| | | 1. Contracted
|
---|
| | | 2. Current
|
---|
| | | 3. To date
|
---|
Item Nbr Item Code | Unit Price | | 4. This Est
|
---|
Item Description | Units | Qty | Amount
|
---|
GROUP 1 GRADING | | |
|
0001 L006.50 | 3,000.00 | 2.450 | 7,350.00
|
TEMPORARY SEEDING | ACRE | 2.450 | 7,350.00
|
| | 2.450 | 7,350.00
|
| | 0.000 | 0.00
|
| | |
|
0002 L020.00 | 1.35 | 11,765.000 | 15,882.75
|
EROSION CONTROL | SY | 11,765.000 | 15,882.75
|
| | 6,297.000 | 8,500.95
|
| | 0.000 | 0.00
|
| | |
|
0003 L020.01 | 6.00 | 80.000 | 480.00
|
EROSION CONTROL, TYPE A | SY | 80.000 | 480.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0004 L020.09 | 12.00 | 285.000 | 3,420.00
|
EROSION CONTROL, TYPE AAA | SY | 285.000 | 3,420.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0005 L020.10 | 1.50 | 145.000 | 217.50
|
EROSION CONTROL, TYPE HV | SY | 145.000 | 217.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0006 L021.01 | 15.00 | 3.000 | 45.00
|
EROSION CHECKS, TYPE A | BALE | 3.000 | 45.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0007 L022.11 | 2.50 | 575.600 | 1,439.00
|
FABRIC SILT FENCE-LOW POROSITY | LF | 575.600 | 1,439.00
|
| | 888.000 | 2,220.00
|
| | 0.000 | 0.00
|
| | |
|
0008 L022.25 | 3.00 | 3,018.700 | 9,056.10
|
FABRIC SILT FENCE, TYPE COIR FIBER | LF | 3,018.700 | 9,056.10
|
| | 2,125.000 | 6,375.00
|
| | 0.000 | 0.00
|
| | |
|
0009 L022.75 | 5.00 | 166.000 | 830.00
|
TEMPORARY SILT CHECK | LF | 166.000 | 830.00
|
| | 30.000 | 150.00
|
| | 0.000 | 0.00
|
| | |
|
0010 P300.72 | 82.00 | 384.000 | 31,488.00
|
72" CULVERT PIPE, TYPE 3,4 OR 5 | LF | 384.000 | 31,488.00
|
| | 384.000 | 31,488.00
|
| | 0.000 | 0.00
|
| | |
|
0011 0030.10 | 24,182.25 | 1.000 | 24,182.25
|
MOBILIZATION | LS | 1.000 | 24,182.25
|
| | 1.000 | 24,182.25
|
| | 0.000 | 0.00
|
| | |
|
0012 1009.00 | 5,666.67 | 1.000 | 5,666.67
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 5,666.67
|
| | 0.950 | 5,383.34
|
| | 0.000 | 0.00
|
| | |
|
0013 1010.01 | 2.75 | 17,961.000 | 49,392.75
|
EXCAVATION (ESTABLISHED QUANTITY) | CY | 17,961.000 | 49,392.75
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0014 1011.00 | 4.00 | 173.000 | 692.00
|
WATER | MGAL | 173.000 | 692.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0015 1012.00 | 70.00 | 13.000 | 910.00
|
RIGHT-OF-WAY MARKERS | EACH | 13.000 | 910.00
|
| | 13.000 | 910.00
|
| | 0.000 | 0.00
|
| | |
|
0016 1017.00 | 35,000.00 | 1.000 | 35,000.00
|
CONSTRUCTION STAKING AND SURVEYING | LS | 1.000 | 35,000.00
|
| | 0.750 | 26,250.00
|
| | 0.250 | 8,750.00
|
| | |
|
0017 1030.00 | 3.50 | 22,835.000 | 79,922.50
|
EARTHWORK MEASURED IN EMBANKMENT | CY | 22,835.000 | 79,922.50
|
| | 22,835.000 | 79,922.50
|
| | 0.000 | 0.00
|
| | |
|
0019 1101.00 | 3.90 | 1,286.000 | 5,015.40
|
REMOVE PAVEMENT | SY | 1,286.000 | 5,015.40
|
| | 549.000 | 2,141.10
|
| | 0.000 | 0.00
|
| | |
|
0020 1143.00 | 10.00 | 34.000 | 340.00
|
REMOVE DRIVEWAY CULVERT PIPE | LF | 34.000 | 340.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0021 1405.00 | 10.00 | 34.000 | 340.00
|
RELAYING DRIVEWAY CULVERT PIPE | LF | 34.000 | 340.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0022 1701.24 | 20.00 | 68.000 | 1,360.00
|
24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | LF | 68.000 | 1,360.00
|
| | 68.000 | 1,360.00
|
| | 0.000 | 0.00
|
| | |
|
0023 1701.42 | 42.00 | 96.000 | 4,032.00
|
42" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | LF | 96.000 | 4,032.00
|
| | 96.000 | 4,032.00
|
| | 0.000 | 0.00
|
| | |
|
0024 2001.03 | 15.00 | 1,128.000 | 16,920.00
|
GRAVEL SURFACE COURSE | TON | 1,128.000 | 16,920.00
|
| | 1,113.850 | 16,707.75
|
| | 0.000 | 0.00
|
| | |
|
0025 2009.10 | 150.00 | 30.822 | 4,623.30
|
GRAVEL EMBEDMENT | STA | 30.822 | 4,623.30
|
| | 30.822 | 4,623.30
|
| | 0.000 | 0.00
|
| | |
|
0026 7017.00 | 1.20 | 816.000 | 979.20
|
REMOVE GUARDRAIL | LF | 816.000 | 979.20
|
| | 816.000 | 979.20
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 299,584.42
|
| | Current | 299,584.42
|
| | In place | 222,575.39
|
| | This Estimate | 8,750.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 602+72.87 | | |
|
0027 0030.60 | 33,000.00 | 1.000 | 33,000.00
|
MOBILIZATION | LS | 1.000 | 33,000.00
|
| | 1.000 | 33,000.00
|
| | 0.000 | 0.00
|
| | |
|
0028 1010.01 | 5.00 | 616.000 | 3,080.00
|
EXCAVATION (ESTABLISHED QUANTITY) | CY | 616.000 | 3,080.00
|
| | 616.000 | 3,080.00
|
| | 0.000 | 0.00
|
| | |
|
0029 3050.15 | 220.00 | 208.900 | 45,958.00
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 | CY | 208.900 | 45,958.00
|
| | 218.050 | 47,971.00
|
| | 0.000 | 0.00
|
| | |
|
0030 3051.10 | 0.70 | 24,045.000 | 16,831.50
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | LB | 24,045.000 | 16,831.50
|
| | 24,045.000 | 16,831.50
|
| | 0.000 | 0.00
|
| | |
|
0031 6000.10 | 8,000.00 | 1.000 | 8,000.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 8,000.00
|
| | 1.000 | 8,000.00
|
| | 0.000 | 0.00
|
| | |
|
0032 6000.11 | 8,000.00 | 1.000 | 8,000.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 8,000.00
|
| | 1.000 | 8,000.00
|
| | 0.000 | 0.00
|
| | |
|
0033 6005.35 | 40.00 | 92.700 | 3,708.00
|
PRECOMPRESSED POLYURETHANE FOAM JOINT | LF | 92.700 | 3,708.00
|
| | 92.700 | 3,708.00
|
| | 0.000 | 0.00
|
| | |
|
0034 6005.60 | 900.00 | 4.000 | 3,600.00
|
ELASTOMERIC BEARING | EACH | 4.000 | 3,600.00
|
| | 4.000 | 3,600.00
|
| | 0.000 | 0.00
|
| | |
|
0035 6010.22 | 475.00 | 35.700 | 16,957.50
|
CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 35.700 | 16,957.50
|
| | 35.700 | 16,957.50
|
| | 0.000 | 0.00
|
| | |
|
0036 6010.26 | 420.00 | 131.200 | 55,104.00
|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 131.200 | 55,104.00
|
| | 133.170 | 55,931.40
|
| | 0.000 | 0.00
|
| | |
|
0037 6030.00 | 45,000.00 | 1.000 | 45,000.00
|
PREPARATION OF BRIDGE | EACH | 1.000 | 45,000.00
|
AT STA. 602+72.87 | | 1.000 | 45,000.00
|
| | 0.000 | 0.00
|
| | |
|
0038 6071.12 | 44,000.00 | 1.000 | 44,000.00
|
STEEL SUPERSTRUCTURE | LS | 1.000 | 44,000.00
|
AT STA. 602+72.87 | | 1.000 | 44,000.00
|
| | 0.000 | 0.00
|
| | |
|
0039 6104.00 | 20.00 | 50.000 | 1,000.00
|
BROKEN CONCRETE RIPRAP | TON | 50.000 | 1,000.00
|
| | 50.000 | 1,000.00
|
| | 0.000 | 0.00
|
| | |
|
0040 6105.02 | 29.00 | 480.000 | 13,920.00
|
ROCK RIPRAP, TYPE B | TON | 480.000 | 13,920.00
|
| | 460.360 | 13,350.44
|
| | 0.000 | 0.00
|
| | |
|
0041 6131.50 | 0.60 | 25,168.000 | 15,100.80
|
EPOXY COATED REINFORCING STEEL | LB | 25,168.000 | 15,100.80
|
| | 25,583.000 | 15,349.80
|
| | 0.000 | 0.00
|
| | |
|
0042 6139.50 | 40.00 | 65.000 | 2,600.00
|
SUBSURFACE DRAINAGE MATTING | SY | 65.000 | 2,600.00
|
| | 65.000 | 2,600.00
|
| | 0.000 | 0.00
|
| | |
|
0043 6210.50 | 27.00 | 810.000 | 21,870.00
|
PIPE PILING | LF | 810.000 | 21,870.00
|
| | 854.300 | 23,066.10
|
| | 0.000 | 0.00
|
| | |
|
0044 8091.00 | 24.00 | 60.600 | 1,454.40
|
GRANULAR BACKFILL | CY | 60.600 | 1,454.40
|
| | 60.600 | 1,454.40
|
| | 0.000 | 0.00
|
| | |
|
4003 6210.61 | 135.00 | 0.000 | 0.00
|
PILE SPLICE | EACH | 9.000 | 1,215.00
|
SEC. 703.05 PARA. # 3, PAY FOR SPLICES ORDERED BY THE ENGINEER | | 4.000 | 540.00
|
| | 0.000 | 0.00
|
| | |
|
4004 6210.60 | 16.20 | 0.000 | 0.00
|
PAY CUT-OFF FOR PIPE PILE | LF | 12.000 | 194.40
|
Sec. 703.05 PARA. # 2, PAY CUT-OFF OF BEARING PILE | | 37.700 | 610.74
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 602+72.87 | | Contracted | 339,184.20
|
| | Current | 340,593.60
|
| | In place | 344,050.88
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6B BRIDGE AT STA. 494+07.88 | | |
|
0064 0030.60 | 42,000.00 | 1.000 | 42,000.00
|
MOBILIZATION | LS | 1.000 | 42,000.00
|
| | 1.000 | 42,000.00
|
| | 0.000 | 0.00
|
| | |
|
0065 1010.01 | 5.00 | 746.000 | 3,730.00
|
EXCAVATION (ESTABLISHED QUANTITY) | CY | 746.000 | 3,730.00
|
| | 746.000 | 3,730.00
|
| | 746.000 | 3,730.00
|
| | |
|
0066 3050.15 | 220.00 | 210.000 | 46,200.00
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 | CY | 210.000 | 46,200.00
|
| | 210.000 | 46,200.00
|
| | 0.000 | 0.00
|
| | |
|
0067 3051.10 | 0.70 | 24,045.000 | 16,831.50
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | LB | 24,045.000 | 16,831.50
|
| | 24,045.000 | 16,831.50
|
| | 0.000 | 0.00
|
| | |
|
0068 6000.10 | 9,000.00 | 1.000 | 9,000.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 9,000.00
|
| | 1.000 | 9,000.00
|
| | 0.000 | 0.00
|
| | |
|
0069 6000.11 | 9,000.00 | 1.000 | 9,000.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 9,000.00
|
| | 1.000 | 9,000.00
|
| | 0.000 | 0.00
|
| | |
|
0070 6005.35 | 50.00 | 92.700 | 4,635.00
|
PRECOMPRESSED POLYURETHANE FOAM JOINT | LF | 92.700 | 4,635.00
|
| | 92.700 | 4,635.00
|
| | 0.000 | 0.00
|
| | |
|
0071 6005.60 | 950.00 | 10.000 | 9,500.00
|
ELASTOMERIC BEARING | EACH | 10.000 | 9,500.00
|
| | 10.000 | 9,500.00
|
| | 0.000 | 0.00
|
| | |
|
0072 6010.22 | 425.00 | 67.200 | 28,560.00
|
CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 67.200 | 28,560.00
|
| | 67.200 | 28,560.00
|
| | 0.000 | 0.00
|
| | |
|
0073 6010.26 | 380.00 | 154.600 | 58,748.00
|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 154.600 | 58,748.00
|
| | 154.600 | 58,748.00
|
| | 0.000 | 0.00
|
| | |
|
0074 6011.11 | 70,000.00 | 1.000 | 70,000.00
|
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 70,000.00
|
494+07.88 | | 1.000 | 70,000.00
|
| | 0.000 | 0.00
|
| | |
|
0075 6040.00 | 20,000.00 | 1.000 | 20,000.00
|
REMOVE STRUCTURE | EACH | 1.000 | 20,000.00
|
AT STA. 494+01.32 | | 1.000 | 20,000.00
|
| | 0.000 | 0.00
|
| | |
|
0076 6104.00 | 20.00 | 30.000 | 600.00
|
BROKEN CONCRETE RIPRAP | TON | 30.000 | 600.00
|
| | 30.000 | 600.00
|
| | 30.000 | 600.00
|
| | |
|
0077 6105.02 | 30.00 | 655.000 | 19,650.00
|
ROCK RIPRAP, TYPE B | TON | 655.000 | 19,650.00
|
| | 664.310 | 19,929.30
|
| | 0.000 | 0.00
|
| | |
|
0078 6131.50 | 0.55 | 36,868.000 | 20,277.40
|
EPOXY COATED REINFORCING STEEL | LB | 36,868.000 | 20,277.40
|
| | 41,527.000 | 22,839.85
|
| | 0.000 | 0.00
|
| | |
|
0079 6139.50 | 35.00 | 85.000 | 2,975.00
|
SUBSURFACE DRAINAGE MATTING | SY | 85.000 | 2,975.00
|
| | 85.000 | 2,975.00
|
| | 0.000 | 0.00
|
| | |
|
0080 6210.12 | 22.00 | 800.000 | 17,600.00
|
HP 10"X42# STEEL PILING | LF | 800.000 | 17,600.00
|
| | 620.300 | 13,646.60
|
| | 0.000 | 0.00
|
| | |
|
0081 6310.00 | 14.00 | 3,743.300 | 52,406.20
|
STEEL SHEET PILING | SF | 3,743.300 | 52,406.20
|
| | 3,565.000 | 49,910.00
|
| | 0.000 | 0.00
|
| | |
|
0082 8091.00 | 28.00 | 570.000 | 15,960.00
|
GRANULAR BACKFILL | CY | 570.000 | 15,960.00
|
| | 570.000 | 15,960.00
|
| | 0.000 | 0.00
|
| | |
|
4005 6210.32 | 13.20 | 0.000 | 0.00
|
PAY CUT-OFF 10" X 42# STEEL PILING | LF | 56.900 | 751.08
|
SEC. 703.05, PARP # 2, PAY CUT-OFF OF BEARING PILE. | | 179.800 | 2,373.36
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6B BRIDGE AT STA. 494+07.88 | | Contracted | 447,673.10
|
| | Current | 448,424.18
|
| | In place | 446,438.61
|
| | This Estimate | 4,330.00
|
| | |
|
GROUP 6D BRIDGE AT STA. 408+93.53 | | |
|
0102 0030.60 | 62,000.00 | 1.000 | 62,000.00
|
MOBILIZATION | LS | 1.000 | 62,000.00
|
| | 1.000 | 62,000.00
|
| | 0.000 | 0.00
|
| | |
|
0103 1010.01 | 4.50 | 3,555.000 | 15,997.50
|
EXCAVATION (ESTABLISHED QUANTITY) | CY | 3,555.000 | 15,997.50
|
| | 1,778.000 | 8,001.00
|
| | 0.000 | 0.00
|
| | |
|
0104 3050.15 | 220.00 | 208.900 | 45,958.00
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 | CY | 208.900 | 45,958.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0105 3051.10 | 0.70 | 24,116.000 | 16,881.20
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | LB | 24,116.000 | 16,881.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0106 6000.10 | 6,000.00 | 1.000 | 6,000.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 6,000.00
|
| | 1.000 | 6,000.00
|
| | 0.000 | 0.00
|
| | |
|
0107 6000.11 | 6,000.00 | 1.000 | 6,000.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 6,000.00
|
| | 1.000 | 6,000.00
|
| | 0.000 | 0.00
|
| | |
|
0108 6005.35 | 45.00 | 92.670 | 4,170.15
|
PRECOMPRESSED POLYURETHANE FOAM JOINT | LF | 92.670 | 4,170.15
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0109 6005.60 | 850.00 | 30.000 | 25,500.00
|
ELASTOMERIC BEARING | EACH | 30.000 | 25,500.00
|
| | 30.000 | 25,500.00
|
| | 0.000 | 0.00
|
| | |
|
0110 6010.22 | 425.00 | 118.000 | 50,150.00
|
CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 118.000 | 50,150.00
|
| | 76.600 | 32,555.00
|
| | 0.000 | 0.00
|
| | |
|
0111 6010.26 | 300.00 | 371.100 | 111,330.00
|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 371.100 | 111,330.00
|
| | 66.000 | 19,800.00
|
| | 66.000 | 19,800.00
|
| | |
|
0112 6011.11 | 155,000.00 | 1.000 | 155,000.00
|
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 155,000.00
|
AT STA. 408+93.53 | | 1.000 | 155,000.00
|
| | 0.000 | 0.00
|
| | |
|
0113 6030.02 | 50,000.00 | 1.000 | 50,000.00
|
PREPARATION OF BRIDGE | EACH | 1.000 | 50,000.00
|
AT STA. 408+93.53 | | 1.000 | 50,000.00
|
| | 0.000 | 0.00
|
| | |
|
0114 6104.00 | 20.00 | 115.000 | 2,300.00
|
BROKEN CONCRETE RIPRAP | TON | 115.000 | 2,300.00
|
| | 154.500 | 3,090.00
|
| | 0.000 | 0.00
|
| | |
|
0115 6105.02 | 30.00 | 535.000 | 16,050.00
|
ROCK RIPRAP, TYPE B | TON | 535.000 | 16,050.00
|
| | 651.990 | 19,559.70
|
| | 0.000 | 0.00
|
| | |
|
0116 6131.50 | 0.50 | 100,934.000 | 50,467.00
|
EPOXY COATED REINFORCING STEEL | LB | 100,934.000 | 50,467.00
|
| | 22,624.000 | 11,312.00
|
| | 6,000.000 | 3,000.00
|
| | |
|
0117 6139.50 | 35.00 | 60.900 | 2,131.50
|
SUBSURFACE DRAINAGE MATTING | SY | 60.900 | 2,131.50
|
| | 60.900 | 2,131.50
|
| | 60.900 | 2,131.50
|
| | |
|
0118 6251.40 | 650.00 | 36.000 | 23,400.00
|
ROCK SOCKET | LF | 36.000 | 23,400.00
|
| | 36.000 | 23,400.00
|
| | 0.000 | 0.00
|
| | |
|
0119 6251.50 | 550.00 | 31.800 | 17,490.00
|
DRILLED SHAFT | LF | 31.800 | 17,490.00
|
| | 31.800 | 17,490.00
|
| | 0.000 | 0.00
|
| | |
|
0120 8091.00 | 30.00 | 140.000 | 4,200.00
|
GRANULAR BACKFILL | CY | 140.000 | 4,200.00
|
| | 140.000 | 4,200.00
|
| | 20.000 | 600.00
|
| | |
|
4001 5100.00 | 5,000.00 | 0.000 | 0.00
|
REMOVAL OF EXISTING STRUCTURES | EACH | 2.000 | 10,000.00
|
Removal of Piers # 2 & 3 @ 408+93.53 | | 2.000 | 10,000.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6D BRIDGE AT STA. 408+93.53 | | Contracted | 665,025.35
|
| | Current | 675,025.35
|
| | In place | 456,039.20
|
| | This Estimate | 25,531.50
|
| | |
|
GROUP 7 GUARDRAIL | | |
|
0125 0030.70 | 3,600.00 | 1.000 | 3,600.00
|
MOBILIZATION | LS | 1.000 | 3,600.00
|
| | 0.706 | 2,544.75
|
| | 0.000 | 0.00
|
| | |
|
0126 7001.50 | 311.00 | 3.000 | 933.00
|
CULVERT MOUNTED GUARDRAIL POST | EACH | 3.000 | 933.00
|
| | 3.000 | 933.00
|
| | 0.000 | 0.00
|
| | |
|
0127 7011.20 | 11.22 | 700.000 | 7,854.00
|
W-BEAM GUARDRAIL | LF | 700.000 | 7,854.00
|
| | 100.000 | 1,122.00
|
| | 0.000 | 0.00
|
| | |
|
0128 7020.00 | 1,008.00 | 12.000 | 12,096.00
|
BRIDGE APPROACH SECTIONS | EACH | 12.000 | 12,096.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0129 7024.25 | 1,745.00 | 1.000 | 1,745.00
|
GUARDRAIL END TREATMENT, TYPE I | EACH | 1.000 | 1,745.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0130 7024.27 | 1,445.00 | 13.000 | 18,785.00
|
GUARDRAIL END TREATMENT, TYPE II | EACH | 13.000 | 18,785.00
|
| | 2.000 | 2,890.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | Contracted | 45,013.00
|
| | Current | 45,013.00
|
| | In place | 7,489.75
|
| | This Estimate | 0.00
|
| | |
|
GROUP 8B ELECTRICAL | | |
|
0131 A780.05 | 7,000.00 | 1.000 | 7,000.00
|
TEMPORARY LIGHTING SYSTEM | EACH | 1.000 | 7,000.00
|
| | 0.650 | 4,550.00
|
| | 0.000 | 0.00
|
| | |
|
0132 A800.56 | 50.00 | 10.000 | 500.00
|
OPERATION AND MAINTENANCE OF TEMPORARY LIGHTING SYSTEM | DAY | 10.000 | 500.00
|
| | 122.000 | 6,100.00
|
| | 12.000 | 600.00
|
| | |
|
0133 0030.81 | 1,000.00 | 1.000 | 1,000.00
|
MOBILIZATION | LS | 1.000 | 1,000.00
|
| | 0.800 | 800.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 8B ELECTRICAL | | Contracted | 8,500.00
|
| | Current | 8,500.00
|
| | In place | 11,450.00
|
| | This Estimate | 600.00
|
| | |
|
GROUP 9 BITUMINOUS | | |
|
0134 0002.55 | 13.00 | 43.000 | 559.00
|
OVERLAY BROKEN LINES | STA | 43.000 | 559.00
|
| | 20.000 | 260.00
|
| | 20.000 | 260.00
|
| | |
|
0135 0002.60 | 13.00 | 86.000 | 1,118.00
|
OVERLAY SOLID LINES | STA | 86.000 | 1,118.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0136 0030.90 | 23,671.25 | 1.000 | 23,671.25
|
MOBILIZATION | LS | 1.000 | 23,671.25
|
| | 1.000 | 23,671.25
|
| | 0.000 | 0.00
|
| | |
|
0137 2001.03 | 15.00 | 34.000 | 510.00
|
GRAVEL SURFACE COURSE | TON | 34.000 | 510.00
|
| | 29.610 | 444.15
|
| | 0.000 | 0.00
|
| | |
|
0138 8111.00 | 250.00 | 54.606 | 13,651.50
|
SHOULDER SUBGRADE PREPARATION | STA | 54.606 | 13,651.50
|
| | 39.930 | 9,982.50
|
| | 26.440 | 6,610.00
|
| | |
|
0139 9005.23 | 38.75 | 1,790.000 | 69,362.50
|
ASPHALTIC CONCRETE, TYPE SPS | TON | 1,790.000 | 69,362.50
|
| | 1,271.920 | 49,286.90
|
| | 779.870 | 30,219.96
|
| | |
|
0140 9005.45 | 40.00 | 1,570.000 | 62,800.00
|
ASPHALTIC CONCRETE, TYPE SP4(0.5) | TON | 1,570.000 | 62,800.00
|
| | 1,070.430 | 42,817.20
|
| | 706.990 | 28,279.60
|
| | |
|
0141 9009.00 | 3.75 | 366.000 | 1,372.50
|
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS | SY | 366.000 | 1,372.50
|
| | 366.000 | 1,372.50
|
| | 0.000 | 0.00
|
| | |
|
0142 9021.01 | 213.00 | 84.780 | 18,058.14
|
PERFORMANCE GRADED BINDER (64-22) | TON | 84.780 | 18,058.14
|
| | 59.301 | 12,631.11
|
| | 20.006 | 4,261.28
|
| | |
|
0143 9021.03 | 213.00 | 96.600 | 20,575.80
|
PERFORMANCE GRADED BINDER (58-28) | TON | 96.600 | 20,575.80
|
| | 48.394 | 10,307.92
|
| | 48.394 | 10,307.92
|
| | |
|
0144 9034.00 | 3.45 | 366.000 | 1,262.70
|
PREPARATION OF INTERSECTIONS AND DRIVEWAYS | SY | 366.000 | 1,262.70
|
| | 366.000 | 1,262.70
|
| | 0.000 | 0.00
|
| | |
|
0145 9053.00 | 1.15 | 1,740.000 | 2,001.00
|
TACK COAT | GAL | 1,740.000 | 2,001.00
|
| | 1,225.000 | 1,408.75
|
| | 750.000 | 862.50
|
| | |
|
0146 9111.00 | 10.00 | 27.000 | 270.00
|
WATER | MGAL | 27.000 | 270.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0147 9179.80 | 825.00 | 8.000 | 6,600.00
|
MILLING CONCRETE FOR INLAYS | EACH | 8.000 | 6,600.00
|
| | 6.000 | 4,950.00
|
| | 4.000 | 3,300.00
|
| | |
|
0148 9188.50 | 25.00 | 797.000 | 19,925.00
|
SURFACING UNDER GUARDRAIL | SY | 797.000 | 19,925.00
|
| | 590.000 | 14,750.00
|
| | 440.000 | 11,000.00
|
| | |
|
GROUP 9 BITUMINOUS | | Contracted | 241,737.39
|
| | Current | 241,737.39
|
| | In place | 173,144.98
|
| | This Estimate | 95,101.26
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0149 0001.08 | 0.50 | 17,310.000 | 8,655.00
|
BARRICADE, TYPE II | BDAY | 17,310.000 | 8,655.00
|
| | 13,888.000 | 6,944.00
|
| | 1,568.000 | 784.00
|
| | |
|
0150 0001.10 | 1.10 | 7,570.000 | 8,327.00
|
BARRICADE, TYPE III | BDAY | 7,570.000 | 8,327.00
|
| | 6,733.000 | 7,406.30
|
| | 490.000 | 539.00
|
| | |
|
0151 0001.30 | 1.20 | 2,092.000 | 2,510.40
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 2,092.000 | 2,510.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0152 0001.90 | 0.55 | 17,018.000 | 9,359.90
|
SIGN DAY | EACH | 17,018.000 | 9,359.90
|
| | 11,945.000 | 6,569.75
|
| | 994.000 | 546.70
|
| | |
|
0153 0002.30 | 0.60 | 400.000 | 240.00
|
PAVEMENT MARKING REMOVAL | LF | 400.000 | 240.00
|
| | 880.000 | 528.00
|
| | 0.000 | 0.00
|
| | |
|
0154 0002.38 | 0.40 | 2,100.000 | 840.00
|
TEMPORARY PAVEMENT MARKING, TYPE I | LF | 2,100.000 | 840.00
|
| | 5,863.000 | 2,345.20
|
| | 0.000 | 0.00
|
| | |
|
0155 0003.10 | 200.00 | 60.000 | 12,000.00
|
FLAGGING | DAY | 60.000 | 12,000.00
|
| | 47.000 | 9,400.00
|
| | 0.000 | 0.00
|
| | |
|
0156 0010.04 | 3,000.00 | 1.000 | 3,000.00
|
FIELD OFFICE | EACH | 1.000 | 3,000.00
|
| | 1.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | |
|
0157 0020.00 | 0.80 | 1,000.000 | 800.00
|
TRAINING | HOUR | 1,000.000 | 800.00
|
| | 436.500 | 349.20
|
| | 0.000 | 0.00
|
| | |
|
0158 0030.00 | 5,066.67 | 1.000 | 5,066.67
|
MOBILIZATION | LS | 1.000 | 5,066.67
|
| | 1.000 | 5,066.67
|
| | 0.000 | 0.00
|
| | |
|
0159 9110.01 | 65.00 | 10.000 | 650.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 10.000 | 650.00
|
| | 24.000 | 1,560.00
|
| | 0.000 | 0.00
|
| | |
|
0160 9110.03 | 50.00 | 10.000 | 500.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 10.000 | 500.00
|
| | 8.000 | 400.00
|
| | 0.000 | 0.00
|
| | |
|
0161 9110.07 | 45.00 | 10.000 | 450.00
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 10.000 | 450.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4000 0001.99 | 0.84 | 0.000 | 0.00
|
CONTRACTOR FURNISHED SIGN DAY | EACH | 600.000 | 504.00
|
Contractor Supplied Signs | | 1,928.000 | 1,619.52
|
| | 168.000 | 141.12
|
| | |
|
4002 9110.02 | 74.75 | 0.000 | 0.00
|
RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 30.000 | 2,242.50
|
SEC. 104.05 PARP. #4, 4a, 4b, Shoofly Maintenance | | 26.000 | 1,943.50
|
| | 4.000 | 299.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 52,398.97
|
| | Current | 55,145.47
|
| | In place | 47,132.14
|
| | This Estimate | 2,309.82
|
| | |
|
GROUP 1 GRADING | | |
|
0002 L020.00 | 1.35 | 850.000 | 1,147.50
|
EROSION CONTROL | SY | 850.000 | 1,147.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0011 0030.10 | 817.75 | 1.000 | 817.75
|
MOBILIZATION | LS | 1.000 | 817.75
|
| | 1.000 | 817.75
|
| | 0.000 | 0.00
|
| | |
|
0012 1009.00 | 1,133.33 | 1.000 | 1,133.33
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 1,133.33
|
| | 1.000 | 1,133.33
|
| | 0.000 | 0.00
|
| | |
|
0018 1033.00 | 4,250.00 | 2.350 | 9,987.50
|
ROADWAY GRADING | STA | 2.350 | 9,987.50
|
| | 2.350 | 9,987.50
|
| | 0.000 | 0.00
|
| | |
|
0026 7017.00 | 1.20 | 100.000 | 120.00
|
REMOVE GUARDRAIL | LF | 100.000 | 120.00
|
| | 100.000 | 120.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 13,206.08
|
| | Current | 13,206.08
|
| | In place | 12,058.58
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6E BRIDGE AT R.P. 000.380 | | |
|
0121 0030.60 | 2,500.00 | 1.000 | 2,500.00
|
MOBILIZATION | LS | 1.000 | 2,500.00
|
| | 0.590 | 1,475.00
|
| | 0.000 | 0.00
|
| | |
|
0122 6010.26 | 550.00 | 10.200 | 5,610.00
|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 10.200 | 5,610.00
|
| | 10.200 | 5,610.00
|
| | 0.000 | 0.00
|
| | |
|
0123 6020.00 | 1.20 | 1,500.000 | 1,800.00
|
REINFORCING STEEL FOR BRIDGE | LB | 1,500.000 | 1,800.00
|
| | 1,500.000 | 1,800.00
|
| | 0.000 | 0.00
|
| | |
|
0124 6030.00 | 5,000.00 | 1.000 | 5,000.00
|
PREPARATION OF BRIDGE | EACH | 1.000 | 5,000.00
|
AT REF. POST 0+38 | | 1.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6E BRIDGE AT R.P. 000.380 | | Contracted | 14,910.00
|
| | Current | 14,910.00
|
| | In place | 13,885.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 7 GUARD RAIL | | |
|
0125 0030.70 | 900.00 | 1.000 | 900.00
|
MOBILIZATION | LS | 1.000 | 900.00
|
| | 1.000 | 900.00
|
| | 0.000 | 0.00
|
| | |
|
0127 7011.20 | 11.22 | 50.000 | 561.00
|
W-BEAM GUARDRAIL | LF | 50.000 | 561.00
|
| | 50.000 | 561.00
|
| | 0.000 | 0.00
|
| | |
|
0128 7020.00 | 1,008.00 | 4.000 | 4,032.00
|
BRIDGE APPROACH SECTIONS | EACH | 4.000 | 4,032.00
|
| | 4.000 | 4,032.00
|
| | 0.000 | 0.00
|
| | |
|
0130 7024.27 | 1,445.00 | 4.000 | 5,780.00
|
GUARDRAIL END TREATMENT, TYPE II | EACH | 4.000 | 5,780.00
|
| | 4.000 | 5,780.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7 GUARD RAIL | | Contracted | 11,273.00
|
| | Current | 11,273.00
|
| | In place | 11,273.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | |
|
0136 0030.90 | 328.75 | 1.000 | 328.75
|
MOBILIZATION | LS | 1.000 | 328.75
|
| | 1.000 | 328.75
|
| | 0.000 | 0.00
|
| | |
|
0148 9188.50 | 25.00 | 171.000 | 4,275.00
|
SURFACING UNDER GUARDRAIL | SY | 171.000 | 4,275.00
|
| | 171.000 | 4,275.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | Contracted | 4,603.75
|
| | Current | 4,603.75
|
| | In place | 4,603.75
|
| | This Estimate | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0149 0001.08 | 0.50 | 720.000 | 360.00
|
BARRICADE, TYPE II | BDAY | 720.000 | 360.00
|
| | 332.000 | 166.00
|
| | 0.000 | 0.00
|
| | |
|
0150 0001.10 | 1.10 | 180.000 | 198.00
|
BARRICADE, TYPE III | BDAY | 180.000 | 198.00
|
| | 398.000 | 437.80
|
| | 0.000 | 0.00
|
| | |
|
0151 0001.30 | 1.20 | 36.000 | 43.20
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 36.000 | 43.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0152 0001.90 | 0.55 | 396.000 | 217.80
|
SIGN DAY | EACH | 396.000 | 217.80
|
| | 1,357.000 | 746.35
|
| | 0.000 | 0.00
|
| | |
|
0155 0003.10 | 200.00 | 20.000 | 4,000.00
|
FLAGGING | DAY | 20.000 | 4,000.00
|
| | 10.500 | 2,100.00
|
| | 0.000 | 0.00
|
| | |
|
0158 0030.00 | 633.33 | 1.000 | 633.33
|
MOBILIZATION | LS | 1.000 | 633.33
|
| | 0.860 | 544.66
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 5,452.33
|
| | Current | 5,452.33
|
| | In place | 3,994.81
|
| | This Estimate | 0.00
|
| | |
|
Totals for contract | | Contracted | 2,148,561.59
|
---|
| | Current | 2,163,468.57
|
---|
| | In place | 1,754,136.09
|
---|
| | This Estimate | 136,622.58
|
---|