ST9905-EM020610 (2)
BETHEL ROAD PROJECT
COPPELL, TEXAS
"PRELIMINARY" OPINION OF PROBABLE COST
TRANSYSTEMS PROJECT NO. 2000-0890.00
Prepared by: TranSystems Corporation Consultants
6/10/2002
Bethel Road 6668 Linear Feet
ROW WIDTH = 90 FT., STREET WIDTH = 27 FT.
Project No. ST 99-055
Quantity Units Unit Price
Total Price
PAVING IMPROVEMENTS
1 Remove Ex. Asphalt Pavement ( 8") 20805 SY $ 8.00 $ 166,440.00
2 Remove Ex. Driveways (7") 2538 SY $ 11.00 $ 27,918.00
3 Reinforced Con. Pvmt (7") Placement 45303 SY $ 38.00 $ 1,721,514.00
4 6" Concrete Driveways 1316 SY $ 35.00 $ 46,060.00
5 Temporary Asphalt Pavement 4137 SY $ 21.50 $ 88,945.50
6 Unclassified Excavation (Cut) 21070 CY $ 9.00 $ 189,630.00
7 Place Fill Material 6013 CY $ 12.00 $ 72,156.00
8 Subgrade Preparation (6" lime stabilize) 20805 SY $ 3.00 $ 62,415.00
9 5' Sidewalk (each side of Bethel) 7650 SY $ 30.00 $ 229,500.00
10 Rod Iron Fence (along open channel) 1575 LF $ 22.00 $ 34,650.00
1 I Wingwall Modifications 6 EA $ 7,500.00 $ 45,000.00
12 Traffic Buttons/Stripping 41400 LF $ 0.75 $ 31,050.00
13 Brick Pavers@Medians 6520 SF $ 10.00 $ 65,200.00
14 Street Signs 12 EA $ 400.00 $ 4,800.00
15 Street Lighting Not Included
16 Project Sign 2 EA $ 500.00 $ 1,000.00
17 $
Sub-total $ 2,786,278.50
15% Contingency $ 417,941.78
TOTAL PAVING COSTS $ 3,204,220.28
SIGNALIZATION
1 Signals@BethelRd & Royal Lane LS $ 150,000.00 $ 150,000.00
2 Boxes/Conduit @Bethel Rd & Freeport LS $ 12,000.00 $ 12,000.00
Sub-total $ 162,000.00
15% Contingency $ 24,300.00
TOTAL SIGNALIZATION $ 186,300.00
LANDSCAPE & IRRIGATION
1 Landscaping LS $ 85,000.00 $ 85,000.00
2 Irrigation (median & parkways) LS $ 110,000.00 $ 110,000.00
Sub-total $ 195,000.00
15% Contingency $ 29,250.00
TOTAL LANDSCAPE & IRRIGATION $ 224,250.00
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BETHEL ROAD PROJECT
COPPELL, TEXAS
"PRELIMINARY" OPINION OF PROBABLE COST
TRANSYSTEMS PROJECT NO. 2000-0890.00
Prepared by: TranSystems Corporation Consultants
6/1 012002
Bethel Road 6668 Linear Feet
ROW WIDTH = 90 FT., STREET WIDTH = 27 FT.
Project No. ST 99-055
Quantity Units Unit Price
Total Price
$ 1,050.00
$ 11,000.00
$ 700.00
$ 25,500.00
$ 6,000.00
$ 14,756.00
$ 9,900.00
$ 300.00
$
$ 69,206.00
$ 10,380.90
$ 79,586.90
$ 2,850.00
$
$ 2,850.00
$ 427.50
$ 3,277.50
$ 5,146,700.00
$ 5,146,700.00
$ 772,005.00
$ 5,918,705.00
$ 9,616,339.68
$ 480,816.98
$ 10,097 ,156.66
WATER AD ruSTMENTS
I Abandon Ex. Water Valve
2 Adjust Ex. Water Valve Box
3 Relocate Air Valve
4 Relocate Fire Hydrant
5 Lower 16" Water Main
6 6" Water Line Relocation
7 6" Tapping Sieve & Valve
8 6" Plug
9
3 EA $ 350.00
22 EA $ 500.00
I EA $ 700.00
17 EA $ 1,500.00
3 EA $ 2,000.00
527 LF $ 28.00
2 EA $ 4,950.00
2 EA $ 150.00
$
Sub-total
15% Contingency
TOTAL WATER COSTS
SANITARY SEWER
I Adjust Ex. Manhole Cover
2
6 EA
$
475.00
Sub-total
15% Contingency
TOTAL SANITARY SEWER COSTS
STORM DRAINffiETENTlON
1 See Attached Estimate
EA
$ 5,146,700.00
Sub-total
15% Contingency
TOTAL STORM DRAIN & DETENTION COSTS
SUB- TOTAL
MOBILIZATION (5% Subtotal)
TOTAL PAVING, WATER, SANITARY & STORMmETENTlON
Since ENGINEER 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, ENGINEER's opinions of probable Total project Costs and Construction
Cost provided for herein are made on the basis of ENGINEER's experience and qualificaitons and represent ENGINEER's best judgment as an
experienced and qualified professional engineer. familiar with the construction industry; but ENGINEER cannot and does not guarantee that
proposals, bids or actual Total Project or Construction Costs will not vary from opinions of probable cost prepared by ENGINEER. If prior to
the Bidding or Negotiating Phase OWNER wishes greater assurance to the Construction Cost he shall employ an independent cost estimator.
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