| | Detailed breakdown of stockpiled materials | |
|
---|
Est Nbr: | 0003 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0028 | 6080.00 | STRUCTURAL STEEL FOR SUBSTRUCTURE | |
|
| | S.P. Initial Payment | 1,974.67 | 0-216-C
|
| | substructural steel | |
|
0030 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Initial Payment | 3,556.44 | 501309
|
| | Epoxy reinforcing steel abut, bents, rail | |
|
0031 | 6210.12 | HP 10"X42# STEEL PILING | |
|
| | S.P. Initial Payment | 7,322.60 | 0-216-C
|
| | HP10X42# steel piling | |
|
| | Total for estimate 0003: | 12,853.71 |
|
Est Nbr: | 0004 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0031 | 6210.12 | HP 10"X42# STEEL PILING | |
|
| | S.P. Adjustment | -2,648.60 | 0-216-C
|
| | HP10X42# steel piling | |
|
| | Total for estimate 0004: | -2,648.60 |
|
Est Nbr: | 0005 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0031 | 6210.12 | HP 10"X42# STEEL PILING | |
|
| | S.P. Adjustment | -4,674.00 | 0-216-C
|
| | HP10X42# steel piling | |
|
| | Total for estimate 0005: | -4,674.00 |
|
Est Nbr: | 0006 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0030 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -603.86 | 501309
|
| | Epoxy reinforcing steel abut, bents, rail | |
|
| | Total for estimate 0006: | -603.86 |
|
Est Nbr: | 0007 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0028 | 6080.00 | STRUCTURAL STEEL FOR SUBSTRUCTURE | |
|
| | S.P. Adjustment | -987.34 | 0-216-C
|
| | substructural steel | |
|
0030 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -685.27 | 501309
|
| | Epoxy reinforcing steel abut, bents, rail | |
|
| | Total for estimate 0007: | -1,672.61 |
|
Est Nbr: | 0008 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0028 | 6080.00 | STRUCTURAL STEEL FOR SUBSTRUCTURE | |
|
| | S.P. Adjustment | -582.50 | 0-216-C
|
| | substructural steel | |
|
0030 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -603.86 | 501309
|
| | Epoxy reinforcing steel abut, bents, rail | |
|
| | Total for estimate 0008: | -1,186.36 |
|
Est Nbr: | 0009 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0028 | 6080.00 | STRUCTURAL STEEL FOR SUBSTRUCTURE | |
|
| | S.P. Adjustment | -404.84 | 0-216-C
|
| | substructural steel | |
|
0030 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -685.27 | 501309
|
| | Epoxy reinforcing steel abut, bents, rail | |
|
| | Total for estimate 0009: | -1,090.11 |
|
Est Nbr: | 0011 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0030 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -978.19 | 501309
|
| | Epoxy reinforcing steel abut, bents, rail | |
|
| | Total for estimate 0011: | -978.19 |
|
| | Total remaining for contract: | -0.02 |
|
---|
| | | 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 L006.00 | 250.00 | 2.000 | 500.00
|
COVER CROP SEEDING | ACRE | 2.000 | 500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0002 0030.10 | 3,500.00 | 1.000 | 3,500.00
|
MOBILIZATION | LS | 1.000 | 3,500.00
|
| | 1.000 | 3,500.00
|
| | 0.000 | 0.00
|
| | |
|
0003 1000.00 | 100.00 | 56.000 | 5,600.00
|
LARGE TREE REMOVAL | EACH | 56.000 | 5,600.00
|
| | 26.000 | 2,600.00
|
| | 0.000 | 0.00
|
| | |
|
0004 1009.00 | 10,000.00 | 1.000 | 10,000.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 10,000.00
|
| | 0.900 | 9,000.00
|
| | 0.000 | 0.00
|
| | |
|
0005 1010.01 | 1.23 | 11,220.000 | 13,800.60
|
EXCAVATION (ESTABLISHED QUANTITY) | CY | 11,220.000 | 13,800.60
|
| | 9,699.800 | 11,930.75
|
| | 0.000 | 0.00
|
| | |
|
0006 1011.00 | 10.00 | 24.000 | 240.00
|
WATER | MGAL | 24.000 | 240.00
|
| | 71.375 | 713.75
|
| | 0.000 | 0.00
|
| | |
|
0007 1102.00 | 2.10 | 2,411.000 | 5,063.10
|
REMOVE ASPHALT SURFACE | SY | 2,411.000 | 5,063.10
|
| | 2,704.000 | 5,678.40
|
| | 0.000 | 0.00
|
| | |
|
0008 4050.01 | 6.00 | 105.000 | 630.00
|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | CY | 105.000 | 630.00
|
| | 105.000 | 630.00
|
| | 0.000 | 0.00
|
| | |
|
0009 4300.48 | 46.00 | 68.000 | 3,128.00
|
48" CULVERT PIPE | LF | 68.000 | 3,128.00
|
| | 66.708 | 3,068.57
|
| | 0.000 | 0.00
|
| | |
|
0010 4310.48 | 950.00 | 1.000 | 950.00
|
48" FLARED-END SECTION | EACH | 1.000 | 950.00
|
| | 1.000 | 950.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 43,411.70
|
| | Current | 43,411.70
|
| | In place | 38,071.47
|
| | This Estimate | 0.00
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | |
|
0011 0030.30 | 15,000.00 | 1.000 | 15,000.00
|
MOBILIZATION | LS | 1.000 | 15,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0012 3075.32 | 34.50 | 2,640.000 | 91,080.00
|
8" CONCRETE PAVEMENT, CLASS 47B-3500 | SY | 2,640.000 | 91,080.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0013 8029.04 | 7.00 | 2,640.000 | 18,480.00
|
AGGREGATE FOUNDATION COURSE 4" | SY | 2,640.000 | 18,480.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0014 9111.00 | 10.00 | 13.000 | 130.00
|
WATER | MGAL | 13.000 | 130.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0015 9170.00 | 275.00 | 21.800 | 5,995.00
|
EARTH SHOULDER CONSTRUCTION | STA | 21.800 | 5,995.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0016 9173.20 | 2.50 | 2,640.000 | 6,600.00
|
SUBGRADE PREPARATION | SY | 2,640.000 | 6,600.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | Contracted | 137,285.00
|
| | Current | 137,285.00
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 201+72 | | |
|
0017 0030.60 | 29,000.00 | 1.000 | 29,000.00
|
MOBILIZATION | LS | 1.000 | 29,000.00
|
| | 1.000 | 29,000.00
|
| | 0.000 | 0.00
|
| | |
|
0018 1043.50 | 2.00 | 1,076.000 | 2,152.00
|
RIPRAP FILTER FABRIC | SY | 1,076.000 | 2,152.00
|
| | 1,076.000 | 2,152.00
|
| | 0.000 | 0.00
|
| | |
|
0019 3050.15 | 200.00 | 137.100 | 27,420.00
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 | CY | 137.100 | 27,420.00
|
| | 137.100 | 27,420.00
|
| | 0.000 | 0.00
|
| | |
|
0020 3051.10 | 0.52 | 11,785.000 | 6,128.20
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | LB | 11,785.000 | 6,128.20
|
| | 11,785.000 | 6,128.20
|
| | 0.000 | 0.00
|
| | |
|
0021 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
|
| | |
|
0022 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
|
| | |
|
0023 6001.50 | 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
|
| | |
|
0024 6001.51 | 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
|
| | |
|
0025 6010.22 | 300.00 | 201.700 | 60,510.00
|
CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 201.700 | 60,510.00
|
| | 211.500 | 63,450.00
|
| | 0.000 | 0.00
|
| | |
|
0026 6010.26 | 300.00 | 195.500 | 58,650.00
|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 195.500 | 58,650.00
|
| | 195.500 | 58,650.00
|
| | 0.000 | 0.00
|
| | |
|
0027 6040.00 | 15,000.00 | 1.000 | 15,000.00
|
REMOVE STRUCTURE | EACH | 1.000 | 15,000.00
|
AT STA. 201+94 | | 1.000 | 15,000.00
|
| | 0.000 | 0.00
|
| | |
|
0028 6080.00 | 2.00 | 1,695.000 | 3,390.00
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | LB | 1,695.000 | 3,390.00
|
| | 1,695.000 | 3,390.00
|
| | 0.000 | 0.00
|
| | |
|
0029 6105.02 | 25.00 | 906.000 | 22,650.00
|
ROCK RIPRAP, TYPE B | TON | 906.000 | 22,650.00
|
| | 907.860 | 22,696.50
|
| | 0.000 | 0.00
|
| | |
|
0030 6131.50 | 0.52 | 49,610.000 | 25,797.20
|
EPOXY COATED REINFORCING STEEL | LB | 49,610.000 | 25,797.20
|
| | 49,610.000 | 25,797.20
|
| | 0.000 | 0.00
|
| | |
|
0031 6210.12 | 17.00 | 1,400.000 | 23,800.00
|
HP 10"X42# STEEL PILING | LF | 1,400.000 | 23,800.00
|
| | 1,400.000 | 23,800.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 201+72 | | Contracted | 294,497.40
|
| | Current | 294,497.40
|
| | In place | 297,483.90
|
| | This Estimate | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | |
|
0032 0030.70 | 500.00 | 1.000 | 500.00
|
MOBILIZATION | LS | 1.000 | 500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0033 7020.00 | 1,000.00 | 4.000 | 4,000.00
|
BRIDGE APPROACH SECTIONS | EACH | 4.000 | 4,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0034 7021.45 | 839.00 | 4.000 | 3,356.00
|
BREAKAWAY CABLE TERMINAL | EACH | 4.000 | 3,356.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | Contracted | 7,856.00
|
| | Current | 7,856.00
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0035 0001.10 | 1.50 | 1,752.000 | 2,628.00
|
BARRICADE, TYPE III | BDAY | 1,752.000 | 2,628.00
|
| | 3,022.000 | 4,533.00
|
| | 28.000 | 42.00
|
| | |
|
0036 0001.30 | 0.80 | 292.000 | 233.60
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 292.000 | 233.60
|
| | 88.000 | 70.40
|
| | 0.000 | 0.00
|
| | |
|
0037 0001.90 | 0.75 | 2,920.000 | 2,190.00
|
SIGN DAY | EACH | 2,920.000 | 2,190.00
|
| | 1,484.000 | 1,113.00
|
| | 124.000 | 93.00
|
| | |
|
0038 0010.04 | 1,500.00 | 1.000 | 1,500.00
|
FIELD OFFICE | EACH | 1.000 | 1,500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0039 0030.10 | 500.00 | 1.000 | 500.00
|
MOBILIZATION | LS | 1.000 | 500.00
|
| | 1.000 | 500.00
|
| | 0.000 | 0.00
|
| | |
|
4000 0001.90 | 0.68 | 0.000 | 0.00
|
SIGN DAY | EACH | 450.000 | 306.00
|
NCHRP 350 (TL-3) compliance | | 648.000 | 440.64
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 7,051.60
|
| | Current | 7,357.60
|
| | In place | 6,657.04
|
| | This Estimate | 135.00
|
| | |
|
Totals for contract | | Contracted | 490,101.70
|
---|
| | Current | 490,407.70
|
---|
| | In place | 342,212.41
|
---|
| | This Estimate | 135.00
|
---|