|  |  | Detailed breakdown of stockpiled materials |  |  | 
|---|
| Est Nbr: | 0005 |  |  |  | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr | 
| 0030 | 6131.50 | EPOXY COATED REINFORCING STEEL |  |  | 
|  |  | S.P. Initial Payment | 24,765.54 | 444259 | 
|  |  | EPOXY COATED RE-STEEL PHASE I |  |  | 
|  |  | S.P. Initial Payment | 12,805.60 | 444465 | 
|  |  | EPOXY COATED RE-STEEL PHASE I |  |  | 
|  |  | S.P. Initial Payment | 12,963.59 | 445086 | 
|  |  | EPOXY COATED RE-STEEL PHASE I |  |  | 
|  |  | Total for estimate 0005: | 50,534.73 |  | 
| Est Nbr: | 0008 |  |  |  | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr | 
| 0027 | 6010.26 | CLASS 47BD-30 CONCRETE FOR BRIDGE |  |  | 
|  |  | S.P. Initial Payment | 15,500.00 | 1998419985 | 
|  |  | NEOPRENE TROUGH AND JT MATERIALS |  |  | 
|  |  | Total for estimate 0008: | 15,500.00 |  | 
| Est Nbr: | 0009 |  |  |  | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr | 
| 0027 | 6010.26 | CLASS 47BD-30 CONCRETE FOR BRIDGE |  |  | 
|  |  | S.P. Adjustment | -1,170.87 | 1998419985 | 
|  |  | NEOPRENE TROUGH AND JT MATERIALS |  |  | 
| 0030 | 6131.50 | EPOXY COATED REINFORCING STEEL |  |  | 
|  |  | S.P. Adjustment | -22,948.14 | 444259 | 
|  |  | EPOXY COATED RE-STEEL PHASE I |  |  | 
|  |  | S.P. Adjustment | -12,805.60 | 444465 | 
|  |  | EPOXY COATED RE-STEEL PHASE I |  |  | 
|  |  | S.P. Adjustment | -12,963.59 | 445086 | 
|  |  | EPOXY COATED RE-STEEL PHASE I |  |  | 
|  |  | Total for estimate 0009: | -49,888.20 |  | 
| Est Nbr: | 0010 |  |  |  | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr | 
| 0027 | 6010.26 | CLASS 47BD-30 CONCRETE FOR BRIDGE |  |  | 
|  |  | S.P. Adjustment | -1,464.75 | 1998419985 | 
|  |  | NEOPRENE TROUGH AND JT MATERIALS |  |  | 
| 0030 | 6131.50 | EPOXY COATED REINFORCING STEEL |  |  | 
|  |  | S.P. Adjustment | 9,669.10 | 444259 | 
|  |  | EPOXY COATED RE-STEEL PHASE I |  |  | 
|  |  | Total for estimate 0010: | 8,204.35 |  | 
| Est Nbr: | 0011 |  |  |  | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr | 
| 0027 | 6010.26 | CLASS 47BD-30 CONCRETE FOR BRIDGE |  |  | 
|  |  | S.P. Adjustment | 264.59 | 1998419985 | 
|  |  | NEOPRENE TROUGH AND JT MATERIALS |  |  | 
| 0030 | 6131.50 | EPOXY COATED REINFORCING STEEL |  |  | 
|  |  | S.P. Adjustment | 315.17 | 444259 | 
|  |  | EPOXY COATED RE-STEEL PHASE I |  |  | 
|  |  | Total for estimate 0011: | 579.76 |  | 
| Est Nbr: | 0013 |  |  |  | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr | 
| 0027 | 6010.26 | CLASS 47BD-30 CONCRETE FOR BRIDGE |  |  | 
|  |  | S.P. Adjustment | -1,041.29 | 1998419985 | 
|  |  | NEOPRENE TROUGH AND JT MATERIALS |  |  | 
| 0030 | 6131.50 | EPOXY COATED REINFORCING STEEL |  |  | 
|  |  | S.P. Adjustment | -11,801.67 | 444259 | 
|  |  | EPOXY COATED RE-STEEL PHASE I |  |  | 
|  |  | Total for estimate 0013: | -12,842.96 |  | 
| Est Nbr: | 0014 |  |  |  | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr | 
| 0027 | 6010.26 | CLASS 47BD-30 CONCRETE FOR BRIDGE |  |  | 
|  |  | S.P. Adjustment | -1,663.46 | 1998419985 | 
|  |  | NEOPRENE TROUGH AND JT MATERIALS |  |  | 
|  |  | Total for estimate 0014: | -1,663.46 |  | 
| Est Nbr: | 0015 |  |  |  | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr | 
| 0027 | 6010.26 | CLASS 47BD-30 CONCRETE FOR BRIDGE |  |  | 
|  |  | S.P. Adjustment | -172.05 | 1998419985 | 
|  |  | NEOPRENE TROUGH AND JT MATERIALS |  |  | 
|  |  | Total for estimate 0015: | -172.05 |  | 
| Est Nbr: | 0016 |  |  |  | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr | 
| 0027 | 6010.26 | CLASS 47BD-30 CONCRETE FOR BRIDGE |  |  | 
|  |  | S.P. Adjustment | -1,269.76 | 1998419985 | 
|  |  | NEOPRENE TROUGH AND JT MATERIALS |  |  | 
|  |  | Total for estimate 0016: | -1,269.76 |  | 
| Est Nbr: | 0017 |  |  |  | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr | 
| 0027 | 6010.26 | CLASS 47BD-30 CONCRETE FOR BRIDGE |  |  | 
|  |  | S.P. Adjustment | -1,028.58 | 1998419985 | 
|  |  | NEOPRENE TROUGH AND JT MATERIALS |  |  | 
|  |  | Total for estimate 0017: | -1,028.58 |  | 
| Est Nbr: | 0018 |  |  |  | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr | 
| 0027 | 6010.26 | CLASS 47BD-30 CONCRETE FOR BRIDGE |  |  | 
|  |  | S.P. Adjustment | -156.86 | 1998419985 | 
|  |  | NEOPRENE TROUGH AND JT MATERIALS |  |  | 
|  |  | Total for estimate 0018: | -156.86 |  | 
| Est Nbr: | 0019 |  |  |  | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr | 
| 0027 | 6010.26 | CLASS 47BD-30 CONCRETE FOR BRIDGE |  |  | 
|  |  | S.P. Adjustment | -119.35 | 1998419985 | 
|  |  | NEOPRENE TROUGH AND JT MATERIALS |  |  | 
|  |  | Total for estimate 0019: | -119.35 |  | 
| Est Nbr: | 0022 |  |  |  | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr | 
| 0030 | 6131.50 | EPOXY COATED REINFORCING STEEL |  |  | 
|  |  | S.P. Initial Payment | 25,278.00 | 468366 | 
|  |  | EPOXY RE-STEEL PHASE II |  |  | 
|  |  | S.P. Adjustment | -2,550.99 | 468366 | 
|  |  | EPOXY RE-STEEL PHASE II |  |  | 
|  |  | Total for estimate 0022: | 22,727.01 |  | 
| Est Nbr: | 0024 |  |  |  | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr | 
| 0030 | 6131.50 | EPOXY COATED REINFORCING STEEL |  |  | 
|  |  | S.P. Initial Payment | 11,352.12 | 470588 | 
|  |  | EPOXY RE-STEEL PHASE II (LOAD 2) |  |  | 
|  |  | Total for estimate 0024: | 11,352.12 |  | 
| Est Nbr: | 0025 |  |  |  | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr | 
| 0027 | 6010.26 | CLASS 47BD-30 CONCRETE FOR BRIDGE |  |  | 
|  |  | S.P. Adjustment | -2,616.71 | 1998419985 | 
|  |  | NEOPRENE TROUGH AND JT MATERIALS |  |  | 
| 0030 | 6131.50 | EPOXY COATED REINFORCING STEEL |  |  | 
|  |  | S.P. Adjustment | -10,907.49 | 468366 | 
|  |  | EPOXY RE-STEEL PHASE II |  |  | 
|  |  | S.P. Adjustment | -10,907.49 | 470588 | 
|  |  | EPOXY RE-STEEL PHASE II (LOAD 2) |  |  | 
|  |  | Total for estimate 0025: | -24,431.69 |  | 
| Est Nbr: | 0026 |  |  |  | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr | 
| 0027 | 6010.26 | CLASS 47BD-30 CONCRETE FOR BRIDGE |  |  | 
|  |  | S.P. Adjustment | -134.39 | 1998419985 | 
|  |  | NEOPRENE TROUGH AND JT MATERIALS |  |  | 
| 0030 | 6131.50 | EPOXY COATED REINFORCING STEEL |  |  | 
|  |  | S.P. Adjustment | -675.17 | 468366 | 
|  |  | EPOXY RE-STEEL PHASE II |  |  | 
|  |  | S.P. Adjustment | -444.63 | 470588 | 
|  |  | EPOXY RE-STEEL PHASE II (LOAD 2) |  |  | 
|  |  | Total for estimate 0026: | -1,254.19 |  | 
| Est Nbr: | 0027 |  |  |  | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr | 
| 0027 | 6010.26 | CLASS 47BD-30 CONCRETE FOR BRIDGE |  |  | 
|  |  | S.P. Adjustment | -1,660.05 | 1998419985 | 
|  |  | NEOPRENE TROUGH AND JT MATERIALS |  |  | 
| 0030 | 6131.50 | EPOXY COATED REINFORCING STEEL |  |  | 
|  |  | S.P. Adjustment | -8,341.65 | 468366 | 
|  |  | EPOXY RE-STEEL PHASE II |  |  | 
|  |  | Total for estimate 0027: | -10,001.70 |  | 
| Est Nbr: | 0028 |  |  |  | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr | 
| 0027 | 6010.26 | CLASS 47BD-30 CONCRETE FOR BRIDGE |  |  | 
|  |  | S.P. Adjustment | -231.57 | 1998419985 | 
|  |  | NEOPRENE TROUGH AND JT MATERIALS |  |  | 
| 0030 | 6131.50 | EPOXY COATED REINFORCING STEEL |  |  | 
|  |  | S.P. Adjustment | -2,802.69 | 468366 | 
|  |  | EPOXY RE-STEEL PHASE II |  |  | 
|  |  | Total for estimate 0028: | -3,034.26 |  | 
| Est Nbr: | 0033 |  |  |  | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr | 
| 0027 | 6010.26 | CLASS 47BD-30 CONCRETE FOR BRIDGE |  |  | 
|  |  | S.P. Adjustment | -754.23 | 1998419985 | 
|  |  | NEOPRENE TROUGH AND JT MATERIALS |  |  | 
|  |  | Total for estimate 0033: | -754.23 |  | 
| Est Nbr: | 0034 |  |  |  | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr | 
| 0027 | 6010.26 | CLASS 47BD-30 CONCRETE FOR BRIDGE |  |  | 
|  |  | S.P. Adjustment | -1,134.14 | 1998419985 | 
|  |  | NEOPRENE TROUGH AND JT MATERIALS |  |  | 
|  |  | Total for estimate 0034: | -1,134.14 |  | 
| Est Nbr: | 0035 |  |  |  | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr | 
| 0027 | 6010.26 | CLASS 47BD-30 CONCRETE FOR BRIDGE |  |  | 
|  |  | S.P. Adjustment | -1,162.50 | 1998419985 | 
|  |  | NEOPRENE TROUGH AND JT MATERIALS |  |  | 
|  |  | Total for estimate 0035: | -1,162.50 |  | 
|  |  | Total remaining for contract: | -15.96 |  | 
|---|
|  |  |  | 1. Contracted | 
|---|
|  |  |  | 2. Current | 
|---|
|  |  |  | 3. To date | 
|---|
| Item Nbr            Item Code | Unit Price |  | 4. This Est | 
|---|
| Item Description | Units | Qty | Amount | 
|---|
| GROUP 6 BRIDGE AT STA. 311+03.316 |  |  |  | 
| 0001                                       L020.00 | 2.00 | 693.000 | 1,386.00 | 
| EROSION CONTROL | m2 | 693.000 | 1,386.00 | 
|  |  | 510.630 | 1,021.26 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0002                                       0001.08 | 0.50 | 6,010.000 | 3,005.00 | 
| BARRICADE, TYPE II | BDAY | 6,010.000 | 3,005.00 | 
|  |  | 6,781.000 | 3,390.50 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0003                                       0001.10 | 1.50 | 2,404.000 | 3,606.00 | 
| BARRICADE, TYPE III | BDAY | 2,404.000 | 3,606.00 | 
|  |  | 2,770.000 | 4,155.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0004                                       0001.30 | 2.00 | 1,202.000 | 2,404.00 | 
| TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 1,202.000 | 2,404.00 | 
|  |  | 1,116.000 | 2,232.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0005                                       0001.90 | 0.25 | 20,434.000 | 5,108.50 | 
| SIGN DAY | EACH | 20,434.000 | 5,108.50 | 
|  |  | 17,743.000 | 4,435.75 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0006                                       0002.30 | 0.75 | 3,800.000 | 2,850.00 | 
| PAVEMENT MARKING REMOVAL | m | 3,800.000 | 2,850.00 | 
|  |  | 2,216.400 | 1,662.30 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0007                                       0002.44 | 0.75 | 2,320.000 | 1,740.00 | 
| TEMPORARY PAVEMENT MARKING, TYPE PAINT | m | 2,320.000 | 1,740.00 | 
|  |  | 8,180.000 | 6,135.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0008                                       0002.47 | 0.40 | 2,320.000 | 928.00 | 
| TEMPORARY PAVEMENT MARKING SURFACE PREPARATION | m | 2,320.000 | 928.00 | 
|  |  | 3,563.000 | 1,425.20 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0009                                       0003.10 | 150.00 | 50.000 | 7,500.00 | 
| FLAGGING | DAY | 50.000 | 7,500.00 | 
|  |  | 1.000 | 150.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0010                                       0003.34 | 30.00 | 175.000 | 5,250.00 | 
| MODIFIED CONCRETE PROTECTION BARRIER | EACH | 175.000 | 5,250.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0011                                       0003.51 | 45.00 | 575.000 | 25,875.00 | 
| INSTALL CONCRETE PROTECTION BARRIER | m | 575.000 | 25,875.00 | 
|  |  | 589.950 | 26,547.75 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0012                                       0003.70 | 400.00 | 4.000 | 1,600.00 | 
| TEMPORARY RUMBLE STRIP | EACH | 4.000 | 1,600.00 | 
|  |  | 8.000 | 3,200.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0013                                       0003.75 | 8,000.00 | 1.000 | 8,000.00 | 
| TEMPORARY TRAFFIC SIGNAL | EACH | 1.000 | 8,000.00 | 
|  |  | 1.000 | 8,000.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0014                                       0010.04 | 2,500.00 | 1.000 | 2,500.00 | 
| FIELD OFFICE | EACH | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0015                                       0020.00 | 0.80 | 1,000.000 | 800.00 | 
| TRAINING | HOUR | 1,000.000 | 800.00 | 
|  |  | 1,044.000 | 835.20 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0016                                       0030.60 | 100,000.00 | 1.000 | 100,000.00 | 
| MOBILIZATION | LS | 1.000 | 100,000.00 | 
|  |  | 1.000 | 100,000.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0017                                       1009.00 | 2,000.00 | 1.000 | 2,000.00 | 
| GENERAL CLEARING AND GRUBBING | LS | 1.000 | 2,000.00 | 
|  |  | 1.000 | 2,000.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0018                                       1030.00 | 10.00 | 58.000 | 580.00 | 
| EARTHWORK MEASURED IN EMBANKMENT | m3 | 58.000 | 580.00 | 
|  |  | 58.000 | 580.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0019                                       3050.15 | 225.00 | 144.200 | 32,445.00 | 
| CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 | m3 | 144.200 | 32,445.00 | 
|  |  | 144.200 | 32,445.01 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0020                                       3051.10 | 1.15 | 10,405.000 | 11,965.75 | 
| EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | kg | 10,405.000 | 11,965.75 | 
|  |  | 10,405.000 | 11,965.74 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0021                                       3075.11 | 40.00 | 144.000 | 5,760.00 | 
| 155 mm CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0022                                       3075.45 | 50.00 | 216.000 | 10,800.00 | 
| 230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0023                                       6000.10 | 5,000.00 | 1.000 | 5,000.00 | 
| ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 5,000.00 | 
|  |  | 1.000 | 5,000.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0024                                       6000.11 | 5,000.00 | 1.000 | 5,000.00 | 
| ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 5,000.00 | 
|  |  | 1.000 | 5,000.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0025                                       6005.35 | 164.00 | 26.000 | 4,264.00 | 
| PRECOMPRESSED POLYURETHANE FOAM JOINT | m | 26.000 | 4,264.00 | 
|  |  | 26.000 | 4,264.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0026                                       6010.22 | 500.00 | 20.900 | 10,450.00 | 
| CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 78.000 | 39,000.00 | 
|  |  | 78.000 | 39,000.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0027                                       6010.26 | 350.00 | 1,324.500 | 463,575.00 | 
| CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 1,324.500 | 463,575.00 | 
|  |  | 1,331.500 | 466,025.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0028                                       6030.00 | 300,000.00 | 1.000 | 300,000.00 | 
| PREPARATION OF BRIDGE | EACH | 1.000 | 300,000.00 | 
| AT STA. 311+03.316 |  | 1.000 | 300,000.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0029                                       6081.00 | 25.00 | 235.000 | 5,875.00 | 
| STRUCTURAL STEEL FOR SUPERSTRUCTURE | kg | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0030                                       6131.50 | 1.15 | 142,440.000 | 163,806.00 | 
| EPOXY COATED REINFORCING STEEL | kg | 144,505.000 | 166,180.75 | 
|  |  | 144,505.000 | 166,180.77 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0031                                       7011.20 | 51.34 | 62.850 | 3,226.72 | 
| W-BEAM GUARDRAIL | m | 62.850 | 3,226.72 | 
|  |  | 62.850 | 3,226.72 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0032                                       7017.00 | 9.38 | 160.000 | 1,500.80 | 
| REMOVE GUARDRAIL | m | 160.000 | 1,500.80 | 
|  |  | 160.000 | 1,500.80 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0033                                       7020.00 | 1,262.50 | 4.000 | 5,050.00 | 
| BRIDGE APPROACH SECTIONS | EACH | 4.000 | 5,050.00 | 
|  |  | 4.000 | 5,050.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0034                                       7021.70 | 1,839.00 | 4.000 | 7,356.00 | 
| GUARDRAIL END TREATMENT, SRT-350 | EACH | 4.000 | 7,356.00 | 
|  |  | 4.000 | 7,356.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0035                                       8029.75 | 15.00 | 369.000 | 5,535.00 | 
| BITUMINOUS FOUNDATION COURSE | m2 | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0036                                       8091.00 | 25.00 | 72.000 | 1,800.00 | 
| GRANULAR BACKFILL | m3 | 72.000 | 1,800.00 | 
|  |  | 72.000 | 1,800.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0037                                       9173.20 | 4.00 | 369.000 | 1,476.00 | 
| SUBGRADE PREPARATION | m2 | 196.000 | 784.00 | 
|  |  | 301.600 | 1,206.40 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0038                                       9188.50 | 40.00 | 140.000 | 5,600.00 | 
| SURFACING UNDER GUARDRAIL | m2 | 70.000 | 2,800.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 4001                                       9004.55 | 84.00 | 0.000 | 0.00 | 
| ASPHALTIC CONCRETE, TYPE "SURFACE" | Mg | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 4002                                       1101.25 | 8.25 | 0.000 | 0.00 | 
| SAWING PAVEMENT | m | 150.000 | 1,237.50 | 
| FOR REMOVAL |  | 104.760 | 864.28 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 4003                                       1102.00 | 2.80 | 0.000 | 0.00 | 
| REMOVE ASPHALT SURFACE | m2 | 292.000 | 817.60 | 
| PREVIOUSLY OMITTED FROM CONTRACT |  | 195.470 | 547.32 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 4004                                       1128.00 | 1,000.00 | 0.000 | 0.00 | 
| REMOVE SLAB | EACH | 4.000 | 4,000.00 | 
| PREVIOUSLY OMITTED  - REMOVAL OF EXISTING APPROACH SLABS |  | 4.000 | 4,000.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 4005                                       6081.00 | 8.80 | 0.000 | 0.00 | 
| STRUCTURAL STEEL FOR SUPERSTRUCTURE | kg | 2,300.000 | 20,240.00 | 
|  |  | 2,300.000 | 20,240.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 4006                                       6104.00 | 18.50 | 0.000 | 0.00 | 
| BROKEN CONCRETE RIPRAP | Mg | 38.500 | 712.25 | 
|  |  | 38.500 | 712.25 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 4007                                       6105.02 | 35.00 | 0.000 | 0.00 | 
| ROCK RIPRAP, TYPE B | Mg | 105.000 | 3,675.00 | 
|  |  | 132.590 | 4,640.65 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 4008                                       1043.50 | 9.00 | 0.000 | 0.00 | 
| RIPRAP FILTER FABRIC | m2 | 220.000 | 1,980.00 | 
|  |  | 222.000 | 1,998.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 4009                                       6617.00 | 6,354.00 | 0.000 | 0.00 | 
| ABUTMENT REPAIR | EACH | 1.000 | 6,354.00 | 
| ADDITIONAL WORK ASSOCIATED W/ ABUT 1 & 2 REPAIR |  | 1.000 | 6,354.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 4010                                       9004.55 | 92.40 | 0.000 | 0.00 | 
| ASPHALTIC CONCRETE, TYPE SURFACE | Mg | 114.000 | 10,533.60 | 
| REVISED UNIT PRICE FROM ERROR ON CO/SA NO. 1- ITEM 4001 |  | 160.730 | 14,851.46 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 4011                                       6960.02 | 391.96 | 0.000 | 0.00 | 
| ADDITIONAL WORK | LS | 1.000 | 391.96 | 
| TRANSPORT / DISPOSAL @TREATMENT, STORAGE & DISPOSAL FACILITY |  | 1.000 | 391.96 | 
|  |  | 1.000 | 391.96 | 
| 
 |  |  |  | 
| 4012                                       L003.02 | 1,800.00 | 0.000 | 0.00 | 
| SEEDING | LS | 1.000 | 1,800.00 | 
| TYPE 'B' SEED, PREP., MULCH, AND ALL INCIDENTALS |  | 1.000 | 1,800.00 | 
|  |  | 1.000 | 1,800.00 | 
| 
 |  |  |  | 
| GROUP 6 BRIDGE AT STA. 311+03.316 |  | Contracted | 1,225,617.77 | 
|  |  | Current | 1,274,322.43 | 
|  |  | In place | 1,272,190.32 | 
|  |  | This Estimate | 2,191.96 | 
| 
 |  |  |  | 
| Totals for contract |  | Contracted | 1,225,617.77 | 
|---|
|  |  | Current | 1,274,322.43 | 
|---|
|  |  | In place | 1,272,190.32 | 
|---|
|  |  | This Estimate | 2,191.96 | 
|---|