| | Detailed breakdown of stockpiled materials | |
|
---|
Est Nbr: | 0006 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0043 | 6005.78 | EXPANSION BEARING, TFE TYPE | |
|
| | S.P. Initial Payment | 3,908.48 | E22730
|
| | Expansion Bearing, TFE Type | |
|
0044 | 6005.83 | FIXED BEARING | |
|
| | S.P. Initial Payment | 3,024.48 | E22730
|
| | Fixed Bearings | |
|
| | Total for estimate 0006: | 6,932.96 |
|
Est Nbr: | 0009 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0043 | 6005.78 | EXPANSION BEARING, TFE TYPE | |
|
| | S.P. Adjustment | -3,908.48 | E22730
|
| | Expansion Bearing, TFE Type | |
|
0044 | 6005.83 | FIXED BEARING | |
|
| | S.P. Adjustment | -3,024.48 | E22730
|
| | Fixed Bearings | |
|
| | Total for estimate 0009: | -6,932.96 |
|
Est Nbr: | 0010 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0046 | 6010.28 | CLASS 47BD-5000 CONCRETE FOR BRIDGE | |
|
| | S.P. Initial Payment | 4,965.80 | 1569
|
| | Stay-in-place bridge deck forms | |
|
| | S.P. Adjustment | -4,965.80 | 1569
|
| | Stay-in-place bridge deck forms | |
|
0049 | 6080.00 | STRUCTURAL STEEL FOR SUBSTRUCTURE | |
|
| | S.P. Initial Payment | 1,078.00 | 21346
|
| | Structural Steel for Substructure | |
|
| | Total for estimate 0010: | 1,078.00 |
|
| | Total remaining for contract: | 1,078.00 |
|
---|
| | | 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 L001.01 | 1,132.00 | 2.000 | 2,264.00
|
SEEDING, TYPE A | ACRE | 2.000 | 2,264.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0002 L020.00 | 2.04 | 2,237.000 | 4,563.48
|
EROSION CONTROL | SY | 2,237.000 | 4,563.48
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0003 L020.09 | 13.58 | 113.000 | 1,534.54
|
EROSION CONTROL, TYPE AAA | SY | 113.000 | 1,534.54
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0004 L022.11 | 2.60 | 1,356.000 | 3,525.60
|
FABRIC SILT FENCE-LOW POROSITY | LF | 1,356.000 | 3,525.60
|
| | 1,248.000 | 3,244.80
|
| | 0.000 | 0.00
|
| | |
|
0005 L022.12 | 3.39 | 64.000 | 216.96
|
FABRIC SILT FENCE-HIGH POROSITY | LF | 64.000 | 216.96
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0006 L032.75 | 91.00 | 4.000 | 364.00
|
MULCH | TON | 4.000 | 364.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0007 0030.10 | 4,876.00 | 1.000 | 4,876.00
|
MOBILIZATION | LS | 1.000 | 4,876.00
|
| | 1.000 | 4,876.00
|
| | 0.000 | 0.00
|
| | |
|
0008 1000.00 | 453.00 | 1.000 | 453.00
|
LARGE TREE REMOVAL | EACH | 1.000 | 453.00
|
| | 1.000 | 453.00
|
| | 0.000 | 0.00
|
| | |
|
0009 1009.00 | 5,545.00 | 1.000 | 5,545.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 5,545.00
|
| | 1.000 | 5,545.00
|
| | 0.000 | 0.00
|
| | |
|
0010 1011.00 | 6.79 | 182.000 | 1,235.78
|
WATER | MGAL | 182.000 | 1,235.78
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0011 1030.00 | 6.34 | 13,032.000 | 82,622.88
|
EARTHWORK MEASURED IN EMBANKMENT | CY | 13,032.000 | 82,622.88
|
| | 10,000.000 | 63,400.00
|
| | 0.000 | 0.00
|
| | |
|
0012 1101.00 | 3.39 | 1,262.000 | 4,278.18
|
REMOVE PAVEMENT | SY | 1,262.000 | 4,278.18
|
| | 1,223.000 | 4,145.97
|
| | 0.000 | 0.00
|
| | |
|
0013 1101.25 | 2.50 | 50.000 | 125.00
|
SAWING PAVEMENT | LF | 50.000 | 125.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0014 2009.52 | 0.37 | 5,021.000 | 1,857.77
|
CRUSHED ROCK EMBEDMENT | SY | 5,021.000 | 1,857.77
|
| | 3,300.000 | 1,221.00
|
| | 0.000 | 0.00
|
| | |
|
0015 2010.03 | 14.32 | 524.000 | 7,503.68
|
CRUSHED ROCK SURFACE COURSE | TON | 524.000 | 7,503.68
|
| | 400.000 | 5,728.00
|
| | 0.000 | 0.00
|
| | |
|
0016 7017.00 | 1.02 | 3,099.700 | 3,161.69
|
REMOVE GUARDRAIL | LF | 3,099.700 | 3,161.69
|
| | 3,099.700 | 3,161.69
|
| | 0.000 | 0.00
|
| | |
|
0017 9009.88 | 33.02 | 1,507.000 | 49,761.14
|
SURFACING 10" | SY | 1,507.000 | 49,761.14
|
| | 1,467.000 | 48,440.34
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 173,888.70
|
| | Current | 173,888.70
|
| | In place | 140,215.80
|
| | This Estimate | 0.00
|
| | |
|
GROUP 1A MSE WALL | | |
|
0018 0030.10 | 3,691.00 | 1.000 | 3,691.00
|
MOBILIZATION | LS | 1.000 | 3,691.00
|
| | 1.000 | 3,691.00
|
| | 0.000 | 0.00
|
| | |
|
0019 4095.00 | 27.22 | 5,611.000 | 152,731.42
|
CONCRETE FACE PANELS | SF | 5,611.000 | 152,731.42
|
| | 5,611.000 | 152,731.42
|
| | 0.000 | 0.00
|
| | |
|
0020 4095.10 | 14.75 | 374.000 | 5,516.50
|
CONCRETE LEVELING PADS | LF | 374.000 | 5,516.50
|
| | 374.000 | 5,516.50
|
| | 0.000 | 0.00
|
| | |
|
0021 4095.20 | 39.63 | 386.000 | 15,297.18
|
COPING | LF | 386.000 | 15,297.18
|
| | 386.000 | 15,297.18
|
| | 0.000 | 0.00
|
| | |
|
0022 4350.21 | 20.79 | 465.000 | 9,667.35
|
21" CORRUGATED METAL PIPE | LF | 465.000 | 9,667.35
|
| | 465.000 | 9,667.35
|
| | 0.000 | 0.00
|
| | |
|
0023 8024.75 | 12.37 | 6,050.000 | 74,838.50
|
SELECT GRANULAR BACKFILL FOR MSE WALL | CY | 6,050.000 | 74,838.50
|
| | 6,050.000 | 74,838.50
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1A MSE WALL | | Contracted | 261,741.95
|
| | Current | 261,741.95
|
| | In place | 261,741.95
|
| | This Estimate | 0.00
|
| | |
|
GROUP 4 CULVERT | | |
|
0024 P120.36 | 62.98 | 51.000 | 3,211.98
|
36" CULVERT PIPE, TYPE 2 | LF | 51.000 | 3,211.98
|
| | 51.000 | 3,211.98
|
| | 0.000 | 0.00
|
| | |
|
0025 P402.15 | 24.26 | 51.000 | 1,237.26
|
15" CULVERT PIPE, TYPE 3,4,5 OR 6 | LF | 51.000 | 1,237.26
|
| | 51.000 | 1,237.26
|
| | 0.000 | 0.00
|
| | |
|
0026 P700.15 | 27.13 | 23.000 | 623.99
|
15" STORM SEWER PIPE, TYPE 1,7 OR 8 | LF | 23.000 | 623.99
|
| | 23.000 | 623.99
|
| | 0.000 | 0.00
|
| | |
|
0027 0030.40 | 1,154.00 | 1.000 | 1,154.00
|
MOBILIZATION | LS | 1.000 | 1,154.00
|
| | 1.000 | 1,154.00
|
| | 0.000 | 0.00
|
| | |
|
0028 4004.50 | 2.83 | 404.000 | 1,143.32
|
CAST IRON GRATE AND FRAME | LB | 404.000 | 1,143.32
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0029 4040.00 | 341.00 | 2.000 | 682.00
|
REMOVE HEADWALLS FROM CULVERTS | EACH | 2.000 | 682.00
|
| | 2.000 | 682.00
|
| | 0.000 | 0.00
|
| | |
|
0030 4050.01 | 3.98 | 24.000 | 95.52
|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | CY | 24.000 | 95.52
|
| | 24.000 | 95.52
|
| | 0.000 | 0.00
|
| | |
|
0031 4105.59 | 457.00 | 5.100 | 2,330.70
|
CLASS 47B-3000 CONCRETE FOR INLET AND JUNCTION BOX | CY | 5.100 | 2,330.70
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0032 4107.07 | 279.00 | 1.760 | 491.04
|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR CONCRETE COLLARS | CY | 1.760 | 491.04
|
| | 1.760 | 491.04
|
| | 0.000 | 0.00
|
| | |
|
0033 4155.50 | 0.25 | 335.000 | 83.75
|
REINFORCING STEEL FOR INLET AND JUNCTION BOX | LB | 335.000 | 83.75
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0034 4157.00 | 0.25 | 110.000 | 27.50
|
REINFORCING STEEL FOR COLLARS | LB | 110.000 | 27.50
|
| | 110.000 | 27.50
|
| | 0.000 | 0.00
|
| | |
|
0035 4310.36 | 679.00 | 2.000 | 1,358.00
|
36" FLARED-END SECTION | EACH | 2.000 | 1,358.00
|
| | 2.000 | 1,358.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4 CULVERT | | Contracted | 12,439.06
|
| | Current | 12,439.06
|
| | In place | 8,881.29
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 203+05.72 | | |
|
0036 0030.60 | 42,591.00 | 1.000 | 42,591.00
|
MOBILIZATION | LS | 1.000 | 42,591.00
|
| | 1.000 | 42,591.00
|
| | 0.000 | 0.00
|
| | |
|
0037 3050.16 | 198.11 | 66.300 | 13,134.69
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-5000 | CY | 66.300 | 13,134.69
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0038 3051.10 | 0.63 | 10,175.000 | 6,410.25
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | LB | 10,175.000 | 6,410.25
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0039 6000.10 | 1,885.00 | 1.000 | 1,885.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 1,885.00
|
| | 1.000 | 1,885.00
|
| | 0.000 | 0.00
|
| | |
|
0040 6000.11 | 1,885.00 | 1.000 | 1,885.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 1,885.00
|
| | 1.000 | 1,885.00
|
| | 0.000 | 0.00
|
| | |
|
0041 6000.20 | 6,150.00 | 1.000 | 6,150.00
|
PIER NO.1 EXCAVATION | LS | 1.000 | 6,150.00
|
| | 1.000 | 6,150.00
|
| | 0.000 | 0.00
|
| | |
|
0042 6005.35 | 50.45 | 32.300 | 1,629.54
|
PRECOMPRESSED POLYURETHANE FOAM JOINT | LF | 32.300 | 1,629.54
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0043 6005.78 | 610.00 | 8.000 | 4,880.00
|
EXPANSION BEARING, TFE TYPE | EACH | 8.000 | 4,880.00
|
| | 8.000 | 4,880.00
|
| | 0.000 | 0.00
|
| | |
|
0044 6005.83 | 485.00 | 8.000 | 3,880.00
|
FIXED BEARING | EACH | 8.000 | 3,880.00
|
| | 8.000 | 3,880.00
|
| | 0.000 | 0.00
|
| | |
|
0045 6010.22 | 243.95 | 162.400 | 39,617.48
|
CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 162.400 | 39,617.48
|
| | 162.400 | 39,617.48
|
| | 0.000 | 0.00
|
| | |
|
0046 6010.28 | 248.29 | 260.500 | 64,679.55
|
CLASS 47BD-5000 CONCRETE FOR BRIDGE | CY | 260.500 | 64,679.55
|
| | 33.500 | 8,317.72
|
| | 33.500 | 8,317.72
|
| | |
|
0047 6011.11 | 99,920.00 | 1.000 | 99,920.00
|
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 99,920.00
|
AT STA. 203+05.72 | | 1.000 | 99,920.00
|
| | 0.000 | 0.00
|
| | |
|
0048 6040.00 | 24,039.00 | 1.000 | 24,039.00
|
REMOVE STRUCTURE | EACH | 1.000 | 24,039.00
|
AT STA. 203+05.72 | | 1.000 | 24,039.00
|
| | 0.000 | 0.00
|
| | |
|
0049 6080.00 | 3.78 | 366.000 | 1,383.48
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | LB | 366.000 | 1,383.48
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0050 6095.00 | 458.00 | 6.000 | 2,748.00
|
STEEL DIAPHRAGM | EACH | 6.000 | 2,748.00
|
| | 6.000 | 2,748.00
|
| | 0.000 | 0.00
|
| | |
|
0051 6131.50 | 0.63 | 68,444.000 | 43,119.72
|
EPOXY COATED REINFORCING STEEL | LB | 68,444.000 | 43,119.72
|
| | 28,559.000 | 17,992.17
|
| | 2,700.000 | 1,701.00
|
| | |
|
0052 6139.50 | 36.48 | 56.400 | 2,057.47
|
SUBSURFACE DRAINAGE MATTING | SY | 56.400 | 2,057.47
|
| | 28.000 | 1,021.44
|
| | 0.000 | 0.00
|
| | |
|
0053 6210.50 | 21.46 | 2,765.000 | 59,336.90
|
PIPE PILING | LF | 2,765.000 | 59,336.90
|
| | 2,765.000 | 59,336.90
|
| | 0.000 | 0.00
|
| | |
|
0054 6501.00 | 8,080.00 | 1.000 | 8,080.00
|
PENETRATING PROTECTIVE CONCRETE SEALANT | LS | 1.000 | 8,080.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0055 8091.00 | 11.66 | 183.500 | 2,139.61
|
GRANULAR BACKFILL | CY | 183.500 | 2,139.61
|
| | 90.000 | 1,049.40
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 203+05.72 | | Contracted | 429,566.69
|
| | Current | 429,566.69
|
| | In place | 315,313.11
|
| | This Estimate | 10,018.72
|
| | |
|
GROUP 7 GUARDRAIL | | |
|
0075 0030.70 | 679.00 | 1.000 | 679.00
|
MOBILIZATION | LS | 1.000 | 679.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0076 7011.20 | 15.22 | 87.500 | 1,331.75
|
W-BEAM GUARDRAIL | LF | 87.500 | 1,331.75
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0077 7019.80 | 4,838.00 | 2.000 | 9,676.00
|
PERMANENT INERTIAL BARRIER SYSTEM | EACH | 2.000 | 9,676.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0078 7020.00 | 1,439.00 | 4.000 | 5,756.00
|
BRIDGE APPROACH SECTIONS | EACH | 4.000 | 5,756.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0079 7024.27 | 1,953.00 | 4.000 | 7,812.00
|
GUARDRAIL END TREATMENT, TYPE II | EACH | 4.000 | 7,812.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | Contracted | 25,254.75
|
| | Current | 25,254.75
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0080 0001.08 | 0.50 | 7,430.000 | 3,715.00
|
BARRICADE, TYPE II | BDAY | 7,430.000 | 3,715.00
|
| | 959.000 | 479.50
|
| | 25.000 | 12.50
|
| | |
|
0081 0001.10 | 1.64 | 4,883.000 | 8,008.12
|
BARRICADE, TYPE III | BDAY | 4,883.000 | 8,008.12
|
| | 4,161.000 | 6,824.04
|
| | 660.000 | 1,082.40
|
| | |
|
0082 0001.30 | 0.23 | 2,610.000 | 600.30
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 2,610.000 | 600.30
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0083 0001.75 | 4.53 | 653.000 | 2,958.09
|
TEMPORARY SIGN DAY | EACH | 653.000 | 2,958.09
|
| | 377.000 | 1,707.81
|
| | 10.000 | 45.30
|
| | |
|
0084 0001.90 | 0.06 | 17,224.000 | 1,033.44
|
SIGN DAY | EACH | 17,224.000 | 1,033.44
|
| | 4,353.000 | 261.18
|
| | 828.000 | 49.68
|
| | |
|
0085 0002.30 | 0.20 | 2,500.000 | 500.00
|
PAVEMENT MARKING REMOVAL | LF | 2,500.000 | 500.00
|
| | 3,300.000 | 660.00
|
| | 0.000 | 0.00
|
| | |
|
0086 0002.44 | 0.20 | 3,300.000 | 660.00
|
TEMPORARY PAVEMENT MARKING, TYPE PAINT | LF | 3,300.000 | 660.00
|
| | 3,300.000 | 660.00
|
| | 0.000 | 0.00
|
| | |
|
0087 0002.47 | 0.74 | 1,800.000 | 1,332.00
|
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION | LF | 1,800.000 | 1,332.00
|
| | 4,400.000 | 3,256.00
|
| | 0.000 | 0.00
|
| | |
|
0088 0002.52 | 5.66 | 110.000 | 622.60
|
TEMPORARY PAVEMENT MARKING, TYPE RPM | EACH | 110.000 | 622.60
|
| | 175.000 | 990.50
|
| | 0.000 | 0.00
|
| | |
|
0089 0002.97 | 196.90 | 33.000 | 6,497.70
|
FLASHING ARROW PANEL | DAY | 33.000 | 6,497.70
|
| | 29.000 | 5,710.10
|
| | 1.000 | 196.90
|
| | |
|
0090 0003.10 | 254.29 | 25.000 | 6,357.25
|
FLAGGING | DAY | 25.000 | 6,357.25
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0091 0003.51 | 4.00 | 1,000.000 | 4,000.00
|
INSTALL CONCRETE PROTECTION BARRIER | LF | 1,000.000 | 4,000.00
|
| | 620.000 | 2,480.00
|
| | 0.000 | 0.00
|
| | |
|
0092 0003.58 | 1,697.00 | 4.000 | 6,788.00
|
INERTIAL BARRIER SYSTEM | EACH | 4.000 | 6,788.00
|
| | 4.000 | 6,788.00
|
| | 0.000 | 0.00
|
| | |
|
0093 0003.64 | 566.00 | 5.000 | 2,830.00
|
REPLACEMENT MODULE | EACH | 5.000 | 2,830.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0094 0010.04 | 964.00 | 1.000 | 964.00
|
FIELD OFFICE | EACH | 1.000 | 964.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0095 0020.00 | 0.80 | 1,000.000 | 800.00
|
TRAINING | HOUR | 1,000.000 | 800.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0096 0030.00 | 1.00 | 1.000 | 1.00
|
MOBILIZATION | LS | 1.000 | 1.00
|
| | 1.000 | 1.00
|
| | 0.000 | 0.00
|
| | |
|
0097 9110.01 | 101.85 | 15.000 | 1,527.75
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 15.000 | 1,527.75
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0098 9110.03 | 84.87 | 15.000 | 1,273.05
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 15.000 | 1,273.05
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0099 9110.06 | 84.87 | 15.000 | 1,273.05
|
RENTAL OF BACKHOE, FULLY OPERATED | HOUR | 15.000 | 1,273.05
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0100 9110.07 | 73.56 | 15.000 | 1,103.40
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 15.000 | 1,103.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 52,844.75
|
| | Current | 52,844.75
|
| | In place | 29,818.13
|
| | This Estimate | 1,386.78
|
| | |
|
Totals for contract | | Contracted | 955,735.90
|
---|
| | Current | 955,735.90
|
---|
| | In place | 755,970.28
|
---|
| | This Estimate | 11,405.50
|
---|