| | Detailed breakdown of stockpiled materials | |
|
---|
Est Nbr: | 0001 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0042 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Initial Payment | 5,465.75 | ci100471
|
| | epoxy coated re-steel | |
|
| | Total for estimate 0001: | 5,465.75 |
|
Est Nbr: | 0003 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0042 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -3,528.00 | ci100471
|
| | epoxy coated re-steel | |
|
| | Total for estimate 0003: | -3,528.00 |
|
Est Nbr: | 0006 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0042 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -1,934.52 | ci100471
|
| | epoxy coated re-steel | |
|
| | Total for estimate 0006: | -1,934.52 |
|
Est Nbr: | 0007 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0042 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -3.23 | ci100471
|
| | epoxy coated re-steel | |
|
| | Total for estimate 0007: | -3.23 |
|
Est Nbr: | 0008 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0042 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Initial Payment | 12,697.56 | CI105395
|
| | EPOXY COATED RE-STEEL | |
|
| | Total for estimate 0008: | 12,697.56 |
|
Est Nbr: | 0009 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0029 | 3051.10 | EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | |
|
| | S.P. Initial Payment | 4,055.12 | ci106130
|
| | epoxy coated steel for pvmt.approach | |
|
| | Total for estimate 0009: | 4,055.12 |
|
Est Nbr: | 0011 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0029 | 3051.10 | EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | |
|
| | S.P. Adjustment | -3,316.76 | ci106130
|
| | epoxy coated steel for pvmt.approach | |
|
0042 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -9,599.10 | CI105395
|
| | EPOXY COATED RE-STEEL | |
|
| | Total for estimate 0011: | -12,915.86 |
|
Est Nbr: | 0012 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0042 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -1,862.49 | CI105395
|
| | EPOXY COATED RE-STEEL | |
|
| | Total for estimate 0012: | -1,862.49 |
|
Est Nbr: | 0013 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0029 | 3051.10 | EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | |
|
| | S.P. Adjustment | -738.36 | ci106130
|
| | epoxy coated steel for pvmt.approach | |
|
0042 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -420.42 | CI105395
|
| | EPOXY COATED RE-STEEL | |
|
| | Total for estimate 0013: | -1,158.78 |
|
Est Nbr: | 0014 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0042 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Closure | -815.55 | CI105395
|
| | EPOXY COATED RE-STEEL | |
|
| | Total for estimate 0014: | -815.55 |
|
| | Total remaining for contract: | -0.00 |
|
---|
| | | 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 | 1.31 | 14,400.000 | 18,864.00
|
EROSION CONTROL | SY | 14,400.000 | 18,864.00
|
| | 18,220.600 | 23,868.99
|
| | 18,220.600 | 23,868.99
|
| | |
|
0002 L022.11 | 2.00 | 2,837.000 | 5,674.00
|
FABRIC SILT FENCE-LOW POROSITY | LF | 2,837.000 | 5,674.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0003 0030.10 | 7,500.00 | 1.000 | 7,500.00
|
MOBILIZATION | LS | 1.000 | 7,500.00
|
| | 1.000 | 7,500.00
|
| | 0.000 | 0.00
|
| | |
|
0004 1000.00 | 300.00 | 2.000 | 600.00
|
LARGE TREE REMOVAL | EACH | 2.000 | 600.00
|
| | 2.000 | 600.00
|
| | 0.000 | 0.00
|
| | |
|
0005 1009.00 | 1,260.00 | 1.000 | 1,260.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 1,260.00
|
| | 1.000 | 1,260.00
|
| | 0.000 | 0.00
|
| | |
|
0006 1011.00 | 3.00 | 110.000 | 330.00
|
WATER | MGAL | 110.000 | 330.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0007 1012.00 | 73.50 | 10.000 | 735.00
|
RIGHT-OF-WAY MARKERS | EACH | 10.000 | 735.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0008 1030.00 | 4.85 | 11,087.000 | 53,771.95
|
EARTHWORK MEASURED IN EMBANKMENT | CY | 11,087.000 | 53,771.95
|
| | 11,087.000 | 53,771.95
|
| | 0.000 | 0.00
|
| | |
|
0009 1102.00 | 3.15 | 1,111.000 | 3,499.65
|
REMOVE ASPHALT SURFACE | SY | 1,111.000 | 3,499.65
|
| | 1,111.000 | 3,499.65
|
| | 0.000 | 0.00
|
| | |
|
0010 7017.00 | 1.50 | 1,612.500 | 2,418.75
|
REMOVE GUARDRAIL | LF | 1,612.500 | 2,418.75
|
| | 1,612.500 | 2,418.75
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 94,653.35
|
| | Current | 94,653.35
|
| | In place | 92,919.34
|
| | This Estimate | 23,868.99
|
| | |
|
GROUP 1A MSE WALL | | |
|
0011 0030.10 | 2,500.00 | 1.000 | 2,500.00
|
MOBILIZATION | LS | 1.000 | 2,500.00
|
| | 1.000 | 2,500.00
|
| | 0.000 | 0.00
|
| | |
|
0012 4095.00 | 17.85 | 3,877.000 | 69,204.45
|
CONCRETE FACE PANELS | SF | 3,877.000 | 69,204.45
|
| | 3,877.000 | 69,204.45
|
| | 0.000 | 0.00
|
| | |
|
0013 4095.10 | 23.00 | 306.000 | 7,038.00
|
CONCRETE LEVELING PADS | LF | 306.000 | 7,038.00
|
| | 306.000 | 7,038.00
|
| | 0.000 | 0.00
|
| | |
|
0014 4095.20 | 60.00 | 314.000 | 18,840.00
|
COPING | LF | 314.000 | 18,840.00
|
| | 314.000 | 18,840.00
|
| | 0.000 | 0.00
|
| | |
|
0015 4350.24 | 12.25 | 374.000 | 4,581.50
|
24" CORRUGATED METAL PIPE | LF | 374.000 | 4,581.50
|
| | 374.000 | 4,581.50
|
| | 0.000 | 0.00
|
| | |
|
0016 8024.75 | 20.50 | 2,873.000 | 58,896.50
|
SELECT GRANULAR BACKFILL FOR MSE WALL | CY | 2,873.000 | 58,896.50
|
| | 2,873.000 | 58,896.50
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1A MSE WALL | | Contracted | 161,060.45
|
| | Current | 161,060.45
|
| | In place | 161,060.45
|
| | This Estimate | 0.00
|
| | |
|
GROUP 4 CULVERT | | |
|
0017 P402.18 | 26.00 | 118.000 | 3,068.00
|
18" CULVERT PIPE, TYPE 3,4,5 OR 6 | LF | 118.000 | 3,068.00
|
| | 118.000 | 3,068.00
|
| | 0.000 | 0.00
|
| | |
|
0018 0030.40 | 1,500.00 | 1.000 | 1,500.00
|
MOBILIZATION | LS | 1.000 | 1,500.00
|
| | 1.000 | 1,500.00
|
| | 0.000 | 0.00
|
| | |
|
0019 4040.00 | 50.00 | 4.000 | 200.00
|
REMOVE HEADWALLS FROM CULVERTS | EACH | 4.000 | 200.00
|
| | 4.000 | 200.00
|
| | 0.000 | 0.00
|
| | |
|
0020 4043.50 | 10.00 | 96.000 | 960.00
|
REMOVE SEWER PIPE | LF | 96.000 | 960.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0021 4050.01 | 2.50 | 513.000 | 1,282.50
|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | CY | 513.000 | 1,282.50
|
| | 513.000 | 1,282.50
|
| | 0.000 | 0.00
|
| | |
|
0022 4105.59 | 450.00 | 7.200 | 3,240.00
|
CLASS 47B-3000 CONCRETE FOR INLET AND JUNCTION BOX | CY | 7.200 | 3,240.00
|
| | 7.200 | 3,240.00
|
| | 0.000 | 0.00
|
| | |
|
0023 4107.07 | 700.00 | 1.080 | 756.00
|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR CONCRETE COLLARS | CY | 1.080 | 756.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0024 4155.50 | 1.00 | 464.000 | 464.00
|
REINFORCING STEEL FOR INLET AND JUNCTION BOX | LB | 464.000 | 464.00
|
| | 464.000 | 464.00
|
| | 0.000 | 0.00
|
| | |
|
0025 4157.00 | 1.00 | 86.000 | 86.00
|
REINFORCING STEEL FOR COLLARS | LB | 86.000 | 86.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0026 4600.18 | 40.00 | 114.000 | 4,560.00
|
18" REINFORCED CONCRETE SEWER PIPE | LF | 114.000 | 4,560.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4 CULVERT | | Contracted | 16,116.50
|
| | Current | 16,116.50
|
| | In place | 9,754.50
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 103+08.12 | | |
|
0027 0030.60 | 47,500.00 | 1.000 | 47,500.00
|
MOBILIZATION | LS | 1.000 | 47,500.00
|
| | 1.000 | 47,500.00
|
| | 0.000 | 0.00
|
| | |
|
0028 3050.16 | 195.00 | 128.300 | 25,018.50
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-5000 | CY | 128.300 | 25,018.50
|
| | 128.300 | 25,018.50
|
| | 0.000 | 0.00
|
| | |
|
0029 3051.10 | 0.60 | 14,840.000 | 8,904.00
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | LB | 14,840.000 | 8,904.00
|
| | 14,840.000 | 8,904.00
|
| | 0.000 | 0.00
|
| | |
|
0030 6000.10 | 2,600.00 | 1.000 | 2,600.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 2,600.00
|
| | 1.000 | 2,600.00
|
| | 0.000 | 0.00
|
| | |
|
0031 6000.11 | 2,600.00 | 1.000 | 2,600.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 2,600.00
|
| | 1.000 | 2,600.00
|
| | 0.000 | 0.00
|
| | |
|
0032 6000.20 | 7,000.00 | 1.000 | 7,000.00
|
PIER NO.1 EXCAVATION | LS | 1.000 | 7,000.00
|
| | 1.000 | 7,000.00
|
| | 0.000 | 0.00
|
| | |
|
0033 6005.35 | 41.00 | 62.700 | 2,570.70
|
PRECOMPRESSED POLYURETHANE FOAM JOINT | LF | 62.700 | 2,570.70
|
| | 62.700 | 2,570.70
|
| | 0.000 | 0.00
|
| | |
|
0034 6005.78 | 555.00 | 8.000 | 4,440.00
|
EXPANSION BEARING, TFE TYPE | EACH | 8.000 | 4,440.00
|
| | 8.000 | 4,440.00
|
| | 0.000 | 0.00
|
| | |
|
0035 6005.83 | 92.00 | 8.000 | 736.00
|
FIXED BEARING | EACH | 8.000 | 736.00
|
| | 8.000 | 736.00
|
| | 0.000 | 0.00
|
| | |
|
0036 6010.22 | 340.00 | 147.600 | 50,184.00
|
CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 147.600 | 50,184.00
|
| | 147.600 | 50,184.00
|
| | 0.000 | 0.00
|
| | |
|
0037 6010.28 | 295.00 | 250.500 | 73,897.50
|
CLASS 47BD-5000 CONCRETE FOR BRIDGE | CY | 250.500 | 73,897.50
|
| | 250.500 | 73,897.50
|
| | 0.000 | 0.00
|
| | |
|
0038 6011.11 | 124,000.00 | 1.000 | 124,000.00
|
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 124,000.00
|
AT STA. 103+08.12 | | 1.000 | 124,000.00
|
| | 0.000 | 0.00
|
| | |
|
0039 6040.00 | 35,000.00 | 1.000 | 35,000.00
|
REMOVE STRUCTURE | EACH | 1.000 | 35,000.00
|
AT STA. 103+02.12 | | 1.000 | 35,000.00
|
| | 0.000 | 0.00
|
| | |
|
0040 6080.00 | 1.05 | 405.000 | 425.25
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | LB | 405.000 | 425.25
|
| | 405.000 | 425.25
|
| | 0.000 | 0.00
|
| | |
|
0041 6095.00 | 535.00 | 6.000 | 3,210.00
|
STEEL DIAPHRAGM | EACH | 6.000 | 3,210.00
|
| | 6.000 | 3,210.00
|
| | 0.000 | 0.00
|
| | |
|
0042 6131.50 | 0.65 | 61,685.000 | 40,095.25
|
EPOXY COATED REINFORCING STEEL | LB | 61,685.000 | 40,095.25
|
| | 63,995.000 | 41,596.75
|
| | 0.000 | 0.00
|
| | |
|
0043 6139.50 | 20.00 | 54.500 | 1,090.00
|
SUBSURFACE DRAINAGE MATTING | SY | 54.500 | 1,090.00
|
| | 54.500 | 1,090.00
|
| | 0.000 | 0.00
|
| | |
|
0044 6210.12 | 13.00 | 960.000 | 12,480.00
|
HP 10"X42# STEEL PILING | LF | 960.000 | 12,480.00
|
| | 940.000 | 12,220.00
|
| | 0.000 | 0.00
|
| | |
|
0045 6210.14 | 15.30 | 1,555.000 | 23,791.50
|
HP 12"X53# STEEL PILING | LF | 1,555.000 | 23,791.50
|
| | 1,520.000 | 23,256.00
|
| | 0.000 | 0.00
|
| | |
|
0046 6251.00 | 3,000.00 | 3.000 | 9,000.00
|
TEST PILE | EACH | 3.000 | 9,000.00
|
| | 3.000 | 9,000.00
|
| | 0.000 | 0.00
|
| | |
|
0047 8091.00 | 13.50 | 218.400 | 2,948.40
|
GRANULAR BACKFILL | CY | 218.400 | 2,948.40
|
| | 218.400 | 2,948.40
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 103+08.12 | | Contracted | 477,491.10
|
| | Current | 477,491.10
|
| | In place | 478,197.10
|
| | This Estimate | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | |
|
0069 0003.58 | 3,360.00 | 2.000 | 6,720.00
|
INERTIAL BARRIER SYSTEM | EACH | 2.000 | 6,720.00
|
| | 2.000 | 6,720.00
|
| | 0.000 | 0.00
|
| | |
|
0070 0030.70 | 0.01 | 1.000 | 0.01
|
MOBILIZATION | LS | 1.000 | 0.01
|
| | 1.000 | 0.01
|
| | 1.000 | 0.01
|
| | |
|
0071 7011.20 | 14.00 | 312.500 | 4,375.00
|
W-BEAM GUARDRAIL | LF | 312.500 | 4,375.00
|
| | 312.500 | 4,375.00
|
| | 312.500 | 4,375.00
|
| | |
|
0072 7020.00 | 1,200.00 | 4.000 | 4,800.00
|
BRIDGE APPROACH SECTIONS | EACH | 4.000 | 4,800.00
|
| | 4.000 | 4,800.00
|
| | 4.000 | 4,800.00
|
| | |
|
0073 7021.58 | 1,400.00 | 4.000 | 5,600.00
|
GUARDRAIL END TREATMENT, SRT-75 | EACH | 4.000 | 5,600.00
|
| | 4.000 | 5,600.00
|
| | 4.000 | 5,600.00
|
| | |
|
4006 7150.00 | 7.21 | 0.000 | 0.00
|
REMOVE AND RESET R.O.W. FENCE | LF | 790.000 | 5,695.90
|
Remove and Re-Set ROW Fence | | 800.000 | 5,768.00
|
| | 800.000 | 5,768.00
|
| | |
|
GROUP 7 GUARDRAIL | | Contracted | 21,495.01
|
| | Current | 27,190.91
|
| | In place | 27,263.01
|
| | This Estimate | 20,543.01
|
| | |
|
GROUP 9 BITUMINOUS | | |
|
0074 0030.90 | 0.01 | 1.000 | 0.01
|
MOBILIZATION | LS | 1.000 | 0.01
|
| | 1.000 | 0.01
|
| | 0.000 | 0.00
|
| | |
|
0075 1020.03 | 18.00 | 88.000 | 1,584.00
|
DELINEATOR, TYPE III | EACH | 88.000 | 1,584.00
|
| | 95.000 | 1,710.00
|
| | 95.000 | 1,710.00
|
| | |
|
0076 1020.20 | 5.25 | 24.000 | 126.00
|
INSTALL CHEVRONS | EACH | 24.000 | 126.00
|
| | 24.000 | 126.00
|
| | 24.000 | 126.00
|
| | |
|
0077 2001.03 | 11.00 | 939.000 | 10,329.00
|
GRAVEL SURFACE COURSE | TON | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0078 2009.10 | 105.00 | 23.890 | 2,508.45
|
GRAVEL EMBEDMENT | STA | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0079 9009.88 | 26.00 | 1,111.000 | 28,886.00
|
SURFACING 10" | SY | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4001 9005.55 | 35.35 | 0.000 | 0.00
|
ASPHALTIC CONCRETE, TYPE SP5(0.5) | TON | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4002 2010.03 | 14.77 | 0.000 | 0.00
|
CRUSHED ROCK SURFACE COURSE | TON | 939.000 | 13,869.03
|
| | 1,127.000 | 16,645.79
|
| | 24.000 | 354.48
|
| | |
|
4003 2009.51 | 105.00 | 0.000 | 0.00
|
CRUSHED ROCK EMBEDMENT | STA | 23.890 | 2,508.45
|
| | 23.890 | 2,508.45
|
| | 0.000 | 0.00
|
| | |
|
4004 9009.88 | 35.35 | 0.000 | 0.00
|
SURFACING 10" | SY | 1,111.000 | 39,273.85
|
| | 1,111.000 | 39,273.85
|
| | 0.000 | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | Contracted | 43,433.46
|
| | Current | 57,361.34
|
| | In place | 60,264.10
|
| | This Estimate | 2,190.48
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0080 0001.08 | 0.50 | 2,860.000 | 1,430.00
|
BARRICADE, TYPE II | BDAY | 2,860.000 | 1,430.00
|
| | 2,850.000 | 1,425.00
|
| | 104.000 | 52.00
|
| | |
|
0081 0001.10 | 1.66 | 5,030.000 | 8,349.80
|
BARRICADE, TYPE III | BDAY | 5,030.000 | 8,349.80
|
| | 8,108.000 | 13,459.28
|
| | 282.000 | 468.12
|
| | |
|
0082 0001.30 | 1.34 | 2,668.000 | 3,575.12
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 2,668.000 | 3,575.12
|
| | 1,944.000 | 2,604.96
|
| | 104.000 | 139.36
|
| | |
|
0083 0001.75 | 3.15 | 1,114.000 | 3,509.10
|
TEMPORARY SIGN DAY | EACH | 1,114.000 | 3,509.10
|
| | 740.000 | 2,331.00
|
| | 24.000 | 75.60
|
| | |
|
0084 0001.90 | 0.19 | 9,990.000 | 1,898.10
|
SIGN DAY | EACH | 9,990.000 | 1,898.10
|
| | 10,832.000 | 2,058.08
|
| | 532.000 | 101.08
|
| | |
|
0085 0002.30 | 0.25 | 4,500.000 | 1,125.00
|
PAVEMENT MARKING REMOVAL | LF | 4,500.000 | 1,125.00
|
| | 5,000.000 | 1,250.00
|
| | 0.000 | 0.00
|
| | |
|
0086 0002.44 | 0.13 | 5,400.000 | 702.00
|
TEMPORARY PAVEMENT MARKING, TYPE PAINT | LF | 5,400.000 | 702.00
|
| | 6,000.000 | 780.00
|
| | 0.000 | 0.00
|
| | |
|
0087 0002.47 | 0.11 | 2,700.000 | 297.00
|
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION | LF | 2,700.000 | 297.00
|
| | 2,000.000 | 220.00
|
| | 0.000 | 0.00
|
| | |
|
0088 0002.52 | 1.60 | 180.000 | 288.00
|
TEMPORARY PAVEMENT MARKING, TYPE RPM | EACH | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0089 0002.97 | 100.00 | 54.000 | 5,400.00
|
FLASHING ARROW PANEL | DAY | 54.000 | 5,400.00
|
| | 107.000 | 10,700.00
|
| | 4.000 | 400.00
|
| | |
|
0090 0003.10 | 170.00 | 20.000 | 3,400.00
|
FLAGGING | DAY | 20.000 | 3,400.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0091 0003.51 | 10.00 | 1,000.000 | 10,000.00
|
INSTALL CONCRETE PROTECTION BARRIER | LF | 1,000.000 | 10,000.00
|
| | 1,000.000 | 10,000.00
|
| | 0.000 | 0.00
|
| | |
|
0092 0003.56 | 1.40 | 1,000.000 | 1,400.00
|
RELOCATE CONCRETE PROTECTION BARRIER | LF | 1,000.000 | 1,400.00
|
| | 1,000.000 | 1,400.00
|
| | 0.000 | 0.00
|
| | |
|
0093 0003.58 | 3,360.00 | 4.000 | 13,440.00
|
INERTIAL BARRIER SYSTEM | EACH | 4.000 | 13,440.00
|
| | 4.000 | 13,440.00
|
| | 0.000 | 0.00
|
| | |
|
0094 0003.64 | 400.00 | 5.000 | 2,000.00
|
REPLACEMENT MODULE | EACH | 5.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0095 0010.04 | 5,000.00 | 1.000 | 5,000.00
|
FIELD OFFICE | EACH | 1.000 | 5,000.00
|
| | 1.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | |
|
0096 0020.00 | 0.80 | 1,000.000 | 800.00
|
TRAINING | HOUR | 1,000.000 | 800.00
|
| | 377.500 | 302.00
|
| | 0.000 | 0.00
|
| | |
|
0097 0030.00 | 525.00 | 1.000 | 525.00
|
MOBILIZATION | LS | 1.000 | 525.00
|
| | 1.000 | 525.00
|
| | 0.000 | 0.00
|
| | |
|
0098 7320.60 | 950.00 | 2.000 | 1,900.00
|
ROUTE MARKER ASSEMBLY | EACH | 2.000 | 1,900.00
|
| | 2.000 | 1,900.00
|
| | 2.000 | 1,900.00
|
| | |
|
0099 9110.01 | 90.00 | 30.000 | 2,700.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 30.000 | 2,700.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0100 9110.03 | 55.00 | 30.000 | 1,650.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 30.000 | 1,650.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0101 9110.07 | 90.00 | 30.000 | 2,700.00
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 30.000 | 2,700.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4005 0002.61 | 25.83 | 0.000 | 0.00
|
PLOWABLE PAVEMENT MARKER | EACH | 96.000 | 2,479.68
|
| | 96.000 | 2,479.68
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 72,089.12
|
| | Current | 74,280.80
|
| | In place | 69,875.00
|
| | This Estimate | 3,136.16
|
| | |
|
Totals for contract | | Contracted | 886,338.99
|
---|
| | Current | 908,154.45
|
---|
| | In place | 899,333.50
|
---|
| | This Estimate | 49,738.64
|
---|