Total Width (T) / 8" Overlap (O) T

Rumble Strips bar t 1/2No. of Sides 0

Pay Items

Pay item Description Quantity Unit Unit Price Extended Amount

327-70-6 MILLING EXIST ASPH PAVT,1 1/2" AVG DEPTH 8,391.68 SY 3.75 31,468.80

337-7-83 ASPH CONC FC,TRAFFIC C,FC-12.5,PG 76-22 692.31 TN 169.25 117,173.47

570-1-2 PERFORMANCE TURF, SOD 5,601.45 SY 6.25 35,009.06

X-Items

Pay item Description Quantity Unit Unit Price Extended Amount

160-4 TYPE B STABILIZATION 72.00 SY 26.00 1,872.00

Comment: Shoulder widening at SR 50

285-701 OPTIONAL BASE,BASE GROUP 01 34.00 SY 37.50 1,275.00

Comment: Shoulder widening at SR 50

334-1-13 SUPERPAVE ASPHALTIC CONC, TRAFFIC C 2.79 TN 319.00 890.01

Comment: Shoulder widening at SR 50, 33.72 SY x 165/2000 = 2.79 TN

337-7-83 ASPH CONC FC,TRAFFIC C,FC-12.5,PG 76-22 2.79 TN 169.25 472.21

Comment: Shoulder widening at SR 50, 33.72 SY x 165/2000 = 2.79 TN

570-1-2 PERFORMANCE TURF, SOD 1,171.00 SY 6.25 7,318.75

Comment: Shoulder widening at SR 50 (17 SY). 15% of shoulder rework (1.788*5280*0.15)*(10ft-2.67ft)/9= 1154 SY

Erosion Control

Pay Items

Pay item Description Quantity Unit Unit Price Extended Amount

104-10-3 SEDIMENT BARRIER 2,600.00 LF 2.75 7,150.00

104-11 FLOATING TURBIDITY BARRIER 500.00 LF 16.25 8,125.00

104-12 STAKED TURBIDITY BARRIER-NYL REINF PVC 250.00 LF 10.00 2,500.00

104-18 INLET PROTECTION SYSTEM 50.00 EA 189.00 9,450.00

107-1 LITTER REMOVAL 13.00 AC 101.00 1,313.00

107-2 MOWING 13.00 AC 121.00 1,573.00

Shoulder Component Total 225,590.30

MEDIAN COMPONENT

User Input Data

Description Value

Total Median Width 40.00

Performance Turf Width 0.00

Total Median Shoulder Width L/R 0.00 / 0.00

Paved Median Shoulder Width L/R 0.00 / 0.00

Structural Spread Rate 110

Friction Course Spread Rate 80

Total Width (T) / 8" Overlap (O) T

Rumble Strips bar t 1/2No. of Sides 0