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Home My WebLink AboutExhibit B-1City of Miami Capital Improvements Program Along Hagler Street Prom NW l.st Avenue to Biscayne Boulevard PROJECT ID : B-30606$ DATE: 1Q/21/2013 9' �u!a Sri IJYIM- tal,C ,..rr.?. .,> ar7,IF.,. V.":±�- ,A.nfrmWit, ITEM PAY ITEM DESCRIPTION UNITS QUANTITTY UNIT PRICE TOTAL 1 104-18 {) INLET PROTECTION SYSTEM i EA 33 $ 82,00 $ 2,706.00 2 110-1-1 CLEARING AND GRUBBING . �°'''G �'• AC 6,70 $ 10,420.00 $ 59,394.00 3 120-1 REGULAR EXCAVATION : „ ! } 1 CY 5744 $ 6,25 $ 35,900.00 4 120-6 EMBANKMENT . '"' 1 CY 42 $ 9,75 $ 409.60 5 160-4 TYPE B STABILIZATION 12" (LBR 46) A SY 14099 $ 3,85 $ . 64,281.15 6 285-706 OPTIONAL BASE (BASE GROUP 06) (8" LIMER0CK AS PER CITY OF MIiMI) SY 14099 $ 15.85 $ 223,469.16 7 327-70-1 MIILING EXISTING ASPHALT PAVEMENT SY 194 $ 2.36 $ 456.90 8 334-1-13 SUPERPAVE ASPHALTIC CONCRETE TYPE SP9.6 (1,6" THICK) TRAFFIC LEVEL C TN 960 $ 100.00 $ 06,000,00 9 337-7-32 ASPHALT CONCRETE FRICTION COURSE TYPE FG9.5 (1" THICK) TN 690 $ 120,82 $ 83,366.00 to 425-1-332 INLET (TYPE P-3) (> 10 DEPTH) EA 1 $ 4,815,19 $ 4,816,19 11 426-1-342 INLET (TYPE P-4) (> 10 DEPTH) EA 1 $ 8,800.00 $ 6,800.00 12 425.1-432 INLET (TYPE J-3) (> 10 DEPTH) EA 1 $ 12,605,14 $ •12,605,14 1s 425-1-901 INLET (TYPE D-4) (< 10 DEPTH) EA 3 $ 6,600.00 $ 19,800.00 14 426-1.902 INLET (TYPE D-4)(> 10 DEPTH) EA 3 $ 0,900.00 $ 20,700.00 15 425-1-901 INLET (TYPE F-3)(<10 DEPTH) EA 18 $ 3,600.00 $ 64,800.00 16 425-1-902 INLET (TYPE F-3)(>10' DEPTH) EA 22 $ 4,200.00 $ 92,400,00 17 426-1-901 MANHOLE TYPE "D-4" (<10' DEPTH) EA 2 $ 0,600.00 $ 13,200.06 18 425-1-902 MANHOLE TYPE- "D.4" (>10' DEPTH) EA 1 $ 7,200.00 $ 7,200,00 19 426-1-901 MANHOLE TYPE "D-5" (<10' DEPTH) EA 2 $ 7,200.00 $ 14,400.00 20 425-1-902 MANHOLE TYPE "D-5" (>10' DEPTH) EA 8 $ 7,600.00 $ 60,800.00 21 425.1-901 MANHOLE TYPE "D-6" (<10' DEPTH) EA 1 $ 8,000.00 $ 8,000.00 22 425-1-902 MANHOLE TYPE "D-6" (>10' DEPTH) EA 6 $ 8,600.00 $ 42,500.00 23 425-1.904 USP 3.30.9 CATCH BASIN (>10' DEPTH) (OR APPROVED EQUAL) EA 2 $ 12,000.00 $ 24,000.00 24 425-2-102 USP 3-30.9 MANHOLE (>10' DEPTH) (OR APPROVED EQUAL) EA 2 $ 12,000.00 $ 24,000.00 25 425-2-102 USA 3-30.0 MANHOLE (>10' DEPTH) W1 SKIMMER (OR APPROVED EQUAL) EA 3 $ 12,000.00 $ 30,000.00 26 426.2-102 USP 3-30.2 MANHOLE (>10' DEPTH) (0R APPROVED EQUAL) EA 3 $ 12,000.00 $ 36,000.00 27 425-2-102 WATER QUALITY STRUCTURE - FIRST DEFENSE (OR APPROVED EQUAL) EA 3 $ 26,000.00 $ 76,000.00 28 426-4 INLET ( ADJUST) EA 1 $ 960 00 $ 980.00 29 4255-1 MANHOLE (ADJUST) EA 91 $ 625.00 $ 47,776.00 so 4255-1 STORM SEWER & SANITARY SEWER MANHOLE (ADJUST) EA 29 $ 626,00 $ 15,225.00 31 425.6 VALVE / WATER METER (ADJUST) EA 348 $ 300,00 $ 104,400.00 32 EXISTING INLET/MANHOLE TO BE REMOVED EA 67 $ 300,00 $ 20,100.00 99 430.176.118 PIPE CULV (OPT MATL)(ROUND)(18") (ALL PIPE TO BE RCP) LF 1420 $ 113.00 $ 180,460.00 34 430-175.124 PIPE CULV (OPT MATL)(ROUND)(24") (ALL PIPE TO BE RCP) LF 169 $ 130,00 $ 21,970.00 a5 430-176-130 PIPE CULV (OPT MATLXROUND)(30") (ALL PIPE TO BE RCP) LF 1931 $ 150.00 $ 269,650,00 36 820.1-10 CONCRETE CURB & GUTTER(TYPE "F") LE 3828 $ .61,00 $ 196,228.00 37 620-1-8 CONCRETE CURB'& GUTTER, SPECIAL LF 2222 $ 65.00 $ 144,430.00 38 520-2.4 6" CONCRETE CURS (TYPE "D") LF 757 $ 41,00 $ 31,037.00 00 620-3 CONCRETE VALLEY GUTTER LF 062 $ 30.00 $ 19,860,00 40 522-1 SIDEWALK CONC. (4" THICK) SY 1888 8 64.47 $ 102,839.36 41 522-2 SIDEWALK CONC. (8" THICK) (DRIVEWAYS) SY 436 $ 100,38 $ 43,765,88 42 700.20-11 SIGN SINGLE POST (LESS THAN 12 SF) AS 32 $ 310.00 $ 9,920,00 43 700-20-40 SIGN SINGLE POST (RELOCATE) AS 2 $ 180.00 $ 360.00 44 700-20,60 SION SINGLE POST (REMOVE) AS 60 $ 100.00 $ 6,000,00 45 700.48.59 SIGN PANELS, REPLACE, 16-1,00 EA 2 $ 400.00 $ 800,00 46 706-3 RETRO-REFLECTIVE PAVEMENT MARKERS (AMBER/AMBER) EA 244 $ 7.00 $ 1,708.00 47 708-3 RETRD-REFLECTIVE PAVEMENT MARKERS (RED/WHITE) EA 67 $ 7,00 $ 469.00 48 711.11.111 THERMOPLASTIC, TRAFFIC STRIPE SOLID (WHITE) (6") NM 1.09 $ 3,000.00 $ 3,270.00 49 711-11-122 THERMOPLASTIC, TRAFFIC STRIPE SOLID (WHITE) (8") LF 250 $ 1,20 $ 300.00 5o '711-11-123 THERMOPLASTIC, TRAFFIC STRIPE SOLID (WHITE) (12') LF 1665 $ 1.96 $ 3,246.75 51 711.11-124 THERMOPLASTIC, TRAFFIC STRIPE SOLID (WHITE) (181 LE 232 $ 2,40 $ 556.80 52 711.11-126 THERMOPLASTIC, TRAFFIC STRIPE SOLID (WHJTE)'(24") LF 3140 $ 3,75 $ 11,775.00 53 711-11-131 6" -10130 SKIP TRAFFIC STRIPE (WHITE) GM 0,20 $ 945.63 $ 189.13 54 711.11.160 THERMPLASTIC, STANDARD, WHITE, MESSAGE EA 6.00 $ 105,79 $ 634.74 55 711.11.170 DIRECTIONAL ARROWS EA 11.00 $ 48,63 $ 634.93 56 711-11-211 THERMOPLASTIC, TRAFFIC STRIPE SOLID (YELLOW) (6") NM 0.90 $ 3,000.00 $ 2,700.00 57 711.11.211 THERMOPLASTIC, TRAFFIC STRIPE SOLID (YELLOW) (8") LF 140.00 $ 0.95 $ 133.00 58 711.1.1-211 THERMOPLASTIC, TRAFFIC STRIPE SOLID (YELLOW) (18") LF 102,00 $ 2.66 $ 271.32 59 715-14-32 LIGHTING. PULLBOX, INSTALL EA 64 $ 288.97 $ 18,356.08 so 715-2-11 LIGHTING- CONDUIT UNDERGROUND LF 6391 $ 3,61 $ 20,639.71 ` VA l'410, tgai AM% ' . 2' akw 12 • c'N3 'Tiratiii kTd'1:a WV " :''., <..: i2lIg7 4.96:33i1a. 61 101-1 MOBILIZATION (20%) LS 1 $ 1,282,930,84 62 102-1 MAINTENANCE OF TRAFFIC (20%) LS 1 $ 479,499.27 63 0999 25 INITIAL CONTINGENCY AMOUNT, DO NOT BID (30%) LS 1 $ 719,24090 W Oa F K : ad ,i u k - ` 7 4 - - Rtrii" '" A 'ek 1 itti . gali 0' 64 LANDSCAPING SHEETS LS 1 $ 4,017,157.88 65 WATER AND SEWER RELOCATION LS 1 $ 21.2,500,00 66 FPL STREET LIGHTING LS 1 $ 825,000,00 67 UTILITY ADJUSTMENTS (APPROXIMATE VALUE) LS 1. $ 810,000,00 This cost Estimate Is an approximated value for the activities that ore Involved for the development of thls project, Final Quantities and Cost may vorie due to changes In the Construction IJoouments.