| | | 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 L020.00 | 2.00 | 340.000 | 680.00
|
| EROSION CONTROL | SY | 340.000 | 680.00
|
| | | 545.000 | 1,090.00
|
| | 0.000 | 0.00
|
| | |
|
| 0002 0030.10 | 525.00 | 1.000 | 525.00
|
| MOBILIZATION | LS | 1.000 | 525.00
|
| | | 1.000 | 525.00
|
| | 0.000 | 0.00
|
| | |
|
| 0003 1101.25 | 3.00 | 177.000 | 531.00
|
| SAWING PAVEMENT | LF | 177.000 | 531.00
|
| | | 196.500 | 589.50
|
| | 0.000 | 0.00
|
| | |
|
| 0004 1109.00 | 10.00 | 176.500 | 1,765.00
|
| REMOVE CURB | LF | 176.500 | 1,765.00
|
| | | 186.500 | 1,865.00
|
| | 0.000 | 0.00
|
| | |
|
| 0005 1111.00 | 3.00 | 178.000 | 534.00
|
| REMOVE FENCE | LF | 178.000 | 534.00
|
| | | 178.000 | 534.00
|
| | 0.000 | 0.00
|
| | |
|
| 0006 7110.00 | 1.60 | 2,400.000 | 3,840.00
|
| TEMPORARY FENCE | LF | 2,400.000 | 3,840.00
|
| | | 111.000 | 177.60
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 1 GRADING | | Contracted | 7,875.00
|
| | Current | 7,875.00
|
| | In place | 4,781.10
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 6 BRIDGE AT STA. 91+63.82 WB | | |
|
| 0007 0030.60 | 25,000.00 | 1.000 | 25,000.00
|
| MOBILIZATION | LS | 1.000 | 25,000.00
|
| | | 1.000 | 25,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0008 6010.22 | 2,700.00 | 1.700 | 4,590.00
|
| CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 1.700 | 4,590.00
|
| | | 1.700 | 4,590.00
|
| | 0.000 | 0.00
|
| | |
|
| 0009 6010.26 | 395.00 | 316.900 | 125,175.50
|
| CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 316.900 | 125,175.50
|
| | | 316.900 | 125,175.50
|
| | 0.000 | 0.00
|
| | |
|
| 0010 6020.00 | 3.00 | 284.000 | 852.00
|
| REINFORCING STEEL FOR BRIDGE | LB | 284.000 | 852.00
|
| | | 284.000 | 852.00
|
| | 0.000 | 0.00
|
| | |
|
| 0011 6030.01 | 18,000.00 | 1.000 | 18,000.00
|
| PREPARATION OF BRIDGE | EACH | 1.000 | 18,000.00
|
| AT STA. 91+63.82 WB | | 1.000 | 18,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0012 6100.00 | 1,500.00 | 2.000 | 3,000.00
|
| FLOOR DRAINS | EACH | 2.000 | 3,000.00
|
| | | 2.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0013 6131.50 | 0.55 | 94,062.000 | 51,734.10
|
| EPOXY COATED REINFORCING STEEL | LB | 94,062.000 | 51,734.10
|
| | | 94,062.000 | 51,734.10
|
| | 0.000 | 0.00
|
| | |
|
| 0014 6415.00 | 5,500.00 | 2.000 | 11,000.00
|
| DRAINAGE SYSTEM | EACH | 2.000 | 11,000.00
|
| | | 2.000 | 11,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0015 6600.01 | 4.00 | 95.000 | 380.00
|
| 1" CONDUIT IN BRIDGE | LF | 95.000 | 380.00
|
| | | 95.000 | 380.00
|
| | 0.000 | 0.00
|
| | |
|
| 0016 6601.15 | 5.00 | 119.300 | 596.50
|
| 1 1/2" CONDUIT IN BRIDGE | LF | 119.300 | 596.50
|
| | | 119.300 | 596.50
|
| | 0.000 | 0.00
|
| | |
|
| 4005 7050.02 | 170.50 | 0.000 | 0.00
|
| ADDITIONAL COMPENSATION | LS | 1.000 | 170.50
|
| Manhours for cutting 193 bars at 92+88 to 93+84 E.B. (Phs 3) | | 1.000 | 170.50
|
| | 0.000 | 0.00
|
| | |
|
| 4006 6961.17 | 2,021.39 | 0.000 | 0.00
|
| EPOXY COATED REBAR SPLICES | EACH | 1.000 | 2,021.39
|
| Splice bars for Nebr. Approach | | 1.000 | 2,021.39
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 6 BRIDGE AT STA. 91+63.82 WB | | Contracted | 240,328.10
|
| | Current | 242,519.99
|
| | In place | 242,519.99
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 6A BRIDGE AT STA. 101+31.50 | | |
|
| 0017 0030.60 | 233,000.00 | 1.000 | 233,000.00
|
| MOBILIZATION | LS | 1.000 | 233,000.00
|
| | | 1.000 | 233,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0018 3050.15 | 140.00 | 389.100 | 54,474.00
|
| CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 | CY | 389.100 | 54,474.00
|
| | | 389.100 | 54,474.00
|
| | 0.000 | 0.00
|
| | |
|
| 0019 3051.10 | 0.55 | 36,157.000 | 19,886.35
|
| EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | LB | 36,157.000 | 19,886.35
|
| | | 36,157.000 | 19,886.35
|
| | 0.000 | 0.00
|
| | |
|
| 0020 6000.11 | 2,000.00 | 1.000 | 2,000.00
|
| ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 2,000.00
|
| | | 1.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0021 6010.22 | 800.00 | 23.300 | 18,640.00
|
| CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 23.300 | 18,640.00
|
| | | 23.300 | 18,640.00
|
| | 0.000 | 0.00
|
| | |
|
| 0022 6010.26 | 405.00 | 5,742.500 | 2,325,712.50
|
| CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 5,742.500 | 2,325,712.50
|
| | | 5,742.500 | 2,325,712.50
|
| | 0.000 | 0.00
|
| | |
|
| 0023 6030.00 | 330,000.00 | 1.000 | 330,000.00
|
| PREPARATION OF BRIDGE | EACH | 1.000 | 330,000.00
|
| AT STA. 101+31.50 | | 1.000 | 330,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0024 6100.00 | 1,000.00 | 64.000 | 64,000.00
|
| FLOOR DRAINS | EACH | 64.000 | 64,000.00
|
| | | 64.000 | 64,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0025 6107.00 | 55.00 | 76.500 | 4,207.50
|
| CONCRETE SLOPE PROTECTION | SY | 76.500 | 4,207.50
|
| | | 79.600 | 4,378.00
|
| | 0.000 | 0.00
|
| | |
|
| 0026 6131.50 | 0.55 | 1,826,284.000 | 1,004,456.20
|
| EPOXY COATED REINFORCING STEEL | LB | 1,826,284.000 | 1,004,456.20
|
| | | 1,846,576.000 | 1,015,616.80
|
| | 0.000 | 0.00
|
| | |
|
| 0027 6415.00 | 20,000.00 | 1.000 | 20,000.00
|
| DRAINAGE SYSTEM | EACH | 1.000 | 20,000.00
|
| AT STA. 102+37.00 | | 1.000 | 20,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0028 6601.15 | 5.00 | 3,461.100 | 17,305.50
|
| 1 1/2" CONDUIT IN BRIDGE | LF | 3,461.100 | 17,305.50
|
| | | 3,474.600 | 17,373.00
|
| | 0.000 | 0.00
|
| | |
|
| 0029 6610.45 | 135.00 | 115.000 | 15,525.00
|
| STRIP SEALS | LF | 115.000 | 15,525.00
|
| | | 115.000 | 15,525.00
|
| | 0.000 | 0.00
|
| | |
|
| 0030 6700.00 | 1,100.00 | 6.000 | 6,600.00
|
| NAVIGATION LIGHTING SYSTEM | EACH | 6.000 | 6,600.00
|
| (INSPECTION AND REWIRE) | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0031 8091.00 | 25.00 | 290.100 | 7,252.50
|
| GRANULAR BACKFILL | CY | 290.100 | 7,252.50
|
| | | 137.590 | 3,439.75
|
| | 0.000 | 0.00
|
| | |
|
| 4002 3210.15 | 4,950.00 | 0.000 | 0.00
|
| GRINDING | LS | 1.000 | 4,950.00
|
| Grinding inlets and filling with concrete | | 1.000 | 4,950.00
|
| | 0.000 | 0.00
|
| | |
|
| 4003 6617.02 | 100.00 | 0.000 | 0.00
|
| ABUTMENT REPAIR | SF | 200.000 | 20,000.00
|
| | | 261.290 | 26,129.00
|
| | 0.000 | 0.00
|
| | |
|
| 4004 A510.01 | 8,951.25 | 0.000 | 0.00
|
| INSTALL LUMINAIRE | EACH | 1.000 | 8,951.25
|
| REMOVE EXISTING AND INSTALL 12 NEW LUMINAIRES | | 1.000 | 8,951.25
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 6A BRIDGE AT STA. 101+31.50 | | Contracted | 4,123,059.55
|
| | Current | 4,156,960.80
|
| | In place | 4,164,075.65
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 6B BRIDGE AT STA. 101+31.50 | | |
|
| 0032 0030.60 | 32,000.00 | 1.000 | 32,000.00
|
| MOBILIZATION | LS | 0.000 | 0.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0033 6430.40 | 23.00 | 65,148.000 | 1,498,404.00
|
| PAINTING STRUCTURE (ZONE COAT) AT | SF | 0.000 | 0.00
|
| 101+31.50 (EXTERIOR GIRDERS) | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 6B BRIDGE AT STA. 101+31.50 | | Contracted | 1,530,404.00
|
| | Current | 0.00
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 7 GUARDRAIL | | |
|
| 0034 0030.70 | 3,800.00 | 1.000 | 3,800.00
|
| MOBILIZATION | LS | 1.000 | 3,800.00
|
| | | 1.000 | 3,800.00
|
| | 0.000 | 0.00
|
| | |
|
| 0035 3008.05 | 21.00 | 60.000 | 1,260.00
|
| TIE BARS | EACH | 60.000 | 1,260.00
|
| | | 48.000 | 1,008.00
|
| | 0.000 | 0.00
|
| | |
|
| 0036 7011.20 | 22.00 | 50.000 | 1,100.00
|
| W-BEAM GUARDRAIL | LF | 50.000 | 1,100.00
|
| | | 50.000 | 1,100.00
|
| | 0.000 | 0.00
|
| | |
|
| 0037 7017.00 | 4.00 | 274.500 | 1,098.00
|
| REMOVE GUARDRAIL | LF | 274.500 | 1,098.00
|
| | | 274.500 | 1,098.00
|
| | 0.000 | 0.00
|
| | |
|
| 0038 7018.01 | 29.00 | 12.500 | 362.50
|
| RESET GUARDRAIL | LF | 12.500 | 362.50
|
| | | 12.500 | 362.50
|
| | 0.000 | 0.00
|
| | |
|
| 0039 7020.00 | 1,500.00 | 1.000 | 1,500.00
|
| BRIDGE APPROACH SECTIONS | EACH | 1.000 | 1,500.00
|
| | | 1.000 | 1,500.00
|
| | 0.000 | 0.00
|
| | |
|
| 0040 7020.30 | 2,100.00 | 1.000 | 2,100.00
|
| BRIDGE APPROACH SECTION (MODIFIED) | EACH | 1.000 | 2,100.00
|
| | | 1.000 | 2,100.00
|
| | 0.000 | 0.00
|
| | |
|
| 0041 7024.25 | 2,600.00 | 1.000 | 2,600.00
|
| GUARDRAIL END TREATMENT, TYPE I | EACH | 1.000 | 2,600.00
|
| | | 1.000 | 2,600.00
|
| | 0.000 | 0.00
|
| | |
|
| 0042 9188.50 | 53.00 | 133.000 | 7,049.00
|
| SURFACING UNDER GUARDRAIL | SY | 133.000 | 7,049.00
|
| | | 101.900 | 5,400.70
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 7 GUARDRAIL | | Contracted | 20,869.50
|
| | Current | 20,869.50
|
| | In place | 18,969.20
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 7B FENCE | | |
|
| 0043 0030.71 | 200.00 | 1.000 | 200.00
|
| MOBILIZATION | LS | 1.000 | 200.00
|
| | | 1.000 | 200.00
|
| | 0.000 | 0.00
|
| | |
|
| 0044 7110.06 | 12.00 | 178.000 | 2,136.00
|
| 6 FOOT CHAIN-LINK FENCE | LF | 178.000 | 2,136.00
|
| | | 212.500 | 2,550.00
|
| | 0.000 | 0.00
|
| | |
|
| 0045 7121.63 | 630.00 | 1.000 | 630.00
|
| 3 FOOT GATE FOR 6 FOOT CHAIN-LINK FENCE | EACH | 1.000 | 630.00
|
| | | 1.000 | 630.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 7B FENCE | | Contracted | 2,966.00
|
| | Current | 2,966.00
|
| | In place | 3,380.00
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 8B ELECTRICAL | | |
|
| 0046 A008.69 | 1,600.00 | 19.000 | 30,400.00
|
| STREET LIGHTING UNIT TYPE SL-S-40-4-0.20 | EACH | 19.000 | 30,400.00
|
| | | 19.000 | 30,400.00
|
| | 0.000 | 0.00
|
| | |
|
| 0047 A070.10 | 3.50 | 50.000 | 175.00
|
| 1 1/2-INCH CONDUIT IN TRENCH | LF | 50.000 | 175.00
|
| | | 50.000 | 175.00
|
| | 0.000 | 0.00
|
| | |
|
| 0048 A080.22 | 0.70 | 3,705.000 | 2,593.50
|
| STREET LIGHTING CABLE, NO. 6 BARE | LF | 3,705.000 | 2,593.50
|
| | | 3,705.000 | 2,593.50
|
| | 0.000 | 0.00
|
| | |
|
| 0049 A080.24 | 0.70 | 7,410.000 | 5,187.00
|
| STREET LIGHTING CABLE, NO. 6 USE | LF | 7,410.000 | 5,187.00
|
| | | 7,410.200 | 5,187.14
|
| | 0.000 | 0.00
|
| | |
|
| 0050 A190.00 | 1,650.00 | 1.000 | 1,650.00
|
| STREET LIGHTING UNIT | EACH | 1.000 | 1,650.00
|
| TYPE SL-S-50-4-0.20 | | 1.000 | 1,650.00
|
| | 0.000 | 0.00
|
| | |
|
| 0051 A600.00 | 230.00 | 17.000 | 3,910.00
|
| REMOVE LIGHTING UNIT | EACH | 17.000 | 3,910.00
|
| | | 17.000 | 3,910.00
|
| | 0.000 | 0.00
|
| | |
|
| 0052 0030.81 | 1,600.00 | 1.000 | 1,600.00
|
| MOBILIZATION | LS | 1.000 | 1,600.00
|
| | | 1.000 | 1,600.00
|
| | 0.000 | 0.00
|
| | |
|
| 4001 A800.37 | 40,000.00 | 0.000 | 0.00
|
| TEMPORARY LIGHTING SYSTEM | LS | 1.000 | 40,000.00
|
| 8 POLES AND 16 MAST ARMS | | 0.975 | 39,000.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 8B ELECTRICAL | | Contracted | 45,515.50
|
| | Current | 85,515.50
|
| | In place | 84,515.64
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 10 GENERAL ITEMS | | |
|
| 0053 0001.08 | 0.50 | 184,710.000 | 92,355.00
|
| BARRICADE, TYPE II | BDAY | 184,710.000 | 92,355.00
|
| | | 40,125.000 | 20,062.50
|
| | 666.000 | 333.00
|
| | |
|
| 0054 0001.10 | 1.75 | 9,444.000 | 16,527.00
|
| BARRICADE, TYPE III | BDAY | 9,444.000 | 16,527.00
|
| | | 20,584.000 | 36,022.00
|
| | 11.000 | 19.25
|
| | |
|
| 0055 0001.30 | 0.80 | 4,448.000 | 3,558.40
|
| TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 4,448.000 | 3,558.40
|
| | | 3,654.000 | 2,923.20
|
| | 0.000 | 0.00
|
| | |
|
| 0056 0001.90 | 0.07 | 51,036.000 | 3,572.52
|
| SIGN DAY | EACH | 51,036.000 | 3,572.52
|
| | | 23,691.000 | 1,658.37
|
| | 223.000 | 15.61
|
| | |
|
| 0057 0002.30 | 0.16 | 14,000.000 | 2,240.00
|
| PAVEMENT MARKING REMOVAL | LF | 14,000.000 | 2,240.00
|
| | | 19,767.000 | 3,162.72
|
| | 184.000 | 29.44
|
| | |
|
| 0058 0002.44 | 0.07 | 27,500.000 | 1,925.00
|
| TEMPORARY PAVEMENT MARKING, TYPE PAINT | LF | 27,500.000 | 1,925.00
|
| | | 27,961.000 | 1,957.27
|
| | 0.000 | 0.00
|
| | |
|
| 0059 0002.47 | 0.40 | 16,500.000 | 6,600.00
|
| TEMPORARY PAVEMENT MARKING SURFACE PREPARATION | LF | 16,500.000 | 6,600.00
|
| | | 26,959.000 | 10,783.60
|
| | 0.000 | 0.00
|
| | |
|
| 0060 0002.97 | 10.00 | 1,828.000 | 18,280.00
|
| FLASHING ARROW PANEL | DAY | 1,828.000 | 18,280.00
|
| | | 751.000 | 7,510.00
|
| | 15.000 | 150.00
|
| | |
|
| 0061 0003.10 | 200.00 | 50.000 | 10,000.00
|
| FLAGGING | DAY | 50.000 | 10,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0062 0003.51 | 7.00 | 4,150.000 | 29,050.00
|
| INSTALL CONCRETE PROTECTION BARRIER | LF | 4,150.000 | 29,050.00
|
| | | 5,410.000 | 37,870.00
|
| | 0.000 | 0.00
|
| | |
|
| 0063 0003.58 | 4,800.00 | 2.000 | 9,600.00
|
| INERTIAL BARRIER SYSTEM | EACH | 2.000 | 9,600.00
|
| | | 3.000 | 14,400.00
|
| | 0.000 | 0.00
|
| | |
|
| 0064 0003.64 | 425.00 | 10.000 | 4,250.00
|
| REPLACEMENT MODULE | EACH | 10.000 | 4,250.00
|
| | | 8.000 | 3,400.00
|
| | 0.000 | 0.00
|
| | |
|
| 0065 0010.04 | 6,000.00 | 1.000 | 6,000.00
|
| FIELD OFFICE | EACH | 1.000 | 6,000.00
|
| | | 1.000 | 6,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0066 0020.00 | 0.80 | 2,000.000 | 1,600.00
|
| TRAINING | HOUR | 2,000.000 | 1,600.00
|
| | | 943.500 | 754.80
|
| | 0.000 | 0.00
|
| | |
|
| 0067 0030.10 | 19,000.00 | 1.000 | 19,000.00
|
| MOBILIZATION | LS | 1.000 | 19,000.00
|
| | | 1.000 | 19,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0068 7500.03 | 1.00 | 500.000 | 500.00
|
| 4" YELLOW LINE | LF | 500.000 | 500.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0069 7500.04 | 1.00 | 1,500.000 | 1,500.00
|
| 4" WHITE LINE | LF | 1,500.000 | 1,500.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0070 7502.14 | 2.55 | 8,250.000 | 21,037.50
|
| 4" WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED | LF | 8,250.000 | 21,037.50
|
| | | 11,698.000 | 29,829.90
|
| | 4,097.000 | 10,447.35
|
| | |
|
| 0071 7503.14 | 2.55 | 4,800.000 | 12,240.00
|
| 4" YELLOW PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED | LF | 4,800.000 | 12,240.00
|
| | | 6,749.000 | 17,209.95
|
| | 5,104.000 | 13,015.20
|
| | |
|
| 0072 7508.14 | 7.50 | 1,500.000 | 11,250.00
|
| 12" WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED | LF | 1,500.000 | 11,250.00
|
| | | 1,946.000 | 14,595.00
|
| | 645.000 | 4,837.50
|
| | |
|
| GROUP 10 GENERAL ITEMS | | Contracted | 271,085.42
|
| | Current | 271,085.42
|
| | In place | 227,139.31
|
| | This Estimate | 28,847.35
|
| | |
|
| Totals for contract | | Contracted | 6,242,103.07
|
|---|
| | Current | 4,787,792.21
|
|---|
| | In place | 4,745,380.89
|
|---|
| | This Estimate | 28,847.35
|
|---|