| | | 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 | 3,895.00 | 1.000 | 3,895.00
|
MOBILIZATION | LS | 1.000 | 3,895.00
|
| | 1.000 | 3,895.00
|
| | 0.000 | 0.00
|
| | |
|
0002 1009.00 | 6,910.00 | 1.000 | 6,910.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 6,910.00
|
| | 1.000 | 6,910.00
|
| | 1.000 | 6,910.00
|
| | |
|
0003 1010.01 | 10.00 | 1,699.000 | 16,990.00
|
EXCAVATION (ESTABLISHED QUANTITY) | CY | 1,699.000 | 16,990.00
|
| | 1,699.000 | 16,990.00
|
| | 0.000 | 0.00
|
| | |
|
0004 1101.00 | 7.55 | 772.000 | 5,828.60
|
REMOVE PAVEMENT | SY | 772.000 | 5,828.60
|
| | 1,090.450 | 8,232.90
|
| | 0.000 | 0.00
|
| | |
|
0005 1101.25 | 2.50 | 1,675.000 | 4,187.50
|
SAWING PAVEMENT | LF | 1,675.000 | 4,187.50
|
| | 1,623.810 | 4,059.53
|
| | 0.000 | 0.00
|
| | |
|
0006 1103.00 | 10.85 | 313.000 | 3,396.05
|
REMOVE BRICK SURFACE | SY | 313.000 | 3,396.05
|
| | 315.000 | 3,417.75
|
| | 0.000 | 0.00
|
| | |
|
0007 1106.00 | 7.55 | 911.000 | 6,878.05
|
REMOVE DRIVEWAY | SY | 911.000 | 6,878.05
|
| | 878.440 | 6,632.22
|
| | 0.000 | 0.00
|
| | |
|
0008 1107.00 | 0.65 | 590.000 | 383.50
|
REMOVE WALK | SY | 590.000 | 383.50
|
| | 622.790 | 404.81
|
| | 0.000 | 0.00
|
| | |
|
0009 1109.00 | 4.00 | 66.000 | 264.00
|
REMOVE CURB | LF | 66.000 | 264.00
|
| | 66.000 | 264.00
|
| | 0.000 | 0.00
|
| | |
|
0010 1113.00 | 165.00 | 2.000 | 330.00
|
REMOVE STEP | EACH | 2.000 | 330.00
|
| | 2.000 | 330.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 49,062.70
|
| | Current | 49,062.70
|
| | In place | 51,136.21
|
| | This Estimate | 6,910.00
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | |
|
0011 L010.00 | 4.30 | 1,436.000 | 6,174.80
|
SODDING | SY | 1,436.000 | 6,174.80
|
| | 3,007.000 | 12,930.10
|
| | 0.000 | 0.00
|
| | |
|
0012 W600.03 | 75.00 | 6.000 | 450.00
|
ADJUST VALVE BOX TO GRADE | EACH | 6.000 | 450.00
|
| | 5.000 | 375.00
|
| | 0.000 | 0.00
|
| | |
|
0013 0030.30 | 14,680.00 | 1.000 | 14,680.00
|
MOBILIZATION | LS | 1.000 | 14,680.00
|
| | 1.000 | 14,680.00
|
| | 0.000 | 0.00
|
| | |
|
0014 2010.03 | 47.00 | 1.000 | 47.00
|
CRUSHED ROCK SURFACE COURSE | TON | 1.000 | 47.00
|
| | 1.000 | 47.00
|
| | 0.000 | 0.00
|
| | |
|
0015 3008.05 | 6.05 | 426.000 | 2,577.30
|
TIE BARS | EACH | 426.000 | 2,577.30
|
| | 369.000 | 2,232.45
|
| | 0.000 | 0.00
|
| | |
|
0016 3013.07 | 13.70 | 65.000 | 890.50
|
CONCRETE CLASS 47B-3625 BARRIER CURB, TYPE I | LF | 65.000 | 890.50
|
| | 97.700 | 1,338.49
|
| | 29.700 | 406.89
|
| | |
|
0017 3016.21 | 23.85 | 789.000 | 18,817.65
|
CONCRETE CLASS 47B-3000 SIDEWALKS | SY | 789.000 | 18,817.65
|
| | 771.367 | 18,397.11
|
| | 0.000 | 0.00
|
| | |
|
0018 3020.26 | 26.55 | 777.000 | 20,629.35
|
CONCRETE CLASS 47B-3625 DRIVEWAY | SY | 777.000 | 20,629.35
|
| | 791.572 | 21,016.23
|
| | 15.622 | 414.76
|
| | |
|
0019 3075.42 | 32.51 | 1,989.000 | 64,662.39
|
9" CONCRETE PAVEMENT, CLASS 47B-3500 | SY | 1,989.000 | 64,662.39
|
| | 1,952.442 | 63,473.88
|
| | 8.810 | 286.41
|
| | |
|
0020 4093.80 | 16.85 | 130.000 | 2,190.50
|
WALL MATERIALS | SF | 130.000 | 2,190.50
|
| | 377.000 | 6,352.45
|
| | 0.000 | 0.00
|
| | |
|
0021 4095.15 | 5.50 | 59.000 | 324.50
|
COMPACTED EARTH LEVELING PAD | LF | 59.000 | 324.50
|
| | 159.000 | 874.50
|
| | 0.000 | 0.00
|
| | |
|
0022 4103.06 | 1,259.00 | 1.800 | 2,266.20
|
CLASS 47B-3000 CONCRETE FOR STEP | CY | 1.800 | 2,266.20
|
| | 0.560 | 705.04
|
| | 0.000 | 0.00
|
| | |
|
0023 8024.50 | 16.50 | 2.000 | 33.00
|
SELECT GRANULAR BACKFILL FOR RETAINED EARTH STRUCTURE | CY | 2.000 | 33.00
|
| | 3.500 | 57.75
|
| | 0.000 | 0.00
|
| | |
|
0024 8029.10 | 7.25 | 1,989.000 | 14,420.25
|
AGGREGATE FOUNDATION COURSE-D 4" | SY | 1,989.000 | 14,420.25
|
| | 2,105.644 | 15,265.92
|
| | 24.432 | 177.13
|
| | |
|
0025 9111.00 | 5.00 | 11.000 | 55.00
|
WATER | MGAL | 11.000 | 55.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0026 9170.00 | 145.00 | 17.476 | 2,534.02
|
EARTH SHOULDER CONSTRUCTION | STA | 17.476 | 2,534.02
|
| | 16.764 | 2,430.78
|
| | 0.000 | 0.00
|
| | |
|
0027 9173.20 | 2.30 | 2,766.000 | 6,361.80
|
SUBGRADE PREPARATION | SY | 2,766.000 | 6,361.80
|
| | 2,744.014 | 6,311.23
|
| | 24.432 | 56.19
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | Contracted | 157,114.26
|
| | Current | 157,114.26
|
| | In place | 166,487.93
|
| | This Estimate | 1,341.38
|
| | |
|
GROUP 4 CULVERTS | | |
|
0028 0030.40 | 1,104.86 | 1.000 | 1,104.86
|
MOBILIZATION | LS | 1.000 | 1,104.86
|
| | 1.000 | 1,104.86
|
| | 0.000 | 0.00
|
| | |
|
0029 1119.00 | 608.00 | 2.000 | 1,216.00
|
REMOVE INLET | EACH | 2.000 | 1,216.00
|
| | 2.000 | 1,216.00
|
| | 0.000 | 0.00
|
| | |
|
0030 4002.00 | 1.23 | 250.000 | 307.50
|
CAST IRON COVER AND FRAME | LB | 250.000 | 307.50
|
| | 250.000 | 307.50
|
| | 0.000 | 0.00
|
| | |
|
0031 4043.50 | 12.15 | 28.000 | 340.20
|
REMOVE SEWER PIPE | LF | 28.000 | 340.20
|
| | 7.500 | 91.13
|
| | 0.000 | 0.00
|
| | |
|
0032 4044.00 | 1,455.00 | 1.000 | 1,455.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 1,455.00
|
AT STA. 620+92.51 | | 1.000 | 1,455.00
|
| | 0.000 | 0.00
|
| | |
|
0033 4051.01 | 28.95 | 11.000 | 318.45
|
EXCAVATION FOR BOX CULVERTS | CY | 11.000 | 318.45
|
| | 11.000 | 318.45
|
| | 0.000 | 0.00
|
| | |
|
0034 4101.06 | 715.25 | 7.310 | 5,228.48
|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT | CY | 7.310 | 5,228.48
|
| | 7.310 | 5,228.48
|
| | 0.000 | 0.00
|
| | |
|
0035 4105.59 | 363.15 | 9.910 | 3,598.82
|
CLASS 47B-3000 CONCRETE FOR INLET AND JUNCTION BOX | CY | 9.910 | 3,598.82
|
| | 3.510 | 1,274.66
|
| | 0.000 | 0.00
|
| | |
|
0036 4107.07 | 200.00 | 1.730 | 346.00
|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR CONCRETE COLLARS | CY | 1.730 | 346.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0037 4151.00 | 1.05 | 606.000 | 636.30
|
REINFORCING STEEL FOR BOX CULVERT | LB | 606.000 | 636.30
|
| | 606.000 | 636.30
|
| | 0.000 | 0.00
|
| | |
|
0038 4155.50 | 1.32 | 580.000 | 765.60
|
REINFORCING STEEL FOR INLET AND JUNCTION BOX | LB | 580.000 | 765.60
|
| | 259.000 | 341.88
|
| | 0.000 | 0.00
|
| | |
|
0039 4157.00 | 1.45 | 128.000 | 185.60
|
REINFORCING STEEL FOR COLLARS | LB | 128.000 | 185.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0040 4600.15 | 40.15 | 25.000 | 1,003.75
|
15" REINFORCED CONCRETE SEWER PIPE | LF | 25.000 | 1,003.75
|
| | 8.000 | 321.20
|
| | 0.000 | 0.00
|
| | |
|
0041 4600.36 | 83.55 | 14.000 | 1,169.70
|
36" REINFORCED CONCRETE SEWER PIPE | LF | 14.000 | 1,169.70
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4 CULVERTS | | Contracted | 17,676.25
|
| | Current | 17,676.25
|
| | In place | 12,295.46
|
| | This Estimate | 0.00
|
| | |
|
GROUP 8B ELECTRICAL | | |
|
0042 A001.01 | 635.00 | 15.000 | 9,525.00
|
PULL BOX, TYPE PB-1 | EACH | 15.000 | 9,525.00
|
| | 15.000 | 9,525.00
|
| | 0.000 | 0.00
|
| | |
|
0043 A004.00 | 785.00 | 7.000 | 5,495.00
|
TRAFFIC SIGNAL, TYPE TS-1 | EACH | 7.000 | 5,495.00
|
| | 7.000 | 5,495.00
|
| | 7.000 | 5,495.00
|
| | |
|
0044 A004.04 | 1,292.00 | 1.000 | 1,292.00
|
TRAFFIC SIGNAL, TYPE TS-1LL | EACH | 1.000 | 1,292.00
|
| | 1.000 | 1,292.00
|
| | 1.000 | 1,292.00
|
| | |
|
0045 A006.15 | 480.00 | 8.000 | 3,840.00
|
PEDESTRIAN SIGNAL, TYPE PS-1 | EACH | 8.000 | 3,840.00
|
| | 8.000 | 3,840.00
|
| | 8.000 | 3,840.00
|
| | |
|
0046 A006.70 | 93.00 | 4.000 | 372.00
|
PEDESTRIAN PUSHBUTTON, TYPE PPB | EACH | 4.000 | 372.00
|
| | 4.000 | 372.00
|
| | 4.000 | 372.00
|
| | |
|
0047 A007.00 | 260.00 | 4.000 | 1,040.00
|
VEHICLE DETECTOR, TYPE B PREFORMED | EACH | 4.000 | 1,040.00
|
| | 4.000 | 1,040.00
|
| | 0.000 | 0.00
|
| | |
|
0048 A007.15 | 485.00 | 4.000 | 1,940.00
|
VEHICLE DETECTOR, TYPE TD-5 | EACH | 4.000 | 1,940.00
|
| | 4.000 | 1,940.00
|
| | 4.000 | 1,940.00
|
| | |
|
0049 A011.40 | 5,355.00 | 2.000 | 10,710.00
|
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-35-12 | EACH | 2.000 | 10,710.00
|
| | 2.000 | 10,710.00
|
| | 2.000 | 10,710.00
|
| | |
|
0050 A011.65 | 5,400.00 | 2.000 | 10,800.00
|
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-40-12 | EACH | 2.000 | 10,800.00
|
| | 2.000 | 10,800.00
|
| | 2.000 | 10,800.00
|
| | |
|
0051 A070.10 | 4.00 | 597.000 | 2,388.00
|
1 1/2-INCH CONDUIT IN TRENCH | LF | 597.000 | 2,388.00
|
| | 597.000 | 2,388.00
|
| | 297.000 | 1,188.00
|
| | |
|
0052 A070.14 | 4.78 | 1,713.000 | 8,188.14
|
2-INCH CONDUIT IN TRENCH | LF | 1,713.000 | 8,188.14
|
| | 1,713.000 | 8,188.14
|
| | 288.000 | 1,376.64
|
| | |
|
0053 A070.18 | 5.95 | 29.000 | 172.55
|
3-INCH CONDUIT IN TRENCH | LF | 29.000 | 172.55
|
| | 30.000 | 178.50
|
| | 0.000 | 0.00
|
| | |
|
0054 A072.10 | 6.65 | 163.000 | 1,083.95
|
1 1/2-INCH CONDUIT UNDER ROADWAY | LF | 163.000 | 1,083.95
|
| | 163.000 | 1,083.95
|
| | 101.000 | 671.65
|
| | |
|
0055 A072.14 | 7.25 | 166.000 | 1,203.50
|
2-INCH CONDUIT UNDER ROADWAY | LF | 166.000 | 1,203.50
|
| | 166.000 | 1,203.50
|
| | 104.000 | 754.00
|
| | |
|
0056 A073.12 | 7.05 | 110.000 | 775.50
|
2-INCH CONDUIT UNDER SIDEWALK | LF | 110.000 | 775.50
|
| | 110.000 | 775.50
|
| | 22.000 | 155.10
|
| | |
|
0057 A074.14 | 8.60 | 411.000 | 3,534.60
|
2-INCH CONDUIT, JACKED | LF | 411.000 | 3,534.60
|
| | 411.000 | 3,534.60
|
| | 146.000 | 1,255.60
|
| | |
|
0058 A074.18 | 11.70 | 78.000 | 912.60
|
3-INCH CONDUIT, JACKED | LF | 78.000 | 912.60
|
| | 78.000 | 912.60
|
| | 0.000 | 0.00
|
| | |
|
0059 A077.12 | 0.85 | 437.000 | 371.45
|
2/C #14 AWG TRAFFIC SIGNAL CABLE | LF | 437.000 | 371.45
|
| | 437.000 | 371.45
|
| | 437.000 | 371.45
|
| | |
|
0060 A077.17 | 1.20 | 2,662.000 | 3,194.40
|
7/C #14 AWG TRAFFIC SIGNAL CABLE | LF | 2,662.000 | 3,194.40
|
| | 2,753.000 | 3,303.60
|
| | 2,753.000 | 3,303.60
|
| | |
|
0061 A077.22 | 2.65 | 437.000 | 1,158.05
|
12/C #14 AWG TRAFFIC SIGNAL CABLE | LF | 437.000 | 1,158.05
|
| | 437.000 | 1,158.05
|
| | 437.000 | 1,158.05
|
| | |
|
0062 A079.01 | 0.85 | 428.000 | 363.80
|
2/C #14 AWG DETECTOR LEAD-IN CABLE | LF | 428.000 | 363.80
|
| | 428.000 | 363.80
|
| | 428.000 | 363.80
|
| | |
|
0063 A079.50 | 0.58 | 2,928.000 | 1,698.24
|
GROUNDING CONDUCTOR | LF | 2,928.000 | 1,698.24
|
| | 2,928.000 | 1,698.24
|
| | 2,928.000 | 1,698.24
|
| | |
|
0064 A079.55 | 0.75 | 692.000 | 519.00
|
SERVICE CABLE | LF | 692.000 | 519.00
|
| | 692.000 | 519.00
|
| | 692.000 | 519.00
|
| | |
|
0065 A080.22 | 0.70 | 760.000 | 532.00
|
STREET LIGHTING CABLE, NO. 6 BARE | LF | 760.000 | 532.00
|
| | 760.000 | 532.00
|
| | 760.000 | 532.00
|
| | |
|
0066 A080.24 | 0.70 | 1,520.000 | 1,064.00
|
STREET LIGHTING CABLE, NO. 6 USE | LF | 1,520.000 | 1,064.00
|
| | 1,520.000 | 1,064.00
|
| | 1,520.000 | 1,064.00
|
| | |
|
0067 A500.20 | 689.00 | 1.000 | 689.00
|
INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE TC-170 | EACH | 1.000 | 689.00
|
| | 1.000 | 689.00
|
| | 1.000 | 689.00
|
| | |
|
0068 A600.00 | 320.00 | 2.000 | 640.00
|
REMOVE LIGHTING UNIT | EACH | 2.000 | 640.00
|
| | 2.000 | 640.00
|
| | 0.000 | 0.00
|
| | |
|
0069 A700.20 | 985.00 | 3.000 | 2,955.00
|
RELOCATE STREET LIGHTING UNIT | EACH | 3.000 | 2,955.00
|
| | 3.000 | 2,955.00
|
| | 3.000 | 2,955.00
|
| | |
|
0070 0030.81 | 1,135.00 | 1.000 | 1,135.00
|
MOBILIZATION | LS | 1.000 | 1,135.00
|
| | 1.000 | 1,135.00
|
| | 1.000 | 1,135.00
|
| | |
|
GROUP 8B ELECTRICAL | | Contracted | 77,592.78
|
| | Current | 77,592.78
|
| | In place | 77,707.93
|
| | This Estimate | 53,639.13
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0071 0001.08 | 0.50 | 2,000.000 | 1,000.00
|
BARRICADE, TYPE II | BDAY | 2,000.000 | 1,000.00
|
| | 3,472.000 | 1,736.00
|
| | 36.000 | 18.00
|
| | |
|
0072 0001.10 | 3.00 | 664.000 | 1,992.00
|
BARRICADE, TYPE III | BDAY | 664.000 | 1,992.00
|
| | 1,744.000 | 5,232.00
|
| | 270.000 | 810.00
|
| | |
|
0073 0001.75 | 2.20 | 240.000 | 528.00
|
TEMPORARY SIGN DAY | EACH | 240.000 | 528.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0074 0001.90 | 0.50 | 2,158.000 | 1,079.00
|
SIGN DAY | EACH | 2,158.000 | 1,079.00
|
| | 3,269.000 | 1,634.50
|
| | 655.000 | 327.50
|
| | |
|
0075 0002.97 | 45.00 | 80.000 | 3,600.00
|
FLASHING ARROW PANEL | DAY | 80.000 | 3,600.00
|
| | 84.000 | 3,780.00
|
| | 1.000 | 45.00
|
| | |
|
0076 0003.10 | 235.00 | 20.000 | 4,700.00
|
FLAGGING | DAY | 20.000 | 4,700.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0077 0010.04 | 1,000.00 | 1.000 | 1,000.00
|
FIELD OFFICE | EACH | 1.000 | 1,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0078 0030.00 | 555.00 | 1.000 | 555.00
|
MOBILIZATION | LS | 1.000 | 555.00
|
| | 1.000 | 555.00
|
| | 0.000 | 0.00
|
| | |
|
0079 0001.30 | 2.31 | 0.000 | 0.00
|
TYPE "B" HIGH INTENSITY WARNING LIGHTS | LDAY | 32.000 | 73.92
|
| | 394.000 | 910.14
|
| | 0.000 | 0.00
|
| | |
|
0080 7500.04 | 1.90 | 0.000 | 0.00
|
4" WHITE LINE | LF | 385.000 | 731.50
|
| | 689.000 | 1,309.10
|
| | 0.000 | 0.00
|
| | |
|
0081 7500.03 | 1.90 | 0.000 | 0.00
|
4" YELLOW LINE | LF | 3,045.000 | 5,785.50
|
| | 3,196.000 | 6,072.40
|
| | 0.000 | 0.00
|
| | |
|
0082 7500.12 | 5.50 | 0.000 | 0.00
|
12" WHITE LINE | LF | 400.000 | 2,200.00
|
| | 499.000 | 2,744.50
|
| | 0.000 | 0.00
|
| | |
|
0083 7500.13 | 5.50 | 0.000 | 0.00
|
12" YELLOW LINE | LF | 120.000 | 660.00
|
| | 202.000 | 1,111.00
|
| | 0.000 | 0.00
|
| | |
|
0084 0002.30 | 0.80 | 0.000 | 0.00
|
PAVEMENT MARKING REMOVAL | LF | 1,000.000 | 800.00
|
| | 2,676.000 | 2,140.80
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 14,454.00
|
| | Current | 24,704.92
|
| | In place | 27,225.44
|
| | This Estimate | 1,200.50
|
| | |
|
Totals for contract | | Contracted | 315,899.99
|
---|
| | Current | 326,150.91
|
---|
| | In place | 334,852.97
|
---|
| | This Estimate | 63,091.01
|
---|