|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| BID |
COUNTY
LINE/MAIN STREET SIDEWALK AND ASPHALT PATH EXTENSION |
|
ESTIMATED QUANTITIES |
A&M CONSTRUCTION CO., LLC=
|
CORTIS BROS EXC.=
, INC. |
BODDY CONSTRUCTI=
ON |
ZUNIGA CEMENT
| FLORENCE CEMENT<=
/td>
| ABC PAVING COMPA=
NY |
D&E
LANSCAPING, INC. |
ACTION TRAFFIC MAINTENANCE |
|
|
|
|
| Sep=
tember 17,
2008 |
|
UNIT |
ESTIMATED |
UNIT |
ESTIMATED |
UNIT |
ESTIMATED |
UNIT |
ESTIMATED |
UNIT |
ESTIMATED |
UNIT |
ESTIMATED |
UNIT |
ESTIMATED |
UNIT |
ESTIMATED |
|
|
|
|
| ITEM |
DESCRIPTION OF WORK ITEM |
UNIT |
PRICE |
TOTAL |
PRICE |
TOTAL |
PRICE |
TOTAL |
PRICE |
TOTAL |
PRICE |
TOTAL |
PRICE |
TOTAL |
PRICE |
TOTAL |
PRICE |
TOTAL |
|
|
|
|
| 1 |
MOBILIZATION (5%
Max) |
LS |
1 |
$ 3,671.77 |
$
3,671.77 |
$
3,500.00 |
$
3,500.00 |
$ 3,780.00 |
$ 3,780.00 |
$4,500.00 |
$
4,500.00 |
$
4,500.00 |
$ 4,500.00 |
$
2,261.39 |
$ 2,261.39 |
$ 3,700.00 |
$ 3,700.00 |
$
6,000.00 |
$ 6,000.00 |
|
|
|
|
| 2 |
AUDIO-VIDEO COVERAGE
| LS |
1 |
$ 1,000.00 |
$
1,000.00 |
$ 600.00 |
$ 600.00 |
$ 1,063.80 |
$ 1,063.80 |
$1,300.00 |
$
1,300.00 |
$
1,350.00 |
$ 1,350.00 |
$
1,686.92 |
$ 1,686.92 |
$ 1,240.00 |
$ 1,240.00 |
$
1,100.00 |
$ 1,100.00 |
|
|
|
|
| 3 |
SOIL EROSION |
LS |
1 |
$ 918.00 |
$ 918.00 |
$ 850.00 |
$ 850.00 |
$ 972.00 |
$ 972.00 <=
/td>
| $1,200.00 |
$
1,200.00 |
$ 850.00 |
$ 85=
0.00 |
$
1,927.91 |
$ 1,927.91 |
$ 1,675.00 |
$ 1,675.00 |
$
1,900.00 |
$ 1,900.00 |
|
|
|
|
| 4 |
SIGN, TYPE 1 ERECT, SALV |
EA |
2 |
$ 100.00 |
$ 200.00 |
$ 260.00 |
$ 520.00 |
$ 216.00 |
$ 432.00 <=
/td>
| $ 100.00 |
$ 200.00 |
$ 215.00 |
$ 43=
0.00 |
$ 481.97 |
$ 963.94 <=
/td>
| $ 150.00 <=
/td>
| $ 30=
0.00 |
$ 580.00 |
$ 1,160.00 |
|
|
|
|
| 5 |
REMOVE EXISTING FENCE |
LF |
27 |
$ 12.96
| $ 349.92 |
$
9.00 |
$ 243.00 |
$ 9.=
72 |
$ 262.44 <=
/td>
| $ 15.00 |
$ 405.00 |
$ 20.00
| $ 54=
0.00 |
$ 24.71
| $ 667.17 <=
/td>
| $ 46=
.00 |
$ 1,242.00 |
$ 14.00
| $ 37=
8.00 |
|
|
|
|
| 6 |
TREE, REM, 6 INCH TO 24 INCH |
EA |
5 |
$ 110.00 |
$ 550.00 |
$ 400.00 |
$
2,000.00 |
$ 648.00 |
$ 3,240.00 |
$ 400.00 |
$
2,000.00 |
$ 425.00 |
$ 2,125.00 |
$ 481.97 |
$ 2,409.85 |
$ 530.00 <=
/td>
| $ 2,650.00 |
$ 750.00 |
$ 3,750.00 |
|
|
|
|
| 7 |
TREE TRIMMING & REMOVAL OF SMALL TREES BUSHES |
LS |
1 |
$ 400.00 |
$ 400.00 |
$
1,800.00 |
$
1,800.00 |
$ 1,620.00 |
$ 1,620.00 |
$3,200.00 |
$
3,200.00 |
$ 600.00 |
$ 60=
0.00 |
$
2,409.88 |
$ 2,409.88 |
$ 1,300.00 |
$ 1,300.00 |
$
2,500.00 |
$ 2,500.00 |
|
|
|
|
| 8 |
PAVEMENT REMOVAL |
SY |
71 |
$ 21.47
| $
1,524.37 |
$ 12.00
| $ 852.00 |
$ 7.=
56 |
$ 536.76 <=
/td>
| $ 12.00 |
$ 852.00 |
$ 14.00
| $ 99=
4.00 |
$ 26.66
| $ 1,892.86 |
$ 15=
.00 |
$ 1,065.00 |
$ 15.00
| $ 1,065.00 |
|
|
|
|
| 9 |
SIDEWALK REMOVAL |
SY |
182 |
$ 8.=
86 |
$
1,612.52 |
$
6.00 |
$
1,092.00 |
$ 7.=
56 |
$ 1,375.92 |
$ 7.=
50 |
$
1,365.00 |
$ 13.80
| $ 2,511.60 |
$ 23.04
| $ 4,193.28 |
$ 11=
.30 |
$ 2,056.60 |
$
7.00 |
$ 1,274.00 |
|
|
|
|
| 10 |
EARTHWORK AND GRADING |
LS |
1 |
$ 2,793.00 |
$
2,793.00 |
$15,000.00 |
$15,000.00 |
$ 5,779.06 |
$ 5,779.06 |
$4,500.00 |
$
4,500.00 |
$11,000.00 |
$
11,000.00 |
$15,505.44 |
$
15,505.44 |
$ 14,500.00 |
$ 14,500.00 |
$31,972.00 |
$
31,972.00 |
|
|
|
|
| 11 |
CULV REM, LESS THAN 24 INCH |
LF |
124 |
$ 8.=
63 |
$
1,070.12 |
$
9.50 |
$
1,178.00 |
$ 11.47 |
$ 1,422.28 |
$ 10.00 |
$
1,240.00 |
$ 15.10
| $ 1,872.40 |
$ 17.19
| $ 2,131.56 |
$ 19=
.70 |
$ 2,442.28 |
$ 22.00
| $ 2,728.00 |
|
|
|
|
| 12 |
SHOULDER, CL3, 3 INCH |
SY |
1725 |
$ 0.=
98 |
$
1,690.50 |
$
2.60 |
$
4,485.00 |
$ 3.=
93 |
$ 6,779.25 |
$ 6.=
50 |
$11,212.50 |
$
5.00 |
$ 8,625.00 |
$
5.42 |
$ 9,349.50 |
$ &nbs=
p;
2.80 |
$ 4,830.00 |
$
5.00 |
$ 8,625.00 |
|
|
|
|
| 13 |
12 INCH C76 CL4 |
LF |
60 |
$ 64.67
| $
3,880.20 |
$ 45.00
| $
2,700.00 |
$ 29.00 |
$ 1,740.00 |
$ 75.00 |
$
4,500.00 |
$ 55.00
| $ 3,300.00 |
$ 44.69
| $ 2,681.40 |
$ 202.00 <=
/td>
| $ 12,120.00 |
$ 120.00 |
$ 7,200.00 |
|
|
|
|
| 14 |
6 INCH PERFORATED UNDERDRAIN |
LF |
150 |
$ 23.78
| $
3,567.00 |
$ 11.00
| $
1,650.00 |
$ 5.=
94 |
$ 891.00 <=
/td>
| $ 6.=
00 |
$ 900.00 |
$ 15.75
| $ 2,362.50 |
$ 14.46
| $ 2,169.00 |
$ 13=
.70 |
$ 2,055.00 |
$ 25.00
| $ 3,750.00 |
|
|
|
|
| 15 |
DR STRUCTURE, 3' DIA |
EA |
1 |
$ 769.00 |
$ 769.00 |
$
1,500.00 |
$
1,500.00 |
$ 1,080.00 |
$ 1,080.00 |
$1,200.00 |
$
1,200.00 |
$
1,100.00 |
$ 1,100.00 |
$
1,746.87 |
$ 1,746.87 |
$ 4,100.00 |
$ 4,100.00 |
$
3,800.00 |
$ 3,800.00 |
|
|
|
|
| 16 |
DR STRUCTURE, 4' DIA |
EA |
1 |
$ 786.00 |
$ 786.00 |
$
1,600.00 |
$
1,600.00 |
$ 1,485.00 |
$ 1,485.00 |
$1,500.00 |
$
1,500.00 |
$
1,385.00 |
$ 1,385.00 |
$
1,923.71 |
$ 1,923.71 |
$ 6,000.00 |
$ 6,000.00 |
$
4,100.00 |
$ 4,100.00 |
|
|
|
|
| 17 |
DR STRUCTURES COVERS |
LB |
1500 |
$ 0.=
95 |
$
1,425.00 |
$
1.20 |
$
1,800.00 |
$ 1.=
04 |
$ 1,560.00 |
$ 1.=
15 |
$
1,725.00 |
$
1.10 |
$ 1,650.00 |
$
1.51 |
$ 2,265.00 |
$ &nbs=
p;
2.45 |
$ 3,675.00 |
$
3.00 |
$ 4,500.00 |
|
|
|
|
| 18 |
HMA FULL DEPTH REPLACEMENT |
SY |
32 |
$ 93.68
| $
2,677.76 |
$ 70.00
| $
2,240.00 |
$ 80.82 |
$ 2,586.24 |
$ 125.00 |
$
4,000.00 |
$ 67.40
| $ 2,156.80 |
$ 114.79 |
$ 3,673.28 |
$ 122.00 <=
/td>
| $ 3,904.00 |
$ 85.00
| $ 2,720.00 |
|
|
|
|
| 19 |
HMA 1300T 20AAA, WEARING |
TN |
38 |
$ 143.00 |
$
5,434.00 |
$ 93.00
| $
3,534.00 |
$ 97.20 |
$ 3,693.60 |
$ 225.00 |
$
8,550.00 |
$ 135.00 |
$ 5,130.00 |
$ 121.60 |
$ 4,620.80 |
$ 145.00 <=
/td>
| $ 5,510.00 |
$ 85.00
| $ 3,230.00 |
|
|
|
|
| 20 |
HMA 1300L 20AAA, LEVELING COURSE |
TN |
51 |
$ 143.00 |
$
7,293.00 |
$ 91.00
| $
4,641.00 |
$ 96.12 |
$ 4,902.12 |
$ 225.00 |
$11,475.00 |
$ 105.00 |
$ 5,355.00 |
$ 121.18 |
$ 6,180.18 |
$ 146.00 <=
/td>
| $ 7,446.00 |
$ 85.00
| $ 4,335.00 |
|
|
|
|
| 21 |
AGGREGRATE BASE, 6 INCH |
SY |
410 |
$ 12.00
| $
4,920.00 |
$
5.50 |
$
2,255.00 |
$ 5.=
54 |
$ 2,271.40 |
$ 6.=
50 |
$
2,665.00 |
$
7.30 |
$ 2,993.00 |
$
8.67 |
$ 3,554.70 |
$ 10=
.10 |
$ 4,141.00 |
$
7.70 |
$ 3,157.00 |
|
|
|
|
| 22 |
SIDEWALK, CONC. 4 INCH |
SY |
510 |
$ 38.41
| $ 19,589.10 |
$ 27.50
| $14,025.00 |
$ 29.16 |
$ 14,871.60 |
$ 38.10 |
$19,431.00 |
$ 40.25
| $
20,527.50 |
$ 40.68
| $
20,746.80 |
$ 23=
.26 |
$ 11,862.60 |
$ 31.00
| $
15,810.00 |
|
|
|
|
| 23 |
SIDEWALK, CONC. 6 INCH |
SY |
23 |
$ 51.67
| $
1,188.41 |
$ 32.00
| $ 736.00 |
$ 34.02 |
$ 782.46 <=
/td>
| $ 43.00 |
$ 989.00 |
$ 46.40
| $ 1,067.20 |
$ 63.25
| $ 1,454.75 |
$ 23=
.26 |
$ 53=
4.98 |
$ 36.00
| $ 82=
8.00 |
|
|
|
|
| 24 |
CONCRETE APPROACH, 6 INCH |
SY |
53 |
$ 55.67
| $
2,950.51 |
$ 32.00
| $
1,696.00 |
$ 34.02 |
$ 1,803.06 |
$ 44.50 |
$
2,358.50 |
$ 46.40
| $ 2,459.20 |
$ 37.96
| $ 2,011.88 |
$ 45=
.90 |
$ 2,432.70 |
$ 36.00
| $ 1,908.00 |
|
|
|
|
| 25 |
SUBGRADE UNDERCUTTING (ALLOWANCE) |
CY |
25 |
$ 27.00
| $ 675.00 |
$ 21.00
| $ 525.00 |
$ 25.43 |
$ 635.75 <=
/td>
| $ 13.80 |
$ 345.00 |
$ 47.85
| $ 1,196.25 |
$ 73.43
| $ 1,835.75 |
$ 50=
.00 |
$ 1,250.00 |
$ 48.00
| $ 1,200.00 |
|
|
|
|
| 26 |
TRAFFIC CONTROL |
LS |
1 |
$ 1,282.32 |
$
1,282.32 |
$
2,200.00 |
$
2,200.00 |
$ 9,426.24 |
$ 9,426.24 |
$2,000.00 |
$
2,000.00 |
$
5,800.00 |
$ 5,800.00 |
$
3,614.82 |
$ 3,614.82 |
$ 4,000.00 |
$ 4,000.00 |
$
5,000.00 |
$ 5,000.00 |
|
|
|
|
| 27 |
GRADING AND RESTORATION |
SY |
530 |
$ 5.=
25 |
$
2,782.50 |
$
5.00 |
$
2,650.00 |
$ 3.=
45 |
$ 1,828.50 |
$ 4.=
50 |
$
2,385.00 |
$
9.60 |
$ 5,088.00 |
$
9.67 |
$ 5,125.10 |
$ &nbs=
p;
6.65 |
$ 3,524.50 |
$ 17.00
| $ 9,010.00 |
|
|
|
|
| |
TOTAL BID FOR ALL UNIT PRICES |
|
|
|
$ 75,000.00 |
|
$75,872.00 |
|
$ 76,820.48 |
|
$95,998.00 |
|
$
96,968.45 |
|
$109,003.74 |
|
$ 109,556.66 |
|
$133,000.00 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
------=_NextPart_01C91E3E.A8FF9EA0
Content-Location: file:///C:/58545C82/07-4603bidtab_files/filelist.xml
Content-Transfer-Encoding: quoted-printable
Content-Type: text/xml; charset="utf-8"