Sequence: 2 NDU - New Construction, Divided, Urban Net Length: 0.237 MI
Description: Reconstruction from 3rd Ave to Bridge, Ramps A (600 LF) and B (800 LF) in X-items 1,250 LF
EARTHWORK COMPONENT
User Input Data
| Description | Value |
|---|
| Standard Clearing and Grubbing Limits L/R | 100.00 / 100.00 |
|---|
| Incidental Clearing and Grubbing Area | 0.00 |
|---|
| Alignment Number | 1 |
|---|
| Distance | 0.237 |
|---|
| Top of Structural Course For Begin Section | 110.00 |
|---|
| Top of Structural Course For End Section | 110.00 |
|---|
| Horizontal Elevation For Begin Section | 100.00 |
|---|
| Horizontal Elevation For End Section | 100.00 |
|---|
| Front Slope L/R | 6 to 1 / 6 to 1 |
|---|
| Median Shoulder Cross Slope L/R | 4.00 % / 4.00 % |
|---|
| Outside Shoulder Cross Slope L/R | 2.00 % / 2.00 % |
|---|
| Roadway Cross Slope L/R | 2.00 % / 2.00 % |
|---|
Pay Items
| Pay item | Description | Quantity Unit | Unit Price | Extended Amount |
|---|
| 110-1-1 | CLEARING & GRUBBING | 5.75 AC | $36,990.22 | $212,693.76 |
| 120-6 | EMBANKMENT | 70,649.47 CY | $18.14 | $1,281,581.39 |
Earthwork Component Total $1,494,275.16
ROADWAY COMPONENT
User Input Data
| User Input Data |
| Description | Value |
|---|
| Number of Lanes | 6 |
|---|
| Roadway Pavement Width L/R | 41.00 / 41.00 |
|---|
| Structural Spread Rate | 330 |
|---|
| Friction Course Spread Rate | 165 |
|---|
Pay Items
| Pay item | Description | Quantity Unit | Unit Price | Extended Amount |
|---|
| 160-4 | TYPE B STABILIZATION | 12,819.92 SY | $5.52 | $70,765.96 |
| 285-709 | OPTIONAL BASE,BASE GROUP 09 | 11,386.85 SY | $18.79 | $213,958.91 |
| 334-1-13 | SUPERPAVE ASPHALTIC CONC, TRAFFIC C | 1,878.83 TN | $178.48 | $335,333.58 |
| 337-7-83 | ASPH CONC FC,TRAFFIC C,FC-12.5,PG 76-22 | 939.41 TN | $186.51 | $175,209.36 |
X-Items
| Pay item | Description | Quantity Unit | Unit Price | Extended Amount |
|---|
| 102-2-1 | SPECIAL DETOUR 1 | 1.00 LS | $250,000.00 | $250,000.00 |
| 102-2-2 | SPECIAL DETOUR 2 | 1.00 LS | $250,000.00 | $250,000.00 |
| 102-71-15 | TEMPORARY BARRIER, F&I, ANCHORED | 4,600.00 LF | $38.91 | $178,986.00 |
| 102-71-16 | TEMPORARY BARRIER, F&I, FREE STAND | 2,000.00 LF | $25.53 | $51,060.00 |
| 102-71-25 | TEMPORARY BARRIER, REL, ANCHORED | 4,600.00 LF | $17.60 | $80,960.00 |
| 102-71-26 | TEMPORARY BARRIER, REL, FREE STAND | 2,000.00 LF | $9.70 | $19,400.00 |
| 160-4 | TYPE B STABILIZATION | 5,209.00 SY | $5.52 | $28,753.68 |
| 285-704 | OPTIONAL BASE,BASE GROUP 04 | 2,955.00 SY | $19.17 | $56,647.35 |
| 285-709 | OPTIONAL BASE,BASE GROUP 09 | 2,490.00 SY | $18.79 | $46,787.10 |
| 334-1-13 | SUPERPAVE ASPHALTIC CONC, TRAFFIC C | 192.50 TN | $178.48 | $34,357.40 |