|  | 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
 | 
  |  |  | 
 | 
| 0402                                       2011.05       | 16.95 | 0.000 | 0.00
 | 
| CRUSHED ROCK FOR TEMPORARY SURFACING                                                                                     | TON  | 210.000 | 3,559.50
 | 
| Sta 195+00 - 200+67. Resuming Sta 202+77 - 207+00                                                                        |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| GROUP 3 CONCRETE PAVEMENT |  | Contracted | 137,285.00
 | 
 |  | Current | 140,844.50
 | 
 |  | 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
 | 
|                                                                                                                          |  | 3,162.000 | 4,743.00
 | 
 |  | 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
 | 
|                                                                                                                          |  | 2,184.000 | 1,638.00
 | 
 |  | 140.000 | 105.00
 | 
  |  |  | 
 | 
| 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 | 7,392.04
 | 
 |  | This Estimate | 147.00
 | 
  |  |  | 
 | 
| Totals for contract |  | Contracted | 490,101.70
 | 
|---|
 |  | Current | 493,967.20
 | 
|---|
 |  | In place | 342,947.41
 | 
|---|
 |  | This Estimate | 147.00
 | 
|---|