| | 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
|
|---|