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HomeMy WebLinkAboutExhibit B-1City aff Miami Capital Xmprovements Progrartl Along Nagler Street Prom NW 1st Avenue to Biscayne Boulevard PROJECT ID : 8.306065 DATE: 1Q/21/2013 r warm dP St�CM1i�S,. ,N+Vk 0 Fil lJlillF:l:tlIJIrN,.,lti'iL•'Iv'iHEMMOi?!1t`l';'!:'MY<'�!`''�n.1'5.1 4•„1l3i+l!ib:�`fT, ITEM PAY ITEM DESCRIPTION UNITS QUANTITTY UNIT PRICE TOTAL 1 101.1 o r( INLET PROTECTION SYSTEM 1 1 - EA 33 $ 02,00 $ 2,700.00 2 110-1-1 CLEARING AND GRUBBING ,,•'.'"" ,;�' AC 6,70 $ 10,420.00 $ 69,304.00 3 120-1 REGULAR EXCAVATION '• , >" CY 6744 $ 6,26 $ 36,000,00 4 120-6 EMBANKMENT r , CY 42 $ 9,76 $ 400.60 5 1804 TYPE B STABILIZATIQN 12' (L3R 49) " ,1 SY 14099 $ 3,86 $ , 64,261,16 6 286-708 OPTIONALOASE (BASE GROUP 00) (0" LIMERdbKAS PER CITY OF MI4MI) SY 14099 $ 16.85 $ 223,469,16 7 327-70-1 WILING EXISTING ASPHALT PAVEMENT -�� SY 194 $ 2.36 $ 466,00 334.1.13 SUPERPAVE ASPHALTIC CONCRETE TYPE SP9,6 (1,6" THICK) TRAFFIO LEVEL 0 TN 960 $ 100.00 $ 9E4,000,00 9 337-7-32 ASPHALT CONCRETE FRICTION COURSE TYPE F09,6 (1" THICK) TN 690 $ 12432 $ 83,366.50 10 426.1-032 INLET (TYPE P-3) (> 10 DEPTH) .. EA 1 $ 4,816,19 $ 4,615,19 11 426-1-342 INLET (TYPE P-4)(> 10 DEPTH) EA 1 $ 6,60000 $ 6,600.00 12 426.1.-432 INLET (TYPE J-3) (> 10 DEPTH) ;A ' 1 $ 12,606,14 $ 12,805,14 19 426-1-901 INLET (TYPE D-4) (4 10 DEPTI-1) EA 3 $ 6,800.00 $ 19,60000 14 426-1.902 INLET(TYPE 0-4)(> 10 DEPTH) EA 3 $ 0,900,00 $ 20,700,00 15 426.1-901 INLET (TYPE F"3)'(' 10' DEPTH) EA 18 $ 3,600.00 $ 64,800.00 16 426-1-002 INLET (TYPE F-3)(>10' DEPTH) EA 22 $ 4,200,00 $ 92,400,00 17 426-1-901 MANHOLE TYPE "0-4" NO' DEPTH) EA 2 $ 0,600.00 $ 13,200.00 18 426-1-902 MANHOLE TYPE "D.4" (>10' DEPTH) EA 1 $ 7,200.00 $ 7,200,00 19 426-1-901 MANHOLE TYPE "D-5' (410' DEPTH) EA 2 $ 7,204.00 $ 14,400.0D 20 426-1-902 MANHOLE TYPE "D-6" (>10' DEPTH) EA 8 $ 7,000.00 $ 80,800.00 21 426.1-901 MANHOLE TYPE "0.0" (410' DEPTH) EA 1 $ 8,000,C0$ 8,000,00 22 425.1-902 MANHOLE 'TYPE "D-30 (>10' DEPTH) EA 6 $ 6,600.00 $ - 42,600.00 28 426.1-004 IJSP 6.60,9 CATCH BASIN (>10' DEPTH) (OR APPROVED EQUAL) EA 2 $ 12,000,00 $ 24,00000 24 426.2-102 USP 9-30.9 MANHOLE (>10' DEPTH) (OR APPROVED EQUAL) EA 2 $ 12,000.00 $ 24,000.00 zs 426-2-102 • USP3.39.0 MANHOLE (>10' DEPTH) W! SKIMM@R (OR APPROVED EQUAL) EA 3 $ 12,000.00 $ 30,000,00 25 426.2-102 USP 3-30.2 MANHOLE (>10' DEPTH) (OR APPROVED EQUAL) EA- 3 $ 12,000.00 $ 33,000,00 27 426-2 102 WATER QUALITY STRUCTURE - FIRST DEFENSE (OR APPROVED EQUAL) EA 3 $ 26,000.00 $ 76,000.00 28 426-4 INLET(ADJUST) - EA 1 $ 860.00 $ 980,00 29 426-0.1 MANHOLE(ADJUST) FA 01 $ 525,00 $ 47,776.00 so 426.E-1 STORM SEWER & SANITARY SEWER MANHOLE (ADJUST) EA 29 $ 626.00 $ 16,226,00_ 31 426.0 VALVE/WATER METER (ADJUST) EA 348 $ 3D0,00 $ 104,400.00 92 EXISTING INLET:MANHOLETooE13NmovED EA __ 07 $ 300.00 $ 20,100,00 39 430.176- 118 PIPE CULV (OPT MATL)(ROUND)(18") (ALL PIPE TO BE RCP) LF 1420 $ 113.00 $ 160,480.00 34 430-176.124 PIPE CULV (OPT MATL (ROUND)(24") (ALL PIPE TO BE ROP) LF 109 $ 130,00 $ 21,970,00 a5 ' 430-178.130 PIPE CULV (OPT MATL((ROUND)(30") (ALL PIPE TO BE RCP) ' LF 1931 - $ ' 160.00 $ 209,650,00 36 020-1-10 CONCRETE CURB & GUTTER(TYPE "F") LF 302e $ 31,00 $ 196,228.00 37 520-1-8 CONCRETE CURB'& GUTTER, SPECIAL - LE 2222 $ 06,00 $ 141,430.00 so 620-24 6" CONCRETE CURB (TYPE "O") LF 757 $ 41,00 $ 31,037.00 39 620-3 CONCRETE VALLEY GUTTER LE 662 $ 30.00 $ 19,661,06 4c 522-1 SIDEWALK CONC. (4" THICK) SY 1880 $ 64,47 $ 102,830.36 41 622-2 SIDEWALK CONC. (0" THICK) (DRIVEWAYS) SY 43B $ 100,30 $ 43,766,00 42 700-20-11 SIGN SINGLE POST (LESS THAN 12 SF) AS 32 $ 310.00 $ 9,920,00 49 700-20-40 SIGN SINGLE POST (RELOCATE) AS 2 $ 180,00 $ 360.00 44 700-20-60 SIGN SINGLE POST (REMOVE) T AS GO $ 100.00 $ 6,000,00 45 700-48.80 SIGN PANELS, REPLACE,10.1.00 EA 2 $ 400.00 0 800,00 46 706-9 RETRO-REFLECTIVE PAVEMENT MARKERS (AMBER/AMBER) EA 244 $ 7.00 $ 1,708.00 47 700-3 RETRO•REFLECTIVE PAVEMENT MARKERS (RED/WHITE) EA 67 $ 7,00 $ 460,00 48 711-11-111 THERMOPLASTIC, TRAFFIC STRIPE SOLID (WHITE) (0") NM 1.09 $ 3,000.00 $ 3,270,00 49 711-11-122 TI•IERMOPLASTIC, TRAFFIC STRIPE SOLID (WHITE) (8") LF 260 - $ 1,20 $ 300.00 60 711-11-123 THERMOPLASTIC, TRAFFIC STRIPE SOLID (WHITE) (12") LF. 1665 $ 1.06 $ 9,246.76 51 711-11-124 THERMOPLASTIC, TRAFFIC STRIPE SOLID (WHITE) (181 LE 232 $ 2,40 0 566.00 52 711-11-126 THERMOPLASTIC, TRAFFIC STRIPE SOLID (WHITE), 4j LF 9140 $ 9,76 $ - 11,776.00 53 711-11-131 6"- 10/30SKIP TRAFFIC STRIPE (WHITE) GM 0,20' $ 946.83 $ 189.19 54 711.11460 THERMPLASTIO, STANDARD, WHITE, MESSAGE EA 0.00 $ 106,79 $ 034.74 09 711-11-170 DIRECTIONAL ARROWS - EA 11.00 $ 48,63 $ - 694.93 56 711-11-211 THERMOPLASTIC, TRAFFIC STRIPE SOLID (YELLOW) (0") NM 0.90 $ 3,000.00 $ 2,700.00 57 711-11.21'1 THERMOPLASTIC, TRAFFI0 STRIPE SOLID (YELLOW (3') '- LF 140,00 $ 0.96 $ 133,00 58 71141-211. THERMOPLASTIC, TRAFFIC STRIPE SOLID (YELLOW) (I8") LF 102.00 $ 2,66 $ 271.32 59 716-14-32 LIGHTING- PULLBOX, INSTALL EA 64 $ 280.97 $ 18,369-08 so 710-2-11 LIGHTING • CONDUIT UNDERGROUND LF 0391 $ 3,61 $ 20,63071 111", r k3. 41024 P . ';.� : ,tdhAir l , 7 G j ? : k`i ,8•1S. b-'rT ' h'PSttaktUt. W`,, ,,-p! :ilYlgiNdoa4dv 62 101-1 MOBILIZATION (20%) LS 1 $ 4,262,930.84 62 102-1 MAINTENANCE OF TRAFFIC 2d% LS 1 ' ' 5�9 0999 26 INITIAL CONTINGENCY AMCUN , DO NOT BID (30%) LS 1 $ 710,240,00 }4i1,"8',vatii'(.'O" 05 q i AUi �t? x5si' .f._ 7,._�s,,,, MOMI '. `": n '-4101.'e)u"-?i 00,40.41116001. 64 LANDSCAPING SHEETS LS 1 ' $ 4,917,167,88 65 WATER AND.SEWER RELOCATION L9 1 $ 212,_500,00 66 FPL STREET LIGHTING LS 1 $ 825,000,00 6tt755^W' (APPROXIMATE VALUE) • LS ' 1 $ 810,000,00 :x` dat ��((�;` F�UTILITY �iti$mmito R.'n`•':1}u ;4�12IUSTgMggSNT'S itg k,t�d6v3Y7•Fd%,i';`:wf' yy��'�p1.tAg1 '.4r t �y,��-nt- . y : �`rrY3 � ��. �'�WGi5lld+64.�'l l�/'��,�c�l i51i��.v�h7F't��.t':�I:�.a~�l�r.`����7ny'4' 6 ,y1}.-,�,4 Yoe. �,y �. 7/pty7' qp �yeroy tog H"1•�SM1RfiI�!1'ZT%0nm, f? Is Cost Estimate Is an approxlmsted value for the eotivi0es that are Involved for the develaptnent of this proieot, Final Quantities and Cost may va11e due io changes In the Construction boouments. i