Sherrill L3-CS050207 '97Z'2 J.
;e:~t B'¢: ~P ,as. er'Jet 3!00; 9722197099~ Feb-7 05 4:12PH; Page 1
220 Elm Street, Lewisvilfe, Texas
Phone: 972 221-5558
Fax: 972-219-7099
?,~: Chadene La Mat~na, EIT
F~ 972-304-3570
Randy Ahlfs
Cover Incl.
H~ is the in~p~ctllg~ f~e schedule as I $~ it. Could yo~ proof it a~dl let ~1~ know If it
e'lt By: HP LaSe.Jet 8!00~ g722197099~ Feb-7-05 4:13PM~ Page 2
'UnifiO~re Inspe~on Fee ~--'~---'~F--~
$~ $0 $77,665 $1,553 --
Wate~ ~ $~,4~ $1,219 $11,125 $223 --
Storm Se~r ~ --$~ '- $~ $15,1~
Alleys - -~ $0- $~ $0 - $3~
S,dewalks -- S~ - $0 In~Fb n ~wn~ S0
$0 $0 Totat
fobt - ~-- ~ $1,219 ~ -- ; $2~13- $3,332
tent By: HP Laser-Jet 3100~ 9722197099; Feb-7-05 4:13P~,~; Page 3
PROPOSAL/CONTRACT
Huffman & Huffman/nc.
243 Ridgeway Cir., Lewis'ville, TX 75067
Phone: (972) 434-3640 Fax (972) 353-4837
No: 35A
Sheet: ~: l
P osal Submi ed T :
Name: Tri Star Const. Inc.
Phone #: 972-221-5558
Fax it: 972-219-7099
Attn: Fred Donaldson
or o Pe one l:
Unificare
Coppell, TX
We hereby propose to furnish the materials and perform the labor necessary
Ibr the completion of:
WA-I'gR
I L g. tie to ex]sting system
'1 eagx8 tapgleeve
Iea 2" dome~.ic water service
/33 L, F. 2' domestic (5' offbldg)
/i ea 1" irngation water service
,/I ea 8' DCDC & vault ~ r' ,,
-/3ea8a6MJxFLGtee ,~,'
/3 ea 6" MJ x FLG gate valve & box
3 ea 8" MJ fittings (2 not shown)
'/iea 6" MJ 90 degree bend
500 L F. 8" DR 14 ,4,
Cut & haul offconcre~e for tie in
50 L F. 6" fire line ?~. -
Iea 90 degree bend
2 ea. fire line slab penetration
· t I L. S fire dept colmection ~. FDC lestlng
2 ea std 5' bur)' fire hyd
l L, S. testing
Total water
$400.00
$2,500.00
$1,400.00
$25.00
$900.00
$$,000.00
$350.00
$650.00
$350.00
$300 O0
$20. O0
$17.50
$300.00
$1,500.00
$2,750 o0
$40O.00
$2,200.O0
$1,500.00
$825.00 /-~ ~,, ,v.~c
$1,0.0,00
$1,950.00
$t,050.00
$300. O0
$10,OOO O0
$875.00
$300.00
$3,000.00
$2,750.00
$400,00
$4,400,00
1L5oo.~
~1,60o O0
1 manhole structure
STORM SEWER (Line A)
$3,250.00
I L S. tie to existing system
157L. F. 18" RCP
I ca 5' curb inlet
3 ea 18" RCP 45 degree bend~
Total Line A
$400.00
$31.50
$2,122.00
$200.00
$3,250.00
$400.00
$4,945.50
$2,122.00
$11,317.50
~ent By: HP LaseoJet 3100]
9722197099; Feb 7-05 4:13PU;
flUFF1/AN
Page 4/5
PROPOSAL/CONTRAcT
ltuffman & Huffman Inc.
243 Ridgeway Cir,/~wisville, TX 75067
Phone.' (972) 434-3640 Fax (972) 353-4837
No: 35B
Date:
Sheet:
43 L F. 18" RCP
Iea 5' curb i~et
Name: Tfi Star Const. Ina
Phone #: 972-221-$555 Unfficare
Fax ~: 972-219-7099 Cop~, TX
We hereby provue to ~ t~ ~te6als and peffo~ the ~r n~es~.
for the comp/effort o~
STO~ SEWER (Line B)
I L, S. lie to ~s~g ~stem
$400. O0
$31.50 $400O0
$2,122.00 $1,354.50
Total L/ne 1~ ~
SEWER $3, g 76.50
Iea tie to c.'dsting system
35L F4 .....
pmmbers bne (5' offbldg)
! ea 4" cie. an out
I L g trench safety
Move ln&ban-lcades
( $300 OO
$1000 $30000
$30000 $350.00
$700.00 $300.00
Total S~ver
$1,20o oo $1,650.0o
ROOF DI~I I~ $1,20000
$2,625 O0
$2,40000
$300.00
17.5 L. F. g" PVC
12 ea g x 4 wye for roof drain $15 O0
$2OO oo
I L. $. fietd connection (8" PVC to 18" RCP) $300.00
~rc/.~'ions, on otlOc~ed sheet.
3/2005
2
/he above work to be per~rmed in aCcordance with the draw/ngs ~ sPeci~Cations
for above work and COmpl~d in a substantial wo~km~:afLt;c ~ ~:,nner for the mm of
With Payment to be made a~ fol/ows: As per your pay schcdul~ Dollars 64,969.00
Respectfully Subn~tte~: HulTman & Huffm~n/nc 1-~'-?.4-o -o~-
(Note: Th/s proposal may be w/thdrawn by us if not accept~t within 10 days.) ~
Name
Datc
;erst By: HP Laser-Jet 3100; 9722197099; Feb 7 05 4:13P~,~; Page 5/5
CI/OICE CONCRETE, INC.
220 HARRIs ;ST.
LEWIS'WiLL,E,, TEXAS 7,5057
FAX: 972 436-0023
SUBMTIq'ED 'TO:
NAME: Txi Star Construction
STREET: 220 Elm St., Suite I00
CITY: Lewisv/lle
SpecLficatio~s and e. atim~ for:
69 ¢~h 16"x16' with 8 bells rem.forced with
4 #5 rcbar vertica/
Slab~
17,780 sq./~ .
~M rebar at 16,4, 3000 ps] conc-x~ne reinforced
O~C.¢.W.
4,5~0 lin. ~. I0'x28' beau~ rtlnforc~d wit~ 3 #5
reba~ bottom a~d 1 #~ rebar top~
370 lh~. fl. i4- be~m ~ drop in slab
135 li~/~, m~tal ke~,~ay
6 mi] poi¥ vapor b~rri~
4OO 1i~ fl. wa~r stop
4 each 4' x 4' x 8" £oofings
9,875 ~. ff. T' fire lane
10,320 SCl. fL 5" parking
2,290 ~. fi. *ide~al~
Score and slain 2 ramps
1,200 lin. ft. curbs
252 aq. fL dump~a, pad with 4 bolla-ds
7 light pole bases
174 eq. h. AC pads
loint fall
Total:
PROpOS6L
DATE: Dec. 10, 2004
ATTN: Fred
12,700.00
6,6oo.oo
30,615.00
27,345.0O
7,440.00
150.00
4,200.00
1,750.00
3,5OO.00
565.OO
$212,21Y&00