How To Calculate Power From A Generator
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113 ESTIMATE OF QUANTITIES ESTIMATE OF QUANTITIES ITEM NUMBER DESCRIPTION UNIT QUANTITY ITEM NUMBER DESCRIPTION UNIT QUANTITY CLEARING AND GRUBBING LS PAVEMENT DENSITY QUALITY ADJUSTMENT TO QU UNCLASSIFIED EXCAVATION AND DISPOSAL CY TEST SECTION ADJUSTMENT TO QU PROJECT MANAGER EMBANKMENT IN PLACE CY SELECT GRANULAR FILL CY SELECT GRANULAR SUBGRADE CY F9 BASE COURSE HMA, 80 SERIES COMPACTION TON PLANT PRODUCTION QUALITY ADJUSTMENT QU DILUTED TACK COAT GAL SAND BACKFILL CY MISCELLANEOUS COLD MILLING OF BITUMINOUS CONCRETE SY TRENCH AND CULVERT EXCAVATION CY SHIELDS AND SHORING SF TEST PIT EXCAVATION EA TEMPORARY WATERWAY DIVERSION STRUCTURE EA 1.0 DESIGN CHECK DRAFTING CHECK GEOTEXTILE BEDDING SY SEED AND MULCH - TEMPORARY SY CHECK DAM (DITCH BOTTOM WIDTH > 10 ) GRAVEL BAG - TEMPORARY EA SILT FENCE-TEMPORARY LF DRAINAGE STRUCTURE INLET PROTECTION, SILT FENCE - TEMPORARY LF REMOVAL AND DISPOSAL OF UNDERGROUND PIPE ACM (BV14) LF SUBBASE COURSE, OPTIONAL TYPE CY TRUE & LEVELING F9, SUPERPAVE HMA, 80 SERIES COMPACTION TON PLANT PRODUCTION QUALITY ADJUSTMENT TO QU F2 TOP COURSE HMA, 60 SERIES COMPACTION TON PLANT PRODUCTION QUALITY ADJUSTMENT TO QU PAVEMENT DENSITY QUALITY ADJUSTMENT TO QU TEST SECTION ADJUSTMENT TO QU F9 BINDER COURSE HMA, 60 SERIES COMPACTION TON TEMPORARY WATERWAY DIVERSION STRUCTURE EA CONCRETE FOR STRUCTURES, CLASS A CY EPOXY-COATED BAR REINFORCEMENT FOR STRUCTURES LB DRILLING AND GROUTING BOLTS OR REINFORCEMENT BARS EA SHEET-APPLIED WATERPROOFING MEMBRANE SF REINFORCED CONCRETE PIPE CLASS III, 12 INCH DIAMETER LF REINFORCED CONCRETE PIPE CLASS III, 30 INCH DIAMETER LF PRECAST CONCRETE BOX CULVERT, 6 FOOT SPAN, 4 FOOT RISE LF 30.0 FILL HT >=24IN REINFORCED CONCRETE HORIZONTAL ELLIPTICAL PIPE, CLASS HEIII, LF "" RISE, 23"" SPAN REINFORCED CONCRETE HORIZONTAL ELLIPTICAL PIPE, CLASS HE LF III 19"" RISE, 30"" SPAN SMOOTH INTERIOR CORRUGATED POLYETHYLENE CULVERT AND STORM LF DRAIN 12 INCH DIAMETER SMOOTH INTERIOR CORRUGATED POLYETHYLENE CULVERT AND STORM LF DRAIN 18 INCH DIAMETER SMOOTH INTERIOR CORRUGATED POLYETHYLENE CULVERT AND STORM LF DRAIN 24 INCH DIAMETER SMOOTH INTERIOR CORRUGATED POLYETHYLENE CULVERT AND STORM DRAIN 30 INCH DIAMETER LF PLANT PRODUCTION QUALITY ADJUSTMENT TO QU SUMP PUMP AND GUTTER DRAIN OUTLET TO STORM SEWER LF PAVEMENT DENSITY QUALITY ADJUSTMENT TO QU ALTERING DRAINAGE STRUCTURES, LEACHING BASINS AND MANHOLES EA TEST SECTION ADJUSTMENT TO QU PREFABRICATED ADJUSTMENT RINGS FOR MANHOLES EA F9 BINDER COURSE HMA, 80 SERIES COMPACTION TON ROUND PRECAST CONCRETE MANHOLE TYPE 48 LF 4.0 JOB MANAGER PLANT PRODUCTION QUALITY ADJUSTMENT TO QU F9 BASE COURSE HMA, 60 SERIES COMPACTION TON ROUND PRECAST CONCRETE MANHOLE TYPE 72 LF ROUND PRECAST CONCRETE MANHOLE TYPE 84 LF PLANT PRODUCTION QUALITY ADJUSTMENT TO QU SPECIAL DRAINAGE STRUCTURE LF EST_01.dgn FILE NAME = 31-DEC :21 DATE/TIME = slahera USER = DESIGN SUPERVISOR AS-BUILT REVISIONS DESCRIPTION OF ALTERATIONS: RECONSTRUCTION OF ROUTE 62 SY ROAD TO BERGHOLTZ CREEK (DRAINAGE, CULVERT, SIDEWALKS, NEW CENTER LANE) TOWN OF WHEATFIELD COUNTY: NIAGARA PIN BRIDGES CULVERTS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED CONTRACT NUMBER ESTIMATE OF QUANTITIES D DRAWING NO. EOQ-01 SHEET NO. 113 NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION 05 DOCUMENT NAME: EST_01.dgn
114 ESTIMATE OF QUANTITIES ESTIMATE OF QUANTITIES ITEM NUMBER DESCRIPTION UNIT QUANTITY ITEM NUMBER DESCRIPTION UNIT QUANTITY SPECIAL DRAINAGE STRUCTURE LF CONCRETE SIDEWALKS AND DRIVEWAYS CY PROJECT MANAGER SPECIAL DRAINAGE STRUCTURE LF SPECIAL DRAINAGE STRUCTURE LF SPECIAL DRAINAGE STRUCTURE LF SPECIAL DRAINAGE STRUCTURE LF HOT MIX ASPHALT (HMA) SIDEWALKS, DRIVEWAYS AND BICYCLE PATHS TON 310.0,AND VEGETATION CONTROL STRIPS PLANT PRODUCTION QUALITY ADJUSTMENT TO QU EMBEDDED DETECTABLE WARNING UNITS SY CAST-IN-PLACE CONCRETE CURB TYPE M100 LF SPECIAL DRAINAGE STRUCTURE LF FERTILIZER LB SPECIAL DRAINAGE STRUCTURE LF COMPOST CY 21.0 DESIGN CHECK DRAFTING CHECK STORMWATER TREATMENT SYSTEM (SWTS) (MAXIMUM FLOW CAPACITY EA 4.0 OF 63 GAL/SEC) UNDERDRAIN FILTER TYPE 2 CY OPTIONAL UNDERDRAIN PIPE, 4 INCH DIAMETER LF SMOOTH INTERIOR PERFORATED CORRUGATED POLYETHYLENE LF UNDERDRAIN PIPE, 12 INCH DIAMETER SMOOTH INTERIOR PERFORATED CORRUGATED POLYETHYLENE LF UNDERDRAIN PIPE, 18 INCH DIAMETER SMOOTH INTERIOR PERFORATED CORRUGATED POLYETHYLENE LF UNDERDRAIN PIPE, 24 INCH DIAMETER SMOOTH INTERIOR PERFORATED CORRUGATED POLYETHYLENE LF UNDERDRAIN PIPE, 30 INCH DIAMETER BOX BEAM GUIDE RAILING LF BOX BEAM GUIDE RAILING (SHOP BENT OR SHOP MITERED) LF BOX BEAM GUIDE RAILING WITH EXTRA LONG POSTS LF BOX BEAM END PIECE EA BOX BEAM END ASSEMBLY, TYPE III EA SINGLE-SLOPE CONCRETE MEDIAN BARRIER (OPTIONAL) LF SINGLE-SLOPE CONCRETE HALF SECTION BARRIER (OPTIONAL) LF I-BEAM POSTS FOR EXISTING BOX BEAM GUIDE RAILING EA TOPSOIL - ROADSIDE CY TURF ESTABLISHMENT - ROADSIDE SY TURF ESTABLISHMENT - LAWNS SY WATERING VEGETATION MGAL MOWING SY PLANTING - MAJOR DECIDUOUS TREES - 2 INCH CALIPER BALL EA 17.0 & BURLAP, FIELD POTTED OR FIELD BOXED PLANTING - MINOR DECIDUOUS TREES - 1 3/4 INCH CALIPER BALL EA 5.0 & BURLAP, FIELD POTTED OR FIELD BOXED POST PLANTING CARE WITH REPLACEMENT - MAJOR DECIDUOUS TREES EA POST PLANTING CARE WITH REPLACEMENT - MINOR DECIDUOUS TREES EA TREE REMOVAL OVER 4 INCHES TO 6 INCHES DIAMETER BREAST HEI EA 5.0 GHT - STUMPS GRUBBED TREE REMOVAL OVER 6 INCHES TO 12 INCHES DIAMETER BREAST HEI EA 5.0 GHT - STUMPS GRUBBED TREE REMOVAL OVER 12 INCHES TO 18 INCHES DIAMETER BREAST EA 5.0 HEIGHT - STUMPS GRUBBED TREE REMOVAL OVER 18 INCHES TO 24 INCHES DIAMETER BREAST EA 4.0 HEIGHT - STUMPS GRUBBED TREE REMOVAL OVER 24 INCHES TO 36 INCHES DIAMETER BREAST EA 1.0 HEIGHT - STUMPS GRUBBED TREE REMOVAL OVER 36 INCHES TO 48 INCHES DIAMETER BREAST HEIGHT - STUMPS GRUBBED EA RESETTING BOX BEAM GUIDE RAILING LF PRE-EXISTING STUMP REMOVAL UP TO 24 INCH DIAMETER AT 6 INCHES ABOVE GRADE EA RESETTING BOX BEAM GUIDE RAILING END ASSEMBLY EA PRE-EXISTING STUMP REMOVAL OVER 24 INCH TO 48 INCH DIAMETER AT 6 INCHES ABOVE GRADE EA REMOVING AND DISPOSING HEAVY POSTS BLOCKED-OUT (MOD.) CORRUGATED BEAM GUIDE RAILING LF DISPOSAL OF MATERIAL CONTAINING INVASIVE PLANT SPECIES CY REMOVING AND DISPOSING BOX BEAM GUIDE RAILING LF EQUIPMENT CLEANING FOR INVASIVE PLANT SPECIES LS 1.0 JOB MANAGER REMOVING AND DISPOSING ANCHORAGE UNITS FOR CORRUGATED BEAM EA 2.0 GUIDE RAILING AND MEDIAN BARRIER REMOVING AND DISPOSING BOX BEAM GUIDE RAILING END ASSEMBLY EA BASIC WORK ZONE TRAFFIC CONTROL LS TYPE III CONSTRUCTION BARRICADE EA TEMPORARY PLASTIC BARRIER FENCE LF COVER EXISTING PAVEMENT MARKING STRIPES (REMOVABLE TAPE) LF EST_02.dgn FILE NAME = 31-DEC :22 DATE/TIME = slahera USER = DESIGN SUPERVISOR AS-BUILT REVISIONS DESCRIPTION OF ALTERATIONS: RECONSTRUCTION OF ROUTE 62 SY ROAD TO BERGHOLTZ CREEK (DRAINAGE, CULVERT, SIDEWALKS, NEW CENTER LANE) TOWN OF WHEATFIELD COUNTY: NIAGARA PIN BRIDGES CULVERTS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED CONTRACT NUMBER ESTIMATE OF QUANTITIES D DRAWING NO. EOQ-02 SHEET NO. 114 NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION 05 DOCUMENT NAME: EST_02.dgn
115 ESTIMATE OF QUANTITIES ESTIMATE OF QUANTITIES ITEM NUMBER DESCRIPTION UNIT QUANTITY ITEM NUMBER DESCRIPTION UNIT QUANTITY COVER EXISTING PAVEMENT MARKING LETTERS OR SYMBOLS (REMOVABLE TAPE) EA TYPE A SIGN POSTS EA INTERIM PAVEMENT MARKINGS, STRIPES (TRAFFIC PAINT) LF REFERENCE MARKER PANEL EA 14.0 PROJECT MANAGER INTERIM PAVEMENT MARKINGS, STRIPES (REMOVABLE TAPE) LF PORTABLE, VARIABLE MESSAGE SIGN (PVMS) (LED) EA 7.0 (CELLULAR COMMUNICATIONS AND RADAR) MAINTAIN TRAFFIC SIGNAL EQUIPMENT (REQUIREMENT A) INTM LARGE DELINEATOR, LARGE SNOWPLOWING MARKER, LARGE EA 9.0 SUPPLEMENTARY SNOWPLOWING MARKER PANELS STEEL POST, 2.0 LB/FT EA RELOCATE SIGN PANEL, SIGN PANEL ASSEMBLY SIZE I (UNDER 30 SQUARE FEET) EA TEMPORARY CONCRETE BARRIER, (UNPINNED) WITH WARNING LIGHTS LF REM AND DISPOSE GROUND MOUNTED TYPE A SIGN SUPPORT(S), FDNS AND ANY ATTACHED SIGNS - SIZE I (UNDER 30 SQUARE FEET) EA PAVEMENT PATCHING, WINTER CY REUSABLE IMPACT ATTENUATOR, TL 3, >2 FT OBSTRUCTION WIDTH <= 5 FT EA MAILBOXES EA WELDED FRAME AND RETICULINE GRATE 11 EA 77.0 DESIGN CHECK DRAFTING CHECK STONE FILLING (MEDIUM) CY CLEANING CULVERTS WITH SPAN OF MORE THAN 50 IN. LF CLEANING DRAINAGE STRUCTURES EA GRADING CLEANING AND RESHAPING EXISTING DITCHES LF CRUSHED STONE (IN-PLACE MEASURE) CY SURVEY OPERATIONS LS CONCRETE RIGHT OF-WAY-MARKERS TYPE H (HIGH) EA CONCRETE RIGHT-OF-WAY MARKER TYPE L (LOW) EA STEEL PIN AND CAP RIGHT-OF-WAY MARKER EA FLEXIBLE COMPOSITE BOUNDARY MARKER POST EA PERMANENT SURVEY MARKERS EA SURVEY GRADE GPS INSPECTION UNIT EA CUTTING PAVEMENT LF TELEVISION INSPECTION AND VIDEO RECORDING OF SEWERS LF WELDED FRAME AND RETICULINE GRATE 22 EA MANHOLE FRAME AND COVER EA MEDIUM DUTY FLAP GATE, 24 INCHES EA MEDIUM DUTY FLAP GATE, 30 INCHES EA MEDIUM DUTY FLAP GATE, 36 INCHES EA DUCTILE IRON CEMENT LINED WATER PIPE, 6"" LF CONCRETE WATER PIPE, 18"" LF PLASTIC WATER PIPE, 6"" LF COPPER WATER SERVICE PIPE 3/4"" LF RESILIENT WEDGE VALVE & VALVE BOX, 6"" EA HYDRANT EA TAPPING SLEEVE, VALVE & VALVE BOX ASSEMBLY, 18"" X 6"" EA BOLTED SLEEVE TYPE COUPLING, 6"" EA BOLTED SLEEVE TYPE COUPLING, 18"" EA FURNISH EQUIPMENT AND EQUIPMENT OPERATORS FOR EMERGENCY OPERATIONS DC IRON WATER MAIN FITTINGS (3 "" - 8 "") LB ENGINEER S FIELD OFFICE - TYPE 1 MNTH IRON WATER MAIN FITTINGS (18"" AND LARGER) LB OFFICE TECHNOLOGY AND SUPPLIES DC POLYETHYLENE ENCASEMENT FOR WATER PIPE, 6"" LF CONSTRUCTION TESTING SUPPLIES - CONSUMABLES DC WATER SERVICE CONNECTION, 3/4"" EA 3.0 JOB MANAGER WHITE PAINT REFLECTORIZED PAVEMENT STRIPES - 15 MILS LF YELLOW PAINT REFLECTORIZED PAVEMENT STRIPES - 15 MILS LF ADJUST EXISTING VALVE BOX ELEVATION EA ADJUST EXISTING HYDRANT ELEVATION EA HIGH VISIBILITY GROUND-MOUNTED SIGN PANELS LESS THAN OR EQUAL TO 30 SQ. FEET WITH Z-BARS SF REMOVE AND DISPOSE OF EXISTING WATER MAIN, 6"" LF EST_03.dgn FILE NAME = 31-DEC :23 DATE/TIME = slahera USER = DESIGN SUPERVISOR AS-BUILT REVISIONS DESCRIPTION OF ALTERATIONS: RECONSTRUCTION OF ROUTE 62 SY ROAD TO BERGHOLTZ CREEK (DRAINAGE, CULVERT, SIDEWALKS, NEW CENTER LANE) TOWN OF WHEATFIELD COUNTY: NIAGARA PIN BRIDGES CULVERTS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED CONTRACT NUMBER ESTIMATE OF QUANTITIES D DRAWING NO. EOQ-03 SHEET NO. 115 NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION 05 DOCUMENT NAME: EST_03.dgn
116 ESTIMATE OF QUANTITIES ESTIMATE OF QUANTITIES ITEM NUMBER DESCRIPTION UNIT QUANTITY ITEM NUMBER DESCRIPTION UNIT QUANTITY REMOVE AND DISPOSE OF EXISTING WATER MAIN, 18"" LF REMOVE AND DISPOSE OF EXISTING WATER VALVE & VALVE BOX EA 6.0 JOB MANAGER PROJECT MANAGER REMOVE AND DISPOSE OF EXISTING WATER SERVICE CONNECTION EA REMOVE AND STORE EXISTING HYDRANT EA ALTER ELEVATION OF PULLBOX, TYPE 1 (RAISING ABOVE 5 INCHES) EA ALTER ELEVATION OF PULLBOX, TYPE 2 (RAISING BELOW INCHES OR RESETTING) EA WHITE EPOXY REFLECTORIZED PAVEMENT STRIPES - 20 MILS LF YELLOW EPOXY REFLECTORIZED PAVEMENT STRIPES - 20 MILS LF DESIGN CHECK DRAFTING CHECK WHITE PREFORMED REFLECTORIZED PAVEMENT STRIPES LF WHITE PREFORMED REFLECTORIZED PAVEMENT SYMBOLS EA FIELD CHANGE PAYMENT DC ASPHALT PRICE ADJUSTMENT DC FUEL PRICE ADJUSTMENT DC STEEL/IRON PRICE ADJUSTMENT DC MOBILIZATION LS EST_04.dgn FILE NAME = 31-DEC :24 DATE/TIME = slahera USER = DESIGN SUPERVISOR AS-BUILT REVISIONS DESCRIPTION OF ALTERATIONS: RECONSTRUCTION OF ROUTE 62 SY ROAD TO BERGHOLTZ CREEK (DRAINAGE, CULVERT, SIDEWALKS, NEW CENTER LANE) TOWN OF WHEATFIELD COUNTY: NIAGARA PIN BRIDGES CULVERTS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED CONTRACT NUMBER ESTIMATE OF QUANTITIES D DRAWING NO. EOQ-04 SHEET NO. 116 NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION 05 DOCUMENT NAME: EST_04.dgn
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