| | | 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 0030.10 | 17,136.00 | 1.000 | 17,136.00
|
MOBILIZATION | LS | 1.000 | 17,136.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0002 1009.00 | 5,824.00 | 1.000 | 5,824.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 5,824.00
|
| | 0.500 | 2,912.00
|
| | 0.000 | 0.00
|
| | |
|
0003 1010.01 | 5.38 | 9,813.000 | 52,793.94
|
EXCAVATION (ESTABLISHED QUANTITY) | CY | 9,813.000 | 52,793.94
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0004 1011.00 | 22.40 | 97.000 | 2,172.80
|
WATER | MGAL | 97.000 | 2,172.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0005 1043.50 | 3.00 | 2,548.000 | 7,644.00
|
RIPRAP FILTER FABRIC | SY | 2,548.000 | 7,644.00
|
| | 1,126.010 | 3,378.03
|
| | 425.010 | 1,275.03
|
| | |
|
0006 1101.00 | 3.92 | 1,562.000 | 6,123.04
|
REMOVE PAVEMENT | SY | 1,562.000 | 6,123.04
|
| | 1,873.775 | 7,345.20
|
| | 821.074 | 3,218.61
|
| | |
|
0007 1102.00 | 6.34 | 5,367.000 | 34,026.78
|
REMOVE ASPHALT SURFACE | SY | 5,367.000 | 34,026.78
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0008 1111.00 | 6.22 | 45.000 | 279.90
|
REMOVE FENCE | LF | 45.000 | 279.90
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0009 4035.25 | 168.00 | 2.000 | 336.00
|
REMOVE AND SALVAGE FLARED-END SECTION | EACH | 2.000 | 336.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0010 4043.00 | 6.72 | 500.000 | 3,360.00
|
REMOVE CULVERT PIPE | LF | 500.000 | 3,360.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0011 4050.01 | 10.18 | 110.000 | 1,119.80
|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | CY | 110.000 | 1,119.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0012 6104.00 | 27.16 | 1,600.000 | 43,456.00
|
BROKEN CONCRETE RIPRAP | TON | 1,600.000 | 43,456.00
|
| | 1,013.410 | 27,524.21
|
| | 382.510 | 10,388.97
|
| | |
|
0013 6105.02 | 51.69 | 950.000 | 49,105.50
|
ROCK RIPRAP, TYPE B | TON | 950.000 | 49,105.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0014 7017.50 | 4.48 | 1,121.000 | 5,022.08
|
REMOVE & SALVAGE GUARDRAIL | LF | 1,121.000 | 5,022.08
|
| | 561.000 | 2,513.28
|
| | 0.000 | 0.00
|
| | |
|
0015 L006.00 | 280.00 | 6.000 | 1,680.00
|
COVER CROP SEEDING | ACRE | 6.000 | 1,680.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0016 L020.00 | 1.68 | 4,030.000 | 6,770.40
|
EROSION CONTROL | SY | 4,030.000 | 6,770.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0017 L020.11 | 10.08 | 4,284.000 | 43,182.72
|
EROSION CONTROL, TYPE AAAA | SY | 4,284.000 | 43,182.72
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 280,032.96
|
| | Current | 280,032.96
|
| | In place | 43,672.72
|
| | This Estimate | 14,882.61
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | |
|
0018 0030.30 | 3,136.00 | 1.000 | 3,136.00
|
MOBILIZATION | LS | 1.000 | 3,136.00
|
| | 1.000 | 3,136.00
|
| | 0.000 | 0.00
|
| | |
|
0019 3075.72 | 63.36 | 112.000 | 7,096.32
|
12" CONCRETE PAVEMENT, CLASS 47B-3500 | SY | 112.000 | 7,096.32
|
| | 111.443 | 7,061.03
|
| | 0.000 | 0.00
|
| | |
|
0020 3075.76 | 69.14 | 192.000 | 13,274.88
|
12" DOWELED CONCRETE PAVEMENT, CLASS 47B-3500 | SY | 192.000 | 13,274.88
|
| | 178.155 | 12,317.64
|
| | 0.000 | 0.00
|
| | |
|
0021 8029.86 | 8.18 | 304.000 | 2,486.72
|
BITUMINOUS FOUNDATION COURSE 6" | SY | 304.000 | 2,486.72
|
| | 244.732 | 2,001.91
|
| | 0.000 | 0.00
|
| | |
|
0022 9188.50 | 32.92 | 967.000 | 31,833.64
|
SURFACING UNDER GUARDRAIL | SY | 967.000 | 31,833.64
|
| | 504.800 | 16,618.05
|
| | 0.000 | 0.00
|
| | |
|
0023 L001.02 | 1,120.00 | 4.000 | 4,480.00
|
SEEDING, TYPE B | ACRE | 4.000 | 4,480.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0024 L032.75 | 168.00 | 9.000 | 1,512.00
|
MULCH | TON | 9.000 | 1,512.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | Contracted | 63,819.56
|
| | Current | 63,819.56
|
| | In place | 41,134.63
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6B BRIDGE AT STA. 108+05 LT. | | |
|
0055 0030.60 | 30,688.00 | 1.000 | 30,688.00
|
MOBILIZATION | LS | 1.000 | 30,688.00
|
| | 1.000 | 30,688.00
|
| | 0.000 | 0.00
|
| | |
|
0056 3050.15 | 219.69 | 200.500 | 44,047.85
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 | CY | 200.500 | 44,047.85
|
| | 200.500 | 44,047.85
|
| | 0.000 | 0.00
|
| | |
|
0057 3051.10 | 0.65 | 19,975.000 | 12,983.75
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | LB | 19,975.000 | 12,983.75
|
| | 19,975.000 | 12,983.75
|
| | 2,775.000 | 1,803.75
|
| | |
|
0058 6000.10 | 2,352.00 | 1.000 | 2,352.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 2,352.00
|
| | 1.000 | 2,352.00
|
| | 0.000 | 0.00
|
| | |
|
0059 6000.11 | 2,352.00 | 1.000 | 2,352.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 2,352.00
|
| | 1.000 | 2,352.00
|
| | 0.000 | 0.00
|
| | |
|
0060 6005.60 | 420.00 | 10.000 | 4,200.00
|
ELASTOMERIC BEARING | EACH | 10.000 | 4,200.00
|
| | 10.000 | 4,200.00
|
| | 0.000 | 0.00
|
| | |
|
0061 6010.22 | 375.47 | 62.000 | 23,279.14
|
CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 62.000 | 23,279.14
|
| | 62.000 | 23,279.14
|
| | 0.000 | 0.00
|
| | |
|
0062 6010.26 | 386.09 | 142.200 | 54,902.00
|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 142.200 | 54,902.00
|
| | 142.200 | 54,902.01
|
| | 0.000 | 0.00
|
| | |
|
0063 6011.11 | 51,688.00 | 1.000 | 51,688.00
|
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 51,688.00
|
AT STA. 108+05 | | 1.000 | 51,688.00
|
| | 0.000 | 0.00
|
| | |
|
0064 6040.00 | 49,952.00 | 1.000 | 49,952.00
|
REMOVE STRUCTURE | EACH | 1.000 | 49,952.00
|
AT STA. 108+55.83 LT. | | 1.000 | 49,952.00
|
| | 0.000 | 0.00
|
| | |
|
0065 6080.00 | 1.76 | 3,500.000 | 6,160.00
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | LB | 3,500.000 | 6,160.00
|
| | 3,500.000 | 6,160.00
|
| | 0.000 | 0.00
|
| | |
|
0066 6131.50 | 0.64 | 31,785.000 | 20,342.40
|
EPOXY COATED REINFORCING STEEL | LB | 31,785.000 | 20,342.40
|
| | 31,785.000 | 20,342.40
|
| | 2,392.000 | 1,530.88
|
| | |
|
0067 6210.50 | 23.52 | 1,930.000 | 45,393.60
|
PIPE PILING | LF | 1,930.000 | 45,393.60
|
| | 2,415.815 | 56,819.97
|
| | 324.395 | 7,629.77
|
| | |
|
0068 6310.00 | 13.24 | 4,125.000 | 54,615.00
|
STEEL SHEET PILING | SF | 4,125.000 | 54,615.00
|
| | 4,123.724 | 54,598.11
|
| | 0.000 | 0.00
|
| | |
|
0069 8091.00 | 11.27 | 375.000 | 4,226.25
|
GRANULAR BACKFILL | CY | 375.000 | 4,226.25
|
| | 375.000 | 4,226.25
|
| | 0.000 | 0.00
|
| | |
|
4002 6210.60 | 14.112 | 0.000 | 0.00
|
PAY CUT-OFF FOR PIPE PILE | LF | 16.200 | 228.61
|
| | 18.350 | 258.96
|
| | 0.000 | 0.00
|
| | |
|
4003 6210.61 | 117.60 | 0.000 | 0.00
|
PILE SPLICE | EACH | 25.000 | 2,940.00
|
| | 20.000 | 2,352.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6B BRIDGE AT STA. 108+05 LT. | | Contracted | 407,181.98
|
| | Current | 410,350.60
|
| | In place | 421,202.44
|
| | This Estimate | 10,964.40
|
| | |
|
GROUP 6C BRIDGE AT STA. 108+05 RT. | | |
|
0070 0030.60 | 30,688.00 | 1.000 | 30,688.00
|
MOBILIZATION | LS | 1.000 | 30,688.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0071 3050.15 | 219.69 | 200.500 | 44,047.85
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 | CY | 200.500 | 44,047.85
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0072 3051.10 | 0.65 | 19,975.000 | 12,983.75
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | LB | 19,975.000 | 12,983.75
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0073 6000.10 | 2,352.00 | 1.000 | 2,352.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 2,352.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0074 6000.11 | 2,352.00 | 1.000 | 2,352.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 2,352.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0075 6005.60 | 420.00 | 10.000 | 4,200.00
|
ELASTOMERIC BEARING | EACH | 10.000 | 4,200.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0076 6010.22 | 375.47 | 62.000 | 23,279.14
|
CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 62.000 | 23,279.14
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0077 6010.26 | 386.09 | 142.200 | 54,902.00
|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 142.200 | 54,902.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0078 6011.11 | 51,688.00 | 1.000 | 51,688.00
|
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 51,688.00
|
AT STA. 108+05 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0079 6040.00 | 49,952.00 | 1.000 | 49,952.00
|
REMOVE STRUCTURE | EACH | 1.000 | 49,952.00
|
AT STA. 108+55.83 LT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0080 6080.00 | 1.76 | 3,500.000 | 6,160.00
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | LB | 3,500.000 | 6,160.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0081 6131.50 | 0.64 | 31,785.000 | 20,342.40
|
EPOXY COATED REINFORCING STEEL | LB | 31,785.000 | 20,342.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0082 6210.50 | 23.55 | 1,930.000 | 45,451.50
|
PIPE PILING | LF | 1,930.000 | 45,451.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0083 6310.00 | 13.24 | 4,125.000 | 54,615.00
|
STEEL SHEET PILING | SF | 4,125.000 | 54,615.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0084 8091.00 | 11.27 | 375.000 | 4,226.25
|
GRANULAR BACKFILL | CY | 375.000 | 4,226.25
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6C BRIDGE AT STA. 108+05 RT. | | Contracted | 407,239.88
|
| | Current | 407,239.88
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | |
|
0085 0030.70 | 5,264.00 | 1.000 | 5,264.00
|
MOBILIZATION | LS | 1.000 | 5,264.00
|
| | 0.889 | 4,679.70
|
| | 0.000 | 0.00
|
| | |
|
0086 7011.20 | 12.50 | 612.500 | 7,656.25
|
W-BEAM GUARDRAIL | LF | 612.500 | 7,656.25
|
| | 281.250 | 3,515.63
|
| | 0.000 | 0.00
|
| | |
|
0087 7018.50 | 16,968.00 | 1.000 | 16,968.00
|
TEMPORARY GUARDRAIL | LS | 1.000 | 16,968.00
|
| | 1.000 | 16,968.00
|
| | 0.000 | 0.00
|
| | |
|
0088 7020.00 | 2,246.72 | 4.000 | 8,986.88
|
BRIDGE APPROACH SECTIONS | EACH | 4.000 | 8,986.88
|
| | 2.000 | 4,493.44
|
| | 0.000 | 0.00
|
| | |
|
0089 7024.25 | 1,973.44 | 4.000 | 7,893.76
|
GUARDRAIL END TREATMENT, TYPE I | EACH | 4.000 | 7,893.76
|
| | 2.000 | 3,946.88
|
| | 0.000 | 0.00
|
| | |
|
4001 A900.10 | 215.50 | 0.000 | 0.00
|
ADDITIONAL WORK | EACH | 2.000 | 431.00
|
DRILL AND PLACE BOLTS IN BRIDGE RAIL FOR TEMP GUARDRAIL | | 2.000 | 431.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | Contracted | 46,768.89
|
| | Current | 47,199.89
|
| | In place | 34,034.65
|
| | This Estimate | 0.00
|
| | |
|
GROUP 7B FENCING | | |
|
0090 0030.71 | 1,344.00 | 1.000 | 1,344.00
|
MOBILIZATION | LS | 1.000 | 1,344.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0091 7100.00 | 4.48 | 593.000 | 2,656.64
|
RIGHT-OF-WAY FENCE | LF | 593.000 | 2,656.64
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0092 7103.00 | 210.56 | 4.000 | 842.24
|
END POSTS | EACH | 4.000 | 842.24
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0093 7105.00 | 224.00 | 4.000 | 896.00
|
CORNER POSTS | EACH | 4.000 | 896.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7B FENCING | | Contracted | 5,738.88
|
| | Current | 5,738.88
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0094 0001.00 | 504.00 | 216.000 | 108,864.00
|
SURVEILLANCE OF TEMPORARY TRAFFIC CONTROL DEVICES | CDAY | 216.000 | 108,864.00
|
| | 111.000 | 55,944.00
|
| | 15.000 | 7,560.00
|
| | |
|
0095 0001.08 | 0.50 | 18,630.000 | 9,315.00
|
BARRICADE, TYPE II | BDAY | 18,630.000 | 9,315.00
|
| | 16,644.000 | 8,322.00
|
| | 2,250.000 | 1,125.00
|
| | |
|
0096 0001.10 | 0.73 | 2,478.000 | 1,808.94
|
BARRICADE, TYPE III | BDAY | 2,478.000 | 1,808.94
|
| | 1,214.000 | 886.22
|
| | 165.000 | 120.45
|
| | |
|
0097 0001.75 | 3.36 | 150.000 | 504.00
|
TEMPORARY SIGN DAY | EACH | 150.000 | 504.00
|
| | 6.000 | 20.16
|
| | 0.000 | 0.00
|
| | |
|
0098 0001.90 | 0.50 | 15,990.000 | 7,995.00
|
SIGN DAY | EACH | 15,990.000 | 7,995.00
|
| | 8,138.000 | 4,069.00
|
| | 1,133.000 | 566.50
|
| | |
|
0099 0001.98 | 0.73 | 1,230.000 | 897.90
|
CONTRACTOR FURNISHED SIGN | EACH | 1,230.000 | 897.90
|
| | 1,418.000 | 1,035.14
|
| | 195.000 | 142.35
|
| | |
|
0100 0002.30 | 0.56 | 6,000.000 | 3,360.00
|
PAVEMENT MARKING REMOVAL | LF | 6,000.000 | 3,360.00
|
| | 16,621.000 | 9,307.76
|
| | 0.000 | 0.00
|
| | |
|
0101 0002.39 | 0.95 | 10,400.000 | 9,880.00
|
TEMPORARY PAVEMENT MARKING, TYPE II | LF | 10,400.000 | 9,880.00
|
| | 16,903.000 | 16,057.85
|
| | 0.000 | 0.00
|
| | |
|
0102 0002.46 | 0.34 | 25,500.000 | 8,670.00
|
TEMPORARY PAVEMENT MARKING, TYPE RPM | LF | 25,500.000 | 8,670.00
|
| | 32,579.000 | 11,076.86
|
| | 0.000 | 0.00
|
| | |
|
0103 0002.47 | 0.73 | 3,500.000 | 2,555.00
|
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION | LF | 3,500.000 | 2,555.00
|
| | 4,322.000 | 3,155.06
|
| | 0.000 | 0.00
|
| | |
|
0104 0002.85 | 26.88 | 120.000 | 3,225.60
|
TUBULAR POST | EACH | 120.000 | 3,225.60
|
| | 70.000 | 1,881.60
|
| | 0.000 | 0.00
|
| | |
|
0105 0002.87 | 31.36 | 140.000 | 4,390.40
|
CHANNELIZING BLOCK | EACH | 140.000 | 4,390.40
|
| | 93.000 | 2,916.48
|
| | 0.000 | 0.00
|
| | |
|
0106 0002.97 | 16.80 | 416.000 | 6,988.80
|
FLASHING ARROW PANEL | DAY | 416.000 | 6,988.80
|
| | 224.000 | 3,763.20
|
| | 30.000 | 504.00
|
| | |
|
0107 0003.51 | 11.20 | 340.000 | 3,808.00
|
INSTALL CONCRETE PROTECTION BARRIER | LF | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0108 0003.56 | 11.20 | 340.000 | 3,808.00
|
RELOCATE CONCRETE PROTECTION BARRIER | LF | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0109 0010.04 | 3,360.00 | 1.000 | 3,360.00
|
FIELD OFFICE | EACH | 1.000 | 3,360.00
|
| | 1.000 | 3,360.00
|
| | 0.000 | 0.00
|
| | |
|
0110 0030.00 | 2,352.00 | 1.000 | 2,352.00
|
MOBILIZATION | LS | 1.000 | 2,352.00
|
| | 1.000 | 2,352.00
|
| | 0.000 | 0.00
|
| | |
|
0111 7019.50 | 14,156.80 | 1.000 | 14,156.80
|
IMPACT ATTENUATOR | EACH | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0112 7019.65 | 2,240.00 | 1.000 | 2,240.00
|
RELOCATE IMPACT ATTENUATOR | EACH | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0113 A699.90 | 2,082.08 | 1.000 | 2,082.08
|
REMOVE | EACH | 1.000 | 2,082.08
|
CROSSOVER LIGHTING SYSTEM, STA. 87+00 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0114 A699.91 | 2,082.08 | 1.000 | 2,082.08
|
REMOVE | EACH | 1.000 | 2,082.08
|
CROSSOVER LIGHTING SYSTEM, STA. 120+00 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0115 A800.51 | 18.54 | 205.000 | 3,800.70
|
OPERATION AND MAINTENANCE OF CROSSOVER LIGHTING SYSTEM | DAY | 205.000 | 3,800.70
|
STA. 87+00 | | 109.000 | 2,020.86
|
| | 13.000 | 241.02
|
| | |
|
0116 A800.53 | 19.04 | 205.000 | 3,903.20
|
OPERATION & MAINTENANCE OF CROSSOVER LIGHTING SYSTEM | DAY | 205.000 | 3,903.20
|
STA. 120+00 | | 109.000 | 2,075.36
|
| | 13.000 | 247.52
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 210,047.50
|
| | Current | 186,034.70
|
| | In place | 128,243.55
|
| | This Estimate | 10,506.84
|
| | |
|
Totals for contract | | Contracted | 1,420,829.66
|
---|
| | Current | 1,400,416.47
|
---|
| | In place | 668,287.99
|
---|
| | This Estimate | 36,353.85
|
---|