Engineer's Estimate |
|
|
|
|
|
|
BASE BID
ITEMS* |
|
|
|
|
|
|
|
|
|
BID |
|
|
|
BID AMOUNT |
|
|
|
|
|
|
ITEM |
|
|
|
ESTIMATED |
|
Tucson, Inc |
Miller Bros. Construction |
Vernon Nagel |
NO. |
DESCRIPTION |
QUANTITY |
UNIT |
UNIT RATE |
SUBTOTAL |
UNIT RATE |
SUBTOTAL |
UNIT RATE |
SUBTOTAL |
1000 |
|
General Conditions |
|
|
|
|
|
|
|
|
1010 |
|
|
Insurance, Bonds, and Permits |
1 |
LS |
$ 15,525.00 |
$ 15,525.00 |
$
8,314.88 |
$ 8,314.88 |
$ 25,000.00 |
$ 25,000.00 |
1020 |
|
|
Mobilization/Demobilization and Equipment
Preperation** |
1 |
LS |
$ 27,500.00 |
$ 27,500.00 |
$ 27,900.00 |
$ 27,900.00 |
$ 26,000.00 |
$ 26,000.00 |
1030 |
|
|
Construction Control and Staking/Surveying |
1 |
LS |
$ 11,000.00 |
$ 11,000.00 |
$
6,202.23 |
$ 6,202.23 |
$
7,500.00 |
$ 7,500.00 |
1050 |
|
|
Contractor Health and Safety Plan |
1 |
LS |
$
500.00 |
$ 500.00 |
$ 11,466.04 |
$ 11,466.04 |
$
250.00 |
$ 250.00 |
1060 |
|
|
Project Control/Management |
1 |
LS |
$ 79,000.00 |
$ 79,000.00 |
$ 62,655.60 |
$ 62,655.60 |
$ 70,000.00 |
$ 70,000.00 |
2000 |
|
Site
Preparation |
|
|
|
|
|
|
|
|
2010 |
|
|
Surface
Water Management |
1 |
LS |
$ 14,000.00 |
$ 14,000.00 |
$ 25,451.89 |
$ 25,451.89 |
$
7,500.00 |
$ 7,500.00 |
2020 |
|
|
Erosion
Control and Sedimentation Control |
1 |
LS |
$
2,500.00 |
$ 2,500.00 |
$ 23,203.11 |
$ 23,203.11 |
$
2,500.00 |
$ 2,500.00 |
3000 |
|
Cell
Excavation and Structural Fill |
|
|
|
|
|
|
|
|
3010 |
|
|
Clay
Excavation Hauled to stockpile from Phase 6 |
500 |
CY |
$
32.00 |
$ 16,000.00 |
$
3.49 |
$ 1,745.00 |
$
2.00 |
$ 1,000.00 |
3030 |
|
|
Phase 6
Structural Fill |
1,000 |
SY |
$
5.50 |
$ 5,500.00 |
$
2.16 |
$ 2,160.00 |
$
2.00 |
$ 2,000.00 |
4000 |
|
Cell
Composite Liner Construction |
|
|
|
|
|
|
|
|
4010 |
|
|
RSL
Placement |
32,000 |
SY |
$
4.20 |
$ 134,400.00 |
$
2.69 |
$ 86,080.00 |
$
4.00 |
$ 128,000.00 |
4020 |
|
|
Phase 6
Surface Finishing/Geosynthetic Placement Preparations |
286,625 |
SF |
$
0.06 |
$ 17,197.50 |
$
0.07 |
$ 20,063.75 |
$
0.06 |
$ 17,197.50 |
4030 |
|
|
Anchor
Trench Construction |
550 |
LF |
$
3.85 |
$ 2,117.50 |
$
8.48 |
$ 4,664.00 |
$
10.00 |
$ 5,500.00 |
4040 |
|
|
60 MIL
HDPE Liner |
286,625 |
SF |
$
0.74 |
$ 212,102.50 |
$
0.64 |
$ 183,440.00 |
$
0.65 |
$ 186,306.25 |
4050 |
|
|
Tie-in
Preparation |
1,150 |
LF |
$
15.00 |
$ 17,250.00 |
$
27.46 |
$ 31,579.00 |
$
22.00 |
$ 25,300.00 |
4060 |
|
|
Future
Phase 6/12 Tie-in |
600 |
LF |
$
16.00 |
$ 9,600.00 |
$
8.86 |
$ 5,316.00 |
$
15.00 |
$ 9,000.00 |
4070 |
|
|
Geotextile
Cushion Layer |
286,625 |
SF |
$
0.32 |
$ 91,720.00 |
$
0.28 |
$ 80,255.00 |
$
0.28 |
$ 80,255.00 |
5000 |
|
Cell
Leachate Collection and Removal System |
|
|
|
|
|
|
|
|
5010 |
|
|
LCRS
Granular Material |
32,000 |
SY |
$
10.75 |
$ 344,000.00 |
$
12.58 |
$ 402,560.00 |
$
9.35 |
$ 299,200.00 |
5020 |
|
|
Geotextile
Filter Layer |
286,625 |
SF |
$
0.32 |
$ 91,720.00 |
$
0.28 |
$ 80,255.00 |
$
0.28 |
$ 80,255.00 |
5030 |
|
|
6"
Perforated HDPE Leachate Collection Pipe (w/ Sock and connections) |
1,100 |
LF |
$
15.00 |
$ 16,500.00 |
$
25.02 |
$ 27,522.00 |
$
18.00 |
$ 19,800.00 |
5040 |
|
|
Phase
6/12 Rain Flap |
600 |
LF |
$
18.00 |
$ 10,800.00 |
$
28.02 |
$ 16,812.00 |
$
25.00 |
$ 15,000.00 |
8000 |
|
Finish
Work |
|
|
|
|
|
|
|
|
8010 |
|
|
Prepare,
Fertilizer, Seed, and Mulch Disturbed Areas |
2 |
AC |
$
2,000.00 |
$ 4,000.00 |
$
3,100.00 |
$ 6,200.00 |
$
2,500.00 |
$ 5,000.00 |
9000 |
|
Allowance
Items |
|
|
|
|
|
|
|
|
9010 |
|
|
Landfill
Materials Handling per Cubic Yard (estimate 250CY) |
250 |
CY |
$
3.00 |
$ 750.00 |
$
8.73 |
$ 2,182.50 |
$
2.00 |
$ 500.00 |
|
|
|
|
|
|
|
|
$ 1,123,682.50 |
|
$ 1,116,028.00 |
|
$ 1,013,063.75 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
* |
All Bids for
Work listed in this Bid Form shall include everything required to complete
the Work in order to meet the requirements and specifications within the Bid
Documents and Bid Contracts to ensure each item is 100% operational without
any additional requirements or cost. |
|
|
|
|
|
|
** |
Item 1020 costs are not to exceed 2.5% of
total bid |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|