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Home My WebLink AboutEngineers Estimate Bedford Falls of Carmel (Storm Only)PROJECT: BEDFORD FALLS OF CARMEL LOCATION: Carmel, IN DESCRIPTION MONUMENTATION SANITARY SEWER STORM SEWER PAVEMENT CURBS WALKS WATER EROSION CONTROL T O T A L Note: This cost opinion was generated from Construction Plans prepared by Weihe Engineers dated July 22, 2022. PROJECT: BEDFORD FALLS OF CARMEL LOCATION: Carmel, IN DESCRIPTION MONUMENTS: STREET MARKERS BOUNDARY MARKERS T O T A L M O N U M E N T A T I O N PROJECT: BEDFORD FALLS OF CARMEL LOCATION: Carmel, IN DESCRIPTION 8" PVC PIPE - 6'-10' 6" PVC LATERALS WYES GRANULAR BACKFILL MANHOLES 8'-10' TELEVISE SANITARY MANHOLE TESTING AIR & MANDREL TESTING TAP INTO EX MH T O T A L S A N I T A R Y PROJECT: BEDFORD FALLS OF CARMEL LOCATION: Carmel, IN DESCRIPTION 12" RCP PIPE 15" RCP PIPE 21" RCP PIPE 24" RCP PIPE 30" RCP PIPE 36" RCP PIPE 24X24 BOX STRUCTURE 48" MANHOLE 60" MANHOLE 12" CES WITH TRASH GUARD 30" CES WITH TRASH GUARD 36" CES WITH TRASH GUARD OUTLET CONTROL STRUCTURE RIP RAP GRANULAR BACKFILL 6" SSD IN CURB 6" SSD IN SWALE SSD RISERS 4" SOLID WALL LOT HOOKUPS STORM FLUSH AND CAMERA T O T A L S T O R M PROJECT: BEDFORD FALLS OF CARMEL LOCATION: Carmel, IN DESCRIPTION STONE SUB-BASE (#53 STONE) (STREET) ASPHALT - 1.5" (9.5 mm Surface) (STREET) ASPHALT - 2" (19 mm Binder) (STREET) ASPAHLT - 3" (25 mm Base) (STREET) LIME STABILIZATION T O T A L P A V E M E N T PROJECT: BEDFORD FALLS OF CARMEL LOCATION: Carmel, IN DESCRIPTION 2' CONCRETE ROLL CURB STONE SUB-BASE (#53 STONE) CURB T O T A L C U R B S PROJECT: BEDFORD FALLS OF CARMEL LOCATION: Carmel, IN DESCRIPTION 5' CONC. WALK T O T A L W A L K S PROJECT: BEDFORD FALLS OF CARMEL LOCATION: Carmel, IN DESCRIPTION TRAFFIC CONTROL SIGNS T O T A L S I G N A G E PROJECT: BEDFORD FALLS OF CARMEL LOCATION: Carmel, IN DESCRIPTION 6" MAIN w/VALVES & FITTINGS 1" LATERAL - K COPPER SERVICE TAPS FLUSHING & TESTING HYDRANTS W/ VALVES METER PITS (SINGLES) T O T A L W A T E R PROJECT: BEDFORD FALLS OF CARMEL LOCATION: Carmel, IN DESCRIPTION PERMANENT SEEDING WITH MULCH TEMPORARY SEEDING PERMANENT SEEDING WITH EROSION BLANKETS TEMP. CONST. ENTRANCE SILT FENCE BEEHIVE INLET PROTECTION CURB INLET PROTECTION CONCRETE WASHOUT STR. 495 WATER QUALITY UNIT T O T A L E R O S I O N ESTIMATE OF PROBABLE COSTS ITEM: SUMMARY QUANTITY ESTIMATE OF PROBABLE COSTS ITEM: MONUMENTATION QUANTITY ESTIMATE OF PROBABLE COSTS ITEM: SANITARY QUANTITY 0 0 0 0 0 0 0 0 0 ESTIMATE OF PROBABLE COSTS ITEM: STORM QUANTITY 1256 1324 97 164 513 697 11 15 6 3 1 1 1 80 3896 3899 2219 16 598 10169 ESTIMATE OF PROBABLE COSTS ITEM: PAVEMENT QUANTITY 0 0 0 0 0 ESTIMATE OF PROBABLE COSTS ITEM: CURBS QUANTITY 0 0 ESTIMATE OF PROBABLE COSTS ITEM: WALKS QUANTITY 0 ESTIMATE OF PROBABLE COSTS ITEM: SIGNAGE QUANTITY 0 ESTIMATE OF PROBABLE COSTS ITEM: WATER QUANTITY 0 0 0 0 0 ESTIMATE OF PROBABLE COSTS ITEM: EROSION QUANTITY 0 0 0 0 0 0 0 0 0 UNIT UNIT EA EA UNIT LF LF EA TON EA LS EA LS EA UNIT LF LF LF LF LF LF EA EA EA EA EA EA EA TON TON LF LF EA LF LF UNIT SYDS SYDS SYDS SYDS SYDS UNIT LF SYDS UNIT LF UNIT EA UNIT LF LF EA LF EA EA UNIT SF SYD SF EA LF EA EA EA EA DATE: July 22, 2022 JOB #: W200515 UNIT PRICE DATE: July 22, 2022 JOB #: W200515 UNIT PRICE 150 300 DATE: July 22, 2022 JOB #: W200515 UNIT PRICE 44 32 330 27 5300 500 750 750 2500 DATE: July 22, 2022 JOB #: W200515 UNIT PRICE 40.8 46 62 67.8 83 102 1390 2215 3385 1005 3250 3582 2515 78 27 9.7 10.2 375 14 1.37 DATE: July 22, 2022 JOB #: W200515 UNIT PRICE 3.5 12.7 10.1 9.7 5.5 DATE: July 22, 2022 JOB #: W200515 UNIT PRICE 11 3.5 DATE: July 22, 2022 JOB #: W200515 UNIT PRICE 32 DATE: July 22, 2022 JOB #: W200515 UNIT PRICE 675 DATE: July 22, 2022 JOB #: W200515 UNIT PRICE 42 14 1.25 4850 850 DATE: July 22, 2022 JOB #: W200515 UNIT PRICE 0.05 0.27 0.16 3500 1.4 88 275 885 25000 TOTAL 0 0 524331.63 0 0 0 0 0 524331.63 TOTAL 0 0 0 TOTAL 0 0 0 0 0 0 0 0 0 0 TOTAL 51244.8 60904 6014 11119.2 42579 71094 15290 33225 20310 3015 3250 3582 2515 6240 105192 37820.3 22633.8 6000 8372 13931.53 524331.63 TOTAL 0 0 0 0 0 0 TOTAL 0 0 0 TOTAL 0 0 TOTAL 0 0 TOTAL 0 0 0 0 0 0 0 TOTAL 0 0 0 0 0 0 0 0 0 0