| | | 1. Contracted
|
---|
| | | 2. Current
|
---|
| | | 3. To date
|
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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 1 | 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
|
| | 40,709.000 | 20,354.50
|
| | 55.000 | 27.50
|
| | |
|
0054 0001.10 | 1.75 | 9,444.000 | 16,527.00
|
BARRICADE, TYPE III | BDAY | 9,444.000 | 16,527.00
|
| | 20,633.000 | 36,107.75
|
| | 0.000 | 0.00
|
| | |
|
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
|
| | 23,971.000 | 1,677.97
|
| | 35.000 | 2.45
|
| | |
|
0057 0002.30 | 0.16 | 14,000.000 | 2,240.00
|
PAVEMENT MARKING REMOVAL | LF | 14,000.000 | 2,240.00
|
| | 38,435.000 | 6,149.60
|
| | 2,394.000 | 383.04
|
| | |
|
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
|
| | 763.000 | 7,630.00
|
| | 1.000 | 10.00
|
| | |
|
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
|
| | 18,675.000 | 47,621.25
|
| | 0.000 | 0.00
|
| | |
|
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
|
| | 14,127.000 | 36,023.85
|
| | 0.000 | 0.00
|
| | |
|
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
|
| | 2,602.000 | 19,515.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 271,085.42
|
| | Current | 271,085.42
|
| | In place | 272,168.79
|
| | This Estimate | 422.99
|
| | |
|
Totals for contract | | Contracted | 6,242,103.07
|
---|
| | Current | 4,787,792.21
|
---|
| | In place | 4,790,410.37
|
---|
| | This Estimate | 422.99
|
---|