Okaloosa County BOCC — April 1, 2014 — Cost Estimate — reading text

INNERLIGHT ENGINEERING CORPORATION P.O. Box 459 © Fort Walton Beach, Florida ® 32549 Phone: (850) 333-4370 or (850) 333-4372 Think ° Solve ° Serve - QUANTITY TAKEOFFS — Nature Lake - Phase 1 Minor Development Order CG Olson, LLC Friday, November 22, 2013 item No. Description Unit Quantity Unit Cost Total Cost GENERAL CATEGORIES & EROSION CONTROL 1 __ | CONSTRUCTION ENTRANCE/EXIT - | ea | 100 | $2,500.00 | $2,500.00 2 |CLEARING & GRUBBING - | ac | 10.86 $3,500.00 $38,010.00 3 [STANDARD DUTYSILTFENCE - - uF | 24,666.00 $2.00 $49,332.00 4 __|HEAVY DUTY SILT FENCE ur | 0.00 $3.00 $0.00 5 _|INLET SEDIMENT TRAP (ON PAVEMENT) ea | 57.00 $42.71 $2,434.47 6 __ | TEMPORARY STABILIZATION (MULCH) ac | 138 $4,600.00 $6,348.00 7___|PERMANENT STABILIZATION (GRASS OR SOD) [as | 1.00 $53,000.00 $53,000.00 8 —_[6'CHAINLINKFENCE & GATE is | 1.00 $21,000.00 $21,000.00 ROADWAY SYSTEM & SITE WORK 1 |PARTHWORK - CUT AND FILL-ONSITE (IN PLACE VOLUME) cy | 55,770.00; $3.00 $167,310.00 2___|SUBGRADE STABILIZATION sy | 27,696.00 $2.00 "$55,392.00 3 _|8" MINIMUM GRADED AGGREGATE BASE COURSE OR APPROVED EQUAL sy | 22,590.00 $3.00 $67,770.00 | 4 _|ASPHALTIC CONCRETE PAVEMENTS | is | 100 $180,000.00 $180,000.00 5 24" CONCRETE ROLL CURB ur | 14,319.00 | $10.00 $143,190.00 6 _|18" STANDARD CURB AND GUTTER up | 234.00 $2,340.00 7 | STRIPING is 1.00 $3,500.00 | 8 |siGns [ts | 1.00 $10,000.00 7 $629,502.00 ce STORMWATER MANAGEMENT AND DRAINAGE SYSTEM y 1 |18X 20 £2648 W/TITE SLD HOPE PIPE. tr | 3,530.00 $15.49 $54,679.70 2 [24X20 F2648 W/TITE SLD HOPE PIPE | ur | 1,857.00 $22.59 $41,949.63 3 |30.X 20 F2648 W/TITE SLD HDPE PIPE ur | 87.00 | $28.75 $2,501.25 4 |36X 20 F2648 W/TITE SLO HOPE PIPE ; 7 Lp | 1,412.00 | $36.44 | $51,453.28 | 5 [42X20 F2648 W/TITE SLO HDPE PIPE 7 ir | 4700 | ~—-$47.98 | $2,255.06 6 —_|48X 20 F2648 W/TITE SLD HOPE PIPE ur | 290.00 $53.64 $15,555.60 7__|TYPE"C" INLET (0'-4") W/USF 6210 cA | 2.00 | $1,126.14 $2,252.28 8 TYPE "C” INLET (6'-8') W/USF 6211 FA | 3.00 $1,409.98 $4,229.94 | | 9 TYPE "D" OUTFALL (14"-16') W/USF 6607, NO SKIMMER | ea | 1.00 $2,750.34 $2,750.34 10 _TYPE"D" MODIFIED (12'-14') W/6" TOP, USF 6607 ca | 1.00 $2,531.16 $2,531.16 11__|TYPE"D" MODIFIED (18'-20') W/6" TOP, USF 6607 bea | 1.00 $3,193.71 $3,193.71 12 TYPE "D" INLET (4'-6') W/USF 6607 ea | 1100 | $1,651.06 $18,161.66 13 TYPED" INLET (6'-8") W/USF 6607 7 FA | 11.00 $1,819.22 $20,011.42 14 _|TYPE"D" INLET (8'-10') W/USF 6607 7 ; [ca | 1.00 $2,266.52 $2,266.52 15 TYPE "D" INLET (14'-16') W/USF 6607 - - lea | 200 | $2,735.87 $5,471.74 | 16 TYPED" INLET ('-10") W/USF 6607, 72" DIA. J-BOTTOM 7 ca | 2.00 $2,830.42 $5,660.84 17__|TYPE"D" INLET (6'-8') W/USF 6607, 60" DIA. J-BOTTOM - FA | 2.00 $2,256.22 $4,512.44 18 TYPE "D" INLET (4'-6') W/USF 6607 7 | ca | 9.00 $1,699.06 "$15,291.54 | 19 | TYPE "D" INLET (6'-8') W/USF 6607 cA | 5.00 $1,907.81 $9,539.05 | 20 TYPE "D" INLET (8'-10') W/USF 6607 - EA 100 | $2,117.81 7 $2,117.81 21 TYPE "D" INLET (4'-6') W/60" DIA. J-BOTTOM, USF 6607 | ea | 1.00 $2,045.02 | $2,045.02 22__|48" DIAMETER JUNCTION BOX (4'-6') W/USF 170 _ ca | 4.00 | $1,237.54 | $4,950.16 23 48" DIAMETER JUNCTION BOX (6'-8') W/USF 171 EA | 3.00 | $1,368.79 $4,106.37 24 48" DIAMETER JUNCTION BOX (8'-10') W/USF 172 EA 4.00 | $1,568.33 | $6,273.32 25 72" DIAMETER JUNCTION BOX (14'-16') W/USF 173 EA 1.00 $3,722.99 $3,722.99 26 72" DIAMETER JUNCTION BOX (10'-12') W/USF 174 EA | 1.00 $3,003.26 $3,003.26 | 27 MITERED END SECTION (12" PIPE) - EA | 1.00 $545.48 $545.48 | 28 MITERED END SECTION (18" PIPE) EA 3.00 | $787.23 $2,361.69 29 _|MITERED END SECTION (36" PIPE) : EA 0.00 $0.00 $0.00 30 MITERED END SECTION (42" PIPE) EA 1.00 $1,416.37 $1,416.37 31 MITERED END SECTION (48" PIPE) EA 2.00 $2,446.76 $4,893.52 32 36" FDOT INDEX 264 "U" ENDWALL _ EA 1.00 $1,864.89 $1,864.89 33/10" ADS-N-12 PERFORATED PIPE (BOTTOM FILTERS) - uF | 2,452.00 _ $18.00 $44,136.00 34 12" ADS-N-12 CIRCULAR DRAIN PIPE (OUTFALL) _ LF 154.00 $12.56 | $1,934.24 35 TYPE "D" OUTFALL (14'-16') W/USF 6607, NO SKIMMER EA 1.00 $2,750.34 $2,750.34 36 TYPE "D" MODIFIED (12'-14') W/6" TOP, USF 6607 ; FA | 1.00 $2,531.16 $2,531.16 37 _|TYPE"D" MODIFIED (18'-20') W/6" TOP, USF 6608 EA 1.00 $3,193.71 $3,193.71 38 [BEDDING STONE TN | 182.00 $68.75 $12,512.50 _| 39 CLEANOUTS FOR BOTTOM FILTER EA 26.00 $169.81 $4,415.06 40 [SAND FILTER MEDIA FOR FILTERS TN 2,413.00 $30.00 $72,390.00 41 |RIP-Rap | TN 206.00 $76.72 $15,804.32 - $461,235.37 $1,263,361.84 Notes: 1. Material costs for stormwater were determined based on bids from Southeastern Pipe and Precast, Inc. and HD Supply Waterworks. 2. Stormwater System item cost includes item cost and appurtenances. 3. Labor Costs were provided by Contractor