Lakewood B-CS 930125January 25, 1993
Mr.'Ken Griffin, P.E.
City Engineer
City of Coppell/Engineering Department
P.O. Box 478
255 Parkway
Coppell, TX 75019
RE: Lakewood Estates
Coppell, Texas
Job No. 91073-0
Dear Ken:
Please find attached a tabulation for the City Inspection Fee
associated with Tract "B" for the referenced addition.
Also attached are copies of Legend Construction and Glenn Thurman,
Inc.'s proposals indicating unit prices and overall quantities of work
to be performed in this addition. The total value of public
improvements to be performed is summarized on the attached sheets.
The inspection fee (2.0% of the total amount) is $18,717.96.
If you have any questions, please feel free to call.
Sincerely,
Cr~i~~~ .'~~. E.
Project Manager
CSS/nj
Enclosure
XC: Waymon Levell / JWL Investments, Inc.
Keith Jackson, P.E. / Cook-Jackson, Inc.
Larry Davis / City of Coppell, Engineering Department
LAKEWOOD ESTATES
TRACT mB"
COST ESTIMATE FOR INSPECTION FEES
SUMMARY
WATER $115,024.00
SANITARY 366,755.00
STORM SEWER 157,092.00
PAVING 289,781.60
UTILITY CONDUIT 7.245.00
TOTAL $935,897.60
INSPECTION FEE = $935,897.60 X 2% = $18,717.96
LAKEWOOD ESTATES
TRACT
COST ESTIMATE FOR INSPECTION FEES
WATER:
DESCRIPTION OUANTITY UNIT PRICE TOTAL
8" Water w/Embedment 4,150 L.F. $ 11.00 $45,650.0~
10" x 8" Tap Sleeve & Valve 3 Each 2,500.00 7,500.0~
8" Valve 8 Each 395.00 3,160.0~
6" Valve 7 Each 300.00 2,100.0,
Fire Hydrant 7 Each 1,150.00 8,050.0
Bore Under Existing Pavement 126 L.F. 70.00 8,820.0
Cast Iron Fittings 1.8 Ton 2,600.00 4,680.0
Concrete Blocking 4.4 C.Y. 60.00 264.0.
Water Service 90 Each 300.00 27,000.0
Water Service to Existing Main 10 Each 400.00 4,000.0~
1" Irrigation Service 1 Each 300.00 300.0~
Concrete Encasement 1 L.S. 3,500.00 3,500.0'
WATER SUBTOTAL $115,024.0
LAKEWOOD ESTATES
TRACT
COST ESTIMATE FOR INSPECTION FEES
SANITARY SEWER:
DESCRIPTION OUANTITY UNIT PRICE TOTAL
30" PVC Sewer w/Embedment 2,135 L.F. $ 65.00 $138,775.00
8" PVC Sewer w/Embedment 3,405 L.F. 11.00 37,455.00
6" PVC Sewer w/Embedment 945 L.F. 21.00 19,845.00
5' Diameter Manhole over 2 Each 3,600.00 7,200.00
Existing Main
5' Diameter Manhole - Modified 4 Each 4,400.00 17,600.00
5' Diameter Manhole - Type "S" 2 Each 3,900.00 7,800.00
5' Diameter Manhole 2 Each 3,400.00 6,800.00
4' Diameter Manhole 11 Each 1,700.00 18,700.00
Cleanout 1 Each 350.00 350.00
4" Sewer Service 97 Each 390.00 37,830.00
4" Sewer Service - Connect to 3 Each 300.00 900.00
Existing 8" Main
8" Plug 2 Each 100.00 200.00
Abandon Existing Manhole 3 Each 700.00 2,100.0C
Abandon Existing 27" Sewer 1,550 L.F. 31.00 48,050.0C
Slurry Fill
Abandon Existing 8" Sewer 550 L.F. 23.00 12,650.0C
Slurry Fill
6" Connection to Manhole 8 Each 375.00 3,000.0C
Concrete Encasement 1 L.S. 4,500.00 4,500.0C
Trench Safety 1 L.S. 3,000.00 3,000.0£
SANITARY SEWER SUBTOT2%L $366,755.0C
LAKEWOOD ESTATES
TRACT "B#
COST ESTIMATE FOR INSPECTION FEES
STORM SEWER:
DESCRIPTION OUANTITY UNIT PRICE TOTAL
36" Class III RCP w/Embedment 242 L.F. $ 42.50 $ 10,285.00
33" Class III RCP w/Embedment 112 L.F. 39.50 4,424.00
21" Class III RCP w/Embedment 704 L.F. 21.00 14,784.00
18" Class III RCP w/Embedment 30 L.F. 21.00 630.00
Wye Connection 9 Each 300.00 2,700.00
14' Inlet 1 Each 2,700.00 2,700.00
10' Inlet 1 Each 2,100.00 2,100.00
8' Inlet 3 Each 1,850.00 5,550.00
6' Inlet 5 Each 1,650.00 8,250.00
3' Grate Inlet 1 Each 1,950.00 1,950.00
21" Type "B" Headwall 1 Each 1,200.00 1,200.00
33" Type "B" Headwall 1 Each 1,200.00 1,200.00
Rock Rip Rap 28 C.Y. 75.00 2,100.00
6" Reinforced Concrete Pilot 1,860 C.Y. 45.00 83.700.00
Channel
STORM SEWER SUBTOTAL $157,092.00
UTILITY CONDUIT:
DESCRIPTION OUANTITY UNIT PRICE TOTAL
3" Schedule 40 PVC 1,035 L.F. $ 7.00 $ 7,245.00
UTILITY CONDUIT SUBTOTAL $ 7,245.00
LAKEWOOD ESTATES
TRACT "B"
COST ESTIMATE FOR INSPECTION FEES
PAVING:
DESCRIPTION OUANTITY UNIT PRICE TOTAL
6" Reinforced Concrete 12,790 S.¥. $ 13.30 $170,107.0C
Street Pavement
6" - 4' - 6" Alley Pavement 4,576 S.Y. 15.55 71,156.8C
Lime Stabilized Subgrade 19,012 S.Y. 1.40 26,616.8C
Hydrate Lime (27 lbs/S.Y.) 259 TON 79.00 20,461.0C
Sawcut and Remove Existing 180 L.F. 8.00 1,440.0C
Pavement
PAVING SUBTOTAL $289,781.6C
LEGEND CONSTRUCTION, INC.
P.O. Box 606
Euless, Texas 76039-0606
L.C. Estates, LTD.
CIO Urlzlcker, Schnurbuscl~, & A;;,,,-iat~;, [nc.
8700 Stemmons Freeway, $,.l[t~ #40~
Dallas, Texas 7524'!
RE: Lakewood Estates
Co[spell, Texas
Dea,? Mr.
I, egel-ld (-'OltStructiolt I. ttc. It~, eby Drc.,[,r, ses l,-, ,I,, t ll~
for the abov~ referenced pro.lecl, for ~ pi'l,"es si:ate,-]
WATER
F.~OsC L j ~,t .I on lJ~ il- (2tIer, l_h~ j I
~ld P~- j.r.'~
B" Water ~lain W/Emb LF &,igc 11
]6"X 8"Tap. S1 .W/8"Val. EA [ 29~)
1M"X 8"Tap. Sl..W/8"Val. EA 4 25~% ~,~ I.G
8" Valve EA 11 395 ,2,~ 4 345
6" Valve BA 1~ 30~
Fire Hydrant EA [e ~].5¢
Bore Under Ex.Paving LF 2~8 7¢ ~ t4 56~
Cast Iron F.lt;ttngs TON 2.4 2R~1
Concrete Blocking CY L] .5 6¢
Water Service E~ 127 .gGG
Water Service CoDt~gct
To Existing Main EA ].R 4~)~.¢'~ z, ~¢¢
Water Service Under
Existing Pavement CF 4&? 25.~3~ [2,936.,3Q~
2" IrrigatJ. on Service EA 2 .1~)¢~.0¢
4" PVC Conduit /IrrIg. i,F 5¢¢ 8.k~0
Concrete Encasement LS 1 'lCu~.
SANITARY SEWER (OPTION 1 )
3G" PV(2'. Sewer Main
With Embedmet~t I..F ~, ~9 ~,,~.
8" PVC Sewer 5lain
With Emb~clme~]t LF %,g29 il .
5.0' M.H. EA 5 34~)0
4.0' M.H. EA 1.4 1 '10q~
Drop Connect ion EA 4 6~%,k~
Cleanout BA 2 .90~) 00
Conn.To Exist M.H. EA 2 400 00
Adjust Exist 5~.H. BA 3 60~)
8" Cap EA 1 150
Abandon] Exist M.H. EA 2 7¢0
Abandon Ex.27"'& Slurry LF 95~) 31
Abandon Ex.8"& Slurry L? 190 23
4" Sewer Service BA ~42 39¢
4" Sewer Con. Ex. 8"Sewer BA 3 55%%
Concrete Encasemet~t LS .t 5~)¢
Trench Safety l,S I 25,~r,~
DeSCL- lpl:. Lon IJn t.t {ju~{i U{~ Lt
Bid Pr tee
SANITARY SEWER (OPTION 2)
30'"P¥C Sewer Maln/Emb. LF 2,260 53 00 $119 '180 00
8" PVC Sewer Maln/Emb. LF 5,410 11 25 60 862 50
5.0' Diameter Manhole EA 9 3400 00 30 600 00
4.0' Diameter Manhole EA 14 ]'100 00 23 800 ¢0
Drop Connect ton EA 4 60~ ¢0 2 400 00
Con.to Exist Manhole EA 4 40,~ 00 1. 600 00
Adjust Exist Msnhole BA 3 600 00 I 800 00
8" Cap EA I ].50 O0 [ 5,~) 00
Abandon Exist.Manhole EA 2 100 00 [,400 00
Abandon Ex.27"& Slu['['y LF ],930 ~]. 00 59,830 00
Abandon Ex.8" & Slurry LF 790 23 O0 18,170 00
4" Sewer Service BA [45 390 00 56,55~ 00
Concrete Encasememt I,S I 'lSO 00 '10~ 00
Trench Ssfety LS .I 2500 ~O F,5~0 O0
SUBTOTAL $~R¢014'2.50
STORM SEWER
42" Class III RCP LF 258 46 00 11 868.00
36" Class III RCP LF 126 41 00 5 166 00
33" Class III RCP LF 102 39 00 3 978 00
27" Class III RCP LF 232 28 00 6 496 00
24" Class III RCP LF 147 25 00 3 675 00
21" Class III RCP LF %80 21 00 12 i80 00
Precast Wye Conn. EA 12 300 00 3 600 00
14' Curb Inlet EA I 2700 00 2 700 00
12' Curb Inlet EA I 240¢ 00 2 400 00
10' Curb Inlet EA 5 2100 ,~0 I.¢ 500 00
8' Curb Inlet EA 5 1859 ,~0 q 250 00
6' Curb Inlet EA 5 t650 00 8 250.00
Type "B" Headwall EA 4 .L200.00 4 800.00)
Break Out Ex.Milsap LS i 900.00 ~O0.00
6"Concrete Pilot Chan. SY 950 45.00 47,'150.00
Rock Rip Rap CY 15 6'~. 00 900.00
SI. fBTtVI'A [, $].29,413.00
LAKE IMPROVEMENTS
Diamond Retaining Wail LF 1,930 N(_, B.I[~.
Concrete Spillway CY 25 t',lO BI.L,
18" Rock Rip Rap SY [~R N{': B.{[~
UTILITY CONDUIT
3" 40 PVC Util.Conduit I.F 1,900 ;.',~0 S
BONDS
Opt ion ~ 1
Pay ~ Perform./ Owner LS ] $ t2,5{~.O0
Malnt enance/Coppel 1. LS I 3, ~OO. ~¢
Option # 2
Pay & Perform / Owner LS I s 14,500.00
Maintenance/ CQppell LS 1 4,500.00
WATER S186,261.00
SANITARY SEWER OPTION #1 290,070.O0
STORM SEWER .I. 2'~,413
LAKE IMPROVEMENTS N('~ BID
UTILITY CONDUIT ] ~, 30~).00
PAYMENT & PERFORMANCE B~')ND 12, 500.00
MAINTENANCE BOND ~, ,A,A~,~. ~,~
TOTAL OPT'E¢)N #1 BID S634,544.~0
WATER $186
SANITARY SEWER r~PT[,.)N #2
STORM SEWER
LAKE IMPROVEMENTS
UTILITY CONDUIT 1
PAYMENT & PERFORMANCE BOND 14,
MAINTENANCE BOND 4,
TOTAL OPTION ~2 BID
THE FOLLOWING QUALIF.ICATION,~ WI-L,I. APPLY q.'O THIS
1. All Items are based on unit quantities. Q~antltlo$
estimated, however, payment wl].l be made on acl:~l.
quant it les.
2. All staking to be provided by the owner.
3. Hauling of excess dirt oF debules w].ll be on s].t:e ,7, E adjacent
property not to exceed ].~'; if hauling in excess of ID'~' ~.s
required an addltlo!~a], amount will be n~gotlate ~t J~l~at tlm~.
4. Compaction testi[lg'provlded by contractor .
5. Bid ls based on new City of Coppell spec].flc~
cost especially to manholes, sewe~; ].aterals,
6. Bid ls based on usLng on site material for ditch ba,:kfi].l.
other than provided for by City specs, any fi l i to b~ l~auled
In will be negotiated at s~ch time.
7. Bld is based on materl~l on site being ebte to
proper density since a good p,-]Ft [o~ of the p~operty Ls
fill at various
Start as ~chedu]ed with 5 flays lea~i, i.t. is ~sl:tmahed
70 working days to compi~t¢ tile
Thank you for the oppoctu~ity to bid tt]e ,~t] I.i.J'leg on tl~g
project. If you should bav~ al%y q,]¢~[ [,,ns pL~as¢
SinceL-e!y,
Vice pu~ld~nt
GLENN THURMAN, INC,
P.O. Box 850842
Mesquite, Texas 75185-0842
214 / 286-6333
PROPOSAL AND CONTRACT
L.C. Eatates~ LTD.
c/o Unztcker, $chnurbusch & Assoc., lac.
_87.0_0__S__~_e. mm_o_rLs Dale: September 16, [092
Su£te 400
Dallas, Texas 75247
Glenn Thurman, Inc., hereinafter called Ihs Company, offers to lurnlsh all labor, materials and equlpmenl required for the perform-
ance el the following descried work in connection with conslruclion or improvemenls at
Lakewood Estates located In
Coppel 1, Texas which properly is owned or managed by
L.C. Estates, LTD.
Glenn Thurman, Inc. propose8 to furnish all labor, materiala, and equipment to
perfom all work required for theconstructton of Lakewood Estates Paving Improvements,
Coppell, Texas, in accordance w£th the plans prepared by Unzickcr, Schnurbusch &
Associates, Inc. and the City of Coppell specifications, for the unit prices
indicated on the attached Exhibit "A".
Qualifications and/or Exclusionst
1. Please note the exclusions indicated on the reverse side. hereof.
2. Glenn Thurman, Inc. is available to begin work on this project
October 22, 1992.
3. Glenn Thurman, Inc. will substantially.complete:£his, project':in
40 working days.
P.O. BOX 85~842 -21-SER-92
HE~U~TE, TX. 7~18~-e8~~- * ~IBIT "A"
L.C. ~TA~S, L~./~PP~
B~ DA~: SE~~ 21, 1992 ~ ~ ~C.
~ OF ~ ~~ QU~ITIES ~IT ~ ~ ~
~ 6" ~ PSi ~INF. CONC. ST~'r SY 2~,1~ $13.~ $267,3~.~
PA~ W/ ~, ~R & ~S
2 PA~~ "S~TS~E" AT ~ 11~ $47.~ $5,17~.~
S~D~SION ~CE
3 6"/4"/6" 36~ PSI ~I~. CONC. ~ 6,6~ $15.55 $1~2,63~.~
~.~.~ PA~
4 ~ ST~~D ~~E ~ 29,1~ $1.~ $~,81~.~
5 ~~ L~ (27 ~/SY) ~N 394 $79.~ $31,126.~
6 SAWC~ ~ ~ ~IST~G ~ 46~ $8. ~ $3,6~. ~
PA~
7 4" ~ PSI ~. CONC. ~ 465 $2~.~ $9,~.~
S~~ W/1" S~ CUS~ON
8 ~R~ ~TING & S~E ~ 1 $3,~.~ $3,~.~
~ S~S
9 PA~ ~ PE~O~ ~ ~ ~ 1 $3,1~.~ $3,1~.~
O~
1~ ~~CE ~ ~ ~ CI~ OF ~ 1 $~.~ $~.~
COPP~
Qualifications and/or Exclusions:
1. Whereas these bid prices do not include state and local sales
taxes on incorporated materials, the following items shall be
provided by the Owner and/or incorporated into the contract
for the purpose of establishing tax exempt status.
-Owner shall furnish Glenn Thurman, Inc. a sales tax
exemption certificate prior to Glenn Th%zrman, inc. 's
mobilization.
-The contract between Owner and Glenn Thur~an, Inc. shall
include the following clause:
Title for the materials to be incorporated into the work
hereunder will pass to the Owner when delivered to the
jobsite and before they are incorporated into the r.ealty
or used by the Owner or Contractor. Owner intends to
donate the property to the city and the City intends to
accept the property before the materials are incorporata~
into the realty or used by the Owner or Contractor.
-The total amount bid shall be separated as follo~,'s:
~ Total Materials'. $ 281,666.00
Total Other Charges $ 184,780.00
2. Should Glenn Thurman, Inc. be unable to satisfactorily
establish and/or prove tax exempt status for the project,
Owner agrees to reimburse Glenn Thurman, Inc. for all sales
taxes paid on materials incorporated .into the project.
L. C. ESTATES LTD .-9; 10 8 5
6161 HARRY HINES BLVD., STE. 210 630-6161
DALLAS, TX 75235
32-1585/1110
~ ~ January 27 93
- ....... I $*18,717 96*
Eighte~ ~ous~d t~ 6/100 DOLLARS
CHECK IS ~EL VERED iN C~NE:T N ~ITH THE ~OLLOWI G AC~N