| | | 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 L022.75 | 10.50 | 12.000 | 126.00
|
TEMPORARY SILT CHECK | LF | 12.000 | 126.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0002 0030.10 | 24,000.00 | 1.000 | 24,000.00
|
MOBILIZATION | LS | 1.000 | 24,000.00
|
| | 1.000 | 24,000.00
|
| | 0.000 | 0.00
|
| | |
|
0003 1009.00 | 10,500.00 | 1.000 | 10,500.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 10,500.00
|
| | 1.000 | 10,500.00
|
| | 0.000 | 0.00
|
| | |
|
0004 1010.01 | 4.20 | 9,200.000 | 38,640.00
|
EXCAVATION (ESTABLISHED QUANTITY) | CY | 9,200.000 | 38,640.00
|
| | 9,200.000 | 38,640.00
|
| | 0.000 | 0.00
|
| | |
|
0005 1011.00 | 9.45 | 9.000 | 85.05
|
WATER | MGAL | 9.000 | 85.05
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0006 1016.00 | 183.75 | 12.000 | 2,205.00
|
RE-ESTABLISH PROPERTY CORNER | EACH | 12.000 | 2,205.00
|
| | 16.000 | 2,940.00
|
| | 0.000 | 0.00
|
| | |
|
0007 1101.00 | 2.63 | 1,328.000 | 3,492.64
|
REMOVE PAVEMENT | SY | 1,328.000 | 3,492.64
|
| | 1,005.300 | 2,643.94
|
| | 0.000 | 0.00
|
| | |
|
0008 1101.25 | 2.50 | 1,967.000 | 4,917.50
|
SAWING PAVEMENT | LF | 1,967.000 | 4,917.50
|
| | 1,733.600 | 4,334.00
|
| | 0.000 | 0.00
|
| | |
|
0009 1102.00 | 0.88 | 39,496.000 | 34,756.48
|
REMOVE ASPHALT SURFACE | SY | 39,496.000 | 34,756.48
|
| | 39,569.756 | 34,821.38
|
| | 0.000 | 0.00
|
| | |
|
0010 1106.00 | 3.15 | 2,605.000 | 8,205.75
|
REMOVE DRIVEWAY | SY | 2,605.000 | 8,205.75
|
| | 2,605.000 | 8,205.75
|
| | 0.000 | 0.00
|
| | |
|
0011 1107.00 | 2.63 | 50.000 | 131.50
|
REMOVE WALK | SY | 50.000 | 131.50
|
| | 50.000 | 131.50
|
| | 0.000 | 0.00
|
| | |
|
0012 1108.00 | 2.63 | 2,958.000 | 7,779.54
|
REMOVE COMBINATION CURB AND GUTTER | LF | 2,958.000 | 7,779.54
|
| | 3,013.000 | 7,924.19
|
| | 0.000 | 0.00
|
| | |
|
0013 1114.10 | 52.50 | 54.000 | 2,835.00
|
REMOVE RETAINING WALL | LF | 54.000 | 2,835.00
|
| | 54.000 | 2,835.00
|
| | 0.000 | 0.00
|
| | |
|
0014 1119.00 | 157.50 | 7.000 | 1,102.50
|
REMOVE INLET | EACH | 7.000 | 1,102.50
|
| | 7.000 | 1,102.50
|
| | 0.000 | 0.00
|
| | |
|
0015 1122.01 | 2.63 | 241.000 | 633.83
|
REMOVE CONCRETE MEDIAN SURFACING | SY | 241.000 | 633.83
|
| | 286.000 | 752.18
|
| | 0.000 | 0.00
|
| | |
|
0016 1705.24 | 23.10 | 58.000 | 1,339.80
|
24" ROUND EQUIVALENT DRIVEWAY CULVERT PIPE, TYPE 2,3,4 OR 5 | LF | 58.000 | 1,339.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4010 4350.26 | 21.00 | 0.000 | 0.00
|
24" CORRUGATED METAL PIPE | LF | 76.000 | 1,596.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4011 4050.01 | 5.25 | 0.000 | 0.00
|
EXCAVATION FOR PIPE AND PIPE-ARCH CULVERTS AND HEADWALLS | CY | 45.000 | 236.25
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4012 6970.00 | 315.00 | 0.000 | 0.00
|
FREIGHT | LS | 1.000 | 315.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 140,750.59
|
| | Current | 142,897.84
|
| | In place | 138,830.44
|
| | This Estimate | 0.00
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | |
|
0017 L001.02 | 1,050.00 | 1.500 | 1,575.00
|
SEEDING, TYPE B | ACRE | 1.500 | 1,575.00
|
| | 2.300 | 2,415.00
|
| | 0.000 | 0.00
|
| | |
|
0018 L010.00 | 8.46 | 1,182.000 | 9,999.72
|
SODDING | SY | 1,182.000 | 9,999.72
|
| | 957.890 | 8,103.75
|
| | 0.000 | 0.00
|
| | |
|
0019 L032.75 | 105.00 | 3.000 | 315.00
|
MULCH | TON | 3.000 | 315.00
|
| | 4.630 | 486.15
|
| | 0.000 | 0.00
|
| | |
|
0020 W600.03 | 105.00 | 12.000 | 1,260.00
|
ADJUST VALVE BOX TO GRADE | EACH | 12.000 | 1,260.00
|
| | 16.000 | 1,680.00
|
| | 0.000 | 0.00
|
| | |
|
0021 0030.30 | 105,000.00 | 1.000 | 105,000.00
|
MOBILIZATION | LS | 1.000 | 105,000.00
|
| | 1.000 | 105,000.00
|
| | 0.000 | 0.00
|
| | |
|
0022 3008.05 | 8.50 | 2,261.000 | 19,218.50
|
TIE BARS | EACH | 2,261.000 | 19,218.50
|
| | 2,075.000 | 17,637.50
|
| | 0.000 | 0.00
|
| | |
|
0023 3013.10 | 20.50 | 529.000 | 10,844.50
|
CONCRETE CLASS 47B-3000 BARRIER CURB | LF | 497.000 | 10,188.50
|
| | 771.200 | 15,809.60
|
| | 0.000 | 0.00
|
| | |
|
0024 3016.21 | 29.00 | 56.000 | 1,624.00
|
CONCRETE CLASS 47B-3000 SIDEWALKS | SY | 56.000 | 1,624.00
|
| | 63.200 | 1,832.80
|
| | 0.000 | 0.00
|
| | |
|
0025 3017.40 | 32.00 | 248.000 | 7,936.00
|
CONCRETE CLASS 47B-3000 MEDIAN SURFACING | SY | 248.000 | 7,936.00
|
| | 865.780 | 27,704.96
|
| | 0.000 | 0.00
|
| | |
|
0026 3020.24 | 34.50 | 1,552.000 | 53,544.00
|
CONCRETE CLASS 47B-3500 DRIVEWAY | SY | 1,512.000 | 52,164.00
|
| | 2,166.032 | 74,728.11
|
| | 0.000 | 0.00
|
| | |
|
0027 3075.12 | 25.00 | 2,203.000 | 55,075.00
|
6" CONCRETE PAVEMENT, CLASS 47B-3500 | SY | 2,203.000 | 55,075.00
|
| | 2,251.900 | 56,297.50
|
| | 0.000 | 0.00
|
| | |
|
0028 3075.52 | 28.00 | 6,069.000 | 169,932.00
|
10" CONCRETE PAVEMENT, CLASS 47B-3500 | SY | 6,069.000 | 169,932.00
|
| | 6,037.110 | 169,039.08
|
| | 0.000 | 0.00
|
| | |
|
0029 3075.56 | 30.75 | 35,920.000 | 1,104,540.00
|
10" DOWELED CONCRETE PAVEMENT, CLASS 47B-3500 | SY | 35,920.000 | 1,104,540.00
|
| | 35,701.710 | 1,097,827.59
|
| | 0.000 | 0.00
|
| | |
|
0030 3089.25 | 34.00 | 1,117.000 | 37,978.00
|
TEMPORARY SURFACING | SY | 1,117.000 | 37,978.00
|
| | 1,016.780 | 34,570.52
|
| | 0.000 | 0.00
|
| | |
|
0031 3221.10 | 35.00 | 111.000 | 3,885.00
|
COMBINATION CONCRETE CURB AND GUTTER REPAIR | LF | 111.000 | 3,885.00
|
| | 163.700 | 5,729.50
|
| | 0.000 | 0.00
|
| | |
|
0032 3300.65 | 75.00 | 22.000 | 1,650.00
|
CONCRETE PAVEMENT THICKNESS CORE | EACH | 22.000 | 1,650.00
|
| | 23.000 | 1,725.00
|
| | 0.000 | 0.00
|
| | |
|
0033 4015.00 | 100.00 | 8.000 | 800.00
|
ADJUST MANHOLE TO GRADE | EACH | 8.000 | 800.00
|
| | 12.000 | 1,200.00
|
| | 0.000 | 0.00
|
| | |
|
0034 7500.26 | 236.25 | 4.000 | 945.00
|
LEFT ARROW, PREFORMED PAVEMENT MARKING, TYPE 4 | EACH | 4.000 | 945.00
|
| | 4.000 | 945.00
|
| | 0.000 | 0.00
|
| | |
|
0035 7502.14 | 2.36 | 4,600.000 | 10,856.00
|
4" WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED | LF | 4,600.000 | 10,856.00
|
| | 6,380.000 | 15,056.80
|
| | 0.000 | 0.00
|
| | |
|
0036 7503.14 | 2.00 | 15,300.000 | 30,600.00
|
4" YELLOW PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED | LF | 15,300.000 | 30,600.00
|
| | 16,102.000 | 32,204.00
|
| | 0.000 | 0.00
|
| | |
|
0037 7508.14 | 6.67 | 110.000 | 733.70
|
12" WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED | LF | 110.000 | 733.70
|
| | 148.000 | 987.16
|
| | 0.000 | 0.00
|
| | |
|
0038 7509.14 | 6.67 | 380.000 | 2,534.60
|
12" YELLOW PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED | LF | 380.000 | 2,534.60
|
| | 447.000 | 2,981.49
|
| | 0.000 | 0.00
|
| | |
|
0039 7512.14 | 14.97 | 150.000 | 2,245.50
|
24" WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED | LF | 150.000 | 2,245.50
|
| | 456.000 | 6,826.32
|
| | 0.000 | 0.00
|
| | |
|
0040 8029.84 | 1.25 | 41,989.000 | 52,486.25
|
BITUMINOUS FOUNDATION COURSE 4" | SY | 41,989.000 | 52,486.25
|
| | 41,989.000 | 52,486.26
|
| | 0.000 | 0.00
|
| | |
|
0041 8111.20 | 2.10 | 2,203.000 | 4,626.30
|
SHOULDER SUBGRADE PREPARATION | SY | 2,203.000 | 4,626.30
|
| | 2,251.900 | 4,729.00
|
| | 0.000 | 0.00
|
| | |
|
0042 9111.00 | 31.95 | 149.000 | 4,760.55
|
WATER | MGAL | 149.000 | 4,760.55
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0043 9170.00 | 83.98 | 31.727 | 2,664.43
|
EARTH SHOULDER CONSTRUCTION | STA | 31.727 | 2,664.43
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0044 9173.20 | 1.31 | 43,715.000 | 57,266.65
|
SUBGRADE PREPARATION | SY | 43,715.000 | 57,266.65
|
| | 43,715.000 | 57,266.66
|
| | 0.000 | 0.00
|
| | |
|
0045 9179.33 | 0.75 | 39,496.000 | 29,622.00
|
COLD MILLING, CLASS 3 | SY | 39,496.000 | 29,622.00
|
| | 39,496.000 | 29,622.00
|
| | 0.000 | 0.00
|
| | |
|
4000 9110.01 | 75.00 | 0.000 | 0.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 40.000 | 3,000.00
|
For Additional Work requested by the Department. | | 12.000 | 900.00
|
| | 0.000 | 0.00
|
| | |
|
4001 9110.02 | 85.00 | 0.000 | 0.00
|
RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 40.000 | 3,400.00
|
For Additional Work requested by the Department. | | 4.000 | 340.00
|
| | 0.000 | 0.00
|
| | |
|
4002 9110.07 | 45.00 | 0.000 | 0.00
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 40.000 | 1,800.00
|
For Additional Work requested by the Department. | | 25.500 | 1,147.50
|
| | 0.000 | 0.00
|
| | |
|
4003 9110.03 | 50.00 | 0.000 | 0.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 40.000 | 2,000.00
|
For Additional Work requested by the Department. | | 5.000 | 250.00
|
| | 0.000 | 0.00
|
| | |
|
4007 0025.01 | 1,590.57 | 0.000 | 0.00
|
PARTNERING WORKSHOP | LS | 1.000 | 1,590.57
|
| | 1.000 | 1,590.57
|
| | 0.000 | 0.00
|
| | |
|
4013 4102.11 | 375.00 | 0.000 | 0.00
|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR RETAINING WALL | CY | 5.400 | 2,025.00
|
| | 5.400 | 2,025.00
|
| | 0.000 | 0.00
|
| | |
|
4014 4152.00 | 1.15 | 0.000 | 0.00
|
REINFORCING STEEL FOR RETAINING WALL | LB | 256.000 | 294.40
|
| | 256.000 | 294.40
|
| | 0.000 | 0.00
|
| | |
|
4015 3008.16 | 5.50 | 0.000 | 0.00
|
DOWEL BAR | EACH | 504.000 | 2,772.00
|
| | 504.000 | 2,772.00
|
| | 0.000 | 0.00
|
| | |
|
4016 6006.51 | 9,229.63 | 0.000 | 0.00
|
DIAMOND GRINDING | LS | 1.000 | 9,229.63
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4017 3900.25 | 1.00 | 0.000 | 0.00
|
ADDITIONAL COST | SY | 1,346.000 | 1,346.00
|
For 47B-PHE Concrete | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | Contracted | 1,784,517.70
|
| | Current | 1,809,939.30
|
| | In place | 1,834,211.22
|
| | This Estimate | 0.00
|
| | |
|
GROUP 3 CONCRETE PAVEMENT, CITY FUNDED | | |
|
5011 3020.24 | 34.50 | 0.000 | 0.00
|
CONCRETE CLASS 47B-3500 DRIVEWAY | SY | 40.000 | 1,380.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
6003 3075.56 | 30.75 | 0.000 | 0.00
|
10" DOWELED CONCRETE PAVEMENT, CLASS 47B-3500 | SY | 141.000 | 4,335.75
|
This quantity represents the city's portion of the work. | | 141.000 | 4,335.75
|
| | 0.000 | 0.00
|
| | |
|
6004 9173.20 | 1.31 | 0.000 | 0.00
|
SUBGRADE PREPARATION | SY | 141.000 | 184.71
|
This Quantity Represents the City's Portion of the Work. | | 141.000 | 184.71
|
| | 0.000 | 0.00
|
| | |
|
6005 1101.00 | 2.63 | 0.000 | 0.00
|
REMOVING PAVEMENT | SY | -282.000 | -741.66
|
Work credit for city forces. | | -282.000 | -741.66
|
| | 0.000 | 0.00
|
| | |
|
GROUP 3 CONCRETE PAVEMENT, CITY FUNDED | | Contracted | 0.00
|
| | Current | 5,158.80
|
| | In place | 3,778.80
|
| | This Estimate | 0.00
|
| | |
|
GROUP 4 CULVERTS | | |
|
0046 P700.18 | 39.90 | 201.000 | 8,019.90
|
18" STORM SEWER PIPE, TYPE 1,7 OR 8 | LF | 201.000 | 8,019.90
|
| | 201.000 | 8,019.90
|
| | 0.000 | 0.00
|
| | |
|
0047 P700.24 | 52.50 | 62.000 | 3,255.00
|
24" STORM SEWER PIPE, TYPE 1,7 OR 8 | LF | 62.000 | 3,255.00
|
| | 62.000 | 3,255.00
|
| | 0.000 | 0.00
|
| | |
|
0048 P700.30 | 58.17 | 478.000 | 27,805.26
|
30" STORM SEWER PIPE, TYPE 1,7 OR 8 | LF | 478.000 | 27,805.26
|
| | 478.000 | 27,805.26
|
| | 0.000 | 0.00
|
| | |
|
0049 W100.00 | 338.10 | 1.000 | 338.10
|
CURB STOP AND BOX | EACH | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0050 W175.09 | 387.45 | 1.000 | 387.45
|
2" CORPORATION STOP | EACH | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0051 W176.12 | 18.48 | 55.000 | 1,016.40
|
2" COPPER WATER SERVICE | LF | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0052 W176.70 | 89.25 | 1.000 | 89.25
|
WATER SERVICE CONNECTION | EACH | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0053 W205.06 | 15.65 | 190.000 | 2,973.50
|
6" WATER MAIN PIPE | LF | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0054 W205.98 | 52.50 | 1.000 | 52.50
|
PLUG WATER MAIN | EACH | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0055 W220.06 | 525.00 | 3.000 | 1,575.00
|
6" GATE VALVE, M.J. | EACH | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0056 W221.06 | 199.50 | 3.000 | 598.50
|
6" WATER VALVE BOX | EACH | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0057 W224.92 | 157.50 | 3.000 | 472.50
|
6" BOLTED FLEX COUPLING | EACH | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0058 W356.13 | 202.65 | 2.000 | 405.30
|
6" X 6" X 6" TEE | EACH | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0059 W800.09 | 52.50 | 1.000 | 52.50
|
REMOVE PLUG | EACH | 0.000 | 0.00
|
| | 1.000 | 52.50
|
| | 0.000 | 0.00
|
| | |
|
0060 0030.40 | 4,725.00 | 1.000 | 4,725.00
|
MOBILIZATION | LS | 1.000 | 4,725.00
|
| | 1.000 | 4,725.00
|
| | 0.000 | 0.00
|
| | |
|
0061 4002.00 | 2.63 | 1,375.000 | 3,616.25
|
CAST IRON COVER AND FRAME | LB | 1,375.000 | 3,616.25
|
| | 1,125.000 | 2,958.75
|
| | 0.000 | 0.00
|
| | |
|
0062 4043.50 | 6.30 | 737.000 | 4,643.10
|
REMOVE SEWER PIPE | LF | 737.000 | 4,643.10
|
| | 737.000 | 4,643.10
|
| | 0.000 | 0.00
|
| | |
|
0063 4105.59 | 420.00 | 34.590 | 14,527.80
|
CLASS 47B-3000 CONCRETE FOR INLET AND JUNCTION BOX | CY | 34.590 | 14,527.80
|
| | 33.810 | 14,200.20
|
| | 0.000 | 0.00
|
| | |
|
0064 4107.07 | 572.25 | 5.680 | 3,250.38
|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR CONCRETE COLLARS | CY | 5.680 | 3,250.38
|
| | 6.110 | 3,496.46
|
| | 0.000 | 0.00
|
| | |
|
0065 4155.50 | 1.05 | 1,628.000 | 1,709.40
|
REINFORCING STEEL FOR INLET AND JUNCTION BOX | LB | 1,628.000 | 1,709.40
|
| | 1,628.000 | 1,709.40
|
| | 0.000 | 0.00
|
| | |
|
0066 4157.00 | 1.05 | 440.000 | 462.00
|
REINFORCING STEEL FOR COLLARS | LB | 440.000 | 462.00
|
| | 352.000 | 369.60
|
| | 0.000 | 0.00
|
| | |
|
4005 W719.91 | 3,215.00 | 0.000 | 0.00
|
LOWERING WATER MAIN | LS | 1.000 | 3,215.00
|
| | 1.000 | 3,215.00
|
| | 1.000 | 3,215.00
|
| | |
|
GROUP 4 CULVERTS | | Contracted | 79,975.09
|
| | Current | 75,229.09
|
| | In place | 74,450.17
|
| | This Estimate | 3,215.00
|
| | |
|
GROUP 4 CULVERTS, CITY FUNDED | | |
|
5000 W205.06 | 15.65 | 0.000 | 0.00
|
6" WATER MAIN PIPE | LF | 335.000 | 5,242.75
|
| | 453.000 | 7,089.45
|
| | 0.000 | 0.00
|
| | |
|
5001 W205.98 | 52.50 | 0.000 | 0.00
|
PLUG WATER MAIN | EACH | 2.000 | 105.00
|
| | 2.000 | 105.00
|
| | 0.000 | 0.00
|
| | |
|
5002 W220.06 | 525.00 | 0.000 | 0.00
|
6" GATE VALVE, M.J. | EACH | 5.000 | 2,625.00
|
| | 3.000 | 1,575.00
|
| | 0.000 | 0.00
|
| | |
|
5003 W221.06 | 199.50 | 0.000 | 0.00
|
6" WATER VALVE BOX | EACH | 5.000 | 997.50
|
| | 3.000 | 598.50
|
| | 0.000 | 0.00
|
| | |
|
5004 W356.13 | 202.65 | 0.000 | 0.00
|
6" X 6" X 6" TEE | EACH | 3.000 | 607.95
|
| | 3.000 | 607.95
|
| | 0.000 | 0.00
|
| | |
|
5005 W176.12 | 18.48 | 0.000 | 0.00
|
2" COPPER WATER SERVICE | LF | 55.000 | 1,016.40
|
| | 58.500 | 1,081.08
|
| | 0.000 | 0.00
|
| | |
|
5006 W176.70 | 89.25 | 0.000 | 0.00
|
WATER SERVICE CONNECTION | EACH | 1.000 | 89.25
|
| | 1.000 | 89.25
|
| | 0.000 | 0.00
|
| | |
|
5007 W224.92 | 157.50 | 0.000 | 0.00
|
6" BOLTED FLEX COUPLING | EACH | 3.000 | 472.50
|
| | 3.000 | 472.50
|
| | 0.000 | 0.00
|
| | |
|
5008 W800.09 | 52.50 | 0.000 | 0.00
|
REMOVING PLUG | EACH | 1.000 | 52.50
|
| | 1.000 | 52.50
|
| | 0.000 | 0.00
|
| | |
|
5009 W100.00 | 338.10 | 0.000 | 0.00
|
CURB STOP AND BOX | EACH | 1.000 | 338.10
|
| | 1.000 | 338.10
|
| | 0.000 | 0.00
|
| | |
|
5010 W175.09 | 387.45 | 0.000 | 0.00
|
2" CORPORATION STOP | EACH | 1.000 | 387.45
|
| | 1.000 | 387.45
|
| | 0.000 | 0.00
|
| | |
|
6000 4805.12 | 115.50 | 0.000 | 0.00
|
12" STEEL CASING | LF | 54.000 | 6,237.00
|
Furnishing and Installing 12in. Casing for Water Main | | 124.000 | 14,322.00
|
| | 54.000 | 6,237.00
|
| | |
|
6001 W800.90 | 1,575.00 | 0.000 | 0.00
|
REMOVE AND RESET HYDRANT | EACH | 1.000 | 1,575.00
|
| | 1.000 | 1,575.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4 CULVERTS, CITY FUNDED | | Contracted | 0.00
|
| | Current | 19,746.40
|
| | In place | 28,293.78
|
| | This Estimate | 6,237.00
|
| | |
|
GROUP 8B ELECTRICAL | | |
|
0067 A001.01 | 472.50 | 6.000 | 2,835.00
|
PULL BOX, TYPE PB-1 | EACH | 6.000 | 2,835.00
|
| | 6.000 | 2,835.00
|
| | 0.000 | 0.00
|
| | |
|
0068 A001.02 | 367.50 | 1.000 | 367.50
|
PULL BOX, TYPE PB-1A | EACH | 1.000 | 367.50
|
| | 1.000 | 367.50
|
| | 0.000 | 0.00
|
| | |
|
0069 A001.16 | 367.50 | 1.000 | 367.50
|
PULL BOX, TYPE PB-6 | EACH | 1.000 | 367.50
|
| | 1.000 | 367.50
|
| | 0.000 | 0.00
|
| | |
|
0070 A004.00 | 735.00 | 8.000 | 5,880.00
|
TRAFFIC SIGNAL, TYPE TS-1 | EACH | 8.000 | 5,880.00
|
| | 8.000 | 5,880.00
|
| | 0.000 | 0.00
|
| | |
|
0071 A005.35 | 7,665.00 | 1.000 | 7,665.00
|
TRAFFIC SIGNAL CONTROLLER, TYPE TC-8 | EACH | 1.000 | 7,665.00
|
| | 1.000 | 7,665.00
|
| | 0.000 | 0.00
|
| | |
|
0072 A006.15 | 472.50 | 8.000 | 3,780.00
|
PEDESTRIAN SIGNAL, TYPE PS-1 | EACH | 8.000 | 3,780.00
|
| | 8.000 | 3,780.00
|
| | 0.000 | 0.00
|
| | |
|
0073 A006.70 | 105.00 | 4.000 | 420.00
|
PEDESTRIAN PUSHBUTTON, TYPE PPB | EACH | 4.000 | 420.00
|
| | 4.000 | 420.00
|
| | 0.000 | 0.00
|
| | |
|
0074 A007.00 | 262.50 | 23.000 | 6,037.50
|
VEHICLE DETECTOR, TYPE B PREFORMED | EACH | 23.000 | 6,037.50
|
| | 23.000 | 6,037.50
|
| | 0.000 | 0.00
|
| | |
|
0075 A012.05 | 4,462.50 | 1.000 | 4,462.50
|
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-45-12 | EACH | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0076 A016.65 | 3,045.00 | 3.000 | 9,135.00
|
MAST ARM SIGNAL POLE, TYPE MP-45 | EACH | 2.000 | 6,090.00
|
| | 2.000 | 6,090.00
|
| | 0.000 | 0.00
|
| | |
|
0077 A019.05 | 157.50 | 16.000 | 2,520.00
|
LED TRAFFIC SIGNAL, TYPE 12" RED | EACH | 16.000 | 2,520.00
|
| | 16.000 | 2,520.00
|
| | 0.000 | 0.00
|
| | |
|
0078 A019.10 | 262.50 | 16.000 | 4,200.00
|
LED TRAFFIC SIGNAL, TYPE 12" GREEN | EACH | 16.000 | 4,200.00
|
| | 16.000 | 4,200.00
|
| | 0.000 | 0.00
|
| | |
|
0079 A070.14 | 3.15 | 425.000 | 1,338.75
|
2-INCH CONDUIT IN TRENCH | LF | 425.000 | 1,338.75
|
| | 252.000 | 793.80
|
| | 0.000 | 0.00
|
| | |
|
0080 A070.18 | 5.25 | 57.000 | 299.25
|
3-INCH CONDUIT IN TRENCH | LF | 57.000 | 299.25
|
| | 48.000 | 252.00
|
| | 0.000 | 0.00
|
| | |
|
0081 A072.14 | 4.20 | 251.000 | 1,054.20
|
2-INCH CONDUIT UNDER ROADWAY | LF | 251.000 | 1,054.20
|
| | 132.000 | 554.40
|
| | 0.000 | 0.00
|
| | |
|
0082 A072.18 | 6.30 | 87.000 | 548.10
|
3-INCH CONDUIT UNDER ROADWAY | LF | 87.000 | 548.10
|
| | 84.000 | 529.20
|
| | 0.000 | 0.00
|
| | |
|
0083 A077.12 | 0.63 | 532.000 | 335.16
|
2/C #14 AWG TRAFFIC SIGNAL CABLE | LF | 532.000 | 335.16
|
| | 503.000 | 316.89
|
| | 0.000 | 0.00
|
| | |
|
0084 A077.22 | 1.37 | 532.000 | 728.84
|
12/C #14 AWG TRAFFIC SIGNAL CABLE | LF | 532.000 | 728.84
|
| | 503.000 | 689.11
|
| | 0.000 | 0.00
|
| | |
|
0085 A079.01 | 0.42 | 1,074.000 | 451.08
|
2/C #14 AWG DETECTOR LEAD-IN CABLE | LF | 1,074.000 | 451.08
|
| | 822.000 | 345.24
|
| | 0.000 | 0.00
|
| | |
|
0086 A079.50 | 0.32 | 488.000 | 156.16
|
GROUNDING CONDUCTOR | LF | 488.000 | 156.16
|
| | 471.000 | 150.72
|
| | 0.000 | 0.00
|
| | |
|
0087 A079.55 | 1.05 | 200.000 | 210.00
|
SERVICE CABLE | LF | 200.000 | 210.00
|
| | 200.000 | 210.00
|
| | 0.000 | 0.00
|
| | |
|
0088 A080.24 | 0.79 | 2,040.000 | 1,611.60
|
STREET LIGHTING CABLE, NO. 6 USE | LF | 2,040.000 | 1,611.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0089 A630.20 | 52.50 | 2.000 | 105.00
|
REMOVE PULL BOX | EACH | 2.000 | 105.00
|
| | 2.000 | 105.00
|
| | 0.000 | 0.00
|
| | |
|
0090 A700.20 | 997.50 | 3.000 | 2,992.50
|
RELOCATE STREET LIGHTING UNIT | EACH | 2.000 | 1,995.00
|
| | 3.000 | 2,992.50
|
| | 0.000 | 0.00
|
| | |
|
0091 0030.81 | 3,775.80 | 1.000 | 3,775.80
|
MOBILIZATION | LS | 1.000 | 3,775.80
|
| | 1.000 | 3,775.80
|
| | 0.000 | 0.00
|
| | |
|
4006 A011.40 | 4,809.00 | 0.000 | 0.00
|
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-35-12 | EACH | 1.000 | 4,809.00
|
Replaces CMA Signal & Light Pole, Type CMP 45-12 | | 1.000 | 4,809.00
|
| | 0.000 | 0.00
|
| | |
|
4008 A016.55 | 3,181.50 | 0.000 | 0.00
|
MAST ARM SIGNAL POLE, TYPE MP-35 | EACH | 1.000 | 3,181.50
|
Replaces Mast Arm Signal Pole, Type MP-45 | | 1.000 | 3,181.50
|
| | 0.000 | 0.00
|
| | |
|
4009 A521.00 | 2,399.25 | 0.000 | 0.00
|
INSTALL STREET LIGHTING UNIT | EACH | 1.000 | 2,399.25
|
To deliver and install State furnished pole. | | 1.000 | 2,399.25
|
| | 0.000 | 0.00
|
| | |
|
GROUP 8B ELECTRICAL | | Contracted | 61,276.44
|
| | Current | 63,161.19
|
| | In place | 61,266.91
|
| | This Estimate | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0092 0001.08 | 0.50 | 5,780.000 | 2,890.00
|
BARRICADE, TYPE II | BDAY | 5,780.000 | 2,890.00
|
| | 21,050.000 | 10,525.00
|
| | 0.000 | 0.00
|
| | |
|
0093 0001.10 | 1.82 | 2,918.000 | 5,310.76
|
BARRICADE, TYPE III | BDAY | 2,918.000 | 5,310.76
|
| | 5,219.000 | 9,498.58
|
| | 0.000 | 0.00
|
| | |
|
0094 0001.30 | 2.21 | 376.000 | 830.96
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 376.000 | 830.96
|
| | 323.000 | 713.83
|
| | 0.000 | 0.00
|
| | |
|
0095 0001.75 | 5.25 | 385.000 | 2,021.25
|
TEMPORARY SIGN DAY | EACH | 385.000 | 2,021.25
|
| | 6.000 | 31.50
|
| | 0.000 | 0.00
|
| | |
|
0096 0001.90 | 0.26 | 8,017.000 | 2,084.42
|
SIGN DAY | EACH | 8,017.000 | 2,084.42
|
| | 8,910.000 | 2,316.60
|
| | 0.000 | 0.00
|
| | |
|
0097 0002.38 | 0.53 | 10,100.000 | 5,353.00
|
TEMPORARY PAVEMENT MARKING, TYPE I | LF | 10,100.000 | 5,353.00
|
| | 22,699.830 | 12,030.90
|
| | 0.000 | 0.00
|
| | |
|
0098 0002.39 | 1.21 | 10,100.000 | 12,221.00
|
TEMPORARY PAVEMENT MARKING, TYPE II | LF | 10,100.000 | 12,221.00
|
| | 23,319.830 | 28,217.00
|
| | 0.000 | 0.00
|
| | |
|
0099 0002.97 | 15.75 | 347.000 | 5,465.25
|
FLASHING ARROW PANEL | DAY | 347.000 | 5,465.25
|
| | 21.000 | 330.75
|
| | 0.000 | 0.00
|
| | |
|
0100 0003.10 | 225.00 | 55.000 | 12,375.00
|
FLAGGING | DAY | 55.000 | 12,375.00
|
| | 106.000 | 23,850.00
|
| | 0.000 | 0.00
|
| | |
|
0101 0010.04 | 5,500.00 | 1.000 | 5,500.00
|
FIELD OFFICE | EACH | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0102 0030.00 | 105.00 | 1.000 | 105.00
|
MOBILIZATION | LS | 1.000 | 105.00
|
| | 1.000 | 105.00
|
| | 0.000 | 0.00
|
| | |
|
0103 1017.00 | 18,000.00 | 1.000 | 18,000.00
|
CONSTRUCTION STAKING AND SURVEYING | LS | 1.000 | 18,000.00
|
| | 1.000 | 18,000.00
|
| | 0.000 | 0.00
|
| | |
|
4004 0010.04 | 1,500.00 | 0.000 | 0.00
|
FIELD OFFICE | EACH | 1.000 | 1,500.00
|
Temporary Field Office to replace Field Office Item No. 101 | | 1.000 | 1,500.00
|
| | 0.000 | 0.00
|
| | |
|
4105 0002.85 | 25.00 | 0.000 | 0.00
|
TUBULAR POST | EACH | 65.000 | 1,625.00
|
| | 65.000 | 1,625.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 72,156.64
|
| | Current | 69,781.64
|
| | In place | 108,744.16
|
| | This Estimate | 0.00
|
| | |
|
Totals for contract | | Contracted | 2,138,676.46
|
---|
| | Current | 2,185,914.26
|
---|
| | In place | 2,249,575.48
|
---|
| | This Estimate | 9,452.00
|
---|