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HomeMy WebLinkAboutBid TabulationSW 5th Street from SW 29th Avenue to SW 27th Avenue, Roadway improvements CITY OF MIAMI PROJECT NO. 8-30966 - BASE BID ITEM PA EM 0E5CR7PTION UNITS QUANTITY LUMP SUM PAY ITEMS 1 101-r MOBILIZATION LS I 2 102-1 MAINTENANCE OF TRAFFIC LS 3 110-1-I CLEARING B GRUBBING LS 1 TOTAL LUMP SUM PAY ITEMS ITEM PA�EM1 DESCRIPTION UNITS QUANTITY ROADWAY AND HAR0SCAPE PAY ITEMS 4 120-1 REGULAREXCAVATION IINCLIiDES GRADINGI GY 579 5 120-6 EMBANKMENT CY 25 6 100-4 TYPE B STABILIZATION SY 1.349 7 285-704 OPTIONAL BASE, 8.15E GROUP 04 SY 527 8 255-706 OPTIONAL BASE. BASE GROUP 110 60 823 9 327-70-1 MILLING EXISTING ASPHALT PAVEMENT1.r AVGI SY 543 10 331-2-I TYPE 3-01 ASPHALTIC CONCRETE STRUCTURAL COURSE TN 96 11 331-3-34 i0PE S-1 ASPHALTIC CONCRETE STRUCTURAL COURSE TN 111 12 425-r-201 CITYDF MIAMI INLETS TYPE 'F.3 IN/ 0-5 BOTTOM < 10' E4 2 13 425-1 521 CITY OF MIAMI INLETS TYPE "D-1", <10' EA 2 14 425-5-1 MANHOLE ADJUST - UTILITY Ea 2 r"a 430-r75-118 r8-(RA HP PIPE OR APPROVED EQUAL. ANY DEPTH CUT LF 45 15 443-70-4 FRENCH GRAIN. 24" HOPE LF 215 17 520-1-10 CONCRETE CURB 3 GUTTER. TYPE F LF 1, 1a4 16 529 2.4 CONCRETE GURU. TYPE D LF 234 19 522-1 CONCRETE SIDEWALK 4' THICK (INCLUDES PEDESTRIAN RAMPS) SY 45 20 522-2 CONCRETE SIDEWALK 5•' THICK (INCLUDES DRIVEWAYS} SY 41 21 526-1-1 SWALE BLOCK SY 86 22 570-1-2 PERFORMANCE TURF. SOD SY 331 23 580-1.1 LAUNSCAPE CCMPL=TE LS TOTAL ROADWAY AND HAR05CAPE PAY ITEMS. SW 5th Street from SW 29th Avenue to SW 27th Avenue, Roadway Improvements CITY OF MIAMI PROJECT NO. B-30966 " BASE BID ITEM PA'NOITEM DESCRIPTION UNITS QUANTITY SIGNING AND PAVEMENT MARKING PAY ITEMS 24 700-1-11 SINGLE POST <12 SF A3 7 25 700-1-60 ' SINGLE POST SIGN. REMOVE AS 6 25 706-3 RETROREFLECTIVE PAVEMENT MARKERS EA 13 27 711411-123 THE+1MOPLASTIC STANDARD WHITE, SOL16. 12•' LF 76 28 711-1I-125 THERMOPLASTIC. STANDARD. WHITE SOLID_ 24" LF 28 29 711-11.231 THERMOPLASTIC. STANDARD. SKIP (10'-30'I YELLOW 0 GM 0089 30 711-10-201 THERMOPLASTIC. STANDARD. YELLOW. SOLID. 6- GO 0.938 TOTAL SIGNING AND PAVEMENT MARKING PAY ITEMS SUB -TOTAL BASE BID N/A ALLOWANCE FOR PERMITS AND ARCHEOLOGICAL MONITORING DEOI0A TE1D ALLOWANCE N/A CONTINGENCY OONT. ALLOWANCE I TOTAL BASE BID (ROADWAY) JVA Engineering UNIT COST TOTAL AMOUNT 5.00000 5 500000 5 5.000.00 5 5.000 90 5 5.000 00 $ 5-900:00 Subtotal: $ 15,000.00 i 10 00 S 5.790 00 a 30.00 5 750 00 i 4.00 5 5.396 00 11.09 5 5:797 00 12.00 5 9.576.00 5 4.00 0 2(172.00 5 16090 5 15.360 00 a 160OD 5 17.760 0D 5 5.000.00 5 10.000.00 5 1.900.00 5 3,600,06 350.00 5. 700.00 3 55 00 S 2.475 05 a 115.00 5 24.725.00 a 21 01 5 24.864 00 5 20.00 5 4,680.00 5 45.00 5 2.025.00 5 54.00 5. 2.214.00 5 63.00 5 5 418.00 5 5.00 5 1,650.00 i 3.00000 S 3.000.00 Subtotal: $ 148,452.00 5 375.00 5 2.325.00 5 100.00 5 600.00 5 5.90 5 65.00 S 2,00 5 152.00 " 4 09 5 112_00 5 5.230.300 5 465 47 5 5.230.900 5 198 74 Subtotal: $ 4,218.21 Subtotal Base•Bld: $ 167,670.21 7,375.0C 7 375.00 , 14,750 00 5 14.750.00 $ 1 89,795.2i WATER MAIN IMPROVEMENTS DEM fTEM NO. DESCRIPTION UNITS QUANTITY r I F•ar performing prep•arat0r/ ark and .perallons r llc0llnn9 `01 pequnhlg ^he raw. 11 Me pr.yect needing Prerrennori and a1Cedlanl1e ai 1ACT `kd eakalag mar2lels and await ays. petit. al 1hmh Sae pad :order rthnw pavmmt gems. LSS For oo6'r5 and deevewg 10 Yee Crepadmen, 3-inch zurc-waled deckle non aide and 'mmgs for wafer men LF 377 For alsla1leq 3-4r:h _1r.e:0ated luCIde den pipe and'41m9s and ahes for water roam LF 070 For selling Ind lelivelilg to the Depanrrlenl d-mcll zmc.noaled '31ielde eon pipefilings and 'valves t01 water main the ones per Impaf Font Jr LF 30 5 FOr retailing 8-rneh zinc.coated luellle ron Piperatings and valves for wale, main LF 30 For -,elllrg and SelIvnnrlg '0 the Depanntonl 4ench ilea -,.paled 1vrtlle non rope IaLngs an4'ualve'a r0r water main LF IS For installing 1-m•:h zinc.caated ductile ',en prpe 111rrrgs and rahres for water mom LF 15 5 A F, M j 1...myth) :Orindr.'R1ms:'0 40101 g +rater roam at SW ilh Street and SW 291h Ave liSTA il.ve.• Mttlnj rranlehney and nslad g IaopIrg skeveslsl,stamg5 s1ee1131M tapping r31ve5 4rld ;1Neg Ind Nrehrg eaetlrlg maen51. 3s shown on the Pra1g compere EA r 9 F+.,,:harden] 34' laming wa rlaclrlme, 'aausllrrg'ealer mein al 5W 503 51r J arrd 5W 2711.1 Ave ISTA 117.7211. r1lcAa n) hemmer) and nslaM1lg Nipping 5laeseslsl rslamleess5 sleek aho'afpaag aelveg and culling seed ^appag !rung eralmsl, as shown on the Pans. owpplele Fun + 10 F V •naklj 2' +.11-,n +adrsiecVo8105l10 ealstul9 water nlamfsl as 5W 5035T ISTA 115.761 and 5TA 1 r5.?0SI aloud ail ` umiserg And msrallrv4 art'i1111190 necessary for wnrlectkanisl as "Alen en Me marts complple EA - 1 I Fur ^oeling .and loovemg !o rile Cenanntels foe hydrant assemblies Oh ward posts. conrprete EA 12 For Installing lire hydrant aseemnlies wah guard pests- complete EA .. 11 For Furnishing and irlstalhj '-nrch single servlue shod. including reconnecting of ;uslcrller's service pipe and meter transfer complete EA r.l For 'wnlsrnrlg and nslalll g I -inch single servee:0ng, .nelks ag reconnesiag of ;uslomers servlee pipe and meter transfer cdmptete. EA 3 l5 For °earu0Nry rq and restating I -inch dual serre short. n1011deg 'econnectlan of customer s service Pipe and meter transfer wmplele .Carsrrgrna 1en11 EA 1 16 Per full.sneq lead .nslvlug r.mcn dual atilSCe bear, alcltidvarmec g recatrat of eusrum ner s "ace Pipe and meter 4ras.Y fry Co3lplele,Conhn el rent, EA 5 t 7 For'+mrs1c q aril nclll9fy 2-both SINJle .e0+iCa SI\n noodled recanncclon a1 300lomer s service pipe and meter hinds, +xnmrl1lethe price each or EA 1 16 For farming and n31a111rg 2-inch Sing*selvece rang metullrg reconnection of 7uslomer s service aloe arid peeler mesh, complete the once each of EA I 10 For T oolroning F1061'4fg Valve Oidte! Assemhhos iFVOsl for water mains at the orations shown on the Plana, inmplele EA 4 20 For conslnrctnw, Au Release Valve Assemhlles IARVs: for water mains at the 10catons shown on the Plans. complete (Contingent Items FA 21 For furnishing 35rd nr5tatltny v-8q pddyethylene encasement for any size ductile son pope. Fmrng. or valve. LF 950 22 For trench evercur n 1-fool de lea nlcremerals. 10r arty size pep! 1Conerigenl teem] LF 150 23 For shearing na slang ordered 1eh'apiece by the Engineer 1Comur9e* deml SF 350 24 For rem0 el Irmispoll did Nyae a0IA 1SPOsal of aa.hle beckfih malenalS includerg leipnq 'ens as °reefed by the Ergesser (Curualgert Sem! EY 100 25 For furraiseing and retailing 344d10ra1 a014410 beard{ 5lateral. as directed by the engineer 1Camlrgent Item t CV 100 26 For"amending !Turret:IN oase for Type 'M" permanent pavement repairs 5Y 266 _ :0,74 14 4 47 011 5 40 370 00 a 35 00 5 00 150 20 5 74 00 S 2.220 00 5 35 00 $ 1050.00 3 31' 00 $ 465 00 5 1500 5 52500 5.000 00 5 5 000 30 a 900000 S 8 000 00 a 5.500,00 5 11 000 00 a 2. 080 00 3 4.150 00 , 1.10000 S 2.200.00 s 75000 5 5.2s004 - 765 00 5 6..745 00 785 00 0 7955 00 755 00 S 3.775.45 $ 4 400 00 5 4.406 )0 a 4 400 00 $ 4.W1000 S 1400 00 $ 5.100 00 5 1.40000 5 1 400 00 5 2.00 5 I.900 00 $ 1 00 5 150.00 5 1 00 3 150 00 S 1 00 5 100 00 5 t 00 $ 100 00 S 16 0C 3 4 :56 00 27 C 3 xngtrucling -ma 'd' IS rv;rMe 3ulface=03310a nwrnarrere eatffi00*0 feelers 58 200e3 20 -vr ;old ,nala! -roe r Snd =7.,0- roedw(rr eurlare ;elase'nr pemmanent pavement re019lrs. namnal 1 12 ncht*Ck i. runs IS 3h.sn on Plansl ICvnlin jgnl lam, SY 29 Far-:orstr„ erg r;ne i nerns:tr,en! uavenlent repa,,s.or ,iCT marlhav npnn,utl 1.1,2 non !hick martnnulad 35pnalllr ,On[rete ,teannq terrace 'Nerlav (ricapn no 9 5 *eh rubber,' faros es shown an Dien;1 1 c;anla,3001 'tam: SY (Oe;' 30 Fir 'stuac ng '..a -.ores nue•egs faeLejea r0OlOoert 3, aMNeerased 00 the 3OIRractef s Inemllon *Iva uggr gale',,:n, .f 4,13ressale Burn 31 Fir lurreermoj IiMlc "metro' Aggregate Sum. • SUBTOTAL WATER MAIN WORK = 33 Far emtilolrej mdurmed nlf-10v poono ,'firers f01 the nure 01-000dena,re et^vatic the eggs, Bete seen e1 IGedxa1M Aepwanoer Dew a0 3.1, For -rsl of requlrn-KI or:mse5. forts 11spec0ans.. Im11a,:, lees. 1 3UUrnuTed 1.014, Engire33 The ;um ,f3".311•esiu0lulal Item No 32 l'03..,Subtotal Item No 32: IDedlcele0 Alkmeancer LS 1 J$ 7 .t ,mleueyapn corxmrns :ur minor :nllslnrCl1011 elar✓3e5. 3110 1Oi-:kuanllls 3rju51111e11I5 II 3rdsnxI ay the Err near Gm the ,?I 10°e 3f't'e 5,etetal Item No 32. I. 101 8 oSuelnlak (lent Nn 32) f{amX3er[v Allowance! LS SUBTOTAL ALLOWANCES = TOTAL WATER MAIN TOTAL (ALTERNATE) COMBINED TOTAL &0 AMOUNT BASE HID . ALTERNATE , 16 09 5 3 200 30 1 360 3 5322 :10 3 12'3n 5 1274,30 2 300 30 5 230900 , 1000 00 3 10no On 5 112,743.60 45 90 1800 ']0 1 5 ' 82 20 a 6 .8239 1727430 1727a30 S 24,256.59 $ 196,999.59 $ 386,794.80 Maggot. Hann Construction Metro Express RG Engineering UNIT COST TOTALAM00NT UNIT COST TOTAL AMOUNT UNIT COST TOTAt AMOUNT UNFT COST TOTAL AM0100r :[ • .09.0 i 3-_GO 30 5 9 990 00 0 - 5 9.100913 3 - , rr, r. , 3 ,' 1 0 , 8500 00 5 650000 5 - 3 - 5 5 009 GO 3 - . . 3 „ .0.• 34) 5 2300200 5 - S - 5 2 20000 3 Subtotal: 1 5 31,000.00 Subtotal, 5 39,492,00 Subtotal: $ - Subtotal: I $ 16,000.00 0 .5 .0 3 43:S4. 5 1590 3 558530 3 436i5 3 174 30 $ 1 nit1 5 57•,r rr 3 ..I ,c5 5130 13 3 90 00 5 2.250 30 i 12 00 i 5 300 90 5 30)00 S 15010 3 i 74, 30 3 5 25 5 7 082 25 3 5.00 5 6.745 00 3 15 20 S 20 225 00 7.1,; .10 3 12 10 S 679530 5 12.00 5 0.32400 5 3700 S 19. 19900 1475 5 12 139.25 3 1530 5 12 345 90 5 4000 5 3252030 3 5 70.. ,' 3 5 70 5 3 095 10 5 4 71 : 3 2 172 30 5 5 00 3 2 715 00 5 200 1, 3 - 14010 S 13 440 00 5 120 30 3 11 520.00 5 125 60 1 -3 12.000 00 3 20'] 3 i ... ' ' , 152'30 5 16 572 40 -3 120 90 5 13 320 30 3 125 90 3 13 375 20 5 310031) 3 '- 3 370000 5 a ,3030 3 5.50000 S 1030030 5 410090 5 13 030 00 S 3 100 -.Cr 3 3 3 10090 5 a:nu 00 3 5 000.00 3 10 700 70 5 3.500.00 0 7 000 00 5 500 00 , • - '. 620 30 5 1 240 00 5 300.00 15 3300 30 3 400 OO 5 800.30 $ .17 ;1: r 70 JO h 5 3 F 50 30 95 30 3 4 275.90 3 125:00 3 5 625 30 3 _ 145 30 5 31 175 70 5 12330 15 25 300 .310 3 13000 5 27 950 00 3 .3 _'. 5 . 29 in - 5 24 272 Ott 5 19 30 i 2 4'3 J0 5 25 90 S 296110 60 5 20 33' .r .,, 1830 3 423200 5 6., 5 374470 3 2000 5 4 580 00 S 50 00 5 2 250 ' 80 00 S 2.700 00 3 37 00 3 1 655 00 3 100 00 S 4.500 00 5 50 00 i 5 2 -11, i 55 30 5 2.255 10 5 45 00 5 1 345.00 3 125 00 5 ' 5.125 JO 3 80201 5 5'4330, 3 92.00 5 7 332 10 5 5490 5 4.334430 5 5000 5 4 300 00 6 00 5 1 380 JO $ 1400 S J 320 00 5 7 00 5 2 310 CO S 25.00 5 825000 3 5. 710 Jr, I i 6 00 an 5 8 300 . 5 5 3300 ^.0 3 22 300 30 3 _332 130 00 0 10 00U 0u 5 TO 000 70 Subtotal: I $ 18i,774.00 Subtotal: f $ 172,297.90 Subtotal: 5 165.379.00 Subtotal: $ 223,614.00 3 11A, 30 3 2 0 , _ 3 1 325 30 5 7 173 40 3 35.3 033 3 2 450 00 0 250.30 3 1 7.0 30 3 411 ,0 5 :40J33 $ 8000 5 48030 - 10000 5 330430 5 10000 5 5011 ,0 5 343) 1 5 7e00 0 700 3 el 00 3 5.0 5 6500 5 500 5 6590 5 .710i3 2..18 Al 3 5.50 3 418.00 5 250 S 19000 .3 200 S 15200 a a -.0 i S 168 1.0 3 7 75 5 417 00 5 3 00 5 64 00 5 5 00 5 '40 930 5 6 J00'100 5 53415 5 3 500 900 S 311 50 5 5.000000 5 445 00 5 1.000 000 5 99 Sri a 6 NO `310 5 2213 30 5 4 000 000 $ 152.96 33 5.090000 $ 190 30 $ 1 000 000 $ 38 501 Subtotal: I $ 3.576,00 Subtotal: 5 8,544.50 Subtotal: S 4,024.03 Subtotal: S 2.834,00 Subtotal Base -aid: 5 216,350.00 Subtotal Base•Bid: 7 $ 220,634.40 Subtotal Base -Bid: $ 163,603.00 Subtotal Base -Bid: $ 242,448.00 5 7 3. 5'711 i 7 .175 00 3 7 375. MI 5 7 375.00 a 7 .375 10 15 7 375 09 5 7 375 00 5 7 375 00 5 5 3 - 5 - 3 - /$ - 5 . 5 5 223,725,00 5 228.009,40 S 176.978.00 5 249,023,00 3 700 '18 a .., 1...1. > 1 -r:fl :0 > > >"., 'r1 > 2 ;rA :5 ".Ca :0 > 17CC ;fr ; , _ _ }1 09 ; 29 580 00 0 37 d0 5 12 764 10 5 22 'Al 5 � 10 • ill 20 a 33 20 a r 17 4'0 31 5 65 0713 5 47 35:1 511 1 .12 Si 5 37 383 7a . 12 00 a 27 840.00 5 40 00 5 III 34 300 70 5 20 30 4 G00 70 5 30017 1 1.505 10 5 IS ":0 5 640 00 5 55 189 5 f 350 30 i 60 i0 31 2.4GC 30 S 50 00 3 1 389 00 1 190 91) 5 3 300 ^_0 . 50 00 5 1 505 00 70'3C' a 45av .In 5 66 1:5 a 990 75 a 30 CO 3 450 00 ; 50 00 i ?SO 90 S 00 7U S 30!i 75 i 35 00 $ 975 00 0 195 00 5 I ii0 10 r 50 00 i MOM i d6G •'h0 S t1160 WO a 512'300 a 532200 a 320070 a 32^000 5 5^10070 a 5080 60 5 5 350 ]0 i i 350 7a 5 10. 440 110 5 10 440.00 5 12 5500.00 i 12 590 '10 i 8 000 00 i 6 000 OU a 1050 :0 5 _^^_ 100 Od 5 2.690.00 5 5.384 70 5 1 261 70 5 2.500 00 5 3 000 00 5 6 909 _0 i 2.740.00 i 5 439 00 i 2 3110 00 $ 4 750 00 3 4 270 00 i 5 I 8 700 09 i 5 500 OO 5 I 1 200. 30 a60 •70 5 I "a0 30 5 735 ua 5 1 470 00 5 4 994,70 S B COO 7a ; 2 500 DO 5 5.000.00 - 64O 30 a 4 1aC ;,�y a 1 550 00 5 10 050 00 5 3 200 70 i 22 405 70 a 1 000.00 5 7 000 00 5 1 850 30 5 18.050 010 5 3.000 X 5 34 200 00 71 1.000..00 5 9 300 70 I,50000 5 I50000 S 1. 75000 5 175010 3 4 800 00 S 4.150000 a 1,20000 S 1 200 00 a 960 •30 $ 4 :04 34 . 2-100 00 5 10500 CO a 5200 00 $ 26.300 00 5 1.300 00 5 6 500 00 t 5C�0 ]0 $ 15170 1N1 a 3.4011.00 5 3 4013 :3(1 3 5 300 30 i 5 WO 30 a 2 400.00 S 2 IGO 00 n ) :500 70 S 1 58010 5 3.750 30 5 5,750 DO $ 9 300 00 $ 0.200 00 $ 2.500 00 $ 2 300 00 S 1.4T0 0@ 5 4 290 90 3 953 30 $ 3.S 12 70 $ 1500 00 7 O MO OD $ 3.000 90 $ 12 000 00 900 00 5 9C0 00 5 909 00 5 090.00 5 1 290 09 5 1 200.30 S 2.500.00 0 2.500 00 $ 00 S 1,000 00 5 0-75 S 712.50 5 2.00 5 1.900 00 5 2.00 S 1.900,00 r 5 44 5 750 00 $ 1 50 $ 225 CO $ 0 10 $ 15 00 S I.00 $ 150 00 $ 5 00 5 750.00 5 2 00 $ 300.00 5 0 10 5 15 759 5 1 00 S 150 00 5 5 00 5 500 00 $ 6 CO 5 600 00 a 15 1)0 5 1.500 00 5 10.00 5 1 000 00 5 00 5 500 00 5 12 00 5 1 200 00 5 15 00 5 1 500 00 5 12 00 5 1.200 00 70 00 5 5 920 30 5 15. '5 5 4 139 50 i 25 30 3 8 659 00 5 14 00 $ 3 724 30 's ,5 in 5 3390.55) 4 11 50 5 3 959 30 3 3+30 5 554630 3 i 670 3 37+7 1+ , 10 34 3 1.+ 3C0 30 5 1 39 i 5 47190 3 .1 70 5 5 368 30 5 3 Z5 5 -t ;1 , :0 5 1500 3 15333010 5 990 5 7051360 3 2000 5 2741230 $ 12+50 5 1271175 3 t 000 so 5 t No GO 5 2.900 50 5 2 154+ 30 5 1 900 00 5 1 3G3 Al 5 1 500 00 1 + .•... _._ a 1.400 30 4 +!.700 70 5 7 000.30 3 7 000 00 3 1 90!.t )0 : 1 ;t. 3 5 000 00 3 5 :..... 178,860.00 $ 200,668.75 257,816.00 5 189,465.00 5 1090 3 40000 5 155 .30 8 0290.00 5 -,0 +5 5 t6 ,... .1 to. .t,...]C 3 5 265 30 3 5.355 36 3 6.0^01)6 5 8.•1:0 06 5 7 73,1 48 '"-t J8 _ i .a' .5 3 17 3136,30 3 17 366 00 5 20 066 30 5 20 366156. $ 25 781 50 5 25 791 30 3 19 "W a 5i• ... .. 5 23.651.80 5 32.286.94 5 51,516.08 5 41.930.45 $ 202,511.80 $ 425.236.80 $ 232,955.69 $ 460.965.09 $ 309,332.08 $ 486,310.08 $ 241,395.45 $ 491,218.45