|  |  |  | 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                                       0030.10 | 17,136.00 | 1.000 | 17,136.00 | 
| MOBILIZATION | LS | 1.000 | 17,136.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0002                                       1009.00 | 5,824.00 | 1.000 | 5,824.00 | 
| GENERAL CLEARING AND GRUBBING | LS | 1.000 | 5,824.00 | 
|  |  | 0.500 | 2,912.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0003                                       1010.01 | 5.38 | 9,813.000 | 52,793.94 | 
| EXCAVATION (ESTABLISHED QUANTITY) | CY | 9,813.000 | 52,793.94 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0004                                       1011.00 | 22.40 | 97.000 | 2,172.80 | 
| WATER | MGAL | 97.000 | 2,172.80 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0005                                       1043.50 | 3.00 | 2,548.000 | 7,644.00 | 
| RIPRAP FILTER FABRIC | SY | 2,548.000 | 7,644.00 | 
|  |  | 1,126.010 | 3,378.03 | 
|  |  | 425.010 | 1,275.03 | 
| 
 |  |  |  | 
| 0006                                       1101.00 | 3.92 | 1,562.000 | 6,123.04 | 
| REMOVE PAVEMENT | SY | 1,562.000 | 6,123.04 | 
|  |  | 1,873.775 | 7,345.20 | 
|  |  | 821.074 | 3,218.61 | 
| 
 |  |  |  | 
| 0007                                       1102.00 | 6.34 | 5,367.000 | 34,026.78 | 
| REMOVE ASPHALT SURFACE | SY | 5,367.000 | 34,026.78 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0008                                       1111.00 | 6.22 | 45.000 | 279.90 | 
| REMOVE FENCE | LF | 45.000 | 279.90 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0009                                       4035.25 | 168.00 | 2.000 | 336.00 | 
| REMOVE AND SALVAGE FLARED-END SECTION | EACH | 2.000 | 336.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0010                                       4043.00 | 6.72 | 500.000 | 3,360.00 | 
| REMOVE CULVERT PIPE | LF | 500.000 | 3,360.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0011                                       4050.01 | 10.18 | 110.000 | 1,119.80 | 
| EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | CY | 110.000 | 1,119.80 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0012                                       6104.00 | 27.16 | 1,600.000 | 43,456.00 | 
| BROKEN CONCRETE RIPRAP | TON | 1,600.000 | 43,456.00 | 
|  |  | 1,013.410 | 27,524.21 | 
|  |  | 382.510 | 10,388.97 | 
| 
 |  |  |  | 
| 0013                                       6105.02 | 51.69 | 950.000 | 49,105.50 | 
| ROCK RIPRAP, TYPE B | TON | 950.000 | 49,105.50 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0014                                       7017.50 | 4.48 | 1,121.000 | 5,022.08 | 
| REMOVE & SALVAGE GUARDRAIL | LF | 1,121.000 | 5,022.08 | 
|  |  | 561.000 | 2,513.28 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0015                                       L006.00 | 280.00 | 6.000 | 1,680.00 | 
| COVER CROP SEEDING | ACRE | 6.000 | 1,680.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0016                                       L020.00 | 1.68 | 4,030.000 | 6,770.40 | 
| EROSION CONTROL | SY | 4,030.000 | 6,770.40 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0017                                       L020.11 | 10.08 | 4,284.000 | 43,182.72 | 
| EROSION CONTROL, TYPE AAAA | SY | 4,284.000 | 43,182.72 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| GROUP 1 GRADING |  | Contracted | 280,032.96 | 
|  |  | Current | 280,032.96 | 
|  |  | In place | 43,672.72 | 
|  |  | This Estimate | 14,882.61 | 
| 
 |  |  |  | 
| GROUP 3 CONCRETE PAVEMENT |  |  |  | 
| 0018                                       0030.30 | 3,136.00 | 1.000 | 3,136.00 | 
| MOBILIZATION | LS | 1.000 | 3,136.00 | 
|  |  | 1.000 | 3,136.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0019                                       3075.72 | 63.36 | 112.000 | 7,096.32 | 
| 12" CONCRETE PAVEMENT, CLASS 47B-3500 | SY | 112.000 | 7,096.32 | 
|  |  | 111.443 | 7,061.03 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0020                                       3075.76 | 69.14 | 192.000 | 13,274.88 | 
| 12" DOWELED CONCRETE PAVEMENT, CLASS 47B-3500 | SY | 192.000 | 13,274.88 | 
|  |  | 178.155 | 12,317.64 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0021                                       8029.86 | 8.18 | 304.000 | 2,486.72 | 
| BITUMINOUS FOUNDATION COURSE 6" | SY | 304.000 | 2,486.72 | 
|  |  | 244.732 | 2,001.91 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0022                                       9188.50 | 32.92 | 967.000 | 31,833.64 | 
| SURFACING UNDER GUARDRAIL | SY | 967.000 | 31,833.64 | 
|  |  | 504.800 | 16,618.05 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0023                                       L001.02 | 1,120.00 | 4.000 | 4,480.00 | 
| SEEDING, TYPE B | ACRE | 4.000 | 4,480.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0024                                       L032.75 | 168.00 | 9.000 | 1,512.00 | 
| MULCH | TON | 9.000 | 1,512.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| GROUP 3 CONCRETE PAVEMENT |  | Contracted | 63,819.56 | 
|  |  | Current | 63,819.56 | 
|  |  | In place | 41,134.63 | 
|  |  | This Estimate | 0.00 | 
| 
 |  |  |  | 
| GROUP 6B BRIDGE AT STA. 108+05 LT. |  |  |  | 
| 0055                                       0030.60 | 30,688.00 | 1.000 | 30,688.00 | 
| MOBILIZATION | LS | 1.000 | 30,688.00 | 
|  |  | 1.000 | 30,688.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0056                                       3050.15 | 219.69 | 200.500 | 44,047.85 | 
| CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 | CY | 200.500 | 44,047.85 | 
|  |  | 200.500 | 44,047.85 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0057                                       3051.10 | 0.65 | 19,975.000 | 12,983.75 | 
| EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | LB | 19,975.000 | 12,983.75 | 
|  |  | 19,975.000 | 12,983.75 | 
|  |  | 2,775.000 | 1,803.75 | 
| 
 |  |  |  | 
| 0058                                       6000.10 | 2,352.00 | 1.000 | 2,352.00 | 
| ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 2,352.00 | 
|  |  | 1.000 | 2,352.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0059                                       6000.11 | 2,352.00 | 1.000 | 2,352.00 | 
| ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 2,352.00 | 
|  |  | 1.000 | 2,352.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0060                                       6005.60 | 420.00 | 10.000 | 4,200.00 | 
| ELASTOMERIC BEARING | EACH | 10.000 | 4,200.00 | 
|  |  | 10.000 | 4,200.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0061                                       6010.22 | 375.47 | 62.000 | 23,279.14 | 
| CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 62.000 | 23,279.14 | 
|  |  | 62.000 | 23,279.14 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0062                                       6010.26 | 386.09 | 142.200 | 54,902.00 | 
| CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 142.200 | 54,902.00 | 
|  |  | 142.200 | 54,902.01 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0063                                       6011.11 | 51,688.00 | 1.000 | 51,688.00 | 
| PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 51,688.00 | 
| AT STA. 108+05 |  | 1.000 | 51,688.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0064                                       6040.00 | 49,952.00 | 1.000 | 49,952.00 | 
| REMOVE STRUCTURE | EACH | 1.000 | 49,952.00 | 
| AT STA. 108+55.83 LT. |  | 1.000 | 49,952.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0065                                       6080.00 | 1.76 | 3,500.000 | 6,160.00 | 
| STRUCTURAL STEEL FOR SUBSTRUCTURE | LB | 3,500.000 | 6,160.00 | 
|  |  | 3,500.000 | 6,160.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0066                                       6131.50 | 0.64 | 31,785.000 | 20,342.40 | 
| EPOXY COATED REINFORCING STEEL | LB | 31,785.000 | 20,342.40 | 
|  |  | 31,785.000 | 20,342.40 | 
|  |  | 2,392.000 | 1,530.88 | 
| 
 |  |  |  | 
| 0067                                       6210.50 | 23.52 | 1,930.000 | 45,393.60 | 
| PIPE PILING | LF | 1,930.000 | 45,393.60 | 
|  |  | 2,415.815 | 56,819.97 | 
|  |  | 324.395 | 7,629.77 | 
| 
 |  |  |  | 
| 0068                                       6310.00 | 13.24 | 4,125.000 | 54,615.00 | 
| STEEL SHEET PILING | SF | 4,125.000 | 54,615.00 | 
|  |  | 4,123.724 | 54,598.11 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0069                                       8091.00 | 11.27 | 375.000 | 4,226.25 | 
| GRANULAR BACKFILL | CY | 375.000 | 4,226.25 | 
|  |  | 375.000 | 4,226.25 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 4002                                       6210.60 | 14.112 | 0.000 | 0.00 | 
| PAY CUT-OFF FOR PIPE PILE | LF | 16.200 | 228.61 | 
|  |  | 18.350 | 258.96 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 4003                                       6210.61 | 117.60 | 0.000 | 0.00 | 
| PILE SPLICE | EACH | 25.000 | 2,940.00 | 
|  |  | 20.000 | 2,352.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| GROUP 6B BRIDGE AT STA. 108+05 LT. |  | Contracted | 407,181.98 | 
|  |  | Current | 410,350.60 | 
|  |  | In place | 421,202.44 | 
|  |  | This Estimate | 10,964.40 | 
| 
 |  |  |  | 
| GROUP 6C BRIDGE AT STA. 108+05 RT. |  |  |  | 
| 0070                                       0030.60 | 30,688.00 | 1.000 | 30,688.00 | 
| MOBILIZATION | LS | 1.000 | 30,688.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0071                                       3050.15 | 219.69 | 200.500 | 44,047.85 | 
| CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 | CY | 200.500 | 44,047.85 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0072                                       3051.10 | 0.65 | 19,975.000 | 12,983.75 | 
| EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | LB | 19,975.000 | 12,983.75 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0073                                       6000.10 | 2,352.00 | 1.000 | 2,352.00 | 
| ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 2,352.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0074                                       6000.11 | 2,352.00 | 1.000 | 2,352.00 | 
| ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 2,352.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0075                                       6005.60 | 420.00 | 10.000 | 4,200.00 | 
| ELASTOMERIC BEARING | EACH | 10.000 | 4,200.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0076                                       6010.22 | 375.47 | 62.000 | 23,279.14 | 
| CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 62.000 | 23,279.14 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0077                                       6010.26 | 386.09 | 142.200 | 54,902.00 | 
| CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 142.200 | 54,902.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0078                                       6011.11 | 51,688.00 | 1.000 | 51,688.00 | 
| PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 51,688.00 | 
| AT STA. 108+05 |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0079                                       6040.00 | 49,952.00 | 1.000 | 49,952.00 | 
| REMOVE STRUCTURE | EACH | 1.000 | 49,952.00 | 
| AT STA. 108+55.83 LT. |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0080                                       6080.00 | 1.76 | 3,500.000 | 6,160.00 | 
| STRUCTURAL STEEL FOR SUBSTRUCTURE | LB | 3,500.000 | 6,160.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0081                                       6131.50 | 0.64 | 31,785.000 | 20,342.40 | 
| EPOXY COATED REINFORCING STEEL | LB | 31,785.000 | 20,342.40 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0082                                       6210.50 | 23.55 | 1,930.000 | 45,451.50 | 
| PIPE PILING | LF | 1,930.000 | 45,451.50 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0083                                       6310.00 | 13.24 | 4,125.000 | 54,615.00 | 
| STEEL SHEET PILING | SF | 4,125.000 | 54,615.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0084                                       8091.00 | 11.27 | 375.000 | 4,226.25 | 
| GRANULAR BACKFILL | CY | 375.000 | 4,226.25 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| GROUP 6C BRIDGE AT STA. 108+05 RT. |  | Contracted | 407,239.88 | 
|  |  | Current | 407,239.88 | 
|  |  | In place | 0.00 | 
|  |  | This Estimate | 0.00 | 
| 
 |  |  |  | 
| GROUP 7 GUARDRAIL |  |  |  | 
| 0085                                       0030.70 | 5,264.00 | 1.000 | 5,264.00 | 
| MOBILIZATION | LS | 1.000 | 5,264.00 | 
|  |  | 0.889 | 4,679.70 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0086                                       7011.20 | 12.50 | 612.500 | 7,656.25 | 
| W-BEAM GUARDRAIL | LF | 612.500 | 7,656.25 | 
|  |  | 281.250 | 3,515.63 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0087                                       7018.50 | 16,968.00 | 1.000 | 16,968.00 | 
| TEMPORARY GUARDRAIL | LS | 1.000 | 16,968.00 | 
|  |  | 1.000 | 16,968.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0088                                       7020.00 | 2,246.72 | 4.000 | 8,986.88 | 
| BRIDGE APPROACH SECTIONS | EACH | 4.000 | 8,986.88 | 
|  |  | 2.000 | 4,493.44 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0089                                       7024.25 | 1,973.44 | 4.000 | 7,893.76 | 
| GUARDRAIL END TREATMENT, TYPE I | EACH | 4.000 | 7,893.76 | 
|  |  | 2.000 | 3,946.88 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 4001                                       A900.10 | 215.50 | 0.000 | 0.00 | 
| ADDITIONAL WORK | EACH | 2.000 | 431.00 | 
| DRILL AND PLACE BOLTS IN BRIDGE RAIL FOR TEMP GUARDRAIL |  | 2.000 | 431.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| GROUP 7 GUARDRAIL |  | Contracted | 46,768.89 | 
|  |  | Current | 47,199.89 | 
|  |  | In place | 34,034.65 | 
|  |  | This Estimate | 0.00 | 
| 
 |  |  |  | 
| GROUP 7B FENCING |  |  |  | 
| 0090                                       0030.71 | 1,344.00 | 1.000 | 1,344.00 | 
| MOBILIZATION | LS | 1.000 | 1,344.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0091                                       7100.00 | 4.48 | 593.000 | 2,656.64 | 
| RIGHT-OF-WAY FENCE | LF | 593.000 | 2,656.64 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0092                                       7103.00 | 210.56 | 4.000 | 842.24 | 
| END POSTS | EACH | 4.000 | 842.24 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0093                                       7105.00 | 224.00 | 4.000 | 896.00 | 
| CORNER POSTS | EACH | 4.000 | 896.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| GROUP 7B FENCING |  | Contracted | 5,738.88 | 
|  |  | Current | 5,738.88 | 
|  |  | In place | 0.00 | 
|  |  | This Estimate | 0.00 | 
| 
 |  |  |  | 
| GROUP 10 GENERAL ITEMS |  |  |  | 
| 0094                                       0001.00 | 504.00 | 216.000 | 108,864.00 | 
| SURVEILLANCE OF TEMPORARY TRAFFIC CONTROL DEVICES | CDAY | 216.000 | 108,864.00 | 
|  |  | 111.000 | 55,944.00 | 
|  |  | 15.000 | 7,560.00 | 
| 
 |  |  |  | 
| 0095                                       0001.08 | 0.50 | 18,630.000 | 9,315.00 | 
| BARRICADE, TYPE II | BDAY | 18,630.000 | 9,315.00 | 
|  |  | 16,644.000 | 8,322.00 | 
|  |  | 2,250.000 | 1,125.00 | 
| 
 |  |  |  | 
| 0096                                       0001.10 | 0.73 | 2,478.000 | 1,808.94 | 
| BARRICADE, TYPE III | BDAY | 2,478.000 | 1,808.94 | 
|  |  | 1,214.000 | 886.22 | 
|  |  | 165.000 | 120.45 | 
| 
 |  |  |  | 
| 0097                                       0001.75 | 3.36 | 150.000 | 504.00 | 
| TEMPORARY SIGN DAY | EACH | 150.000 | 504.00 | 
|  |  | 6.000 | 20.16 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0098                                       0001.90 | 0.50 | 15,990.000 | 7,995.00 | 
| SIGN DAY | EACH | 15,990.000 | 7,995.00 | 
|  |  | 8,138.000 | 4,069.00 | 
|  |  | 1,133.000 | 566.50 | 
| 
 |  |  |  | 
| 0099                                       0001.98 | 0.73 | 1,230.000 | 897.90 | 
| CONTRACTOR FURNISHED SIGN | EACH | 1,230.000 | 897.90 | 
|  |  | 1,418.000 | 1,035.14 | 
|  |  | 195.000 | 142.35 | 
| 
 |  |  |  | 
| 0100                                       0002.30 | 0.56 | 6,000.000 | 3,360.00 | 
| PAVEMENT MARKING REMOVAL | LF | 6,000.000 | 3,360.00 | 
|  |  | 16,621.000 | 9,307.76 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0101                                       0002.39 | 0.95 | 10,400.000 | 9,880.00 | 
| TEMPORARY PAVEMENT MARKING, TYPE II | LF | 10,400.000 | 9,880.00 | 
|  |  | 16,903.000 | 16,057.85 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0102                                       0002.46 | 0.34 | 25,500.000 | 8,670.00 | 
| TEMPORARY PAVEMENT MARKING, TYPE RPM | LF | 25,500.000 | 8,670.00 | 
|  |  | 32,579.000 | 11,076.86 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0103                                       0002.47 | 0.73 | 3,500.000 | 2,555.00 | 
| TEMPORARY PAVEMENT MARKING SURFACE PREPARATION | LF | 3,500.000 | 2,555.00 | 
|  |  | 4,322.000 | 3,155.06 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0104                                       0002.85 | 26.88 | 120.000 | 3,225.60 | 
| TUBULAR POST | EACH | 120.000 | 3,225.60 | 
|  |  | 70.000 | 1,881.60 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0105                                       0002.87 | 31.36 | 140.000 | 4,390.40 | 
| CHANNELIZING BLOCK | EACH | 140.000 | 4,390.40 | 
|  |  | 93.000 | 2,916.48 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0106                                       0002.97 | 16.80 | 416.000 | 6,988.80 | 
| FLASHING ARROW PANEL | DAY | 416.000 | 6,988.80 | 
|  |  | 224.000 | 3,763.20 | 
|  |  | 30.000 | 504.00 | 
| 
 |  |  |  | 
| 0107                                       0003.51 | 11.20 | 340.000 | 3,808.00 | 
| INSTALL CONCRETE PROTECTION BARRIER | LF | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0108                                       0003.56 | 11.20 | 340.000 | 3,808.00 | 
| RELOCATE CONCRETE PROTECTION BARRIER | LF | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0109                                       0010.04 | 3,360.00 | 1.000 | 3,360.00 | 
| FIELD OFFICE | EACH | 1.000 | 3,360.00 | 
|  |  | 1.000 | 3,360.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0110                                       0030.00 | 2,352.00 | 1.000 | 2,352.00 | 
| MOBILIZATION | LS | 1.000 | 2,352.00 | 
|  |  | 1.000 | 2,352.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0111                                       7019.50 | 14,156.80 | 1.000 | 14,156.80 | 
| IMPACT ATTENUATOR | EACH | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0112                                       7019.65 | 2,240.00 | 1.000 | 2,240.00 | 
| RELOCATE IMPACT ATTENUATOR | EACH | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0113                                       A699.90 | 2,082.08 | 1.000 | 2,082.08 | 
| REMOVE | EACH | 1.000 | 2,082.08 | 
| CROSSOVER LIGHTING SYSTEM, STA. 87+00 |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0114                                       A699.91 | 2,082.08 | 1.000 | 2,082.08 | 
| REMOVE | EACH | 1.000 | 2,082.08 | 
| CROSSOVER LIGHTING SYSTEM, STA. 120+00 |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0115                                       A800.51 | 18.54 | 205.000 | 3,800.70 | 
| OPERATION AND MAINTENANCE OF CROSSOVER LIGHTING SYSTEM | DAY | 205.000 | 3,800.70 | 
| STA. 87+00 |  | 109.000 | 2,020.86 | 
|  |  | 13.000 | 241.02 | 
| 
 |  |  |  | 
| 0116                                       A800.53 | 19.04 | 205.000 | 3,903.20 | 
| OPERATION & MAINTENANCE OF CROSSOVER LIGHTING SYSTEM | DAY | 205.000 | 3,903.20 | 
| STA. 120+00 |  | 109.000 | 2,075.36 | 
|  |  | 13.000 | 247.52 | 
| 
 |  |  |  | 
| GROUP 10 GENERAL ITEMS |  | Contracted | 210,047.50 | 
|  |  | Current | 186,034.70 | 
|  |  | In place | 128,243.55 | 
|  |  | This Estimate | 10,506.84 | 
| 
 |  |  |  | 
| Totals for contract |  | Contracted | 1,420,829.66 | 
|---|
|  |  | Current | 1,400,416.47 | 
|---|
|  |  | In place | 668,287.99 | 
|---|
|  |  | This Estimate | 36,353.85 | 
|---|