HomeMy WebLinkAboutCost EstimateEMERALD FOREST PH ASE 11-C
PROBABLE CONSTRUCTION COST
Paving & Site Improvements
NO. DESCRIPTION UNIT QTY. UNIT COST
1 Excavation CY 2580 $ 3.50
2 2" H.M.A.C SY 3775 $ 5.00
3 6" Flexible Base SY 4550 $ 8.00
4 Lime Treatment (6" depth) SY 4550 $ 3.00
5 Type 3 Reinforced Concrete Curb & Gutter SF 2275 $ 7.00
6 4" Reinforced Concrete Sidewalk SF 4800 $ 3.00
7 Reinf. Concrete Handicap Ramp EA 3 $ 500.00
8 Sawcut, tie and repair street EA 1 $ 2,000.00
9 Reinforced Concrete Valley Gutter SF 250 $ 4.00
10 Silt Fencing (Erosion Control) LF 1275 $ 1.25
TOTAL COST
$ 9,030.00
$ 18,875.00
$ 36,400.00
$ 13,650.00
$ 15,925.00
$ 14,400.00
$ 1,500.00
$ 2,000.00
$ 1,000.00
$ 1,593.75
TOTAL PAVING & SITE COST $ 114,373.75/
Alternate Paving & Site Improvements
NO. DESCRIPTION UNIT QTY. UNIT COST TOTAL COST
1 Excavation (6" depth) CY 2860 $ 3.50 $ 10,010.00
2 5" H.M.A.C (Txdot item 340) SY 3775 $ 12.50 $ 47,187.50
3 6" Lime Stabilized subQrade SY 4550 $ 3.00 $ 13,650.00
5 Type 3 Reinforced Concrete Curb & Gutter LF 2275 $ 7.00 $ 15,925.00
6 4" Reinforced Concrete Sidewalk SF 4800 $ 3.00 $ 14,400.00
7 Reinf. Concrete Handicap Ramp EA 3 $ 500.00 $ 1,500.00
8 Sawcut, tie and repair street EA 1 $ 2,000.00 $ 2,000.00
9 Reinforced Concrete Valley Gutter SF 250 $ 4.00 $ 1,000.00
10 Silt Fencing (Erosion Control) LF 1275 $ 1.25 $ 1,593.75
TOTAL PAVING & SITE COST $ 107,266.25 /
DRAINAGE IMPROVEMENTS
NO. DESCRIPTION UNIT QTY. UNIT COST TOTAL COST
$0.00
$0.00
TOTAL DRAINAGE IMPROVEMENTS COST $0.00
ProbCost 11-C
REVIEWED FOR
\ C0~/10~ I,, "-'CE
AUG O 7 2001
COLLEGE STAI ilJPJ
ENGINEERING
1 ?. 3o· '='I
EMERALD FOREST PHASE 11-C
PROBABLE CONSTRUCTION COST
WATER IMPROVEMENTS
NO. DESCRIPTION
11 6" PVC C900 Non-Structural Fill
12 6" PVC C900 Structural Fill
13 Std. Fire Hydrant Assembly
14 6" M.J. Gate Valve & Box
15 6"-22.5° M.J. Bend
16 6" -45° Bend
17 6" x6" MJ Tee
18 Water Service
19 8" Tapping Sleeve w/ Valve
SEWER IMPROVEMENTS
NO. DESCRIPTION
20 6" PVC (03034 SOR 26) non-structural
21 4" Sewer Service
22 Standard Manhole w/ Locking Cover
23 Modify Existing Manhole to Drop MH
24 Standard Cleanout
UNIT QTY. UNIT COST TOTAL COST
LF 900 $ 14.00 $ 12,600.00
LF 75 $ 19.00 $ 1,425.00
EA 2 $ 2,500.00 $ 5,000.00
EA 2 $ 1,200.00 $ 2,400.00
EA 1 $ 250.00 $ 250.00
EA 1 $400 $ 400.00
EA 1 $ 400.00 $ 400.00
LF 350 $ 5.00 $ 1,750.00
EA 1 $ 1,500.00 $ 1,500.00
TOTAL WATER IMPROVEMENTS COST $ 25,725.00
UNIT QTY. UNIT COST TOTAL COST
LF 275 $ 50.00 $
EA 5 $ 500.00 $
EA 1 $ 2,000.00 $
EA 1 $ 1,500.00 $
EA 1 $800 $
TOTAL SEWER IMPROVEMENTS COST $
ESTIMATED PROJECT COST $
Contigency (15%) $
TOT AL PROJECT COST $
13,750.00
2,500.00
2,000.00
1,500.00
800.00
20,550.00
160,648.75
24,097.31
184,746.06
NOTES CONCERNING OPINIONS OF PROBABLE CONSTRUCTION COST
Urban Design Group's (UDG) opinions of probable construction cost provided for herein are made on the basis of our
experience and qualifications and represent our best judgment as an experienced and qualified professional engineering
firm generally familiar with the construction industry and appl icable development regulations. However, since UDG has
not obtained approval from the appropriate jurisdiction and UDG has no control over the cost of labor, materials ,
equipment, or services furnished by others, or over the Contractor's methods of determining prices , or over competitive
bidding or market conditions, UDG cannot and does not guarantee that proposals, bids or actual construction cost
will not vary from opinions of probable construction cost prepared by UDG.
ProbCost 11-C 2
REVIEWED FOR
cn~:1P . JIU\ICE
AUG 0 7 2001
COLLE CH:: 0 : i""\ 1 !ul\I
ENGINEERING