 0
8'-16' Cut | LF | 98.55 |  | 0 |  |  | 0 | 0
24" Pipe
0'-8' Cut | LF | 76.9 |  | 0 |  |  | 0 | 0
8'-16' Cut | LF | 115.25 |  | 0 |  |  | 0 | 0
30" Pipe
0'-8' Cut | LF | 91.33 |  | 0 |  |  | 0 | 0
8'-16' Cut | LF | 137.27 |  | 0 |  |  | 0 | 0
36" Pipe
0'-8' Cut | LF | 101.68 |  | 0 |  |  | 0 | 0
8'-16' Cut | LF | 152.33 |  | 0 |  |  | 0 | 0
42" Pipe
0'-8' Cut | LF | 113.99 |  | 0 |  |  | 0 | 0
8'-16' Cut | LF | 171 |  | 0 |  |  | 0 | 0
48" Pipe
0'-8' Cut | LF | 129.55 |  | 0 |  |  | 0 | 0
8'-16' Cut | LF | 195.66 |  | 0 |  |  | 0 | 0
STORM STRUCTURES
END SECTIONS
End Section (ES-1), Concrete Pipe Size
15” | EA | 485 |  | 0 |  |  | 0 | 0
18” | EA | 565 |  | 0 |  |  | 0 | 0
21” | EA | 645 |  | 0 |  |  | 0 | 0
24” | EA | 755 |  | 0 |  |  | 0 | 0
27” | EA | 1065 |  | 0 |  |  | 0 | 0
30” | EA | 1195 |  | 0 |  |  | 0 | 0
36” | EA | 1765 |  | 0 |  |  | 0 | 0
42” | EA | 1795 |  | 0 |  |  | 0 | 0
48” | EA | 2135 |  | 0 |  |  | 0 | 0
54” | EA | 2795 |  | 0 |  |  | 0 | 0
60” | EA | 3455 |  | 0 |  |  | 0 | 0
ENDWALLS
EW-1(Pre-cast) Round Pipe Size
15” | EA | 800 |  | 0 |  |  | 0 | 0
18” | EA | 1337 |  | 0 |  |  | 0 | 0
24” | EA | 2021 |  | 0 |  |  | 0 | 0
30” | EA | 2133 |  | 0 |  |  | 0 | 0
36” | EA | 2366 |  | 0 |  |  | 0 | 0
EW-1 Cast in Place [Round Pipe Size]
15” | EA | 852 |  | 0 |  |  | 0 | 0
18” | EA | 1053 |  | 0 |  |  | 0 | 0
24” | EA | 1495 |  | 0 |  |  | 0 | 0
30” | EA | 2144 |  | 0 |  |  | 0 | 0
36” | EA | 2383 |  | 0 |  |  | 0 | 0
EW-1A (Pre-Cast) Elliptical Pipe Size
23” X 14” (18”) | EA | 695 |  | 0 |  |  | 0 | 0
30” X 19” (24”) | EA | 969 |  | 0 |  |  | 0 | 0
38” X 24” (30”) | EA | 1165 |  | 0 |  |  | 0 | 0
45” X 29” (36”) | EA | 1445 |  | 0 |  |  | 0 | 0
53” X 34” (42”) | EA | 1840 |  | 0 |  |  | 0 | 0
EW-1A (Cast in Place) Elliptical Pipe Size
23” X 14” (18”) | EA | 667 |  | 0 |  |  | 0 | 0
30” X 19” (24”) | EA | 939 |  | 0 |  |  | 0 | 0
38” X 24” (30”) | EA | 1247 |  | 0 |  |  | 0 | 0
45” X 29” (36”) | EA | 1618 |  | 0 |  |  | 0 | 0
53” X 34” (42”) | EA | 2109 |  | 0 |  |  | 0 | 0
EW-2 (PreCast) Round Pipe Size
42” | EA | 5445 |  | 0 |  |  | 0 | 0
48” | EA | 5695 |  | 0 |  |  | 0 | 0
54” | EA | 6660 |  | 0 |  |  | 0 | 0
60” | EA | 7140 |  | 0 |  |  | 0 | 0
72” | EA | 7990 |  | 0 |  |  | 0 | 0
84” | EA | 9490 |  | 0 |  |  | 0 | 0
EW-2 (Cast in Place) Round Pipe Size
42” | EA | 4723 |  | 0 |  |  | 0 | 0
48” | EA | 6039 |  | 0 |  |  | 0 | 0
54” | EA | 6972 |  | 0 |  |  | 0 | 0
60” | EA | 8179 |  | 0 |  |  | 0 | 0
72” | EA | 10713 |  | 0 |  |  | 0 | 0
84” | EA | 12288 |  | 0 |  |  | 0 | 0
(EW-6PC) [Double Pipe] Pipe Size
2-15” | EA | 999 |  | 0 |  |  | 0 | 0
2-18” | EA | 1235 |  | 0 |  |  | 0 | 0
2-24” | EA | 1510 |  | 0 |  |  | 0 | 0
2-30” | EA | 2165 |  | 0 |  |  | 0 | 0
2-36” | EA | 2647 |  | 0 |  |  | 0 | 0
MANHOLES
Standard Brick Manhole  Std Frame & Cover (MH-1)
6’ Depth | EA | 3750 |  | 0 |  |  | 0 | 0
Depth below 6’ | VF | 163 |  | 0 |  |  | 0 | 0
Standard Precast Manhole  Std Frame & Cover (MH-2)
6’ Depth | EA | 3100 |  | 0 |  |  | 0 | 0
Depth below 6’ | VF | 177 |  | 0 |  |  | 0 | 0
Additional Cost (Amounts in parentheses to be added to the above unit costs)
[NAME] (Add 110) | EA | 579 |  | 0 |  |  | 0 | 0
Heavy Duty Fr/Cover (Add 82) | EA | 599 |  | 0 |  |  | 0 | 0
DROP INLETS
Cast in Place 48”
[NAME] (DI-1) 12” – 24” Pipe 0-10 VF | EA | 3697 |  | 0 |  |  | 0 | 0
Drop Inlet (DI-1A) 12” – 24” Pipe 10-20 VF | EA | 5593 |  | 0 |  |  | 0 | 0
[NAME] (DI-2) 12” – 24” Pipe 0-10 VF, 10’ throat | EA | 6911 |  | 0 |  |  | 0 | 0
[NAME] (DI-2A) 12” – 24” Pipe 10-20 VF, 10’ throat | EA | 8833 |  | 0 |  |  | 0 | 0
CURB DROP INLETS
[NAME] (DI-3A)
12”-30” Pipe ([NAME](H) =0’-8’) Inlet Length 2’-6” | EA | 4088 |  | 0 |  |  | 0 | 0
[NAME] (DI-3AA)
12”-30” Pipe ([NAME](H) =8’-20’) Inlet Length 2’-6” | EA | 5357 |  | 0 |  |  | 0 | 0
[NAME] (DI-3B & DI-12) 12”-30” Pipe ([NAME](H) =0’-8’) Inlet Length
4’ | EA | 4279 |  | 0 |  |  | 0 | 0
6’ | EA | 4573 |  | 0 |  |  | 0 | 0
8’ | EA | 4889 |  | 0 |  |  | 0 | 0
10' | EA | 5052 |  | 0 |  |  | 0 | 0
12’ | EA | 5227 |  | 0 |  |  | 0 | 0
16’ | EA | 5543 |  | 0 |  |  | 0 | 0
20’ | EA | 5859 |  | 0 |  |  | 0 | 0
[NAME] (DI-3BB)  12”-30” Pipe ([NAME](H) =8’-20’) Inlet Length
4’ | EA | 4276 |  | 0 |  |  | 0 | 0
6’ | EA | 4848 |  | 0 |  |  | 0 | 0
8’ | EA | 5429 |  | 0 |  |  | 0 | 0
10' | EA | 5732 |  | 0 |  |  | 0 | 0
12’ | EA | 6011 |  | 0 |  |  | 0 | 0
16’ | EA | 6296 |  | 0 |  |  | 0 | 0
20’ | EA | 6599 |  | 0 |  |  | 0 | 0
[NAME] (DI-3C)  12”-30” Pipe ([NAME](H) =0’-8’) Inlet Length
6’ | EA | 4013 |  | 0 |  |  | 0 | 0
8’ | EA | 4588 |  | 0 |  |  | 0 | 0
10' | EA | 4893 |  | 0 |  |  | 0 | 0
12’ | EA | 5178 |  | 0 |  |  | 0 | 0
16’ | EA | 5766 |  | 0 |  |  | 0 | 0
20’ | EA | 6339 |  | 0 |  |  | 0 | 0
[NAME] (DI-3CC)  12”-30” Pipe ([NAME](H) =8’-20’) Inlet Length
6’ | EA | 4746 |  | 0 |  |  | 0 | 0
8’ | EA | 5293 |  | 0 |  |  | 0 | 0
10' | EA | 5627 |  | 0 |  |  | 0 | 0
12’ | EA | 5988 |  | 0 |  |  | 0 | 0
16’ | EA | 6772 |  | 0 |  |  | 0 | 0
20’ | EA | 7465 |  | 0 |  |  | 0 | 0
[NAME] (DI-3D)
12”-30” Pipe ([NAME](H) =0’-8’) Inlet Length 2’-6” | EA | 3633 |  | 0 |  |  | 0 | 0
[NAME] (DI-3DD)
12”-30” Pipe ([NAME](H) =8’-20’) Inlet Length 2’-6” | EA | 4367 |  | 0 |  |  | 0 | 0
[NAME] (DI-3E)  12”-30” Pipe ([NAME](H) =0’-8’) Inlet Length
4’ | EA | 4093 |  | 0 |  |  | 0 | 0
8’ | EA | 4756 |  | 0 |  |  | 0 | 0
10' | EA | 5724 |  | 0 |  |  | 0 | 0
12' | EA | 5833 |  | 0 |  |  | 0 | 0
16’ | EA | 6072 |  | 0 |  |  | 0 | 0
20’ | EA | 6709 |  | 0 |  |  | 0 | 0
[NAME] (DI-3EE)  12”-30” Pipe ([NAME](H) =8’-20’) Inlet Length
6’ | EA | 7562 |  | 0 |  |  | 0 | 0
8’ | EA | 7869 |  | 0 |  |  | 0 | 0
10' | EA | 7999 |  | 0 |  |  | 0 | 0
12’ | EA | 8166 |  | 0 |  |  | 0 | 0
16’ | EA | 8471 |  | 0 |  |  | 0 | 0
20’ | EA | 8767 |  | 0 |  |  | 0 | 0
[NAME] (DI-3F)  12”-30” Pipe Inlet Length ([NAME] (H)=0’-8’)
6’ | EA | 3765 |  | 0 |  |  | 0 | 0
8’ | EA | 4419 |  | 0 |  |  | 0 | 0
10' | EA | 4749 |  | 0 |  |  | 0 | 0
12’ | EA | 5085 |  | 0 |  |  | 0 | 0
16’ | EA | 5742 |  | 0 |  |  | 0 | 0
20’ | EA | 6395 |  | 0 |  |  | 0 | 0
[NAME] (DI-3FF)  12”-30” Pipe ([NAME](H) =8’-20’) Inlet Length
6’ | EA | 8077 |  | 0 |  |  | 0 | 0
8’ | EA | 8288 |  | 0 |  |  | 0 | 0
10' | EA | 8480 |  | 0 |  |  | 0 | 0
12’ | EA | 8669 |  | 0 |  |  | 0 | 0
16’ | EA | 9047 |  | 0 |  |  | 0 | 0
20’ | EA | 9446 |  | 0 |  |  | 0 | 0
[NAME] (DI-4A) 36”–48” Pipe ([NAME] (H)=0’-8’) Inlet Length
4’ | EA | 4868 |  | 0 |  |  | 0 | 0
[NAME] (DI-4AA) 36”–48” Pipe ([NAME] (H)=0’-8’) Inlet Length
4' | EA | 6817 |  | 0 |  |  | 0 | 0
[NAME] (DI-4B)  36”-48” Pipe ([NAME](H) =0’-8’) Inlet Length
6’ | EA | 5172 |  | 0 |  |  | 0 | 0
8’ | EA | 5499 |  | 0 |  |  | 0 | 0
10' | EA | 5698 |  | 0 |  |  | 0 | 0
12’ | EA | 5870 |  | 0 |  |  | 0 | 0
16’ | EA | 6221 |  | 0 |  |  | 0 | 0
20’ | EA | 6571 |  | 0 |  |  | 0 | 0
[NAME] (DI-4BB)  36”-48” Pipe ([NAME](H) =8’-20') Inlet Length
6’ | EA | 10292 |  | 0 |  |  | 0 | 0
8’ | EA | 10643 |  | 0 |  |  | 0 | 0
10' | EA | 10810 |  | 0 |  |  | 0 | 0
12’ | EA | 10974 |  | 0 |  |  | 0 | 0
16’ | EA | 11309 |  | 0 |  |  | 0 | 0
20’ | EA | 11669 |  | 0 |  |  | 0 | 0
[NAME] (DI-4C)  36”-48” Pipe ([NAME](H) =0’-8’) Inlet Length
8’ | EA | 5612 |  | 0 |  |  | 0 | 0
10' | EA | 5794 |  | 0 |  |  | 0 | 0
12’ | EA | 5968 |  | 0 |  |  | 0 | 0
16’ | EA | 6315 |  | 0 |  |  | 0 | 0
20’ | EA | 6657 |  | 0 |  |  | 0 | 0
[NAME] ([NAME])  36”-48” Pipe ([NAME](H) =8’-20’) Inlet Length
8’ | EA | 13371 |  | 0 |  |  | 0 | 0
10' | EA | 13693 |  | 0 |  |  | 0 | 0
12’ | EA | 14097 |  | 0 |  |  | 0 | 0
16’ | EA | 14712 |  | 0 |  |  | 0 | 0
20’ | EA | 15365 |  | 0 |  |  | 0 | 0
[NAME] (DI-4D)
36”-48” Pipe ([NAME](H) =0’-8’) Inlet Length 4' | EA | 4933 |  | 0 |  |  | 0 | 0
[NAME] (DI-4DD)
36”-48” Pipe ([NAME](H) =8’-16’) Inlet Length 4' | EA | 9455 |  | 0 |  |  | 0 | 0
[NAME] (DI-4E)  36”-48” Pipe ([NAME](H) =0’-8’) Inlet Length
6' | EA | 5267 |  | 0 |  |  | 0 | 0
8’ | EA | 5605 |  | 0 |  |  | 0 | 0
10' | EA | 5896 |  | 0 |  |  | 0 | 0
12' | EA | 6233 |  | 0 |  |  | 0 | 0
16’ | EA | 6996 |  | 0 |  |  | 0 | 0
20’ | EA | 7695 |  | 0 |  |  | 0 | 0
[NAME] (DI-4EE)  36”-48” Pipe ([NAME](H) =8’-16’) Inlet Length
6’ | EA | 9165 |  | 0 |  |  | 0 | 0
8’ | EA | 9495 |  | 0 |  |  | 0 | 0
10' | EA | 9839 |  | 0 |  |  | 0 | 0
12’ | EA | 10167 |  | 0 |  |  | 0 | 0
16’ | EA | 10838 |  | 0 |  |  | 0 | 0
20’ | EA | 11483 |  | 0 |  |  | 0 | 0
[NAME] (DI-4F)  36”-48" Pipe Inlet Length ([NAME] (H)=0’-8’)
8’ | EA | 5877 |  | 0 |  |  | 0 | 0
10' | EA | 6209 |  | 0 |  |  | 0 | 0
12’ | EA | 6568 |  | 0 |  |  | 0 | 0
16’ | EA | 7259 |  | 0 |  |  | 0 | 0
20’ | EA | 7963 |  | 0 |  |  | 0 | 0
[NAME] ([NAME])  36”-48” Pipe ([NAME](H) =8’-16’) Inlet Length
8’ | EA | 8866 |  | 0 |  |  | 0 | 0
10' | EA | 9147 |  | 0 |  |  | 0 | 0
12’ | EA | 9435 |  | 0 |  |  | 0 | 0
16’ | EA | 9997 |  | 0 |  |  | 0 | 0
20’ | EA | 10584 |  | 0 |  |  | 0 | 0
[NAME]
Median Drop Inlet (DI-6A) 12”-24” [NAME] (H=8’) | EA | 4205 |  | 0 |  |  | 0 | 0
Median Drop Inlet (DI-6B) 12”-24” [NAME] (H=8’) | EA | 4267 |  | 0 |  |  | 0 | 0
Median Drop Inlet (DI-6C) 30”-48” [NAME] (H=10’) | EA | 5589 |  | 0 |  |  | 0 | 0
Median Drop Inlet (DI-6D) 30”-48” [NAME] (H=10’) | EA | 5692 |  | 0 |  |  | 0 | 0
Median Drop Inlet (DI-7)  Type III Top 12”-42”  [NAME] (H=10’) | EA | 5748 |  | 0 |  |  | 0 | 0
Median Drop Inlet (DI-7A) Type III Top 12”-42”  [NAME] (H=10’) | EA | 6338 |  | 0 |  |  | 0 | 0
Median Drop Inlet (DI-7B)  Type III Top 12”-42”  [NAME] (H=10’) | EA | 6797 |  | 0 |  |  | 0 | 0
[NAME] INLETS
Ditch Drop Inlet, (DI-5)  Type III Tip 12”-42”  [NAME] (H=8’) | EA | 5226 |  | 0 |  |  | 0 | 0
Standard Yard Inlet (YI-1) 12”-48” Pipe  ([NAME] (H)=0’-8’) Inlet Length 4’(No Aprons) | EA | 4749 |  | 0 |  |  | 0 | 0
Add Yard Inlet Apron | THROAT | 255 |  | 0 |  |  | 0 | 0
Standard Yard Inlet (YI-3) 12”-48” Pipe  ([NAME] (H)=0’-8’) Inlet Length 4’(No Aprons) | EA | 5127 |  | 0 |  |  | 0 | 0
Add Yard Inlet Apron | THROAT | 255 |  | 0 |  |  | 0 | 0
CULVERTS
[NAME] (BC-1A) Fills to 25’
4’ X 4’ | LF | 336 |  | 0 |  |  | 0 | 0
5’ x 5” | LF | 410 |  | 0 |  |  | 0 | 0
6’ X 6’ | LF | 498 |  | 0 |  |  | 0 | 0
8’ X 8’ | LF | 699 |  | 0 |  |  | 0 | 0
10’ X 10’ | LF | 845 |  | 0 |  |  | 0 | 0
Double [NAME] (BC-2b) Fills to 25’
4’ X 4’ | LF | 566 |  | 0 |  |  | 0 | 0
5’ x 5” | LF | 705 |  | 0 |  |  | 0 | 0
6’ X 6’ | LF | 854 |  | 0 |  |  | 0 | 0
8’ X 8’ | LF | 1148 |  | 0 |  |  | 0 | 0
10’ X 10’ | LF | 1411 |  | 0 |  |  | 0 | 0
Oversized Single [NAME] ([NAME]) Fills to 25’
12’ X 6’ | LF | 1026 |  | 0 |  |  | 0 | 0
12’ X 8’ | LF | 1144 |  | 0 |  |  | 0 | 0
12’ X 10’ | LF | 1239 |  | 0 |  |  | 0 | 0
12’ X 12’ | LF | 1348 |  | 0 |  |  | 0 | 0
Triple Box Culvert (BC-3B) Fills to 25’
4’ X 4’ | LF | 779 |  | 0 |  |  | 0 | 0
5’ x 5” | LF | 965 |  | 0 |  |  | 0 | 0
6’ X 6’ | LF | 1211 |  | 0 |  |  | 0 | 0
8’ X 8’ | LF | 1633 |  | 0 |  |  | 0 | 0
10’ X 10’ | LF | 2488 |  | 0 |  |  | 0 | 0
[NAME] (BC-4B) Fills to 25’
4’ X 4’ | LF | 987 |  | 0 |  |  | 0 | 0
5’ x 5” | LF | 1225 |  | 0 |  |  | 0 | 0
6’ X 6’ | LF | 1523 |  | 0 |  |  | 0 | 0
8’ X 8’ | LF | 1497 |  | 0 |  |  | 0 | 0
10’ X 10’ | LF | 2835 |  | 0 |  |  | 0 | 0
[NAME] for [NAME] (1 Side Only) Height of Box
4’ | EA | 675 |  | 0 |  |  | 0 | 0
5’ | EA | 995 |  | 0 |  |  | 0 | 0
6’ | EA | 1337 |  | 0 |  |  | 0 | 0
8’ | EA | 2489 |  | 0 |  |  | 0 | 0
10’ | EA | 3315 |  | 0 |  |  | 0 | 0
[NAME] for Oversized [NAME]) Height of Box
6’ | EA | 1351 |  | 0 |  |  | 0 | 0
8’ | EA | 2189 |  | 0 |  |  | 0 | 0
10’ | EA | 3269 |  | 0 |  |  | 0 | 0
12’ | EA | 4763 |  | 0 |  |  | 0 | 0
[NAME]
Connection to  Existing Structure
15”-36” Pipe | EA | 735 |  | 0 |  |  | 0 | 0
42”- 60” Pipe | EA | 1125 |  | 0 |  |  | 0 | 0
[NAME], Bore and [NAME] (3/8” wall)
22” ID (6”-8” [NAME]) | LF | 411 |  | 0 |  |  | 0 | 0
24” ID (10” [NAME]) | LF | 451 |  | 0 |  |  | 0 | 0
30” ID (12” [NAME]) | LF | 569 |  | 0 |  |  | 0 | 0
Plug Pipe
6” –12” Pipe | EA | 142 |  | 0 |  |  | 0 | 0
15”-36” Pipe | EA | 323 |  | 0 |  |  | 0 | 0
42”- 60” Pipe | EA | 522 |  | 0 |  |  | 0 | 0
Pavement Edge Pipe
Standard Pipe Underdrain | LF | 19 |  | 0 |  |  | 0 | 0
[NAME]
Dry, Class I, 18” | SY | 47.87 |  | 0 |  |  | 0 | 0
Dry, Class II, 18” | SY | 51.46 |  | 0 |  |  | 0 | 0
Grouted, Class I, 18” | SY | 69.97 |  | 0 |  |  | 0 | 0
Filter Fabric
Class I | SY | 3.5 |  | 0 |  |  | 0 | 0
Class II | SY | 3 |  | 0 |  |  | 0 | 0
Class III | SY | 2.25 |  | 0 |  |  | 0 | 0
Gabions (No excavation)
Mattress | CY | 130 |  | 0 |  |  | 0 | 0
Revetment | CY | 164.33 |  | 0 |  |  | 0 | 0
Wall | CY | 212.25 |  | 0 |  |  | 0 | 0
Paved Ditch (4” Thick)
Concrete (Non-reinforced) | SY | 62 |  | 0 |  |  | 0 | 0
Bituminous Concrete(4”) | SY | 30 |  | 0 |  |  | 0 | 0
Sodded Ditch
Sodded Ditch  (Incl Fine Grading) | SY | 9.86 |  | 0 |  |  | 0 | 0
STREET CONSTRUCTION |  |  |  |  |  |  | 0 | 0
[NAME] AND PARKING |  |  |  |  |  |  | 0 | 0
Soil Stabilization | Inches
Cement 6% | SY/Inch Depth | 2.7 |  | 0 |  |  | 0 | 0
Depth (in Inches):
Lime 6% | SY/Inch Depth | 1.89 |  | 0 |  |  | 0 | 0
Depth (in Inches): |  |  |  | 0
Subbase, Aggregated Material |  |  |  | 0
Base Type I | SY/Inch Depth | 1.75 |  | 0 |  |  | 0 | 0
Depth (in Inches): |  |  |  | 0
Bituminous Concrete |  |  |  | 0
Base Course | SY/Inch Depth | 5.59 |  | 0 |  |  | 0 | 0
Depth (in Inches):
Intermediate Course | SY/Inch Depth | 5.49 |  | 0 |  |  | 0 | 0
Depth (in Inches):
Top Course | SY/Inch Depth | 5.49 |  | 0 |  |  | 0 | 0
Depth (in Inches): |  |  |  | 0
Prime Coat | SY | 1.1 |  | 0 |  |  | 0 | 0
[NAME] | SY | 1.1 |  | 0 |  |  | 0 | 0
Driveway Restoration
4” Concrete & 4” Gravel | SY | 79.95 |  | 0 |  |  | 0 | 0
2” S-5 & 7 6” Gravel | SY | 31.96 |  | 0 |  |  | 0 | 0
Shoulders, Type I
Aggregated Base, 4” | SY | 11.5 |  | 0 |  |  | 0 | 0
Concrete Curbing
Curb & Gutter CG6 & CG7 | LF | 22.5 |  | 0 |  |  | 0 | 0
[NAME], [NAME]. | EA | 569 |  | 0 |  |  | 0 | 0
Entrances/Driveways
Commercial Entrance CG-11 | SY | 52.88 |  | 0 |  |  | 0 | 0
Commercial Entrance CG-13 | SY | 64.67 |  | 0 |  |  | 0 | 0
Residential Driveway Apron | SY | 51.79 |  | 0 |  |  | 0 | 0
Guardrails
Std. Blocked-out W beam (GR2) | LF | 42.5 |  | 0 |  |  | 0 | 0
Std. W beam, Weak Post GR8 | LF | 28.5 |  | 0 |  |  | 0 | 0
Terminal, GR-6 (L=12’-6”) | EA | 2929 |  | 0 |  |  | 0 | 0
Terminal, GR-7 (L=6’-3”) | EA | 2659 |  | 0 |  |  | 0 | 0
Type I, GR-8 Terminal (L=25’) | EA | 1399 |  | 0 |  |  | 0 | 0
Type II, GR-8 Terminal (L=13’-6”) | EA | 695 |  | 0 |  |  | 0 | 0
Terminal, MB-4 (L=37’-6”) | EA | 3495 |  | 0 |  |  | 0 | 0
Type I, MB-5 Terminal (L=27’-1) | EA | 2925 |  | 0 |  |  | 0 | 0
Type II, MB-5 Terminal (L=13’-6) | EA | 1675 |  | 0 |  |  | 0 | 0
Miscellaneous
Trash enclosure - Brick 6' high | LF | 325 |  | 0 |  |  | 0 | 0
Reinforced Concrete Pad 6" to 8" | SY | 62 |  | 0 |  |  | 0 | 0
Striping 4" width (VDOT Type B) | LF | 2.25 |  | 0 |  |  | 0 | 0
Concrete Wheel Stops | EA | 70 |  | 0 |  |  | 0 | 0
Parking Lot Striping | EA | 50 |  | 0 |  |  | 0 | 0
Sign Island | EA | 850 |  | 0 |  |  | 0 | 0
Traffic Barricade | LF | 43.45 |  | 0 |  |  | 0 | 0
Street Name Signs | EA | 435 |  | 0 |  |  | 0 | 0
Traffic Control Signs | EA | 375 |  | 0 |  |  | 0 | 0
Street Light (pole, bracket, light) | EA | 4285 |  | 0 |  |  | 0 | 0
SIDEWALKS AND TRAILS
Sidewalk
Concrete 4” w/WWF, No base | SY | 45.23 |  | 0 |  |  | 0 | 0
Bitum. Conc, 2” w/4” Base | SY | 30 |  | 0 |  |  | 0 | 0
4” Conc, No Reinf., No Base | SY | 41 |  | 0 |  |  | 0 | 0
HANDRAIL
Handrail 3 Rail 1-1/4” #4 Finish | LF | 96.5 |  | 0 |  |  | 0 | 0
Wood Chip Trail |  |  |  | 0
Trails(Incl Excavation & Grading) Wood chip, 4’ wide | SY | 17.69 |  | 0 |  |  | 0 | 0
Bituminous Trail
6’  to  10'  wide | SY | 49.25 |  | 0 |  |  | 0 | 0
CRITICAL SLOPE STABILIZATION
Paved Flume | SY | 67 |  | 0 |  |  | 0 | 0
[NAME] | SY | 7.75 |  | 0 |  |  | 0 | 0
ADD [NAME]-seeded | SY | 5.37 |  | 0 |  |  | 0 | 0
ADD [NAME]-sodded | SY | 10.89 |  | 0 |  |  | 0 | 0
Outlet Protection
Non-grouted [NAME]” | SY | 52 |  | 0 |  |  | 0 | 0
Concrete 4” | SY | 53.5 |  | 0 |  |  | 0 | 0
Level Spreader | SY | 4.44 |  | 0 |  |  | 0 | 0
Struc Streambank Protection
Non-grouted [NAME]” | SY | 58 |  | 0 |  |  | 0 | 0
Gabions | CY | 147 |  | 0 |  |  | 0 | 0
Vegetative Erosion Control
Sodding incl Fertilizing – Banks | SY | 7.77 |  | 0 |  |  | 0 | 0
Sodding incl Fertilizing – Flat | SY | 5.36 |  | 0 |  |  | 0 | 0
Seeding incl Fertilizing | SY | 2.44 |  | 0 |  |  | 0 | 0
Soding W/Soil Treat & Watering | SY | 3.25 |  | 0 |  |  | 0 | 0
Seeding W/Soil Treat & Watering | SY | 6.46 |  | 0 |  |  | 0 | 0
[NAME] w/Tack | SY | 1.4 |  | 0 |  |  | 0 | 0
Jute Mesh | SY | 1.77 |  | 0 |  |  | 0 | 0
Special Items
FEMA Processing LOMR/CLOMR | EA | 7500 |  |  |  |  | 0 | 0
As Built (Record Drawings) | EA | 9500 |  |  |  |  | 0 | 0
SWM/BMP POND | LS | See Note 1 |  |  |  |  |  | 0
SIGNALIZATION | LS | See Note 2 |  |  |  |  |  | 0
Subtotal |  |  |  | 0 |  |  | 0 | 0
 |  |  | TOTAL ESTIMATE OF COMPLETED WORK: |  |  |  | 0 | 0
Note 1  SWM/BMP FACILITY REQUIRES A SEPARATE ESTIMATE WHEN SHOWN ON THE PLAN TO INCLUDE, BUT NOT LIMITED TO EXCAVATION, GRADING, BLASTING, CONCRETE, PIPING, OUTLET [NAME], AND OTHER NECESSARY COMPONENTS.
Note 2  SIGNALIZATION  SHALL REQUIRE A SEPARATE DETAILED ESTIMATE (ATTACHED) WHEN SHOWN ON THE PLAN.
Contingencies: WILL REMAIN AT 10% TILL JULY 1ST, 2014.
SEAL & SIGNATURE OF ENGINEER |  |  | TOTAL: | 0
 |  | + 10% CONTINGENCIES: |  | 0
 |  | GRAND TOTAL: |  | 0
 |  | + 4% INFLATION FACTOR: |  | 0
 |  | SECOND YEAR BOND= |  | 0
 |  | THIRD YEAR BOND= |  | 0