| | | 1. Contracted
|
---|
| | | 2. Current
|
---|
| | | 3. To date
|
---|
Item Nbr Item Code | Unit Price | | 4. This Est
|
---|
Item Description | Units | Qty | Amount
|
---|
GROUP 6 BRIDGE AT STA. 995+08.36 | | |
|
0001 0001.08 | 0.50 | 300.000 | 150.00
|
BARRICADE, TYPE II | BDAY | 300.000 | 150.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0002 0001.10 | 1.50 | 1,002.000 | 1,503.00
|
BARRICADE, TYPE III | BDAY | 1,002.000 | 1,503.00
|
| | 1,312.000 | 1,968.00
|
| | 0.000 | 0.00
|
| | |
|
0003 0001.30 | 1.50 | 372.000 | 558.00
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 372.000 | 558.00
|
| | 108.000 | 162.00
|
| | 0.000 | 0.00
|
| | |
|
0004 0001.75 | 4.50 | 120.000 | 540.00
|
TEMPORARY SIGN DAY | EACH | 120.000 | 540.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0005 0001.90 | 0.60 | 2,728.000 | 1,636.80
|
SIGN DAY | EACH | 2,728.000 | 1,636.80
|
| | 15,006.000 | 9,003.60
|
| | 0.000 | 0.00
|
| | |
|
0006 0002.97 | 40.00 | 10.000 | 400.00
|
FLASHING ARROW PANEL | DAY | 10.000 | 400.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0007 0030.60 | 11,500.00 | 1.000 | 11,500.00
|
MOBILIZATION | LS | 1.000 | 11,500.00
|
| | 1.000 | 11,500.00
|
| | 0.000 | 0.00
|
| | |
|
0008 1033.00 | 3,250.00 | 3.500 | 11,375.00
|
ROADWAY GRADING | STA | 3.500 | 11,375.00
|
| | 3.500 | 11,375.00
|
| | 0.000 | 0.00
|
| | |
|
0009 3050.15 | 275.00 | 31.400 | 8,635.00
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 | CY | 31.400 | 8,635.00
|
| | 62.800 | 17,270.00
|
| | 0.000 | 0.00
|
| | |
|
0010 3051.10 | 0.85 | 9,335.000 | 7,934.75
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | LB | 9,335.000 | 7,934.75
|
| | 9,335.000 | 7,934.76
|
| | 0.000 | 0.00
|
| | |
|
0011 6004.50 | 105.00 | 59.000 | 6,195.00
|
EXPANSION JOINT | LF | 59.000 | 6,195.00
|
| | 59.000 | 6,195.00
|
| | 0.000 | 0.00
|
| | |
|
0012 6007.01 | 43.00 | 796.000 | 34,228.00
|
CLASS I REPAIR | SY | 796.000 | 34,228.00
|
| | 796.000 | 34,228.00
|
| | 0.000 | 0.00
|
| | |
|
0013 6007.02 | 110.00 | 159.000 | 17,490.00
|
CLASS II REPAIR | SY | 159.000 | 17,490.00
|
| | 303.160 | 33,347.60
|
| | 0.000 | 0.00
|
| | |
|
0014 6007.03 | 200.00 | 5.000 | 1,000.00
|
CLASS III REPAIR | SY | 5.000 | 1,000.00
|
| | 28.056 | 5,611.20
|
| | 0.000 | 0.00
|
| | |
|
0015 6008.40 | 45.00 | 796.000 | 35,820.00
|
PLACING, FINISHING, AND CURING CONCRETE OVERLAY-SF | SY | 796.000 | 35,820.00
|
| | 796.000 | 35,820.00
|
| | 0.000 | 0.00
|
| | |
|
0016 6010.26 | 440.00 | 87.800 | 38,632.00
|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 87.800 | 38,632.00
|
| | 101.050 | 44,462.00
|
| | 0.000 | 0.00
|
| | |
|
0017 6016.02 | 410.00 | 59.200 | 24,272.00
|
CONCRETE FOR OVERLAYS-SF | CY | 59.200 | 24,272.00
|
| | 74.490 | 30,540.90
|
| | 0.000 | 0.00
|
| | |
|
0018 6020.00 | 0.75 | 9,860.000 | 7,395.00
|
REINFORCING STEEL FOR BRIDGE | LB | 9,860.000 | 7,395.00
|
| | 10,469.000 | 7,851.75
|
| | 0.000 | 0.00
|
| | |
|
0019 6030.00 | 13,500.00 | 1.000 | 13,500.00
|
PREPARATION OF BRIDGE | EACH | 1.000 | 13,500.00
|
AT STA. 995+08.36 | | 1.000 | 13,500.00
|
| | 0.000 | 0.00
|
| | |
|
0020 7011.20 | 15.00 | 325.000 | 4,875.00
|
W-BEAM GUARDRAIL | LF | 325.000 | 4,875.00
|
| | 324.834 | 4,872.51
|
| | 0.000 | 0.00
|
| | |
|
0021 7017.00 | 2.50 | 300.000 | 750.00
|
REMOVE GUARDRAIL | LF | 300.000 | 750.00
|
| | 300.000 | 750.00
|
| | 0.000 | 0.00
|
| | |
|
0022 7020.00 | 1,012.00 | 4.000 | 4,048.00
|
BRIDGE APPROACH SECTIONS | EACH | 4.000 | 4,048.00
|
| | 4.000 | 4,048.00
|
| | 0.000 | 0.00
|
| | |
|
0023 7024.27 | 1,628.00 | 4.000 | 6,512.00
|
GUARDRAIL END TREATMENT, TYPE II | EACH | 4.000 | 6,512.00
|
| | 4.000 | 6,512.00
|
| | 0.000 | 0.00
|
| | |
|
0024 9188.50 | 31.00 | 276.000 | 8,556.00
|
SURFACING UNDER GUARDRAIL | SY | 276.000 | 8,556.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4401 0003.10 | 175.00 | 0.000 | 0.00
|
FLAGGING | DAY | 8.000 | 1,400.00
|
| | 2.000 | 350.00
|
| | 0.000 | 0.00
|
| | |
|
4402 0030.01 | 1,360.00 | 0.000 | 0.00
|
ADDITIONAL MOBILIZATION | LS | 1.000 | 1,360.00
|
(Concrete Pavement Repair) | | 1.000 | 1,360.00
|
| | 0.000 | 0.00
|
| | |
|
4403 3040.11 | 141.00 | 0.000 | 0.00
|
CONCRETE PAVEMENT REPAIR, TYPE A, FULL DEPTH | SY | 9.100 | 1,283.10
|
| | 9.670 | 1,363.47
|
| | 0.000 | 0.00
|
| | |
|
4404 3040.12 | 125.00 | 0.000 | 0.00
|
CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH | SY | 167.800 | 20,975.00
|
| | 169.270 | 21,158.75
|
| | 0.000 | 0.00
|
| | |
|
4405 3040.13 | 110.00 | 0.000 | 0.00
|
CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH | SY | 235.200 | 25,872.00
|
| | 255.210 | 28,073.10
|
| | 0.000 | 0.00
|
| | |
|
4406 3040.16 | 161.00 | 0.000 | 0.00
|
CONCRETE PAVEMENT REPAIR, TYPE B, PARTIAL DEPTH | SY | 5.300 | 853.30
|
| | 21.750 | 3,501.75
|
| | 0.000 | 0.00
|
| | |
|
4407 3040.18 | 190.00 | 0.000 | 0.00
|
CONCRETE PAVEMENT REPAIR, TYPE A, PARTIAL DEPTH | SY | 53.000 | 10,070.00
|
| | 56.573 | 10,748.87
|
| | 0.000 | 0.00
|
| | |
|
4408 3200.00 | 116.00 | 0.000 | 0.00
|
CONCRETE PAVEMENT JOINT REPAIR | SY | 10.600 | 1,229.60
|
| | 10.660 | 1,236.56
|
| | 0.000 | 0.00
|
| | |
|
4409 L020.00 | 2.55 | 0.000 | 0.00
|
EROSION CONTROL | SY | 970.000 | 2,473.50
|
| | 970.000 | 2,473.50
|
| | 0.000 | 0.00
|
| | |
|
4410 3008.16 | 9.50 | 0.000 | 0.00
|
DOWEL BAR | EACH | 56.000 | 532.00
|
| | 56.000 | 532.00
|
| | 0.000 | 0.00
|
| | |
|
4411 1101.00 | 5.00 | 0.000 | 0.00
|
REMOVE PAVEMENT | SY | 166.400 | 832.00
|
| | 166.400 | 832.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 995+08.36 | | Contracted | 247,505.55
|
| | Current | 314,386.05
|
| | In place | 358,582.32
|
| | This Estimate | 0.00
|
| | |
|
Totals for contract | | Contracted | 247,505.55
|
---|
| | Current | 314,386.05
|
---|
| | In place | 358,582.32
|
---|
| | This Estimate | 0.00
|
---|