HomeMy WebLinkAboutLetter of Completion DEC -01 -2004 WED 11:42 AM FAX N0. P. 02
Ta + Pi'ER OF COMPLETION
CITY OF l{:N(flNEERI.NG 1)/11 1/ - 7 - 0
CITY 011 COLLEGE GE S:1!ATION
COLTAI:GE STATION, TEXAS
11E: COMPLETION OF _ � ,
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'Co Whom. It M:ay Concern:
The purpose of our letter is to request that the following listed inaprov'eanorrls be aappJoved and
accepted as being constructed. raider City inspection and completed according to plans and specifications
as approved and required by the City of College Station, Texas. This approval, and n,cceptance by the City
is requested in order that we may finalize any subcontracts; and to affirm. their warranty on the work
TIiis approval. and acceptance by the (Jity of the improvements listed below does hereby void the letter of
guarantee for the listed improvements on the :above reference project
The one-year warranty is hereby affirmed and agreed to by i (QV E e n ! y r ■e.f i 4
and by their sub-contractors as indicated by signatures below.
WORK CX)Ml..1411 ) I)A.',VE
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Owner: k) 6 4L 1- LLC,1 . Contractor. w c X co-., ^�
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Signature: .4471 Signature:_ „,„,„ A /1
ACCE . . A .NCP A PPROV1lL i • - qtr,
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City Emi»nra
CONSTRUCTION COST ESTIMATE 08 - Jul -
SOUTH HAMPTON SUBDIVISION
COLLEGE STATION, TEXAS
PHASE 3 - 11 LOTS
Item Estimated Unit Estimated
No. Description Quantity Price Cost
Sitework
1 Mobilization /Layout 1 LS $4,500.00 $4,500
2 Site Preparation - ROW & easements 1.1 AC $5,500.00 $6,050
3 Silt Fence 300 LF $2.50 $750
4 Construction Exit- Rock 20 TONS $50.00 $1,000
5 Hydromulch /Hydroseeding 2,000 SY $0.50 $1,000
6 Tie -in to existing pavement / 6' sidewalk 1 LS $500.00 $500
7 Topsoil Stripping & Replacement 250 CY $5.00 $1,250
8 Excavation /Grading 650 CY $4.00 $2,600
9 Lime Stabilized Subgrade 1,950 SY $3.10 $6,045
10 Asphalt Paving - 1 1/2" depth • 1,585 SY $5.25 $8,321
11 Base Material - 6" depth 1,585 SY $6.00 $9,510
12 Concrete Curb and Gutter 973 LF $7.75 $7,541
13 Concrete Aprons 498 SF $5.50 $2,739
14 ADA Ramp - corner 2 EA $450.00 $900
15 Concrete Sidewalk 1,400 SF $2.80 $3,920
16 End of Roadway Sign - red /black 3 EA $200.00 $600.00
Subtotal $57,226
Storm Drainage
17 Drainage Pipe - 27" RCP, T & G - structural 65 LF $50.00 $3,250
18 Drainage Pipe - 27" RCP, T & G - non - structural 289 LF $42.00 $12,138
19 Junction Box 1 EA $2,500.00 $2,500
20 Inlets 5' wide 1 EA $2,600.00 $2,600
21 Inlets 10' wide 1 EA $3,100.00 $3,100
22 Inlet Protection 3 EA $100.00 $300
23 Concrete Flume 60 SF $5.00 $300
24 Headwall - 27" RCP 1 EA $2,000.00 $2,000
25 Remove existing headwall (for 24" pipe), 24" RCP & Conc. Flume 1 LS $1,000.00 $1,000
Subtotal $27,188
Water Lines
26 6" Water PVC CL200 (C909) non - structural 201 LF $20.00 $4,020
27 6" Water PVC CL200 (C909) structural 42 LF $28.00 $1,176
28 3" Water PVC CL200 - non - structural 100 LF $15.00 $1,500
29 3" Water PVC CL200 - structural 72 LF $20.00 $1,440
30 6" Gate Valves 1 EA $550.00 $550
31 3" Gate Valves 1 EA $400.00 $400
32 6" x 3" M.J. Tees 1 EA $250.00 $250
33 6" 11.25 deg. M.J. Bend 1 EA $250.00 $250
34 6" 22.50 deg. M.J. Bend 2 EA $250.00 $500
35 1" Blowoff Assembly 1 EA $350.00 $350
36 2" Blowoff Assembly 1 EA $400.00 $400
37 Fire Hydrant Assembly 1 EA $2,250.00 $2,250
38 Fire Hydrant Vertical Extension 1 EA $200.00 $200
39 Restrained Joint - 6" 3 EA $175.00 $525
40 Tie -in to existing line 1 EA $100.00 $100
41 Water Services 6 EA $700.00 $4,200
Subtotal $18,111
Sanitary Sewer Lines
42 6" SDR 26 Pipe - 3034 - non - structural 20 LF $30.00 $600
43 6" SDR 26 Pipe - 3034 - structural 130 LF $22.00 $2,860
44 Sewer Services 4 EA $700.00 $2,800
45 Sewer Services - on Existing Manhole ..°*- " 1 EA $800.00 $800
46 Sewer Services - on Existing Line ,� .. ... TF I- Rk 2 EA $800.00 $1,600
47 Manholes - 4' diameter i t c . •• his $ � 1 EA $2,400.00 $2,400
48 Tie into Existing Manhole oi • * •• ' * ti 1 EA $1,000.00 $1,000
* • ' • * If Subtotal $12,060
t JOSEP P. SCHULTZ
E Total Sitework $57,226
V 4' 0 Rs: Total Storm Drainage $27,188
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, Total Water $18,111
�,��� J ' .. � C? i Total Sanitary Sewer $12,060
I j OPAL � TOTAL CONSTRUCTION $114,585
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