| | Detailed breakdown of stockpiled materials | |
|
---|
Est Nbr: | 0001 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0034 | 6080.00 | STRUCTURAL STEEL FOR SUBSTRUCTURE | |
|
| | S.P. Initial Payment | 3,587.50 | 0-186-C
|
| | SUBSTRUCTURE STEEL | |
|
0037 | 6210.12 | HP 10"X42# STEEL PILING | |
|
| | S.P. Initial Payment | 3,529.80 | 0-186-C
|
| | H-PILE 10" | |
|
0038 | 6210.14 | HP 12"X53# STEEL PILING | |
|
| | S.P. Initial Payment | 6,284.25 | 0-186-C
|
| | H-PILE 12" | |
|
| | S.P. Adjustment | -1,268.82 | 0-186-C
|
| | H-PILE 12" | |
|
| | Total for estimate 0001: | 12,132.73 |
|
Est Nbr: | 0002 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0026 | 3051.10 | EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | |
|
| | S.P. Initial Payment | 3,972.61 | 462664
|
| | EPOXY COATED RE-STEEL FOR PVMT APPR. | |
|
0036 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Initial Payment | 4,029.16 | 462664
|
| | EPOXY COATED RE-STEEL | |
|
0037 | 6210.12 | HP 10"X42# STEEL PILING | |
|
| | S.P. Closure | -3,529.80 | 0-186-C
|
| | H-PILE 10" | |
|
0038 | 6210.14 | HP 12"X53# STEEL PILING | |
|
| | S.P. Closure | -5,015.43 | 0-186-C
|
| | H-PILE 12" | |
|
| | Total for estimate 0002: | -543.46 |
|
Est Nbr: | 0003 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0034 | 6080.00 | STRUCTURAL STEEL FOR SUBSTRUCTURE | |
|
| | S.P. Adjustment | -1,793.75 | 0-186-C
|
| | SUBSTRUCTURE STEEL | |
|
0036 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -631.20 | 462664
|
| | EPOXY COATED RE-STEEL | |
|
| | S.P. Initial Payment | 12,134.29 | 464355
|
| | EPOXY COATED RE-STEEL | |
|
| | Total for estimate 0003: | 9,709.34 |
|
Est Nbr: | 0004 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0036 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -890.91 | 462664
|
| | EPOXY COATED RE-STEEL | |
|
| | Total for estimate 0004: | -890.91 |
|
Est Nbr: | 0005 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0034 | 6080.00 | STRUCTURAL STEEL FOR SUBSTRUCTURE | |
|
| | S.P. Adjustment | -1,375.00 | 0-186-C
|
| | SUBSTRUCTURE STEEL | |
|
0036 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -631.20 | 462664
|
| | EPOXY COATED RE-STEEL | |
|
0039 | 6401.00 | PEDESTRIAN BARRIER RAIL | |
|
| | S.P. Initial Payment | 6,906.90 | 20022
|
| | PEDESTRIAN BARRIER RAIL | |
|
| | Total for estimate 0005: | 4,900.70 |
|
Est Nbr: | 0006 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0034 | 6080.00 | STRUCTURAL STEEL FOR SUBSTRUCTURE | |
|
| | S.P. Adjustment | -418.75 | 0-186-C
|
| | SUBSTRUCTURE STEEL | |
|
0036 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -890.91 | 462664
|
| | EPOXY COATED RE-STEEL | |
|
| | Total for estimate 0006: | -1,309.66 |
|
Est Nbr: | 0008 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0026 | 3051.10 | EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | |
|
| | S.P. Adjustment | -52.60 | 462664
|
| | EPOXY COATED RE-STEEL FOR PVMT APPR. | |
|
0036 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -984.94 | 462664
|
| | EPOXY COATED RE-STEEL | |
|
| | S.P. Adjustment | -11,149.88 | 464355
|
| | EPOXY COATED RE-STEEL | |
|
| | Total for estimate 0008: | -12,187.42 |
|
Est Nbr: | 0009 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0026 | 3051.10 | EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | |
|
| | S.P. Adjustment | -3,279.61 | 462664
|
| | EPOXY COATED RE-STEEL FOR PVMT APPR. | |
|
| | Total for estimate 0009: | -3,279.61 |
|
Est Nbr: | 0010 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0026 | 3051.10 | EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | |
|
| | S.P. Adjustment | -587.80 | 462664
|
| | EPOXY COATED RE-STEEL FOR PVMT APPR. | |
|
0036 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -984.41 | 464355
|
| | EPOXY COATED RE-STEEL | |
|
0039 | 6401.00 | PEDESTRIAN BARRIER RAIL | |
|
| | S.P. Adjustment | -6,906.90 | 20022
|
| | PEDESTRIAN BARRIER RAIL | |
|
| | Total for estimate 0010: | -8,479.11 |
|
Est Nbr: | 0011 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0026 | 3051.10 | EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | |
|
| | S.P. Adjustment | -52.60 | 462664
|
| | EPOXY COATED RE-STEEL FOR PVMT APPR. | |
|
| | Total for estimate 0011: | -52.60 |
|
| | Total remaining for contract: | 0.00 |
|
---|
| | | 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 L001.01 | 2,200.00 | 1.000 | 2,200.00
|
SEEDING, TYPE A | ACRE | 1.000 | 2,200.00
|
| | 0.300 | 660.00
|
| | 0.300 | 660.00
|
| | |
|
0002 L006.00 | 400.00 | 1.000 | 400.00
|
COVER CROP SEEDING | ACRE | 1.000 | 400.00
|
| | 1.000 | 400.00
|
| | 1.000 | 400.00
|
| | |
|
0003 L010.00 | 7.00 | 449.000 | 3,143.00
|
SODDING | SY | 449.000 | 3,143.00
|
| | 815.470 | 5,708.29
|
| | 815.470 | 5,708.29
|
| | |
|
0004 L032.75 | 70.00 | 2.000 | 140.00
|
MULCH | TON | 2.000 | 140.00
|
| | 0.600 | 42.00
|
| | 0.600 | 42.00
|
| | |
|
0005 0030.30 | 3,700.00 | 1.000 | 3,700.00
|
MOBILIZATION | LS | 1.000 | 3,700.00
|
| | 1.000 | 3,700.00
|
| | 0.000 | 0.00
|
| | |
|
0006 1009.00 | 4,600.00 | 1.000 | 4,600.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 4,600.00
|
| | 1.000 | 4,600.00
|
| | 0.050 | 230.00
|
| | |
|
0007 1010.01 | 3.48 | 3,923.000 | 13,652.04
|
EXCAVATION (ESTABLISHED QUANTITY) | CY | 3,923.000 | 13,652.04
|
| | 3,923.000 | 13,652.04
|
| | 0.000 | 0.00
|
| | |
|
0008 1011.00 | 20.00 | 2.000 | 40.00
|
WATER | MGAL | 2.000 | 40.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0009 1107.00 | 6.00 | 3.000 | 18.00
|
REMOVE WALK | SY | 3.000 | 18.00
|
| | 3.550 | 21.30
|
| | 0.000 | 0.00
|
| | |
|
0010 3016.21 | 27.00 | 82.000 | 2,214.00
|
CONCRETE CLASS 47B-3000 SIDEWALKS | SY | 82.000 | 2,214.00
|
| | 80.867 | 2,183.41
|
| | 34.300 | 926.10
|
| | |
|
0011 3075.31 | 45.80 | 290.000 | 13,282.00
|
8" CONCRETE PAVEMENT, CLASS 47B-3625 | SY | 290.000 | 13,282.00
|
| | 303.769 | 13,912.62
|
| | 0.000 | 0.00
|
| | |
|
0012 4002.00 | 1.60 | 375.000 | 600.00
|
CAST IRON COVER AND FRAME | LB | 375.000 | 600.00
|
| | 375.000 | 600.00
|
| | 0.000 | 0.00
|
| | |
|
0013 4005.00 | 1.00 | 345.000 | 345.00
|
CAST IRON RING AND COVER | LB | 345.000 | 345.00
|
| | 345.000 | 345.00
|
| | 345.000 | 345.00
|
| | |
|
0014 4015.00 | 250.00 | 1.000 | 250.00
|
ADJUST MANHOLE TO GRADE | EACH | 1.000 | 250.00
|
| | 1.000 | 250.00
|
| | 0.000 | 0.00
|
| | |
|
0015 4016.00 | 4,500.00 | 1.000 | 4,500.00
|
MANHOLE | EACH | 1.000 | 4,500.00
|
AT STA. 8+15, 19.7' RT. | | 1.000 | 4,500.00
|
| | 0.100 | 450.00
|
| | |
|
0016 4043.70 | 11.00 | 85.000 | 935.00
|
SALVAGE SEWER PIPE | LF | 85.000 | 935.00
|
| | 85.000 | 935.00
|
| | 0.000 | 0.00
|
| | |
|
0017 4105.58 | 675.00 | 11.410 | 7,701.75
|
CLASS 47B-2900 CONCRETE FOR INLET AND JUNCTION BOX | CY | 11.410 | 7,701.75
|
| | 11.410 | 7,701.75
|
| | 0.000 | 0.00
|
| | |
|
0018 4155.50 | 1.00 | 705.000 | 705.00
|
REINFORCING STEEL FOR INLET AND JUNCTION BOX | LB | 705.000 | 705.00
|
| | 705.000 | 705.00
|
| | 0.000 | 0.00
|
| | |
|
0019 4600.18 | 30.00 | 36.000 | 1,080.00
|
18" REINFORCED CONCRETE SEWER PIPE | LF | 36.000 | 1,080.00
|
| | 36.000 | 1,080.00
|
| | 0.000 | 0.00
|
| | |
|
0020 4600.24 | 41.50 | 128.000 | 5,312.00
|
24" REINFORCED CONCRETE SEWER PIPE | LF | 128.000 | 5,312.00
|
| | 127.120 | 5,275.48
|
| | 0.000 | 0.00
|
| | |
|
0021 4600.36 | 72.00 | 154.000 | 11,088.00
|
36" REINFORCED CONCRETE SEWER PIPE | LF | 154.000 | 11,088.00
|
| | 149.680 | 10,776.96
|
| | 0.000 | 0.00
|
| | |
|
0022 4600.48 | 85.00 | 34.000 | 2,890.00
|
48" REINFORCED CONCRETE SEWER PIPE | LF | 34.000 | 2,890.00
|
| | 34.000 | 2,890.00
|
| | 0.000 | 0.00
|
| | |
|
4001 1101.00 | 5.78 | 0.000 | 0.00
|
REMOVE PAVEMENT | SY | 52.652 | 304.33
|
| | 58.208 | 336.44
|
| | 58.208 | 336.44
|
| | |
|
4002 3008.05 | 6.30 | 0.000 | 0.00
|
TIE BARS | EACH | 16.000 | 100.80
|
| | 15.000 | 94.50
|
| | 15.000 | 94.50
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | Contracted | 78,795.79
|
| | Current | 79,200.92
|
| | In place | 80,369.79
|
| | This Estimate | 9,192.33
|
| | |
|
GROUP 6 BRIDGE AT STA. 6+98.00 | | |
|
0023 0030.60 | 25,000.00 | 1.000 | 25,000.00
|
MOBILIZATION | LS | 1.000 | 25,000.00
|
| | 1.000 | 25,000.00
|
| | 0.000 | 0.00
|
| | |
|
0024 1043.50 | 2.00 | 923.000 | 1,846.00
|
RIPRAP FILTER FABRIC | SY | 923.000 | 1,846.00
|
| | 976.340 | 1,952.68
|
| | 0.000 | 0.00
|
| | |
|
0025 3050.15 | 170.00 | 156.100 | 26,537.00
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 | CY | 156.100 | 26,537.00
|
| | 156.100 | 26,537.00
|
| | 0.000 | 0.00
|
| | |
|
0026 3051.10 | 0.52 | 15,105.000 | 7,854.60
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | LB | 15,105.000 | 7,854.60
|
| | 15,105.000 | 7,854.60
|
| | 0.000 | 0.00
|
| | |
|
0027 6000.10 | 3,000.00 | 1.000 | 3,000.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 3,000.00
|
| | 1.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | |
|
0028 6000.11 | 3,000.00 | 1.000 | 3,000.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 3,000.00
|
| | 1.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | |
|
0029 6001.00 | 6,000.00 | 1.000 | 6,000.00
|
BENT NO.1 EXCAVATION | LS | 1.000 | 6,000.00
|
| | 1.000 | 6,000.00
|
| | 0.000 | 0.00
|
| | |
|
0030 6001.01 | 6,000.00 | 1.000 | 6,000.00
|
BENT NO.2 EXCAVATION | LS | 1.000 | 6,000.00
|
| | 1.000 | 6,000.00
|
| | 0.000 | 0.00
|
| | |
|
0031 6010.22 | 260.00 | 251.300 | 65,338.00
|
CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 251.300 | 65,338.00
|
| | 251.300 | 65,338.00
|
| | 0.000 | 0.00
|
| | |
|
0032 6010.26 | 260.00 | 254.900 | 66,274.00
|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 254.900 | 66,274.00
|
| | 254.900 | 66,274.00
|
| | 0.000 | 0.00
|
| | |
|
0033 6040.00 | 14,000.00 | 1.000 | 14,000.00
|
REMOVE STRUCTURE | EACH | 1.000 | 14,000.00
|
AT STA. 7+04 | | 1.000 | 14,000.00
|
| | 0.000 | 0.00
|
| | |
|
0034 6080.00 | 2.50 | 2,870.000 | 7,175.00
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | LB | 2,870.000 | 7,175.00
|
| | 2,870.000 | 7,175.00
|
| | 0.000 | 0.00
|
| | |
|
0035 6105.02 | 23.00 | 770.000 | 17,710.00
|
ROCK RIPRAP, TYPE B | TON | 770.000 | 17,710.00
|
| | 774.930 | 17,823.39
|
| | 0.000 | 0.00
|
| | |
|
0036 6131.50 | 0.52 | 61,640.000 | 32,052.80
|
EPOXY COATED REINFORCING STEEL | LB | 61,640.000 | 32,052.80
|
| | 61,460.000 | 31,959.20
|
| | 0.000 | 0.00
|
| | |
|
0037 6210.12 | 17.00 | 1,060.000 | 18,020.00
|
HP 10"X42# STEEL PILING | LF | 1,060.000 | 18,020.00
|
| | 1,023.600 | 17,401.20
|
| | 0.000 | 0.00
|
| | |
|
0038 6210.14 | 19.00 | 1,050.000 | 19,950.00
|
HP 12"X53# STEEL PILING | LF | 1,050.000 | 19,950.00
|
| | 1,031.600 | 19,600.40
|
| | 0.000 | 0.00
|
| | |
|
0039 6401.00 | 90.00 | 151.800 | 13,662.00
|
PEDESTRIAN BARRIER RAIL | LF | 151.800 | 13,662.00
|
| | 151.800 | 13,662.00
|
| | 0.000 | 0.00
|
| | |
|
6001 6210.34 | 11.40 | 0.000 | 0.00
|
PAY CUT-OFF FOR 12"X53# STEEL PILING | LF | 32.000 | 364.80
|
| | 18.400 | 209.76
|
| | 0.000 | 0.00
|
| | |
|
6002 6210.32 | 10.20 | 0.000 | 0.00
|
PAY CUT-OFF 10" X 42# STEEL PILING | LF | 24.000 | 244.80
|
| | 36.400 | 371.28
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 6+98.00 | | Contracted | 333,419.40
|
| | Current | 334,029.00
|
| | In place | 333,158.51
|
| | This Estimate | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0040 0001.10 | 1.50 | 1,188.000 | 1,782.00
|
BARRICADE, TYPE III | BDAY | 1,188.000 | 1,782.00
|
| | 1,404.000 | 2,106.00
|
| | 0.000 | 0.00
|
| | |
|
0041 0001.30 | 2.00 | 264.000 | 528.00
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 264.000 | 528.00
|
| | 312.000 | 624.00
|
| | 0.000 | 0.00
|
| | |
|
0042 0001.90 | 0.50 | 1,980.000 | 990.00
|
SIGN DAY | EACH | 1,980.000 | 990.00
|
| | 1,092.000 | 546.00
|
| | 0.000 | 0.00
|
| | |
|
0043 0030.10 | 300.00 | 1.000 | 300.00
|
MOBILIZATION | LS | 1.000 | 300.00
|
| | 1.000 | 300.00
|
| | 0.000 | 0.00
|
| | |
|
4003 0001.08 | 0.50 | 0.000 | 0.00
|
BARRICADE, TYPE II | BDAY | 50.000 | 25.00
|
| | 85.000 | 42.50
|
| | 85.000 | 42.50
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 3,600.00
|
| | Current | 3,625.00
|
| | In place | 3,618.50
|
| | This Estimate | 42.50
|
| | |
|
Totals for contract | | Contracted | 415,815.19
|
---|
| | Current | 416,854.92
|
---|
| | In place | 417,146.80
|
---|
| | This Estimate | 9,234.83
|
---|