| | | 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 L001.02 | 2,648.00 | 0.500 | 1,324.00
|
| SEEDING, TYPE B | ACRE | 0.500 | 1,324.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0002 L020.00 | 1.98 | 968.200 | 1,917.04
|
| EROSION CONTROL | SY | 968.200 | 1,917.04
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0003 L032.75 | 150.00 | 1.125 | 168.75
|
| MULCH | TON | 1.125 | 168.75
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0004 0030.10 | 0.00 | 1.000 | 0.00
|
| MOBILIZATION | LS | 1.000 | 0.00
|
| | | 1.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0005 1101.00 | 7.00 | 910.500 | 6,373.50
|
| REMOVE PAVEMENT | SY | 910.500 | 6,373.50
|
| | | 997.268 | 6,980.88
|
| | 714.909 | 5,004.36
|
| | |
|
| 0006 1111.00 | 2.50 | 583.000 | 1,457.50
|
| REMOVE FENCE | LF | 583.000 | 1,457.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0007 3008.05 | 7.00 | 170.000 | 1,190.00
|
| TIE BARS | EACH | 170.000 | 1,190.00
|
| | | 131.000 | 917.00
|
| | 0.000 | 0.00
|
| | |
|
| 0008 3075.72 | 50.00 | 493.300 | 24,665.00
|
| 12" CONCRETE PAVEMENT, CLASS 47B-3500 | SY | 493.300 | 24,665.00
|
| | | 528.690 | 26,434.50
|
| | 352.450 | 17,622.50
|
| | |
|
| 0009 7017.00 | 2.00 | 1,512.500 | 3,025.00
|
| REMOVE GUARDRAIL | LF | 1,512.500 | 3,025.00
|
| | | 1,528.000 | 3,056.00
|
| | 912.000 | 1,824.00
|
| | |
|
| 0010 7100.00 | 6.00 | 628.000 | 3,768.00
|
| RIGHT-OF-WAY FENCE | LF | 628.000 | 3,768.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0011 7103.00 | 200.00 | 6.000 | 1,200.00
|
| END POSTS | EACH | 6.000 | 1,200.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0012 7105.00 | 200.00 | 5.000 | 1,000.00
|
| CORNER POSTS | EACH | 5.000 | 1,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0013 7106.12 | 750.00 | 2.000 | 1,500.00
|
| 12' VEHICLE GATE | EACH | 2.000 | 1,500.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0014 7130.00 | 10.00 | 120.000 | 1,200.00
|
| BARBED WIRE FENCE | LF | 120.000 | 1,200.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0015 9188.50 | 40.00 | 290.000 | 11,600.00
|
| SURFACING UNDER GUARDRAIL | SY | 290.000 | 11,600.00
|
| | | 180.480 | 7,219.20
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 3 CONCRETE PAVEMENT | | Contracted | 60,388.79
|
| | Current | 60,388.79
|
| | In place | 44,607.58
|
| | This Estimate | 24,450.86
|
| | |
|
| GROUP 6 BRIDGE AT STA. 2125+40.00 RT. | | |
|
| 0016 0030.60 | 110,000.00 | 1.000 | 110,000.00
|
| MOBILIZATION | LS | 1.000 | 110,000.00
|
| | | 0.626 | 68,860.00
|
| | 0.000 | 0.00
|
| | |
|
| 0017 3050.15 | 200.00 | 183.200 | 36,640.00
|
| CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 | CY | 183.200 | 36,640.00
|
| | | 91.750 | 18,350.00
|
| | 0.000 | 0.00
|
| | |
|
| 0018 3051.10 | 0.77 | 20,130.000 | 15,500.10
|
| EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | LB | 20,130.000 | 15,500.10
|
| | | 9,941.000 | 7,654.57
|
| | 0.000 | 0.00
|
| | |
|
| 0019 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
|
| | |
|
| 0020 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
|
| | |
|
| 0021 6000.60 | 26,000.00 | 1.000 | 26,000.00
|
| PIER NO.1 EXCAVATION | LS | 1.000 | 26,000.00
|
| | | 1.000 | 26,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0022 6001.50 | 20,000.00 | 1.000 | 20,000.00
|
| BENT NO.1 EXCAVATION | LS | 1.000 | 20,000.00
|
| | | 1.000 | 20,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0023 6001.51 | 20,000.00 | 1.000 | 20,000.00
|
| BENT NO.2 EXCAVATION | LS | 1.000 | 20,000.00
|
| | | 1.000 | 20,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0024 6005.35 | 48.00 | 125.400 | 6,019.20
|
| PRECOMPRESSED POLYURETHANE FOAM JOINT | LF | 125.400 | 6,019.20
|
| | | 0.000 | 0.00
|
| | -54.220 | -2,602.56
|
| | |
|
| 0025 6005.78 | 510.00 | 12.000 | 6,120.00
|
| EXPANSION BEARING, TFE TYPE | EACH | 12.000 | 6,120.00
|
| | | 6.000 | 3,060.00
|
| | 0.000 | 0.00
|
| | |
|
| 0026 6005.83 | 230.00 | 12.000 | 2,760.00
|
| FIXED BEARING | EACH | 12.000 | 2,760.00
|
| | | 6.000 | 1,380.00
|
| | 0.000 | 0.00
|
| | |
|
| 0027 6010.22 | 520.00 | 122.500 | 63,700.00
|
| CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 122.500 | 63,700.00
|
| | | 88.540 | 46,040.80
|
| | 0.000 | 0.00
|
| | |
|
| 0028 6010.26 | 360.00 | 390.200 | 140,472.00
|
| CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 390.200 | 140,472.00
|
| | | 196.580 | 70,768.80
|
| | 27.530 | 9,910.80
|
| | |
|
| 0029 6011.11 | 48,000.00 | 1.000 | 48,000.00
|
| PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 48,000.00
|
| AT STA. 2125+84 | | 1.000 | 48,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0030 6030.00 | 85,000.00 | 1.000 | 85,000.00
|
| PREPARATION OF BRIDGE | EACH | 1.000 | 85,000.00
|
| AT STA. 2125+84 | | 0.850 | 72,250.00
|
| | 0.200 | 17,000.00
|
| | |
|
| 0031 6080.00 | 3.00 | 780.000 | 2,340.00
|
| STRUCTURAL STEEL FOR SUBSTRUCTURE | LB | 780.000 | 2,340.00
|
| | | 780.000 | 2,340.00
|
| | 0.000 | 0.00
|
| | |
|
| 0032 6104.00 | 9.00 | 210.000 | 1,890.00
|
| BROKEN CONCRETE RIPRAP | TON | 210.000 | 1,890.00
|
| | | 50.000 | 450.00
|
| | 0.000 | 0.00
|
| | |
|
| 0033 6131.50 | 0.84 | 90,250.000 | 75,810.00
|
| EPOXY COATED REINFORCING STEEL | LB | 90,250.000 | 75,810.00
|
| | | 38,864.060 | 32,645.80
|
| | 2,133.060 | 1,791.77
|
| | |
|
| 0034 6139.50 | 35.00 | 85.000 | 2,975.00
|
| SUBSURFACE DRAINAGE MATTING | SY | 85.000 | 2,975.00
|
| | | 24.540 | 858.90
|
| | 0.000 | 0.00
|
| | |
|
| 0035 6200.00 | 40.00 | 360.000 | 14,400.00
|
| CONCRETE PILING | LF | 360.000 | 14,400.00
|
| | | 355.000 | 14,200.00
|
| | 0.000 | 0.00
|
| | |
|
| 0036 6616.65 | 115.00 | 8.000 | 920.00
|
| BEARING DEVICE REPLACEMENT | EACH | 8.000 | 920.00
|
| | | 4.000 | 460.00
|
| | 0.000 | 0.00
|
| | |
|
| 0037 8091.00 | 15.00 | 121.000 | 1,815.00
|
| GRANULAR BACKFILL | CY | 121.000 | 1,815.00
|
| | | 34.000 | 510.00
|
| | 0.000 | 0.00
|
| | |
|
| 4003 6200.50 | 24.00 | 0.000 | 0.00
|
| PAY CUT-OFF FOR CONCRETE PILING | LF | 5.000 | 120.00
|
| | | 5.000 | 120.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 6 BRIDGE AT STA. 2125+40.00 RT. | | Contracted | 688,361.30
|
| | Current | 688,481.30
|
| | In place | 461,948.87
|
| | This Estimate | 26,100.01
|
| | |
|
| GROUP 6A BRIDGE AT STA. 2125+40.00 LT. | | |
|
| 0038 0030.60 | 93,000.00 | 1.000 | 93,000.00
|
| MOBILIZATION | LS | 0.000 | 0.00
|
| | | 0.721 | 67,053.00
|
| | -0.040 | -3,720.00
|
| | |
|
| 0039 3050.15 | 200.00 | 183.200 | 36,640.00
|
| CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 | CY | 183.200 | 36,640.00
|
| | | 78.580 | 15,716.00
|
| | 0.000 | 0.00
|
| | |
|
| 0040 3051.10 | 0.77 | 20,130.000 | 15,500.10
|
| EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | LB | 20,130.000 | 15,500.10
|
| | | 9,941.000 | 7,654.57
|
| | 0.000 | 0.00
|
| | |
|
| 0041 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
|
| | |
|
| 0042 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
|
| | |
|
| 0043 6000.60 | 26,000.00 | 1.000 | 26,000.00
|
| PIER NO.1 EXCAVATION | LS | 1.000 | 26,000.00
|
| | | 1.000 | 26,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0044 6001.50 | 20,000.00 | 1.000 | 20,000.00
|
| BENT NO.1 EXCAVATION | LS | 1.000 | 20,000.00
|
| | | 1.000 | 20,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0045 6001.51 | 20,000.00 | 1.000 | 20,000.00
|
| BENT NO.2 EXCAVATION | LS | 1.000 | 20,000.00
|
| | | 1.000 | 20,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0046 6005.35 | 48.00 | 125.400 | 6,019.20
|
| PRECOMPRESSED POLYURETHANE FOAM JOINT | LF | 125.400 | 6,019.20
|
| | | 0.000 | 0.00
|
| | -54.220 | -2,602.56
|
| | |
|
| 0047 6005.78 | 510.00 | 12.000 | 6,120.00
|
| EXPANSION BEARING, TFE TYPE | EACH | 12.000 | 6,120.00
|
| | | 6.000 | 3,060.00
|
| | 0.000 | 0.00
|
| | |
|
| 0048 6005.83 | 230.00 | 12.000 | 2,760.00
|
| FIXED BEARING | EACH | 12.000 | 2,760.00
|
| | | 6.000 | 1,380.00
|
| | 0.000 | 0.00
|
| | |
|
| 0049 6010.22 | 520.00 | 122.500 | 63,700.00
|
| CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 122.500 | 63,700.00
|
| | | 88.610 | 46,077.20
|
| | 0.000 | 0.00
|
| | |
|
| 0050 6010.26 | 360.00 | 390.200 | 140,472.00
|
| CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 390.200 | 140,472.00
|
| | | 169.020 | 60,847.20
|
| | 0.000 | 0.00
|
| | |
|
| 0051 6011.11 | 48,000.00 | 1.000 | 48,000.00
|
| PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 48,000.00
|
| AT STA. 2124+96 | | 1.000 | 48,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0052 6030.00 | 85,000.00 | 1.000 | 85,000.00
|
| PREPARATION OF BRIDGE | EACH | 1.000 | 85,000.00
|
| AT STA. 2124+96 | | 0.650 | 55,250.00
|
| | 0.150 | 12,750.00
|
| | |
|
| 0053 6080.00 | 3.00 | 780.000 | 2,340.00
|
| STRUCTURAL STEEL FOR SUBSTRUCTURE | LB | 780.000 | 2,340.00
|
| | | 780.000 | 2,340.00
|
| | 0.000 | 0.00
|
| | |
|
| 0054 6104.00 | 9.00 | 210.000 | 1,890.00
|
| BROKEN CONCRETE RIPRAP | TON | 210.000 | 1,890.00
|
| | | 50.000 | 450.00
|
| | 0.000 | 0.00
|
| | |
|
| 0055 6131.50 | 0.84 | 90,250.000 | 75,810.00
|
| EPOXY COATED REINFORCING STEEL | LB | 90,250.000 | 75,810.00
|
| | | 36,330.500 | 30,517.61
|
| | 0.000 | 0.00
|
| | |
|
| 0056 6139.50 | 35.00 | 85.000 | 2,975.00
|
| SUBSURFACE DRAINAGE MATTING | SY | 85.000 | 2,975.00
|
| | | 25.800 | 903.00
|
| | 0.000 | 0.00
|
| | |
|
| 0057 6200.00 | 40.00 | 360.000 | 14,400.00
|
| CONCRETE PILING | LF | 360.000 | 14,400.00
|
| | | 340.500 | 13,620.00
|
| | 0.000 | 0.00
|
| | |
|
| 0058 6616.65 | 115.00 | 8.000 | 920.00
|
| BEARING DEVICE REPLACEMENT | EACH | 8.000 | 920.00
|
| | | 4.000 | 460.00
|
| | 0.000 | 0.00
|
| | |
|
| 0059 8091.00 | 15.00 | 121.000 | 1,815.00
|
| GRANULAR BACKFILL | CY | 121.000 | 1,815.00
|
| | | 34.000 | 510.00
|
| | 0.000 | 0.00
|
| | |
|
| 4002 6200.50 | 24.00 | 0.000 | 0.00
|
| PAY CUT-OFF FOR CONCRETE PILING | LF | 13.500 | 324.00
|
| | | 19.500 | 468.00
|
| | 0.000 | 0.00
|
| | |
|
| 4005 0030.90 | 77,000.00 | 1.000 | 77,000.00
|
| MOBILIZATION | LS | 2.000 | 154,000.00
|
| | | 0.750 | 57,750.00
|
| | 0.250 | 19,250.00
|
| | |
|
| 4007 4976.05 | 35,965.90 | 0.000 | 0.00
|
| ADDITIONAL WORK | LS | 1.000 | 35,965.90
|
| ADDITIONAL CONSTRUCTION(VALUED ENGINEER PROPOSAL) | | 0.500 | 17,982.96
|
| | 0.250 | 8,991.48
|
| | |
|
| 4008 0025.10 | 15,830.43 | 0.000 | 0.00
|
| VALUE ENGINEERING ADJUSTMENT | LS | 1.000 | 15,830.43
|
| | | 0.750 | 11,872.83
|
| | 0.250 | 3,957.61
|
| | |
|
| GROUP 6A BRIDGE AT STA. 2125+40.00 LT. | | Contracted | 671,361.30
|
| | Current | 707,481.63
|
| | In place | 515,912.37
|
| | This Estimate | 38,626.53
|
| | |
|
| GROUP 7 GUARDRAIL | | |
|
| 0060 0030.70 | 1,150.00 | 1.000 | 1,150.00
|
| MOBILIZATION | LS | 1.000 | 1,150.00
|
| | | 1.000 | 1,150.00
|
| | 0.000 | 0.00
|
| | |
|
| 0061 1033.00 | 1,100.00 | 9.450 | 10,395.00
|
| ROADWAY GRADING | STA | 9.450 | 10,395.00
|
| | | 4.176 | 4,593.60
|
| | 4.176 | 4,593.60
|
| | |
|
| 0062 7011.20 | 12.00 | 687.500 | 8,250.00
|
| W-BEAM GUARDRAIL | LF | 687.500 | 8,250.00
|
| | | 286.500 | 3,438.00
|
| | 0.000 | 0.00
|
| | |
|
| 0063 7020.00 | 1,250.00 | 4.000 | 5,000.00
|
| BRIDGE APPROACH SECTIONS | EACH | 4.000 | 5,000.00
|
| | | 2.000 | 2,500.00
|
| | 0.000 | 0.00
|
| | |
|
| 0064 7024.25 | 2,150.00 | 4.000 | 8,600.00
|
| GUARDRAIL END TREATMENT, TYPE I | EACH | 4.000 | 8,600.00
|
| | | 2.000 | 4,300.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 7 GUARDRAIL | | Contracted | 33,395.00
|
| | Current | 33,395.00
|
| | In place | 15,981.60
|
| | This Estimate | 4,593.60
|
| | |
|
| GROUP 10 GENERAL ITEMS | | |
|
| 0065 0001.00 | 350.00 | 362.000 | 126,700.00
|
| SURVEILLANCE OF TEMPORARY TRAFFIC CONTROL DEVICES | CDAY | 181.000 | 63,350.00
|
| | | 110.000 | 38,500.00
|
| | 14.000 | 4,900.00
|
| | |
|
| 0066 0001.08 | 0.50 | 13,424.000 | 6,712.00
|
| BARRICADE, TYPE II | BDAY | 13,424.000 | 6,712.00
|
| | | 9,742.000 | 4,871.00
|
| | 1,288.000 | 644.00
|
| | |
|
| 0067 0001.10 | 0.90 | 2,002.000 | 1,801.80
|
| BARRICADE, TYPE III | BDAY | 2,002.000 | 1,801.80
|
| | | 1,333.000 | 1,199.70
|
| | 112.000 | 100.80
|
| | |
|
| 0068 0001.75 | 5.00 | 120.000 | 600.00
|
| TEMPORARY SIGN DAY | EACH | 120.000 | 600.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0069 0001.90 | 0.95 | 13,762.000 | 13,073.90
|
| SIGN DAY | EACH | 13,762.000 | 13,073.90
|
| | | 6,682.000 | 6,347.90
|
| | 882.000 | 837.90
|
| | |
|
| 0070 0002.30 | 0.45 | 7,500.000 | 3,375.00
|
| PAVEMENT MARKING REMOVAL | LF | 7,500.000 | 3,375.00
|
| | | 4,160.000 | 1,872.00
|
| | 0.000 | 0.00
|
| | |
|
| 0071 0002.39 | 0.85 | 7,500.000 | 6,375.00
|
| TEMPORARY PAVEMENT MARKING, TYPE II | LF | 7,500.000 | 6,375.00
|
| | | 12,467.200 | 10,597.12
|
| | 0.000 | 0.00
|
| | |
|
| 0072 0002.97 | 35.00 | 372.000 | 13,020.00
|
| FLASHING ARROW PANEL | DAY | 372.000 | 13,020.00
|
| | | 212.000 | 7,420.00
|
| | 28.000 | 980.00
|
| | |
|
| 0073 0003.50 | 58.00 | 700.000 | 40,600.00
|
| CONCRETE PROTECTION BARRIER | LF | 700.000 | 40,600.00
|
| | | 700.000 | 40,600.00
|
| | 0.000 | 0.00
|
| | |
|
| 0074 0003.56 | 4.50 | 1,925.000 | 8,662.50
|
| RELOCATE CONCRETE PROTECTION BARRIER | LF | 1,400.000 | 6,300.00
|
| | | 700.000 | 3,150.00
|
| | 0.000 | 0.00
|
| | |
|
| 0075 0003.58 | 3,800.00 | 2.000 | 7,600.00
|
| INERTIAL BARRIER SYSTEM | EACH | 2.000 | 7,600.00
|
| | | 2.000 | 7,600.00
|
| | 0.000 | 0.00
|
| | |
|
| 0076 0003.64 | 300.00 | 2.000 | 600.00
|
| REPLACEMENT MODULE | EACH | 2.000 | 600.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0077 0010.04 | 3,200.00 | 1.000 | 3,200.00
|
| FIELD OFFICE | EACH | 0.000 | 0.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0078 0020.00 | 0.80 | 1,000.000 | 800.00
|
| TRAINING | HOUR | 1,000.000 | 800.00
|
| | | 891.500 | 713.20
|
| | 251.000 | 200.80
|
| | |
|
| 0079 0030.10 | 0.00 | 1.000 | 0.00
|
| MOBILIZATION | LS | 1.000 | 0.00
|
| | | 1.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 4001 0010.04 | 2,450.00 | 0.000 | 0.00
|
| FIELD OFFICE | EACH | 1.000 | 2,450.00
|
| | | 1.000 | 2,450.00
|
| | 0.000 | 0.00
|
| | |
|
| 4004 6960.06 | 3.685 | 0.000 | 0.00
|
| ADDITIONAL WORK | LF | 700.000 | 2,579.50
|
| CONCRETE CYLINDER TESTING FOR CONCRETE PROTECTION BARRIER | | 700.000 | 2,579.50
|
| | 0.000 | 0.00
|
| | |
|
| 4006 6960.02 | 14,085.75 | 0.000 | 0.00
|
| ADDITIONAL WORK | LS | 1.000 | 14,085.75
|
| INSTALLING STATE FURNISHED CONCRETE PROTECTION BARRIER | | 1.000 | 14,085.75
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 10 GENERAL ITEMS | | Contracted | 233,120.20
|
| | Current | 183,322.95
|
| | In place | 141,986.17
|
| | This Estimate | 7,663.50
|
| | |
|
| Totals for contract | | Contracted | 1,763,626.59
|
|---|
| | Current | 1,750,069.67
|
|---|
| | In place | 1,180,436.59
|
|---|
| | This Estimate | 101,434.50
|
|---|