The URL can be used to link to this page

ST8402-CS 900108~!~i7~ '~~S FR(~4 SANDY. ].AY, E ROAD TO DENTON CREEl( -' STREET ASSESSI4ENT PROGRAJ4 ENGINEER'S ESTZNAtE~B~s~-D~:~j= ~' . '~;,e;;- ...~ ..... I -5-I -', ~ ~:~;~?:it~Tt~:};~?~ 1~:30 t:, .- - - L.H. LACY ~PANY Igo~ ~S~LE 10'~ ~LE ~-' j::'t.:[~F:."';:c~'o~ I ~ 4.:- '~.,- ..: ITEH ] '.4': ' OE$CRIPTIO~ i'.':-' IRA, SE OlD 0 LANE PAYENENT 100 104,1 110 131 133 160 164 249 250 204 264.1 340.1 340.2 360.1 360.2 360.3 360.4 504 512.1 E12.3 530.1 530,2 530.3 540.0 540.1 566.1 672 676.1 676.2 676.3 l UT$ Prepare R.O.N. ISTA Savour exist, conc./aspfl. R~dway f~avatt~ ICy Borr~ (~liv.)(d.¢.),Ty~ B, C1.3 ICY R=ve/hplaee ~stable Mteria] ICy Place Topsoil - bd~an (6' thick) ISY 8n~dcast S~ing (C~ Bare) ~SY Flexible ~se (delivered) ICY L~ slurry, Ty A., 57 22.5 fl/sy ITm Ume slurry, Ty A,, 57 22.5 ~/sy (9' Thick) ITON H~CP Ty B, .C1. A H~CP Ty D, C1. A ITON 8' cone. parent 3000 ps~ JSY 6' ~ol~th~c Curb (3000 ~) ILF C~crete strut header ILF 8' C~c. Pav~t Int. Streets ISY Field ~fice ILS Port. c~c. traffic ~rrier Po~t. c~c. trfc. ~rier (remove) ~ ILF 6' c~c. (Or~ve~ & ~d~an Noses) ISY Br~ck ~vens (Holland I) ISY htal 8emi 6uard Fence JLF Termtnal-~c~r S~t~ I 18' Step Bar 6'x6' J~ggle Bar (refl.)(Type 1-C) 4' T~affic 6uccc. NMte(sJng.-Refl.)(P-15-N) 8' Traffic 6u~, YeL PRICE 39.91 54,051.00 294 I4.00 6248 S6.60 16300 $0.10 600 $5.00 722O $0.50 19802 $0.42 441 $29.00 32744 $1.05 168 $67.00 304 538 S45.00 541 $47.00 28800 S13.68 12478 S1.00 92 SB.00 258 $16.00 1 S600.00 1315 526.50 1315 S5.30 716 $24.00 350 $21.00 ?0 S21.00 300 $13.00 4 $292.00 123 $5.00 48 $5.00 802 $2.00 802 $6.00 58 523.00 I ANOINT $161.075.41 $1,176.00 $41,236.80 51,630.00 $3,000.00 S3,610.00 $8,318.94 $12,789.00 534,381.20 $11,256.00 519,152.00 $24,210.00 $25,427.00 $393,984.00 $12,478.00 $276.00 S4,096.00 $6O0.0O $34,647.50 $6,969.50 $17,184.00 $?,350.00 Sl,470.00 $3,900.00 I1,168.00 S515.00 S240.00 $1,604.00 $4,812.00 $1,334.00 $145,507.87 $1,058.46 S37,113.12 $1,46%00 $2,100.00 $3.249.00 $7,485.16 $11,510.10 $30,943.08 S10,130.40 . -- $17,236.80 521,789.00 ....... $22,884.30 S354,585.60 $12,478.00 $248.40 $3,686.40 ~: - $540.00 ~ $31,362.75 ..... $6,2?2.55 -;:::_'i~... $15,465.60 ':* s. $6,615.00 $1,323.00 :' $3,510.00 $1,051.20 $553.50 $216.00 $1,443.60 $4,330.80 $1,200.60 I S145.507.R? I , $1,058.40 I' $37,113.12 Sl,467.00 $2,700.00 $3,249.00 .~$?.485.16 $11,510.10 $30,943.08 --$10,130.40 ; $17,236.80 $22.884.30 $354o685.60 ~ .... $12,478.0o I.. 'S24R.40 ,] 53,686.40 . ~54p..po $15,465.60 -' $6,615.00 $1,323.00 $3,510.00 $1,051,20 _~ . $553.50 $216.00 $1.443.60 $4,330.80 $1,200.$0 ":' SUB TOTAL BASE BID 6 LA~E PAVING S840,788.25 $745,419.23 ....... $12,478.00 S767,957.23 .I 2 S212.00 I 5424.00 ] $424.00 799 $85.00 S67.915.00 --" I $67,915,00 550 $96.00 I S53.900.00 288 St46.00 I 542,048.00 671 $295.00 I S197,945.00 552 S326.00 S179,952.00 838 $27.00 J $24,246.00 60 I29.00 $1,740.00 388 $31.00I S12,020.00 IBRAINAGE I 432.1 ICoAcreta Rtp-Rap Flume ICY I 462.1 14' x 4' RCBC ILF 462.2 15' x 4' RCBC ILF I 462.3 I1' x 4' RCBC ILF 462.4 12 - ?'x 4, RCBC ILF 462.5 J2 - 8'x 4' RCBC ILF 464.1 124" RCP, Class Iii Iff 464.2 127' ~CP, Class Ill 464.3 J30' RCP, Class Iii [LF : ] 553,900.00 ;-- I $42,048.00 .... I'--$191,945.00 .:.-~ '1 :' $179,952.00 ~l :~:524,246.00 ' ;~!~:,:~;~751 740.00 -~'~ ] --$12 028.00 : $424.00 I ~ $61,915,00 ! - $$3,9oo.oo I $42,048.00 :l $197.945~.~00 I :*'--.. $179,95230 ] ~ ..... __) 'tnl~'~-'~:~'~'''- "~ ,¥1 ~'-'-' 5 I:Y S2'332 O0 I-- $11 660.00'1 · .I6~ ,~ll r.~,:Sll 660.0 " '~r~?~'~:~,~''' -% -', ' ' -" ,:'" '-v ~','~ - , ~;z~~'-' ~'~- '~':'.~' : .' '.-" "" ...... 1,1~'~)(S,;~87+00}:~' - I~ I I I:~ S2;650.00~1~'<'~ $2,650:00:1 '~,~T}:~I ~:.: 12;650.00 1~12,65p~00 I~,:. ~- /,'~ '~"." ?.;. ?~:' - ' .... "3- ~::" ,, ( -) .' :'...'.~. ~ T~ .~ , - :' , ..... ~ . ; · . ? , . .~ ~, ... ~ .... .., ~ . 4?5.70 ITra~ ~$pl~kr~(S~a;~18~+O4) I~ I 1 ~.~ $742.00 1: ' $742.00'l - ~:,:'? ~ - c$~42.00 I'~ 475.71 ITransftfmT'Sp]ttt~-[Sta.'185+O0} lEA I 1 I $9~.00 I: ~ $954:00'} ~'.TI S954.00 I'?-, $954.00 I 475.72 ITrans~tf~'~litter (Sta.'191+?9) ]~ ] 1 I.-- $954.00 I- . 'S954.00 I ~' ~1 · $95a.00 I'~::~._- $95~,00 J 582.1 [~ust ~terV,]~ ........................ I~ ' I .... S I $37t.00 I ' S1~113.00 ] S1,001.10 ~ .............. 582.2 I~el~te/Adjust ~er ~ter --~ ?.' ;~:'.~ J~ I 2 S3~1.00 I $?42.00 I $56T.80 I :~,,: ' 582,3 I~.st Fire Hydr~t & ~ter Valve .......... I~'-'1' - - 9 - $6~6~00 I $5,724.00 I $5.t51.60 I ........ I--~ $5.151.66t ................ ~ % ~ - 582.4 Ilrrtga~m'~n~fm (16~ ~er) -',~ ',:~",=.-I~ ::J 5 $848.00 l- $a,2~0.00 I $3,816.00 I ~' : I $S.816;Q0 582.5 ]12' ~er-Lfne ~s~ ................... I~- t '-' t $1,0OT.O0 t $1.007.60 $906.30 I ..... t'-'~':~$906~30 ................ 618.1 I 2' ~C c~dut~ (~h. 40)'~ ~ .~: IL~ [ 5896 $2.40 I $14,150.40 I $12,7S5.361 ,~ ... -. r. I 618.2 ~3' ~ condutt (~h;'4O) ...... ":~'-:~' .... ILF ~:t "' -3~8 - $3.00 I :.$1,134.00 { --$1,020.60 I-~=' - · ~-:. l=~='$1,020.60 ~ ........ - ..... 62~ J~11~xes '" :~ ' '~ ~: -' ~" :l - 24 $127.00 I $3,048.00 I $2,743.20 ] I $2,T43.20 SUG TOTAL ~)RAZNASE $681,528.(0 $28,042.56 $650,$10.00 $618.~,12.56 TRENCH AND SLOPE EXCAVATION - TRENCH SAFETY I I ] ~:"~:"~: .... 1500.1 Open Cut S~aple Slope ~n Clay H = 5'- 10' ]LF 569 $1.00 ] $569.00 $669.00 I TM ' i$569-00 1500.2 IOpen Cu~ Sfep~e Slope ~n Clay H = 10'- 15' ILF 0 $1.50 $0.00 $0.00 ] $0.00 1500.3 IOI3en CUt S~mple Slope Jn Clay H = 15'- 20' ILF 0 $2.00 $0.00 $0.00 I ' $0.00 1501.1 lOp. Cu~ S~-ple Slope ~n Sand & Clay H = 6'-IO'iLF 1225 $1.10 $1,3t7.50 $1,347.50 1501.2 ]Op. Cut S~eole Slope ~n Sand & Clay .H =10'-15'ILF 50 $2.00 $100.00 $100.00 1501.3 lop. Cut Simple Slope tn Sand & C~ay R =15'-20' JLF 0 $2.50 $0.00 $0.00 I $O.O0 1502.1 Comp. Pro~. #/Slope ~n Clay Coed. A, H --5'-IO'ILF 0 $2.00 $0.00 $0.00 I 1502.2 Comp. Prot. ~/Slope ~n Clay Conc[. A,~I =10'-15'ILF 132 $3.00 $306.00 $396.00 I $396.00 1502.3 Comp. Prot. N/Slope ~n C~ay Coed. A, H=lS'-20'ILF 0 $4.00 $0.00 $0.00 I 1503.1 Co.Pro~. ~/Slopa ~n Sand&Clay Cond.A,l~=5'-lO' ILF 1280 $2.10 $2.688.00 $2,688.00 I $2,668.00 1503.2 Co.P~ot. ,/Slope ~n Sand&Clay Con~.A,H=lO'-15' LF 200 $3.00 $600.00 $600.00 I $600.00 1503.3 Co. Pro~. ,/Slope ~n Sand&Clay Cond. A,H:lS'-20'ILF 0 94.06 S0.00 I $0.00 1504.1 Slope & Bench ~n Clay H: 5' - 10' ILP 0 $1.50 $0.00 [ $0.00 $0.00 1504.2 Slope & 8en~h ~n Clay H = 10' - 15' TLF 0 $3.00 $0.00 I $0.00 $0.00 1504.3 Slope & 6ench ~n Clay H = 15' - 20' ILF 0 $3.00 $0.00 I $0.00 $0.00 1505.1 T'~mber Shortng Systom H = 5' - 10' ILF 320 $5.00 $1,600.00 I $1,600.00 $1,600.06 1505.2 Timber S}~oz'ing SysCom H = 10' - 15' ILF 25 $~1.00 $275.00 I $275.00 $2?5.00 1505.3 Ttmber Shoring System H = 15' - 20' ILF 0 $20.00 $0.00 I $0.00 $0.00 SUB TOTAL BASE 6]0 TRENCH & SLOPE EXCAVATZON - TRENCH SAFETY $?,578.50 $0.00 $?,575.50 $7,575.50 ]ALTE~ATE 810 TRENCH AND SLOPE EXCAVATION - TRENCH SAFETY **1506.11Contr. Prop. Alt. Shoring Kethocl H = 5' - 10' ILF I 0 I $1.00 $0.00 ~ $~.0~ { $0.00 $0.00 **1506.21Con~r. Prop. Alt. Shoring I~ethoct H = 10' - 15'ILF I o I s2.oo $o.o0 $0.oo I $o.oo so.oo **1506.31Contr. Prop, Alt, Shoring ~thmJ H = 15' - 2O'ILF I 0 I $3,00 $0.00 $0.00 ] $0.00 $0.00 SUB TOTAL ALTERNATE 8]O TRENCH & SLOPE EXCAVATION - TRENCH SAFETY $0,00 $0,00 $0,00 ICOTTONNOOD BRANCH eRZDGE I I I · 400 IUnclass~f~ed Structural Excavat~ofl ICY 51,7 I $8-00 I $~,13,60 $3?2,24 $3?2.24 430 :~lExtendingOld Str~c~ures lEA 432. : Concrete R'ipRap (RRO) iCY 440' JRefnforctng Steel 450 'i'C-201' I~tlfng 611.1 IBridge L4ghttng 1 · 58,9 80151 O O S5,300.00 J 55,300.00 I S4,TTO.OO{ $212.00 I- $14,506.80 I $12,146.12 $0.38 I $30,461,18 [ $27,415.06 $02.00 I $o.o0 I so.oo 526,500.00 I S0.00 I $o.oo SUB TOTAL 6ASE 020 BR]OGE 1 5225,534.08 I $202,980.6T $(.710.00 I -~ $13,146.12 J $2T,415.06 ] .... $o. OOl so.oo I' $0.00 I $202.980.6? I **540.2 IA]ternate ~ecorative Co~crete Bridge Rat] ILF 0 $116.00 $0.00 I $0,00, I $0.00 I ' $0.00 I TOTAL BASE B]O (6 LANE) $1,155,426.23 I $976,502,46 ] S6T0,423.$0 151,646,925.96 I ** Oenotes Alternate Bid [teas not tncluded in TOTAL BASE 8IO (6 LANE) and TOTAL ALTERNATE BI0 (4 LANE) ,. TOTAL ASSF,.SSASLE COt~STRUCTZON VALUE LESS COUNTY PART]C[PAT[O~ NET ASSESSATLE CO~TROCTiON PLUS 90~ OF: ~GiNEER]N6. TESTZNG AND [flSPECT]~ COSTS I 5229,919.31 TOTAL ESTIMATED NET ASSESSABLE PROJECT VALUE. TOTAL ASSESSAOLE FRONT FOOTASE ~SSESSHENT PER FRONT FOOT 5%646.925.96 $923,481.52 ,: 5123,494.44 $206,981.43 5930,4~5.07 ~-'_:.-,' "5126.~j 7FT ' .. ,; :-:,.¢~i:~T.~5::-~:' : ':::' "FRON~TXtlON 166.58 1'0 STAT]OM ) '" NitlCH I$' 3671 LINEAR ~ET N. DOUGLAS ADKINS, TRUSTEE FOR UN]VEST S.A. & N.G.R.R, SURVEY, ABST, N1430 2406.19 VOL. 176188. Pg, 2355 PARIOIAY BLVD. S.A. & M.G.R.R. SURVEY, eST. 11430 88.07 NISECO LAND OEVELOPNENT, INC. (ABQ DEV.) S.A. & N.G.R.R, SURVEY, ABST. 11430 545.91 VOL. N84123, PG. 1279 d. OOUGLAS AUK]NS, TRUSTEE FOR COPPELL S.A. & N.G.R.R. SURVEY, AGST. 11430 627.64 VOL. I76188, PG. 2355 CLARINOA S~JIRES SURVEY, ASST.111327 S305.093.69 $11.157.59 $69.161.34 $79.515.71 $464,928.23 CALC.-PORTION COI~T. U~DER SL/OT INTERU.(NON-ASSESSABLE BY PRIOR AGREENENT) DEED ~'"' ~ (NON-ASSESSABLE BY PRIOR AGREEMENT) SUBTOTAL 3559.81 ASSESSNENT FIGURES OETERNINEO 8Y ~LTIPLYING ABUTTING FEET BY I126.69 ~ICi IS 8~ED ~ BTI~TED ~STBCflffi ~'~E~INED F~: -- CALC.-PROPERTY GOES BEYOND PROJECT BOUNDARIES.. ;. :, .: ..... _:~ _- (NON-ASSESSABLE 8Y PRIOR AGREENENT) (NON-ASSEESABLE BY PRIOR AGREENENT) PROPERTY ONI4ER SURVEY ABSTRACT FEET ASSESSI'IENT SOO~LANO CORP.-VOL. ~ G.N. JACK SURVEY, ~ST. 369~1 40.91 $5,182.89 SKYHAMK VENTURE-VOL S60183, PG. 2?09 'G.W. JACI( SURVEY, ABST. K694 430.82 $54,580.59 #ILLIAB BOO~E](-VOL. ~85111, PG. 1202 G.#. JACK SURVEY, ABST. K694 4?2.0? $E9,806.65 GLEN k. & JOE C. HINCI(LEY G.M. JACK SURVEY, ABST. t694 213.81 $27,087.59 VOL. 173201, PG. 1722 COPPELL INOEPERDENT SCHOOL DISTRICT 6.M. JACK SURVEY, AOST. I691 24.06 VOL. BT, PG. 1370 CENTURY SAVINGS ASSOC. G.M. JACK SURVEY, ABET. 1694 10~.73 $13,268.2Ji WILLIAB 6COI~, ET UX G.M. JACK SURVEY, ABST. 16g~ 211.10 $26,T~4.26 VOL. I83065, PG. 29~9 ABQ OEVELOPNENT CORP. G.#. JACK SURVEY, AOST. 1694 143'Lg2 $T82,170.08 VOL. 188103, PG. 2326 :. CALC, II.RED ~F~.SURER PLkT ' = MEASURED PL~T (NON-ASSESSABLE BY PRIOR ASREE.IqENT) PROPERTY GOES BEYOND PROJECT BSUNOARIES THE CITY OF COPPELL-VOL. ~83005, PB.3569 CLARINDA SQUIRES SURVEY, A~ST.I1321 139.(4 $93,6?9.65 S.A. & ~.G.R.R SURVEY, ABST. 11430 SUBTOT~ 3614.8 $~E5,560.(l *~ ~SESS~ENT FIBRES DETEr. IRED BY XULTIPLYIflG ~UTTING FEET BY $125.69 WHICH IS BASEO ON ESTI~TEO CONSTRUCTI~ OOSTS DETE~INED FROM THE LO~ 810 RECEIVEO.