| | | 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. 232+22.759 LT. | | |
|
| 0001 0030.60 | 30,500.00 | 1.000 | 30,500.00
|
| MOBILIZATION | LS | 1.000 | 30,500.00
|
| | | 1.000 | 30,500.00
|
| | 0.000 | 0.00
|
| | |
|
| 0002 1101.00 | 7.70 | 433.000 | 3,334.10
|
| REMOVE PAVEMENT | m2 | 433.000 | 3,334.10
|
| | | 433.000 | 3,334.10
|
| | 0.000 | 0.00
|
| | |
|
| 0003 1101.25 | 8.20 | 30.900 | 253.38
|
| SAWING PAVEMENT | m | 30.900 | 253.38
|
| | | 14.600 | 119.72
|
| | 0.000 | 0.00
|
| | |
|
| 0004 1102.00 | 6.25 | 502.000 | 3,137.50
|
| REMOVE ASPHALT SURFACE | m2 | 502.000 | 3,137.50
|
| | | 38.000 | 237.50
|
| | 0.000 | 0.00
|
| | |
|
| 0005 3050.15 | 276.10 | 125.600 | 34,678.16
|
| CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 | m3 | 125.600 | 34,678.16
|
| | | 125.600 | 34,678.16
|
| | 0.000 | 0.00
|
| | |
|
| 0006 3051.10 | 1.42 | 8,440.000 | 11,984.80
|
| EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | kg | 8,440.000 | 11,984.80
|
| | | 8,440.000 | 11,984.80
|
| | 0.000 | 0.00
|
| | |
|
| 0007 6000.10 | 3,000.00 | 1.000 | 3,000.00
|
| ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 3,000.00
|
| | | 1.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0008 6000.11 | 3,000.00 | 1.000 | 3,000.00
|
| ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 3,000.00
|
| | | 1.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0009 6000.60 | 14,250.00 | 1.000 | 14,250.00
|
| PIER NO.1 EXCAVATION | LS | 1.000 | 14,250.00
|
| | | 1.000 | 14,250.00
|
| | 0.000 | 0.00
|
| | |
|
| 0010 6000.61 | 14,250.00 | 1.000 | 14,250.00
|
| PIER NO.2 EXCAVATION | LS | 1.000 | 14,250.00
|
| | | 1.000 | 14,250.00
|
| | 0.000 | 0.00
|
| | |
|
| 0011 6005.35 | 433.00 | 37.800 | 16,367.40
|
| PRECOMPRESSED POLYURETHANE FOAM JOINT | m | 37.800 | 16,367.40
|
| | | 37.800 | 16,367.40
|
| | 0.000 | 0.00
|
| | |
|
| 0012 6010.22 | 550.00 | 91.300 | 50,215.00
|
| CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 91.300 | 50,215.00
|
| | | 91.300 | 50,215.00
|
| | 0.000 | 0.00
|
| | |
|
| 0013 6010.26 | 481.50 | 546.800 | 263,284.20
|
| CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 546.800 | 263,284.20
|
| | | 546.800 | 263,284.20
|
| | 0.000 | 0.00
|
| | |
|
| 0014 6011.11 | 75,000.00 | 1.000 | 75,000.00
|
| PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 75,000.00
|
| | | 1.000 | 75,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0015 6030.00 | 138,000.00 | 1.000 | 138,000.00
|
| PREPARATION OF BRIDGE | EACH | 1.000 | 138,000.00
|
| | | 1.000 | 138,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0016 6080.00 | 8.76 | 1,154.000 | 10,109.04
|
| STRUCTURAL STEEL FOR SUBSTRUCTURE | kg | 1,154.000 | 10,109.04
|
| | | 1,154.000 | 10,109.04
|
| | 0.000 | 0.00
|
| | |
|
| 0017 6104.00 | 36.70 | 664.000 | 24,368.80
|
| BROKEN CONCRETE RIPRAP | Mg | 664.000 | 24,368.80
|
| | | 664.000 | 24,368.80
|
| | 0.000 | 0.00
|
| | |
|
| 0018 6131.50 | 1.42 | 56,389.000 | 80,072.38
|
| EPOXY COATED REINFORCING STEEL | kg | 56,389.000 | 80,072.38
|
| | | 56,389.000 | 80,072.38
|
| | 0.000 | 0.00
|
| | |
|
| 0019 6200.00 | 112.00 | 289.600 | 32,435.20
|
| CONCRETE PILING | m | 289.600 | 32,435.20
|
| | | 289.600 | 32,435.20
|
| | 0.000 | 0.00
|
| | |
|
| 0020 8091.00 | 45.00 | 81.000 | 3,645.00
|
| GRANULAR BACKFILL | m3 | 81.000 | 3,645.00
|
| | | 81.000 | 3,645.00
|
| | 0.000 | 0.00
|
| | |
|
| 0021 9000.01 | 81.50 | 220.000 | 17,930.00
|
| ASPHALTIC CONCRETE | Mg | 220.000 | 17,930.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 070 6617.00 | 1,500.00 | 0.000 | 0.00
|
| ABUTMENT REPAIR | EACH | 3.000 | 4,500.00
|
| | | 3.000 | 4,500.00
|
| | 0.000 | 0.00
|
| | |
|
| 071 6610.60 | 500.00 | 0.000 | 0.00
|
| METAL BOND BREAKER | EACH | 2.000 | 1,000.00
|
| | | 2.000 | 1,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 072 3075.55 | 45.45 | 0.000 | 0.00
|
| 255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 59.130 | 2,687.46
|
| | | 100.440 | 4,564.99
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 6 BRIDGE AT STA. 232+22.759 LT. | | Contracted | 829,814.96
|
| | Current | 838,002.42
|
| | In place | 818,916.29
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 6A BRIDGE AT STA. 232+22.759 RT. | | |
|
| 0022 0030.60 | 8,000.00 | 1.000 | 8,000.00
|
| MOBILIZATION | LS | 1.000 | 8,000.00
|
| | | 1.000 | 8,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0023 6004.50 | 246.00 | 43.000 | 10,578.00
|
| EXPANSION JOINT | m | 43.000 | 10,578.00
|
| | | 43.000 | 10,578.00
|
| | 0.000 | 0.00
|
| | |
|
| 0024 6010.28 | 632.50 | 141.820 | 89,701.15
|
| CLASS 47BD-35 CONCRETE FOR BRIDGE | m3 | 141.820 | 89,701.15
|
| | | 141.820 | 89,701.15
|
| | 0.000 | 0.00
|
| | |
|
| 0025 6020.00 | 1.18 | 6,486.000 | 7,653.48
|
| REINFORCING STEEL FOR BRIDGE | kg | 6,486.000 | 7,653.48
|
| | | 6,486.000 | 7,653.48
|
| | 0.000 | 0.00
|
| | |
|
| 0068 6617.50 | 11,116.00 | 0.000 | 0.00
|
| PIER REPAIR | EACH | 1.000 | 11,116.00
|
| | | 1.000 | 11,116.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 6A BRIDGE AT STA. 232+22.759 RT. | | Contracted | 115,932.63
|
| | Current | 127,048.63
|
| | In place | 127,048.63
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 7 GUARDRAIL | | |
|
| 0026 L020.00 | 5.00 | 1,083.000 | 5,415.00
|
| EROSION CONTROL | m2 | 1,083.000 | 5,415.00
|
| | | 1,083.000 | 5,415.00
|
| | 1,083.000 | 5,415.00
|
| | |
|
| 0027 0030.70 | 2,500.00 | 1.000 | 2,500.00
|
| MOBILIZATION | LS | 1.000 | 2,500.00
|
| | | 1.000 | 2,500.00
|
| | 0.000 | 0.00
|
| | |
|
| 0028 1033.00 | 2,200.00 | 1.840 | 4,048.00
|
| ROADWAY GRADING | StaM | 1.840 | 4,048.00
|
| | | 1.840 | 4,048.00
|
| | 0.000 | 0.00
|
| | |
|
| 0029 7011.20 | 52.58 | 164.040 | 8,625.22
|
| W-BEAM GUARDRAIL | m | 164.040 | 8,625.22
|
| | | 164.040 | 8,625.22
|
| | 0.000 | 0.00
|
| | |
|
| 0030 7017.00 | 6.70 | 209.200 | 1,401.64
|
| REMOVE GUARDRAIL | m | 209.200 | 1,401.64
|
| | | 209.200 | 1,401.64
|
| | 0.000 | 0.00
|
| | |
|
| 0031 7020.00 | 1,050.00 | 4.000 | 4,200.00
|
| BRIDGE APPROACH SECTIONS | EACH | 4.000 | 4,200.00
|
| | | 4.000 | 4,200.00
|
| | 0.000 | 0.00
|
| | |
|
| 0032 7021.70 | 1,617.00 | 2.000 | 3,234.00
|
| GUARDRAIL END TREATMENT, SRT-350 | EACH | 2.000 | 3,234.00
|
| | | 2.000 | 3,234.00
|
| | 0.000 | 0.00
|
| | |
|
| 0033 9188.50 | 27.50 | 748.000 | 20,570.00
|
| SURFACING UNDER GUARDRAIL | m2 | 748.000 | 20,570.00
|
| | | 757.000 | 20,817.50
|
| | 0.000 | 0.00
|
| | |
|
| 029 7011.20 | 52.58 | 0.000 | 0.00
|
| W-BEAM GUARDRAIL | m | -1.905 | -100.16
|
| | | -1.905 | -100.16
|
| | 0.000 | 0.00
|
| | |
|
| 037 7011.20 | 52.58 | 0.000 | 0.00
|
| W-BEAM GUARDRAIL | m | -1.905 | -100.16
|
| | | -1.905 | -100.16
|
| | 0.000 | 0.00
|
| | |
|
| 073 7026.05 | 225.00 | 0.000 | 0.00
|
| W-THRIE BEAM TRANSITION SECTION | EACH | 1.000 | 225.00
|
| | | 1.000 | 225.00
|
| | 0.000 | 0.00
|
| | |
|
| 074 7026.05 | 225.00 | 0.000 | 0.00
|
| W-THRIE BEAM TRANSITION SECTION | EACH | 1.000 | 225.00
|
| | | 1.000 | 225.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 7 GUARDRAIL | | Contracted | 49,993.86
|
| | Current | 50,243.53
|
| | In place | 50,491.04
|
| | This Estimate | 5,415.00
|
| | |
|
| GROUP 10 GENERAL ITEMS | | |
|
| 0034 0001.08 | 0.50 | 12,033.000 | 6,016.50
|
| BARRICADE, TYPE II | BDAY | 12,033.000 | 6,016.50
|
| | | 10,530.000 | 5,265.00
|
| | 0.000 | 0.00
|
| | |
|
| 0035 0001.10 | 2.00 | 942.000 | 1,884.00
|
| BARRICADE, TYPE III | BDAY | 942.000 | 1,884.00
|
| | | 3,007.000 | 6,014.00
|
| | 0.000 | 0.00
|
| | |
|
| 0036 0001.30 | 2.25 | 628.000 | 1,413.00
|
| TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 628.000 | 1,413.00
|
| | | 940.000 | 2,115.00
|
| | 0.000 | 0.00
|
| | |
|
| 0037 0001.90 | 0.50 | 8,371.000 | 4,185.50
|
| SIGN DAY | EACH | 8,371.000 | 4,185.50
|
| | | 12,906.000 | 6,453.00
|
| | 8.000 | 4.00
|
| | |
|
| 0038 0002.30 | 3.00 | 300.000 | 900.00
|
| PAVEMENT MARKING REMOVAL | m | 2,060.000 | 6,180.00
|
| | | 1,944.670 | 5,834.01
|
| | 0.000 | 0.00
|
| | |
|
| 0039 0002.39 | 3.00 | 1,800.000 | 5,400.00
|
| TEMPORARY PAVEMENT MARKING, TYPE II | m | 3,560.000 | 10,680.00
|
| | | 3,550.000 | 10,650.00
|
| | 0.000 | 0.00
|
| | |
|
| 0040 0002.97 | 35.00 | 314.000 | 10,990.00
|
| FLASHING ARROW PANEL | DAY | 314.000 | 10,990.00
|
| | | 420.000 | 14,700.00
|
| | 1.000 | 35.00
|
| | |
|
| 0041 0003.10 | 200.00 | 60.000 | 12,000.00
|
| FLAGGING | DAY | 60.000 | 12,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0042 0003.51 | 29.00 | 550.000 | 15,950.00
|
| INSTALL CONCRETE PROTECTION BARRIER | m | 305.000 | 8,845.00
|
| | | 477.050 | 13,834.45
|
| | 0.000 | 0.00
|
| | |
|
| 0043 0003.58 | 3,500.00 | 2.000 | 7,000.00
|
| INERTIAL BARRIER SYSTEM | EACH | 2.000 | 7,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0044 0003.64 | 200.00 | 10.000 | 2,000.00
|
| REPLACEMENT MODULE | EACH | 10.000 | 2,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0045 0010.04 | 2,400.00 | 1.000 | 2,400.00
|
| FIELD OFFICE | EACH | 1.000 | 2,400.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0046 0030.00 | 1,500.00 | 1.000 | 1,500.00
|
| MOBILIZATION | LS | 1.000 | 1,500.00
|
| | | 1.000 | 1,500.00
|
| | 0.000 | 0.00
|
| | |
|
| 069 0001.46 | 0.25 | 0.000 | 0.00
|
| REFLECTORIZED CONE | BDAY | 5,940.000 | 1,485.00
|
| | | 8,016.000 | 2,004.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 10 GENERAL ITEMS | | Contracted | 71,639.00
|
| | Current | 76,579.00
|
| | In place | 68,369.46
|
| | This Estimate | 39.00
|
| | |
|
| Totals for contract | | Contracted | 1,067,380.45
|
|---|
| | Current | 1,091,873.58
|
|---|
| | In place | 1,064,825.42
|
|---|
| | This Estimate | 5,454.00
|
|---|