| | | 1. Contracted
|
---|
| | | 2. Current
|
---|
| | | 3. To date
|
---|
Item Nbr Item Code | Unit Price | | 4. This Est
|
---|
Item Description | Units | Qty | Amount
|
---|
GROUP 3 CONCRETE PAVEMENT | | |
|
0001 L001.02 | 2,648.00 | 0.500 | 1,324.00
|
SEEDING, TYPE B | ACRE | 0.500 | 1,324.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0002 L020.00 | 1.98 | 968.200 | 1,917.04
|
EROSION CONTROL | SY | 968.200 | 1,917.04
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0003 L032.75 | 150.00 | 1.125 | 168.75
|
MULCH | TON | 1.125 | 168.75
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0004 0030.10 | 0.00 | 1.000 | 0.00
|
MOBILIZATION | LS | 1.000 | 0.00
|
| | 1.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0005 1101.00 | 7.00 | 910.500 | 6,373.50
|
REMOVE PAVEMENT | SY | 910.500 | 6,373.50
|
| | 997.268 | 6,980.88
|
| | 0.000 | 0.00
|
| | |
|
0006 1111.00 | 2.50 | 583.000 | 1,457.50
|
REMOVE FENCE | LF | 583.000 | 1,457.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0007 3008.05 | 7.00 | 170.000 | 1,190.00
|
TIE BARS | EACH | 170.000 | 1,190.00
|
| | 131.000 | 917.00
|
| | 0.000 | 0.00
|
| | |
|
0008 3075.72 | 50.00 | 493.300 | 24,665.00
|
12" CONCRETE PAVEMENT, CLASS 47B-3500 | SY | 493.300 | 24,665.00
|
| | 528.690 | 26,434.50
|
| | 0.000 | 0.00
|
| | |
|
0009 7017.00 | 2.00 | 1,512.500 | 3,025.00
|
REMOVE GUARDRAIL | LF | 1,512.500 | 3,025.00
|
| | 1,528.000 | 3,056.00
|
| | 0.000 | 0.00
|
| | |
|
0010 7100.00 | 6.00 | 628.000 | 3,768.00
|
RIGHT-OF-WAY FENCE | LF | 628.000 | 3,768.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0011 7103.00 | 200.00 | 6.000 | 1,200.00
|
END POSTS | EACH | 6.000 | 1,200.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0012 7105.00 | 200.00 | 5.000 | 1,000.00
|
CORNER POSTS | EACH | 5.000 | 1,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0013 7106.12 | 750.00 | 2.000 | 1,500.00
|
12' VEHICLE GATE | EACH | 2.000 | 1,500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0014 7130.00 | 10.00 | 120.000 | 1,200.00
|
BARBED WIRE FENCE | LF | 120.000 | 1,200.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0015 9188.50 | 40.00 | 290.000 | 11,600.00
|
SURFACING UNDER GUARDRAIL | SY | 290.000 | 11,600.00
|
| | 180.480 | 7,219.20
|
| | 0.000 | 0.00
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | Contracted | 60,388.79
|
| | Current | 60,388.79
|
| | In place | 44,607.58
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 2125+40.00 RT. | | |
|
0016 0030.60 | 110,000.00 | 1.000 | 110,000.00
|
MOBILIZATION | LS | 1.000 | 110,000.00
|
| | 0.626 | 68,860.00
|
| | 0.000 | 0.00
|
| | |
|
0017 3050.15 | 200.00 | 183.200 | 36,640.00
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 | CY | 183.200 | 36,640.00
|
| | 183.200 | 36,640.00
|
| | 91.450 | 18,290.00
|
| | |
|
0018 3051.10 | 0.77 | 20,130.000 | 15,500.10
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | LB | 20,130.000 | 15,500.10
|
| | 20,130.000 | 15,500.10
|
| | 10,189.000 | 7,845.53
|
| | |
|
0019 6000.10 | 4,000.00 | 1.000 | 4,000.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 4,000.00
|
| | 1.000 | 4,000.00
|
| | 0.000 | 0.00
|
| | |
|
0020 6000.11 | 4,000.00 | 1.000 | 4,000.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 4,000.00
|
| | 1.000 | 4,000.00
|
| | 0.000 | 0.00
|
| | |
|
0021 6000.60 | 26,000.00 | 1.000 | 26,000.00
|
PIER NO.1 EXCAVATION | LS | 1.000 | 26,000.00
|
| | 1.000 | 26,000.00
|
| | 0.000 | 0.00
|
| | |
|
0022 6001.50 | 20,000.00 | 1.000 | 20,000.00
|
BENT NO.1 EXCAVATION | LS | 1.000 | 20,000.00
|
| | 1.000 | 20,000.00
|
| | 0.000 | 0.00
|
| | |
|
0023 6001.51 | 20,000.00 | 1.000 | 20,000.00
|
BENT NO.2 EXCAVATION | LS | 1.000 | 20,000.00
|
| | 1.000 | 20,000.00
|
| | 0.000 | 0.00
|
| | |
|
0024 6005.35 | 48.00 | 125.400 | 6,019.20
|
PRECOMPRESSED POLYURETHANE FOAM JOINT | LF | 125.400 | 6,019.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0025 6005.78 | 510.00 | 12.000 | 6,120.00
|
EXPANSION BEARING, TFE TYPE | EACH | 12.000 | 6,120.00
|
| | 12.000 | 6,120.00
|
| | 0.000 | 0.00
|
| | |
|
0026 6005.83 | 230.00 | 12.000 | 2,760.00
|
FIXED BEARING | EACH | 12.000 | 2,760.00
|
| | 12.000 | 2,760.00
|
| | 0.000 | 0.00
|
| | |
|
0027 6010.22 | 520.00 | 122.500 | 63,700.00
|
CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 122.500 | 63,700.00
|
| | 122.500 | 63,700.00
|
| | 1.880 | 977.60
|
| | |
|
0028 6010.26 | 360.00 | 390.200 | 140,472.00
|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 390.200 | 140,472.00
|
| | 390.200 | 140,472.00
|
| | 193.620 | 69,703.20
|
| | |
|
0029 6011.11 | 48,000.00 | 1.000 | 48,000.00
|
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 48,000.00
|
AT STA. 2125+84 | | 1.000 | 48,000.00
|
| | 0.000 | 0.00
|
| | |
|
0030 6030.00 | 85,000.00 | 1.000 | 85,000.00
|
PREPARATION OF BRIDGE | EACH | 1.000 | 85,000.00
|
AT STA. 2125+84 | | 0.850 | 72,250.00
|
| | 0.000 | 0.00
|
| | |
|
0031 6080.00 | 3.00 | 780.000 | 2,340.00
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | LB | 780.000 | 2,340.00
|
| | 780.000 | 2,340.00
|
| | 0.000 | 0.00
|
| | |
|
0032 6104.00 | 9.00 | 210.000 | 1,890.00
|
BROKEN CONCRETE RIPRAP | TON | 210.000 | 1,890.00
|
| | 100.000 | 900.00
|
| | 0.000 | 0.00
|
| | |
|
0033 6131.50 | 0.84 | 90,250.000 | 75,810.00
|
EPOXY COATED REINFORCING STEEL | LB | 90,250.000 | 75,810.00
|
| | 90,560.000 | 76,070.39
|
| | 49,571.940 | 41,640.43
|
| | |
|
0034 6139.50 | 35.00 | 85.000 | 2,975.00
|
SUBSURFACE DRAINAGE MATTING | SY | 85.000 | 2,975.00
|
| | 80.000 | 2,800.00
|
| | 0.000 | 0.00
|
| | |
|
0035 6200.00 | 40.00 | 360.000 | 14,400.00
|
CONCRETE PILING | LF | 360.000 | 14,400.00
|
| | 355.000 | 14,200.00
|
| | 0.000 | 0.00
|
| | |
|
0036 6616.65 | 115.00 | 8.000 | 920.00
|
BEARING DEVICE REPLACEMENT | EACH | 8.000 | 920.00
|
| | 8.000 | 920.00
|
| | 0.000 | 0.00
|
| | |
|
0037 8091.00 | 15.00 | 121.000 | 1,815.00
|
GRANULAR BACKFILL | CY | 121.000 | 1,815.00
|
| | 121.000 | 1,815.00
|
| | 0.000 | 0.00
|
| | |
|
4003 6200.50 | 24.00 | 0.000 | 0.00
|
PAY CUT-OFF FOR CONCRETE PILING | LF | 5.000 | 120.00
|
| | 5.000 | 120.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 2125+40.00 RT. | | Contracted | 688,361.30
|
| | Current | 688,481.30
|
| | In place | 627,467.49
|
| | This Estimate | 138,456.76
|
| | |
|
GROUP 6A BRIDGE AT STA. 2125+40.00 LT. | | |
|
0038 0030.60 | 93,000.00 | 1.000 | 93,000.00
|
MOBILIZATION | LS | 0.000 | 0.00
|
| | 0.721 | 67,053.00
|
| | 0.000 | 0.00
|
| | |
|
0039 3050.15 | 200.00 | 183.200 | 36,640.00
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 | CY | 183.200 | 36,640.00
|
| | 183.200 | 36,640.00
|
| | 104.620 | 20,924.00
|
| | |
|
0040 3051.10 | 0.77 | 20,130.000 | 15,500.10
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | LB | 20,130.000 | 15,500.10
|
| | 20,130.000 | 15,500.10
|
| | 10,189.000 | 7,845.53
|
| | |
|
0041 6000.10 | 4,000.00 | 1.000 | 4,000.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 4,000.00
|
| | 1.000 | 4,000.00
|
| | 0.000 | 0.00
|
| | |
|
0042 6000.11 | 4,000.00 | 1.000 | 4,000.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 4,000.00
|
| | 1.000 | 4,000.00
|
| | 0.000 | 0.00
|
| | |
|
0043 6000.60 | 26,000.00 | 1.000 | 26,000.00
|
PIER NO.1 EXCAVATION | LS | 1.000 | 26,000.00
|
| | 1.000 | 26,000.00
|
| | 0.000 | 0.00
|
| | |
|
0044 6001.50 | 20,000.00 | 1.000 | 20,000.00
|
BENT NO.1 EXCAVATION | LS | 1.000 | 20,000.00
|
| | 1.000 | 20,000.00
|
| | 0.000 | 0.00
|
| | |
|
0045 6001.51 | 20,000.00 | 1.000 | 20,000.00
|
BENT NO.2 EXCAVATION | LS | 1.000 | 20,000.00
|
| | 1.000 | 20,000.00
|
| | 0.000 | 0.00
|
| | |
|
0046 6005.35 | 48.00 | 125.400 | 6,019.20
|
PRECOMPRESSED POLYURETHANE FOAM JOINT | LF | 125.400 | 6,019.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0047 6005.78 | 510.00 | 12.000 | 6,120.00
|
EXPANSION BEARING, TFE TYPE | EACH | 12.000 | 6,120.00
|
| | 12.000 | 6,120.00
|
| | 0.000 | 0.00
|
| | |
|
0048 6005.83 | 230.00 | 12.000 | 2,760.00
|
FIXED BEARING | EACH | 12.000 | 2,760.00
|
| | 12.000 | 2,760.00
|
| | 0.000 | 0.00
|
| | |
|
0049 6010.22 | 520.00 | 122.500 | 63,700.00
|
CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 122.500 | 63,700.00
|
| | 122.500 | 63,700.00
|
| | 1.600 | 832.00
|
| | |
|
0050 6010.26 | 360.00 | 390.200 | 140,472.00
|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 390.200 | 140,472.00
|
| | 390.200 | 140,472.00
|
| | 192.610 | 69,339.60
|
| | |
|
0051 6011.11 | 48,000.00 | 1.000 | 48,000.00
|
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 48,000.00
|
AT STA. 2124+96 | | 1.000 | 48,000.00
|
| | 0.000 | 0.00
|
| | |
|
0052 6030.00 | 85,000.00 | 1.000 | 85,000.00
|
PREPARATION OF BRIDGE | EACH | 1.000 | 85,000.00
|
AT STA. 2124+96 | | 0.850 | 72,250.00
|
| | 0.000 | 0.00
|
| | |
|
0053 6080.00 | 3.00 | 780.000 | 2,340.00
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | LB | 780.000 | 2,340.00
|
| | 780.000 | 2,340.00
|
| | 0.000 | 0.00
|
| | |
|
0054 6104.00 | 9.00 | 210.000 | 1,890.00
|
BROKEN CONCRETE RIPRAP | TON | 210.000 | 1,890.00
|
| | 100.000 | 900.00
|
| | 0.000 | 0.00
|
| | |
|
0055 6131.50 | 0.84 | 90,250.000 | 75,810.00
|
EPOXY COATED REINFORCING STEEL | LB | 90,250.000 | 75,810.00
|
| | 90,560.000 | 76,070.39
|
| | 49,972.440 | 41,976.85
|
| | |
|
0056 6139.50 | 35.00 | 85.000 | 2,975.00
|
SUBSURFACE DRAINAGE MATTING | SY | 85.000 | 2,975.00
|
| | 81.260 | 2,844.10
|
| | 0.000 | 0.00
|
| | |
|
0057 6200.00 | 40.00 | 360.000 | 14,400.00
|
CONCRETE PILING | LF | 360.000 | 14,400.00
|
| | 340.500 | 13,620.00
|
| | 0.000 | 0.00
|
| | |
|
0058 6616.65 | 115.00 | 8.000 | 920.00
|
BEARING DEVICE REPLACEMENT | EACH | 8.000 | 920.00
|
| | 8.000 | 920.00
|
| | 0.000 | 0.00
|
| | |
|
0059 8091.00 | 15.00 | 121.000 | 1,815.00
|
GRANULAR BACKFILL | CY | 121.000 | 1,815.00
|
| | 121.000 | 1,815.00
|
| | 0.000 | 0.00
|
| | |
|
4002 6200.50 | 24.00 | 0.000 | 0.00
|
PAY CUT-OFF FOR CONCRETE PILING | LF | 13.500 | 324.00
|
| | 19.500 | 468.00
|
| | 0.000 | 0.00
|
| | |
|
4005 0030.90 | 77,000.00 | 1.000 | 77,000.00
|
MOBILIZATION | LS | 2.000 | 154,000.00
|
| | 0.750 | 57,750.00
|
| | 0.000 | 0.00
|
| | |
|
4007 4976.05 | 35,965.90 | 0.000 | 0.00
|
ADDITIONAL WORK | LS | 1.000 | 35,965.90
|
ADDITIONAL CONSTRUCTION(VALUED ENGINEER PROPOSAL) | | 0.750 | 26,974.44
|
| | 0.000 | 0.00
|
| | |
|
4008 0025.10 | 15,830.43 | 0.000 | 0.00
|
VALUE ENGINEERING ADJUSTMENT | LS | 1.000 | 15,830.43
|
| | 0.750 | 11,872.83
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6A BRIDGE AT STA. 2125+40.00 LT. | | Contracted | 671,361.30
|
| | Current | 707,481.63
|
| | In place | 722,069.86
|
| | This Estimate | 140,917.98
|
| | |
|
GROUP 7 GUARDRAIL | | |
|
0060 0030.70 | 1,150.00 | 1.000 | 1,150.00
|
MOBILIZATION | LS | 1.000 | 1,150.00
|
| | 1.000 | 1,150.00
|
| | 0.000 | 0.00
|
| | |
|
0061 1033.00 | 1,100.00 | 9.450 | 10,395.00
|
ROADWAY GRADING | STA | 9.450 | 10,395.00
|
| | 4.176 | 4,593.60
|
| | 0.000 | 0.00
|
| | |
|
0062 7011.20 | 12.00 | 687.500 | 8,250.00
|
W-BEAM GUARDRAIL | LF | 687.500 | 8,250.00
|
| | 286.500 | 3,438.00
|
| | 0.000 | 0.00
|
| | |
|
0063 7020.00 | 1,250.00 | 4.000 | 5,000.00
|
BRIDGE APPROACH SECTIONS | EACH | 4.000 | 5,000.00
|
| | 2.000 | 2,500.00
|
| | 0.000 | 0.00
|
| | |
|
0064 7024.25 | 2,150.00 | 4.000 | 8,600.00
|
GUARDRAIL END TREATMENT, TYPE I | EACH | 4.000 | 8,600.00
|
| | 2.000 | 4,300.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | Contracted | 33,395.00
|
| | Current | 33,395.00
|
| | In place | 15,981.60
|
| | This Estimate | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0065 0001.00 | 350.00 | 362.000 | 126,700.00
|
SURVEILLANCE OF TEMPORARY TRAFFIC CONTROL DEVICES | CDAY | 181.000 | 63,350.00
|
| | 160.000 | 56,000.00
|
| | 22.000 | 7,700.00
|
| | |
|
0066 0001.08 | 0.50 | 13,424.000 | 6,712.00
|
BARRICADE, TYPE II | BDAY | 13,424.000 | 6,712.00
|
| | 14,342.000 | 7,171.00
|
| | 2,024.000 | 1,012.00
|
| | |
|
0067 0001.10 | 0.90 | 2,002.000 | 1,801.80
|
BARRICADE, TYPE III | BDAY | 2,002.000 | 1,801.80
|
| | 1,733.000 | 1,559.70
|
| | 176.000 | 158.40
|
| | |
|
0068 0001.75 | 5.00 | 120.000 | 600.00
|
TEMPORARY SIGN DAY | EACH | 120.000 | 600.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0069 0001.90 | 0.95 | 13,762.000 | 13,073.90
|
SIGN DAY | EACH | 13,762.000 | 13,073.90
|
| | 9,682.000 | 9,197.90
|
| | 1,320.000 | 1,254.00
|
| | |
|
0070 0002.30 | 0.45 | 7,500.000 | 3,375.00
|
PAVEMENT MARKING REMOVAL | LF | 7,500.000 | 3,375.00
|
| | 4,160.000 | 1,872.00
|
| | 0.000 | 0.00
|
| | |
|
0071 0002.39 | 0.85 | 7,500.000 | 6,375.00
|
TEMPORARY PAVEMENT MARKING, TYPE II | LF | 7,500.000 | 6,375.00
|
| | 12,467.200 | 10,597.12
|
| | 0.000 | 0.00
|
| | |
|
0072 0002.97 | 35.00 | 372.000 | 13,020.00
|
FLASHING ARROW PANEL | DAY | 372.000 | 13,020.00
|
| | 310.000 | 10,850.00
|
| | 44.000 | 1,540.00
|
| | |
|
0073 0003.50 | 58.00 | 700.000 | 40,600.00
|
CONCRETE PROTECTION BARRIER | LF | 700.000 | 40,600.00
|
| | 700.000 | 40,600.00
|
| | 0.000 | 0.00
|
| | |
|
0074 0003.56 | 4.50 | 1,925.000 | 8,662.50
|
RELOCATE CONCRETE PROTECTION BARRIER | LF | 1,400.000 | 6,300.00
|
| | 700.000 | 3,150.00
|
| | 0.000 | 0.00
|
| | |
|
0075 0003.58 | 3,800.00 | 2.000 | 7,600.00
|
INERTIAL BARRIER SYSTEM | EACH | 2.000 | 7,600.00
|
| | 2.000 | 7,600.00
|
| | 0.000 | 0.00
|
| | |
|
0076 0003.64 | 300.00 | 2.000 | 600.00
|
REPLACEMENT MODULE | EACH | 2.000 | 600.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0077 0010.04 | 3,200.00 | 1.000 | 3,200.00
|
FIELD OFFICE | EACH | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0078 0020.00 | 0.80 | 1,000.000 | 800.00
|
TRAINING | HOUR | 1,000.000 | 800.00
|
| | 891.500 | 713.20
|
| | 0.000 | 0.00
|
| | |
|
0079 0030.10 | 0.00 | 1.000 | 0.00
|
MOBILIZATION | LS | 1.000 | 0.00
|
| | 1.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4001 0010.04 | 2,450.00 | 0.000 | 0.00
|
FIELD OFFICE | EACH | 1.000 | 2,450.00
|
| | 1.000 | 2,450.00
|
| | 0.000 | 0.00
|
| | |
|
4004 6960.06 | 3.685 | 0.000 | 0.00
|
ADDITIONAL WORK | LF | 700.000 | 2,579.50
|
CONCRETE CYLINDER TESTING FOR CONCRETE PROTECTION BARRIER | | 700.000 | 2,579.50
|
| | 0.000 | 0.00
|
| | |
|
4006 6960.02 | 14,085.75 | 0.000 | 0.00
|
ADDITIONAL WORK | LS | 1.000 | 14,085.75
|
INSTALLING STATE FURNISHED CONCRETE PROTECTION BARRIER | | 1.000 | 14,085.75
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 233,120.20
|
| | Current | 183,322.95
|
| | In place | 168,426.17
|
| | This Estimate | 11,664.40
|
| | |
|
Totals for contract | | Contracted | 1,763,626.59
|
---|
| | Current | 1,750,069.67
|
---|
| | In place | 1,578,552.70
|
---|
| | This Estimate | 291,039.14
|
---|