Attch 1 Working Bid Schedule.xlsx
XLSX spreadsheet 112 KB Posted
- Attached to
- Civil Works IDIQ Federal contract opportunity
- Solicitation number
- FA4417-11-R-0019
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Solicitation FA4417-11-R-0019 Civil Works IDIQ Attachment 1 Bid Schedule
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| FA4417-11-R-0019 Amendment 0003.pdf | ||
| Civil Works Responses to Questions.pdf | ||
| FA4417-11-R-0019 Amendment 0002.pdf | ||
| Site Vist MFR and List of Attendees.pdf | ||
| FA4417-11-R-0019-0001.pdf | ||
| Attch 6a SOW-Technical Evaluation Project.pdf | ||
| Solicitation FA4417-11-R-0019 Civil Works IDIQ.pdf | ||
| Attch 6b Drawing Technical Evaluation Project | — | |
| Attch 2 Civil Works Specs.pdf | ||
| Attch 3 Schedule of Wage Rates.pdf | ||
| Attch_5 _Financial_Institution_Ref_Sheet.docx | DOCX document | |
| Attch 4 Past Performance Questionnaire.docx | DOCX document |
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BASE YEAR 2011
| LINE ITEM | DESCRIPTION | UNIT | EST QTY | UNIT PRICE | TOTAL |
| DEMOLISH PAVEMENT | |||||
| 0001 | MILL ASPHALT, UP TO 3" DEEP, 0-2,500 | SY | 2000 | ||
| 0002 | MILL ASPHALT, UP TO 3" DEEP, 2,501+ | SY | 2000 | ||
| 0003 | MILL ASPHALT, EACH ADDITIONAL 1" | SY | 2000 | ||
| 0004 | MOBILIZE MILLING MACHINE | EA | 2 | ||
| 0005 | DEMOLISH ASPHALT, UP TO 4" DEEP | SY | 5000 | ||
| 0006 | DEMOLISH ASPHALT, EACH ADDITIONAL 1" | SY | 1000 | ||
| 0007 | DEMOLISH CONCRETE PAVEMENT, UP TO 10" THICK | SY | 3000 | ||
| 0008 | DEMOLISH CONCRETE PVT GREATER THAN 10" THICK | CY | 1000 | ||
| DEMOLISH STORM DRAINAGE STRUCTURES | |||||
| 0009 | CATCH BASIN/MANHOLE/JUNCTION BOX | EA | 5 | ||
| 0010 | MANHOLE FRAMES & COVERS | EA | 1 | ||
| 0011 | REMOVE & RESET MANHOLE FRAME & COVER | EA | 1 | ||
| 0012 | REMOVE STORM DRAINAGE PIPE, 0-18" | LF | 100 | ||
| 0013 | REMOVE STORM DRAINAGE PIPE, 18-36" | LF | 50 | ||
| 0014 | REMOVE STORM DRAINAGE PIPE, GREATER THAN 36" | LF | 20 | ||
| DEMOLITION, MISCELLANEOUS | |||||
| 0015 | FENCING, REMOVE ONLY, 0-10' HIGH | LF | 100 | ||
| 0016 | REMOVE PARKING BLOCKS | EA | 5 | ||
| 0017 | REMOVE JOINT SEAL | LF | 5000 | ||
| 0018 | DEMOLISH CURB AND GUTTER | LF | 5000 | ||
| 0019 | DEMOLISH SIDEWALK | SY | 5000 | ||
| 0020 | DEMOLISH FIRE HYDRANT | EA | 3 | ||
| SAWCUTTING | |||||
| 0021 | SAWCUT ASPHALT, 4" DEEP | LF | 1000 | ||
| 0022 | SAWCUT ASPHALT, EACH ADDITIONAL 1" | LF | 1 | ||
| 0023 | SAWCUT CONCRETE, PLAIN & MESH REINFORCED, PER INCH OF DEPTH | LF | 3000 | ||
| 0024 | SAWCUT CONCRETE, ROD REINFORCED, PER INCH OF DEPTH | LF | 250 | ||
| EARTHWORK | |||||
| 0025 | EXCAVATION, TRENCH | CY | 5000 | ||
| 0026 | EXCAVATE , HAND | CF | 2000 | ||
| 0027 | EXCAVATION, BULK | CY | 2000 | ||
| 0028 | LOAD EXCAVATED MATERIALS IN DUMP TRUCK | CY | 1000 | ||
| 0029 | HAULING TO OFF-BASE LOCATION | CY | 1000 | ||
| 0030 | HAULING TO/FROM ON-BASE LOCATION | CY | 1000 | ||
| 0031 | PROVIDE COMMON FILL, SELECT FILL OR BORROW INCL DELIVERY & SPREADING | CY | 12500 | ||
| 0032 | PROVIDE, SPREAD, COMPACT 3" GRADED CRUSHED AGGREGATE BASE COURSE | ||||
| 3032AA | *MATERIAL | SY | 5000 | ||
| 3032AB | ALL OTHER COST | SY | 5000 | ||
| 0033 | PROVIDE, SPREAD, COMPACT 6" GRADED CRUSHED AGGREGATE BASE COURSE | ||||
| 0033AA | *MATERIAL | SY | 5000 | ||
| 0033AB | ALL OTHER COST | SY | 5000 | ||
| 0034 | PROVIDE, SPREAD, COMPACT 9" GRADED CRUSHED AGGREGATE BASE COURSE | ||||
| 0034AA | *MATERIAL | SY | 5000 | ||
| 0034AB | ALL OTHER COST | SY | 5000 | ||
| 0035 | PROVIDE, SPREAD, COMPACT 12" GRADED CRUSHED AGGREGATE BASE COURSE | ||||
| 0035AA | *MATERIAL | SY | 15000 | ||
| 0035AB | ALL OTHER COST | SY | 15000 | ||
| 0036 | GRADED CRUSHED AGGREGATE BASE COURSE, ADD PER INCH | ||||
| 0036AA | *MATERIAL | SY | 1000 | ||
| 0036AB | ALL OTHER COST | SY | 1000 | ||
| 0037 | COMPACT EXISTING SUBGRADE OR FILL SUBGRADE | SY | 8500 | ||
| 0038 | SOIL CEMENT STABILIZATION TO 8" DEPTH | SY | 1 | ||
| GRADING | |||||
| 0039 | FINISH GRADING, 0-1000 | SY | 1000 | ||
| 0040 | FINISH GRADING, 1001+ | SY | 15000 | ||
| 0041 | FINISH GRADING, SIDEWALKS, CART PATHS, SWALES OR DRAINAGE | SY | 1000 | ||
| STORM DRAINAGE | |||||
| 0042 | 12" DIA REINFORCED CONCRETE PIPE | LF | 100 | ||
| 0043 | 18" DIA REINFORCED CONCRETE PIPE | LF | 100 | ||
| 0044 | 24" DIA REINFORCED CONCRETE PIPE | LF | 100 | ||
| 0045 | 30" DIA REINFORCED CONCRETE PIPE | LF | 10 | ||
| 0046 | 36" DIA REINFORCED CONCRETE PIPE | LF | 100 | ||
| 0047 | 42" DIA REINFORCED CONCRETE PIPE | LF | 10 | ||
| 0048 | 48" DIA REINFORCED CONCRETE PIPE | LF | 10 | ||
| 0049 | 12" DIA. CORRUGATED PLASTIC PIPE | LF | 300 | ||
| 0050 | 18" DIA. CORRUGATED PLASTIC PIPE | LF | 100 | ||
| 0051 | 24" DIA. CORRUGATED PLASTIC PIPE | LF | 200 | ||
| 0052 | 30" DIA. CORRUGATED PLASTIC PIPE | LF | 10 | ||
| 0053 | 36" DIA. CORRUGATED PLASTIC PIPE | LF | 100 | ||
| 0054 | 42" DIA. CORRUGATED PLASTIC PIPE | LF | 10 | ||
| 0055 | 48" DIA. CORRUGATED PLASTIC PIPE | LF | 10 | ||
| 0056 | MITERED END SECTIONS, 12" PIPE | EA | 3 | ||
| 0057 | MITERED END SECTIONS, 18" PIPE | EA | 3 | ||
| 0058 | MITERED END SECTIONS, 24" PIPE | EA | 2 | ||
| 0059 | MITERED END SECTIONS, 30" PIPE | EA | 1 | ||
| 0060 | MITERED END SECTIONS, 36" PIPE | EA | 1 | ||
| 0061 | MITERED END SECTIONS, 42" PIPE | EA | 1 | ||
| 0062 | MITERED END SECTIONS, 48" PIPE | EA | 1 | ||
| 0063 | THREE WING HEADWALLS, UP TO 30" PIPE, 3' LONG | EA | 1 | ||
| 0064 | THREE WING HEADWALLS, 36" PIPE, 3'-6" LONG | EA | 1 | ||
| 0065 | THREE WING HEADWALLS, 42" PIPE, 4' LONG | EA | 1 | ||
| 0066 | THREE WING HEADWALLS, 48" PIPE, 4'-6" LONG | EA | 1 | ||
| 0067 | CONCRETE MANHOLES, CATCH BASINS AND JUNCTION BOXES, 0-4' DEEP, 4' ID | EA | 15 | ||
| 0068 | CONCRETE MANHOLES, CATCH BASINS AND JUNCTION BOXES, 4'-6' DEEP, 4' ID | EA | 1 | ||
| 0069 | CONCRETE MANHOLES, CATCH BASINS AND JUNCTION BOXES, 6'+ DEEP, 4' ID | EA | 1 | ||
| 0070 | CURB INLETS (FRAME, GRATE, & CURB BOX), HEAVY DUTY (LARGE) | EA | 10 | ||
| 0071 | CURB INLETS (FRAME, GRATE, & CURB BOX), MEDIUM DUTY (SMALL) | EA | 4 | ||
| 0072 | CONCRETE CURB | ||||
| 0072AA | FDOT TYPE "F" & TYPE "E" CURB & GUTTER | LF | 2500 | ||
| 0072AB | FDOT RIBBON & VALLEY CURB | LF | 1000 | ||
| 0073 | DITCH PAVING 4", 3000PSI CONCRETE | SY | 100 | ||
| 0074 | RIP RAP, CLASS II | TON | 50 | ||
| PAVEMENT | |||||
| 0075 | PROVIDE & PLACE ASPHALTIC CONCRETE PAVEMENT - AIRFIELD MIX; 0-1500 | ||||
| 0075AA | *MATERIAL | TON | 1000 | ||
| 0075AB | ALL OTHER COST | TON | 1000 | ||
| 0076 | PROVIDE & PLACE ASPHALTIC CONCRETE PAVEMENT - AIRFIELD MIX; 1501-4000 | ||||
| 0076AA | *MATERIAL | TON | 1000 | ||
| 0076AB | ALL OTHER COST | TON | 1000 | ||
| 0077 | PROVIDE & PLACE ASPHALTIC CONCRETE PAVEMENT - AIRFIELD MIX; 4001+ | ||||
| 0077AA | *MATERIAL | TON | 1 | ||
| 0077AB | ALL OTHER COST | TON | 1 | ||
| 0078 | PROVIDE & PLACE ASPHALTIC CONCRETE PAVEMENT - HIGHWAY MIX; 0-250 | ||||
| 0078AA | *MATERIAL | TON | 250 | ||
| 0078AB | ALL OTHER COST | TON | 250 | ||
| 0079 | PROVIDE & PLACE ASPHALTIC CONCRETE PAVEMENT - HIGHWAY MIX; 251-2000 | ||||
| 0079AA | *MATERIAL | TON | 2000 | ||
| 0079AB | ALL OTHER COST | TON | 2000 | ||
| 0080 | *PROVIDE & PLACE ASPHALTIC CONCRETE PAVEMENT - HIGHWAY MIX; 2001+ | ||||
| 0080AA | *MATERIAL | TON | 5000 | ||
| 0080AB | ALL OTHER COST | TON | 5000 | ||
| 0081 | BITUMINOUS PRIME COAT | SY | 8000 | ||
| 0082 | BITUMINOUS TACK COAT | SY | 4000 | ||
| 0083 | PROVIDE ASPHALTIC CONCRETE, DELIVERY ONLY - HIGHWAY MIX | ||||
| 0083AA | *MATERIAL | TON | 100 | ||
| 0083AB | ALL OTHER COST | TON | 100 | ||
| 0084 | PROVIDE ASPHALTIC CONCRETE, TO BE PICKED UP BY GOVERNMENT - HIGHWAY MIX | ||||
| 0084AA | *MATERIAL | TON | 100 | ||
| 0084AB | ALL OTHER COST | TON | 100 | ||
| 0085 | PROVIDE & PLACE 650 PSI FLEXURAL STRENGTH PCC PAVEMENT (AIRFIELDS), 0-100 SY | ||||
| 0085AA | *MATERIAL | SY/IN | 1200 | ||
| 0085AB | ALL OTHER COST | SY/IN | 1200 | ||
| 0086 | PROVIDE & PLACE 650 PSI FLEXURAL STRENGTH PCC PAVEMENT (AIRFIELDS), 101-1000 SY | ||||
| 0086AA | *MATERIAL | SY/IN | 200 | ||
| 0086AB | ALL OTHER COST | SY/IN | 200 | ||
| 0087 | PROVIDE & PLACE 650 PSI FLEXURAL STRENGTH PCC PAVEMENT (AIRFIELDS), 1001+ SY | ||||
| 0087AA | *MATERIAL | SY/IN | 200000 | ||
| 0087AB | ALL OTHER COST | SY/IN | 200000 | ||
| 0088 | PROVIDE CONSTRUCTION JOINT DOWELS | EA | 30 | ||
| 0089 | DRILL & GROUT CONSTRUCTION JOINT DOWELS | EA | 30 | ||
| 0090 | PROVIDE & PLACE 650 PSI FLEXURAL STRENGTH PCC PAVEMENT | ||||
| 0090AA | *MATERIAL | CY | 300 | ||
| 0090AB | ALL OTHER COST | CY | 300 | ||
| 0091 | PROVIDE CONCRETE, READY MIX, DELIVERY ONLY | ||||
| 0091AA | *MATERIAL | CY | 30 | ||
| 0091AB | ALL OTHER COST | CY | 30 | ||
| 0092 | CONCRETE SIDEWALK (4" THICK) | ||||
| 0092AA | *MATERIAL | SY | 1100 | ||
| 0092AB | ALL OTHER COST | SY | 1100 | ||
| 0093 | STENCILED CONCRETE, COLORED (4" THICK) | ||||
| 0093AA | *MATERIAL | SF | 100 | ||
| 0093AB | ALL OTHER COST | SF | 100 | ||
| PAVEMENT JOINT REPAIR | |||||
| 0094 | SAW CUT CONCRETE FOR INSTALLATION OF NEOPRENE COMPRESSION JOINT SEAL (NCJS) | LF | 100 | ||
| 0095 | UP TO 1" NCJS | LF | 100 | ||
| 0096 | SAW CUT CONCRETE FOR INSTALLATION OF BACKER MATERIAL AND JOINT SEALANT, 1/2"-5/8" W X 1'-1-5/8" DEEP | LF | 500 | ||
| 0097 | PROVIDE JOINT SEAL BACKER MATERIAL | LF | 500 | ||
| 0098 | JOINT SEALANT, NON-JET FUEL RESISTANT (Non JFR) | LF | 100 | ||
| 0099 | JOINT SEALANT, JET FUEL RESISTANT (JFR) | LF | 800 | ||
| 0100 | HOT POUR JOINT SEAL (INCL BACKER) | LF | 50 | ||
| 0101 | COLD APPLIED JOINT SEAL (INCL BACKER) | LF | 50 | ||
| 0102 | CRACK ROUTING | LF | 300 | ||
| 0103 | EXPANSION JOINT MATERIAL, UP TO 10" | LF | 500 | ||
| 0104 | EXPANSION JOINT MATERIAL, 10+" | LF | 50 | ||
| PAVEMENT MARKING | |||||
| 0105 | PAVEMENT MARKING REMOVAL (WATER/SAND BLAST/GRINDING) | LF | 300 | ||
| 0106 | PAVEMENT PAINT (STRIPING), TO INCLUDE GLASS BEADS | ||||
| 0106AA | PARKING LOT/STREET TYPE I BEADS | LF | 8000 | ||
| 0106AB | AIRFIELD TYPE III BEADS | LF | 8000 | ||
| 0107 | PAINT LETTERING, ARROWS | SF | 200 | ||
| 0108 | PAINTED HANDICAPPED SYMBOL | EA | 10 | ||
| 0109 | TRAFFIC SIGN | EA | 5 | ||
| 0110 | THERMOPLASTIC REFLECTORIZED 4" STRIPING | LF | 200 | ||
| 0111 | THERMOPLASTIC REFLECTORIZED ARROWS, LETTERS | SF | 50 | ||
| 0112 | PVT MARKING LAYOUT | LF | 8000 | ||
| 0113 | PAVEMENT REFLECTORS | EA | 200 | ||
| ERROR:#REF! | |||||
| ERROR:#REF! | |||||
| LANDSCAPING | |||||
| 0114 | PLANT GRASS-SEED | SY | 1000 | ||
| 0115 | PLANT SOD | SY | 8000 | ||
| 0116 | TREE REMOVAL, UP TO 12" DIA | EA | 20 | ||
| 0117 | CLEAR & GRUB, TO INCLUDE STUMP REMOVAL | ACRE | 3 | ||
| 0118 | POLYPROPYLENE MESH | SY | 300 | ||
| 0119 | EROSION CONTROL FENCE | LF | 2000 | ||
| 0120 | HAY BALES | LF | 500 | ||
| 0121 | PLANT TREES, 2" CALIPER MIN | EA | 50 | ||
| 0122 | CONSTRUCT LANDSCAPED BERM AREA | CY | 100 | ||
| PAVEMENT REPAIR | |||||
| 0123 | SPALL REPAIR-EPOXY BONDED PCC | SF | 500 | ||
| 0124 | POT HOLE REPAIR | SF | 1000 | ||
| MISCELLANEOUS | |||||
| 0125 | PCC FOR STRUCTURES, READY MIX | ||||
| 0125AA | *MATERIAL | CY | 100 | ||
| 0125AB | ALL OTHER COST | CY | 100 | ||
| 0126 | REINFORCING STEEL | LB | 10000 | ||
| 0127 | MANHOLE ADJUSTMENT | EA | 2 | ||
| 0128 | VALVE BOX ADJUSTMENT | EA | 2 | ||
| 0129 | AIRCRAFT TIE DOWN | EA | 10 | ||
| 0130 | DEWATERING (WELL POINT) | MONTH | 3 | ||
| 0131 | DEWATERING (MUD HOG), 4" DIA | DAY | 30 | ||
| 0132 | RUBBER REMOVAL, HIGH PRESSURE WATER BLAST | SF | 1 | ||
| 0133 | CHAINLINK FENCING | ||||
| 0133AA | PROVIDE & INSTALL 6' HIGH CHAINLINK FENCE | LF | 100 | ||
| 0133AB | PROVIDE & INSTALL 8' HIGH CHAINLINK FENCE | LF | 100 | ||
| 0134 | SINGLE CHAINLINK GATE | ||||
| 0134AA | PROVIDE & INSTALL SINGLE 6' HIGH CHAINLINK GATE | EA | 1 | ||
| 0134AB | PROVIDE & INSTALL SINGLE 8' HIGH CHAINLINK GATE | EA | 1 | ||
| 0135 | DOUBLE CHAINLINK GATE | ||||
| 0135AA | PROVIDE & INSTALL DOUBLE 6' HIGH CHAINLINK GATE | EA | 1 | ||
| 0135AB | PROVIDE & INSTALL DOUBLE 8' HIGH CHAINLINK GATE | EA | 1 | ||
| 0136 | SYNTHETIC RUBBER MULCH | CY | 1 | ||
| 0137 | BOLLARDS (PROVIDED & INSTALLED ) | ||||
| 0137AA | BOLLARD, UP TO 6' DIA, CONCRETE FILLED | EA | 10 | ||
| 0137AB | REMOVABLE BOLLARDS WITH BOLLARD FARM | EA | 1 | ||
| 0137AC | LIGHTED BOLLARD | EA | 1 | ||
| 0138 | STEEL REINFORCED DECORATIVE CONCRETE BARRIER WITH BRICK FASCIA | ||||
| 0138AA | 2' DIA X 18" HIGH X 2' DEEP BELOW FINISHED GRADE | EA | 1 | ||
| 0138AB | 3' DIA X 18" HIGH X 2' DEEP BELOW FINISHED GRADE | EA | 1 | ||
| 0139 | CMU REINFORCED GROUT FILLED CRASH WALL | LF | 1 | ||
| 0140 | SURVEYING, CREW SIZE =3 | DAY | 50 | ||
| 0141 | GUARDRAIL, FDOT | LF | 100 | ||
| 0142 | DIRECTIONAL DRILL/BORE, 4" HDPE PIPING | LF | 200 | ||
| 0143 | DIRECTIONAL DRILL/BORE, 6" HDPE PIPING | LF | 1 | ||
| 0144 | DIRECTIONAL DRILL/BORE, 8" HDPE PIPING | LF | 1 | ||
| 0145 | DIRECTIONAL DRILL/BORE, 10" HDPE PIPING | LF | 1 | ||
| 0146 | BORING & JACKING CONDUIT, 1/2" THICK WALL, 24" DIA | LF | 1 | ||
| 0147 | BORING & JACKING CONDUIT, 1/2" THICK WALL, 36" DIA | LF | 1 | ||
| 0148 | PREPARE JACKING PITS | EA | 1 | ||
| 0149 | MARKING TAPE, DETECTABLE 2" WIDE | CLF | 50 | ||
| 0150 | MARKING TAPE, DETECTABLE 6" WIDE | CLF | 30 | ||
| 0151 | TRACER WIRE | CLF | 80 | ||
| 0152 | ENGINEERING SERVICES | HR | 80 | ||
| 0153 | LABORER | HR | 160 | ||
| 0154 | PROJECT SIGN | EA | 1 | ||
| ASPHALT TESTING | |||||
| 0155 | ASPHALT CORE | EA | 30 | ||
| 0156 | ASPHALT, DENSITY, SET OF 3 | EA | 10 | ||
| CONCRETE TESTING | |||||
| 0157 | COMPRESSIVE STRENGTH, CORES, (NOT INCL. DRILLING) | EA | 60 | ||
| 0158 | CONCRETE CORE DRILLING, 4"DIA | IN | 10 | ||
| 0159 | PATCH CORE HOLES | EA | 10 | ||
| 0160 | FLEXURAL TEST BEAMS | EA | 15 | ||
| 0161 | MODULUS OF ELASTICITY | EA | 1 | ||
| SOIL TESTING | |||||
| 0162 | ATTERBURG LIMITS, LIQUID & PLASTIC LIMITS | EA | 1 | ||
| 0163 | SPECIFIC GRAVITY | EA | 1 | ||
| 0164 | SIEVE ANALYSIS | EA | 1 | ||
| 0165 | CONSOLIDATION TEST | EA | 1 | ||
| 0166 | DENSITY & CLASSIFICATION OF UNDISTURBED SAMPLE | EA | 2 | ||
| 0167 | MOISTURE CONTENT | EA | 1 | ||
| 0168 | PROCTOR COMPACTION, 6" MODIFIED | EA | 20 | ||
| 0169 | FIELD DENSITY TEST, NUCLEAR ASTM D 2922 | EA | 100 | ||
| 0170 | FIELD DENSITY TEST, SAND CONE ASTM D 1556 | EA | 20 | ||
| 0171 | CBR (California Bearing Ratio) | EA | 10 | ||
| 0172 | LBR (Limerock Bearing Ratio) | EA | 10 | ||
| 0173 | SOIL ANALYSIS, TO INCLUDE REPORT | EA | 3 | ||
| WATER | |||||
| 0174 | PIPING, UP TO 2" SHC 40 PVC (IRRIGATION/BUILDING SERVICES), TO INCLUDE PVC FITTINGS | ||||
| 0174AA | *MATERIAL | LF | 100 | ||
| 0174AB | ALL OTHER COST | LF | 100 | ||
| 0175 | PIPING, 4", AWWA C900 CLASS 160 SDR 26 | ||||
| 0175AA | *MATERIAL | LF | 100 | ||
| 0175AB | ALL OTHER COST | LF | 100 | ||
| 0176 | PIPING, 6", AWWA C900 CLASS 160 SDR 26 | ||||
| 0176AA | *MATERIAL | LF | 100 | ||
| 0176AB | ALL OTHER COST | LF | 100 | ||
| 0177 | PIPING, 8", AWWA C900 CLASS 160 SDR 26 | ||||
| 0177AA | *MATERIAL | LF | 500 | ||
| 0177AB | ALL OTHER COST | LF | 500 | ||
| 0178 | PIPING, 10", AWWA C900 CLASS 150 SDR 18 | ||||
| 0178AA | *MATERIAL | LF | 100 | ||
| 0178AB | ALL OTHER COST | LF | 100 | ||
| 0179 | PIPING, 12", AWWA C900 CLASS 150 SDR 18 | ||||
| 0179AA | *MATERIAL | LF | 100 | ||
| 0179AB | ALL OTHER COST | LF | 100 | ||
| 0180 | DUCTILE IRON FITTINGS, MECHANICAL JOINT, 4" - 90 DEG | EA | 2 | ||
| 0181 | DUCTILE IRON FITTINGS, MECHANICAL JOINT, 4" - TEE | EA | 2 | ||
| 0182 | DUCTILE IRON FITTINGS, MECHANICAL JOINT, 4" - 45 DEG | EA | 2 | ||
| 0183 | DUCTILE IRON FITTINGS, MECHANICAL JOINT, 6" - 90 DEG | EA | 4 | ||
| 0184 | DUCTILE IRON FITTINGS, MECHANICAL JOINT, 6" - TEE | EA | 10 | ||
| 0185 | DUCTILE IRON FITTINGS, MECHANICAL JOINT, 6" - 45 DEG | EA | 30 | ||
| 0186 | DUCTILE IRON FITTINGS, MECHANICAL JOINT, 8" - 90 DEG | EA | 4 | ||
| 0187 | DUCTILE IRON FITTINGS, MECHANICAL JOINT, 8" - TEE | EA | 10 | ||
| 0188 | DUCTILE IRON FITTINGS, MECHANICAL JOINT, 10" - 90 DEG | EA | 4 | ||
| 0189 | DUCTILE IRON FITTINGS, MECHANICAL JOINT, 10" - TEE | EA | 10 | ||
| 0190 | DUCTILE IRON FITTINGS, MECHANICAL JOINT, 12" - 90 DEG | EA | 1 | ||
| 0191 | DUCTILE IRON FITTINGS, MECHANICAL JOINT, 12" - TEE | EA | 1 | ||
| 0192 | DUCTILE IRON FITTINGS, MECHANICAL JOINT, 12" - 45 DEG | EA | 10 | ||
| 0193 | FIRE HYDRANT, 4 1/2" DIA, UP TO 6' DEEP | EA | 3 | ||
| 0194 | FIRE HYDRANT, 5 1/4" DIA, UP TO 6' DEEP | EA | 10 | ||
| 0195 | VALVE WITH VALVE BOX, 4" | EA | 1 | ||
| 0196 | VALVE WITH VALVE BOX, 6" | EA | 10 | ||
| 0197 | VALVE WITH VALVE BOX, 8" | EA | 5 | ||
| 0198 | VALVE WITH VALVE BOX, 10" | EA | 2 | ||
| 0199 | VALVE WITH VALVE BOX, 12" | EA | 1 | ||
| 0200 | VALVE WITH VALVE BOX, 14" | EA | 2 | ||
| 0201 | CORPORATION STOPS, BRASS, UP TO 1" | EA | 5 | ||
| 0202 | CORPORATION STOPS, BRASS, 1 1/2" | EA | 5 | ||
| 0203 | CORPORATION STOPS, BRASS, 2" | EA | 20 | ||
| 0204 | CURB STOPS, BRASS, UP TO 1" | EA | 5 | ||
| 0205 | CURB STOPS, BRASS, 1 1/2" | EA | 10 | ||
| 0206 | CURB STOPS, BRASS, 2" | EA | 20 | ||
| 0207 | SERVICE CLAMP OR TAPPING SADDLE | EA | 3 | ||
| 0208 | CURB BOX, CAST IRON, UP TO 2" CURB STOP | EA | 2 | ||
| 0209 | DRILL & TAP MAIN, 6" MAIN, 1" - 2" SERVICE | EA | 1 | ||
| 0210 | DRILL & TAP MAIN, 8" MAIN, 1" - 2" SERVICE | EA | 1 | ||
| 0211 | DRILL & TAP MAIN, 4" WET TAP | EA | 1 | ||
| 0212 | DRILL & TAP MAIN, 6" WET TAP | EA | 2 | ||
| SANITARY SEWER | |||||
| 0213 | 4" DIA PIPING | ||||
| 0213AA | *MATERIAL | LF | 200 | ||
| 0213AB | ALL OTHER COST | LF | 200 | ||
| 0214 | 6" DIA PIPING | ||||
| 0214AA | *MATERIAL | LF | 100 | ||
| 0214AB | ALL OTHER COST | LF | 100 | ||
| 0215 | 8" DIA PIPING | ||||
| 0215AA | *MATERIAL | LF | 200 | ||
| 0215AB | ALL OTHER COST | LF | 200 | ||
| 0216 | 10" DIA PIPING | ||||
| 0216AA | *MATERIAL | LF | 10 | ||
| 0216AB | ALL OTHER COST | LF | 10 | ||
| 0217 | 12" DIA PIPING | ||||
| 0217AA | *MATERIAL | LF | 10 | ||
| 0217AB | ALL OTHER COST | LF | 10 | ||
| 0218 | 14" DIA PIPING | ||||
| 0218AA | *MATERIAL | LF | 50 | ||
| 0218AB | ALL OTHER COST | LF | 50 | ||
| 0219 | 18" DIA PIPING | ||||
| 0219AA | *MATERIAL | LF | 10 | ||
| 0219AB | ALL OTHER COST | LF | 10 | ||
| 0220 | INSTALL MANHOLE, 4' ID, 4' DEEP | EA | 10 | ||
| 0221 | INSTALL MANHOLE, 4' ID, 6' DEEP | EA | 1 | ||
| 0222 | INSTALL MANHOLE, 4' ID, 8' DEEP | EA | 1 | ||
| 0223 | 24" FRAME AND COVER | EA | 1 | ||
| 0224 | 36" FRAME AND COVER | EA | 1 | ||
| 0225 | TAP INTO EXISTING MANHOLE | EA | 5 | ||
| 0226 | PUMP / VACUUM TRUCK RENTAL & HAULING | HR | 40 | ||
| 0227 | MOBILIZATION/DEMOBILIZATION, TO INCLUDE SHIPPING, SLIP LINING PIPE | LS | 1 | ||
| 0228 | UP TO 8" SLIP LINER, 0-500 LF | LF | 1 | ||
| 0229 | UP TO 8" SLIP LINER, 501- 1000 LF | LF | 1 | ||
| 0230 | UP TO 8" SLIP LINER, 1001+ LF | LF | 1 | ||
| 0231 | 10" SLIP LINER, 0-500 LF | LF | 1 | ||
| 0232 | 10" SLIP LINER, 501- 1000 LF | LF | 1 | ||
| 0233 | 10" SLIP LINER, 1001+ LF | LF | 1 | ||
| 0234 | 12" SLIP LINER, 0-500 LF | LF | 100 | ||
| 0235 | 12" SLIP LINER, 501- 1000 LF | LF | 1 | ||
| 0236 | 12" SLIP LINER, 1001+ LF | LF | 1 | ||
| 0237 | REINSTATEMENT OF SERVICE LATERIALS | EA | 4 | ||
| ELECTRICAL | |||||
| 0238 | CONDUIT, PVC, SCH 40, 2" DIA & FITTINGS | LF | 20 | ||
| 0239 | CONDUIT, PVC, SCH 40, 4" DIA & FITTINGS | LF | 100 | ||
| 0240 | CONDUIT, RIGID, GALVANIZED 4" DIA | LF | 1 | ||
| 0241 | SWEEP, RIGID, GALVANIZED 4" DIA X 24" | EA | 1 | ||
| 0242 | NIPPLE, RIGID, GALVANIZED 4" | EA | 1 | ||
| 0243 | COUPLING, RIGID, GALVANIZED 4" | EA | 1 | ||
| 0244 | WIRE, 600 V, THW, COPPER, SOLID, #12 | CLF | 1 | ||
| 0245 | WIRE, 600 V, THW, COPPER, STRANDED, #12 | CLF | 1 | ||
| 0246 | WIRE, 600 V, THW, COPPER, STRANDED, #6 | CLF | 1 | ||
| 0247 | WIRE, 600 V, THW, COPPER, STRANDED, #2 | CLF | 1 | ||
| 0248 | WIRE, 600 V, THW, COPPER, STRANDED, 250 MCM | CLF | 1 | ||
| 0249 | WIRE, 600 V, THW, COPPER, STRANDED, 500 MCM | CLF | 1 | ||
| 0250 | WIRE, 2/0 BARE COPPER, STRANDED | CLF | 1 | ||
| 0251 | INSTALL GROUND RODS, 3/4" DIA x 10' | EA | 10 | ||
| 0252 | EXTERIOR LIGHTS, ANODIZED ALUMINUM POLE, CONCRETE BASE, 70W HPS LUMINAIRE, 20' HIGH | EA | 1 | ||
| 0253 | EXTERIOR LIGHTS, ANODIZED ALUMINUM POLE, CONCRETE BASE, 70W HPS LUMINAIRE, 30' HIGH | EA | 1 | ||
| 0254 | MOTOR CONNECTION | EA | 1 | ||
| 0255 | GENERATOR, DIESEL ENGINE, MUFFLER, AUTOMATIC TRANSFER SWITCH, AND DAY TANK, 75 KW | EA | 2 | ||
| 0256 | CAD WELD GROUND GRID | EA | 1 | ||
| 0257 | COMBINED DISCONNECT/LIGHTING CONTACTOR W/PHOTOCELL CONTROL | EA | 1 | ||
| 0258 | CONTROL PANEL (LIFTSTATION) | EA | 1 | ||
| 0259 | TELEMETRY SYSTEM (LIFTSTATION) | EA | 2 | ||
| 0260 | **NON-STANDARD WORK HOURS-OFFERORS SHALL ENTER A % AMOUNT IN THE UNIT PRICE COLUMN. FOR EVALUATION PURPOSES OFFERORS SHALL USE THE FOLLOWING FORMULA. (PROPOSED % X $125,000 (AVERAGE TASK ORDER PRICE)) X 2. INPUT THE RESULT IN THE TOTAL COLUMN | TASK ORDER | 2 |
| TOTAL | $0.00 | ||
| NOTES: | * Material Sub CLINs identified under this note may have the Economic Price Adjustment clause, 52.216-4, applied to them. Please see Section I, clause 52.216-4, of the Solicitation/Award document. | **Offerors shall propose a % amount to be applied to a task order's price for projects that require the work to be accomplished during non-standard work hours |
&"Arial,Bold"Contract Line Item Listing Base Year 2011- Attachment #1
&P of &N 31 Jan 2011
OPTION YEAR 1
| LINE ITEM | DESCRIPTION | UNIT | EST QTY | UNIT PRICE | TOTAL |
| DEMOLISH PAVEMENT | |||||
| 1001 | MILL ASPHALT, UP TO 3" DEEP, 0-2,500 | SY | 2000 | ||
| 1002 | MILL ASPHALT, UP TO 3" DEEP, 2,501+ | SY | 2000 | ||
| 1003 | MILL ASPHALT, EACH ADDITIONAL 1" | SY | 2000 | ||
| 1004 | MOBILIZE MILLING MACHINE | EA | 2 | ||
| 1005 | DEMOLISH ASPHALT, UP TO 4" DEEP | SY | 5000 | ||
| 1006 | DEMOLISH ASPHALT, EACH ADDITIONAL 1" | SY | 1000 | ||
| 1007 | DEMOLISH CONCRETE PAVEMENT, UP TO 10" THICK | SY | 3000 | ||
| 1008 | DEMOLISH CONCRETE PVT GREATER THAN 10" THICK | CY | 1000 | ||
| DEMOLISH STORM DRAINAGE STRUCTURES | |||||
| 1009 | CATCH BASIN/MANHOLE/JUNCTION BOX | EA | 5 | ||
| 1010 | MANHOLE FRAMES & COVERS | EA | 1 | ||
| 1011 | REMOVE & RESET MANHOLE FRAME & COVER | EA | 1 | ||
| 1012 | REMOVE STORM DRAINAGE PIPE, 0-18" | LF | 100 | ||
| 1013 | REMOVE STORM DRAINAGE PIPE, 18-36" | LF | 50 | ||
| 1014 | REMOVE STORM DRAINAGE PIPE, GREATER THAN 36" | LF | 20 | ||
| DEMOLITION, MISCELLANEOUS | |||||
| 1015 | FENCING, REMOVE ONLY, 0-10' HIGH | LF | 100 | ||
| 1016 | REMOVE PARKING BLOCKS | EA | 5 | ||
| 1017 | REMOVE JOINT SEAL | LF | 5000 | ||
| 1018 | DEMOLISH CURB AND GUTTER | LF | 5000 | ||
| 1019 | DEMOLISH SIDEWALK | SY | 5000 | ||
| 1020 | DEMOLISH FIRE HYDRANT | EA | 3 | ||
| SAWCUTTING | |||||
| 1021 | SAWCUT ASPHALT, 4" DEEP | LF | 1000 | ||
| 1022 | SAWCUT ASPHALT, EACH ADDITIONAL 1" | LF | 1 | ||
| 1023 | SAWCUT CONCRETE, PLAIN & MESH REINFORCED, PER INCH OF DEPTH | LF | 3000 | ||
| 1024 | SAWCUT CONCRETE, ROD REINFORCED, PER INCH OF DEPTH | LF | 250 | ||
| EARTHWORK | |||||
| 1025 | EXCAVATION, TRENCH | CY | 5000 | ||
| 1026 | EXCAVATE , HAND | CF | 2000 | ||
| 1027 | EXCAVATION, BULK | CY | 2000 | ||
| 1028 | LOAD EXCAVATED MATERIALS IN DUMP TRUCK | CY | 1000 | ||
| 1029 | HAULING TO OFF-BASE LOCATION | CY | 1000 | ||
| 1030 | HAULING TO/FROM ON-BASE LOCATION | CY | 1000 | ||
| 1031 | PROVIDE COMMON FILL, SELECT FILL OR BORROW INCL DELIVERY & SPREADING | CY | 12500 | ||
| 1032 | PROVIDE, SPREAD, COMPACT 3" GRADED CRUSHED AGGREGATE BASE COURSE | ||||
| 1032AA | *MATERIAL | SY | 5000 | ||
| 1032AB | ALL OTHER COST | SY | 5000 | ||
| 1033 | PROVIDE, SPREAD, COMPACT 6" GRADED CRUSHED AGGREGATE BASE COURSE | ||||
| 1033AA | *MATERIAL | SY | 5000 | ||
| 1033AB | ALL OTHER COST | SY | 5000 | ||
| 1034 | PROVIDE, SPREAD, COMPACT 9" GRADED CRUSHED AGGREGATE BASE COURSE | ||||
| 1034AA | *MATERIAL | SY | 5000 | ||
| 1034AB | ALL OTHER COST | SY | 5000 | ||
| 1035 | PROVIDE, SPREAD, COMPACT 12" GRADED CRUSHED AGGREGATE BASE COURSE | ||||
| 1035AA | *MATERIAL | SY | 15000 | ||
| 1035AB | ALL OTHER COST | SY | 15000 | ||
| 1036 | GRADED CRUSHED AGGREGATE BASE COURSE, ADD PER INCH | ||||
| 1036AA | *MATERIAL | SY | 1000 | ||
| 1036AB | ALL OTHER COST | SY | 1000 | ||
| 1037 | COMPACT EXISTING SUBGRADE OR FILL SUBGRADE | SY | 8500 | ||
| 1038 | SOIL CEMENT STABILIZATION TO 8" DEPTH | SY | 1 | ||
| GRADING | |||||
| 1039 | FINISH GRADING, 0-1000 | SY | 1000 | ||
| 1040 | FINISH GRADING, 1001+ | SY | 15000 | ||
| 1041 | FINISH GRADING, SIDEWALKS, CART PATHS, SWALES OR DRAINAGE | SY | 1000 | ||
| STORM DRAINAGE | |||||
| 1042 | 12" DIA REINFORCED CONCRETE PIPE | LF | 100 | ||
| 1043 | 18" DIA REINFORCED CONCRETE PIPE | LF | 100 | ||
| 1044 | 24" DIA REINFORCED CONCRETE PIPE | LF | 100 | ||
| 1045 | 30" DIA REINFORCED CONCRETE PIPE | LF | 10 | ||
| 1046 | 36" DIA REINFORCED CONCRETE PIPE | LF | 100 | ||
| 1047 | 42" DIA REINFORCED CONCRETE PIPE | LF | 10 | ||
| 1048 | 48" DIA REINFORCED CONCRETE PIPE | LF | 10 | ||
| 1049 | 12" DIA. CORRUGATED PLASTIC PIPE | LF | 300 | ||
| 1050 | 18" DIA. CORRUGATED PLASTIC PIPE | LF | 100 | ||
| 1051 | 24" DIA. CORRUGATED PLASTIC PIPE | LF | 200 | ||
| 1052 | 30" DIA. CORRUGATED PLASTIC PIPE | LF | 10 | ||
| 1053 | 36" DIA. CORRUGATED PLASTIC PIPE | LF | 100 | ||
| 1054 | 42" DIA. CORRUGATED PLASTIC PIPE | LF | 10 | ||
| 1055 | 48" DIA. CORRUGATED PLASTIC PIPE | LF | 10 | ||
| 1056 | MITERED END SECTIONS, 12" PIPE | EA | 3 | ||
| 1057 | MITERED END SECTIONS, 18" PIPE | EA | 3 | ||
| 1058 | MITERED END SECTIONS, 24" PIPE | EA | 2 | ||
| 1059 | MITERED END SECTIONS, 30" PIPE | EA | 1 | ||
| 1060 | MITERED END SECTIONS, 36" PIPE | EA | 1 | ||
| 1061 | MITERED END SECTIONS, 42" PIPE | EA | 1 | ||
| 1062 | MITERED END SECTIONS, 48" PIPE | EA | 1 | ||
| 1063 | THREE WING HEADWALLS, UP TO 30" PIPE, 3' LONG | EA | 1 | ||
| 1064 | THREE WING HEADWALLS, 36" PIPE, 3'-6" LONG | EA | 1 | ||
| 1065 | THREE WING HEADWALLS, 42" PIPE, 4' LONG | EA | 1 | ||
| 1066 | THREE WING HEADWALLS, 48" PIPE, 4'-6" LONG | EA | 1 | ||
| 1067 | CONCRETE MANHOLES, CATCH BASINS AND JUNCTION BOXES, 0-4' DEEP, 4' ID | EA | 15 | ||
| 1068 | CONCRETE MANHOLES, CATCH BASINS AND JUNCTION BOXES, 4'-6' DEEP, 4' ID | EA | 1 | ||
| 1069 | CONCRETE MANHOLES, CATCH BASINS AND JUNCTION BOXES, 6'+ DEEP, 4' ID | EA | 1 | ||
| 1070 | CURB INLETS (FRAME, GRATE, & CURB BOX), HEAVY DUTY (LARGE) | EA | 10 | ||
| 1071 | CURB INLETS (FRAME, GRATE, & CURB BOX), MEDIUM DUTY (SMALL) | EA | 4 | ||
| 1072 | CONCRETE CURB | ||||
| 1072AA | FDOT TYPE "F" & TYPE "E" CURB & GUTTER | LF | 2500 | ||
| 1072AB | FDOT RIBBON & VALLEY CURB | LF | 1000 | ||
| 1073 | DITCH PAVING 4", 3000PSI CONCRETE | SY | 100 | ||
| 1074 | RIP RAP, CLASS II | TON | 50 | ||
| PAVEMENT | |||||
| 1075 | PROVIDE & PLACE ASPHALTIC CONCRETE PAVEMENT - AIRFIELD MIX; 0-1500 | ||||
| 1075AA | *MATERIAL | TON | 1000 | ||
| 1075AB | ALL OTHER COST | TON | 1000 | ||
| 1076 | PROVIDE & PLACE ASPHALTIC CONCRETE PAVEMENT - AIRFIELD MIX; 1501-4000 | ||||
| 1076AA | *MATERIAL | TON | 1000 | ||
| 1076AB | ALL OTHER COST | TON | 1000 | ||
| 1077 | PROVIDE & PLACE ASPHALTIC CONCRETE PAVEMENT - AIRFIELD MIX; 4001+ | ||||
| 1077AA | *MATERIAL | TON | 1 | ||
| 1077AB | ALL OTHER COST | TON | 1 | ||
| 1078 | PROVIDE & PLACE ASPHALTIC CONCRETE PAVEMENT - HIGHWAY MIX; 0-250 | ||||
| 1078AA | *MATERIAL | TON | 250 | ||
| 1078AB | ALL OTHER COST | TON | 250 | ||
| 1079 | PROVIDE & PLACE ASPHALTIC CONCRETE PAVEMENT - HIGHWAY MIX; 251-2000 | ||||
| 1079AA | *MATERIAL | TON | 2000 | ||
| 1079AB | ALL OTHER COST | TON | 2000 | ||
| 1080 | *PROVIDE & PLACE ASPHALTIC CONCRETE PAVEMENT - HIGHWAY MIX; 2001+ | ||||
| 1080AA | *MATERIAL | TON | 5000 | ||
| 1080AB | ALL OTHER COST | TON | 5000 | ||
| 1081 | BITUMINOUS PRIME COAT | SY | 8000 | ||
| 1082 | BITUMINOUS TACK COAT | SY | 4000 | ||
| 1083 | PROVIDE ASPHALTIC CONCRETE, DELIVERY ONLY - HIGHWAY MIX | ||||
| 1083AA | *MATERIAL | TON | 100 | ||
| 1083AB | ALL OTHER COST | TON | 100 | ||
| 1084 | PROVIDE ASPHALTIC CONCRETE, TO BE PICKED UP BY GOVERNMENT - HIGHWAY MIX | ||||
| 1084AA | *MATERIAL | TON | 100 | ||
| 1084AB | ALL OTHER COST | TON | 100 | ||
| 1085 | PROVIDE & PLACE 650 PSI FLEXURAL STRENGTH PCC PAVEMENT (AIRFIELDS), 0-100 SY | ||||
| 1085AA | *MATERIAL | SY/IN | 1200 | ||
| 1085AB | ALL OTHER COST | SY/IN | 1200 | ||
| 1086 | PROVIDE & PLACE 650 PSI FLEXURAL STRENGTH PCC PAVEMENT (AIRFIELDS), 101-1000 SY | ||||
| 1086AA | *MATERIAL | SY/IN | 200 | ||
| 1086AB | ALL OTHER COST | SY/IN | 200 | ||
| 1087 | PROVIDE & PLACE 650 PSI FLEXURAL STRENGTH PCC PAVEMENT (AIRFIELDS), 1001+ SY | ||||
| 1087AA | *MATERIAL | SY/IN | 200000 | ||
| 1087AB | ALL OTHER COST | SY/IN | 200000 | ||
| 1088 | PROVIDE CONSTRUCTION JOINT DOWELS | EA | 30 | ||
| 1089 | DRILL & GROUT CONSTRUCTION JOINT DOWELS | EA | 30 | ||
| 1090 | PROVIDE & PLACE 650 PSI FLEXURAL STRENGTH PCC PAVEMENT | ||||
| 1090AA | *MATERIAL | CY | 300 | ||
| 1090AB | ALL OTHER COST | CY | 300 | ||
| 1091 | PROVIDE CONCRETE, READY MIX, DELIVERY ONLY | ||||
| 1091AA | *MATERIAL | CY | 30 | ||
| 1091AB | ALL OTHER COST | CY | 30 | ||
| 1092 | CONCRETE SIDEWALK (4" THICK) | ||||
| 1092AA | *MATERIAL | SY | 1100 | ||
| 1092AB | ALL OTHER COST | SY | 1100 | ||
| 1093 | STENCILED CONCRETE, COLORED (4" THICK) | ||||
| 1093AA | *MATERIAL | SF | 100 | ||
| 1093AB | ALL OTHER COST | SF | 100 | ||
| PAVEMENT JOINT REPAIR | |||||
| 1094 | SAW CUT CONCRETE FOR INSTALLATION OF NEOPRENE COMPRESSION JOINT SEAL (NCJS) | LF | 100 | ||
| 1095 | UP TO 1" NCJS | LF | 100 | ||
| 1096 | SAW CUT CONCRETE FOR INSTALLATION OF BACKER MATERIAL AND JOINT SEALANT, 1/2"-5/8" W X 1'-1-5/8" DEEP | LF | 500 | ||
| 1097 | PROVIDE JOINT SEAL BACKER MATERIAL | LF | 500 | ||
| 1098 | JOINT SEALANT, NON-JET FUEL RESISTANT (Non JFR) | LF | 100 | ||
| 1099 | JOINT SEALANT, JET FUEL RESISTANT (JFR) | LF | 800 | ||
| 1100 | HOT POUR JOINT SEAL (INCL BACKER) | LF | 50 | ||
| 1101 | COLD APPLIED JOINT SEAL (INCL BACKER) | LF | 50 | ||
| 1102 | CRACK ROUTING | LF | 300 | ||
| 1103 | EXPANSION JOINT MATERIAL, UP TO 10" | LF | 500 | ||
| 1104 | EXPANSION JOINT MATERIAL, 10+" | LF | 50 | ||
| PAVEMENT MARKING | |||||
| 1105 | PAVEMENT MARKING REMOVAL (WATER/SAND BLAST/GRINDING) | LF | 300 | ||
| 1106 | PAVEMENT PAINT (STRIPING), TO INCLUDE GLASS BEADS | ||||
| 1106AA | PARKING LOT/STREET TYPE I BEADS | LF | 8000 | ||
| 1106AB | AIRFIELD TYPE III BEADS | LF | 8000 | ||
| 1107 | PAINT LETTERING, ARROWS | SF | 200 | ||
| 1108 | PAINTED HANDICAPPED SYMBOL | EA | 10 | ||
| 1109 | TRAFFIC SIGN | EA | 5 | ||
| 1110 | THERMOPLASTIC REFLECTORIZED 4" STRIPING | LF | 200 | ||
| 1111 | THERMOPLASTIC REFLECTORIZED ARROWS, LETTERS | SF | 50 | ||
| 1112 | PVT MARKING LAYOUT | LF | 8000 | ||
| 1113 | PAVEMENT REFLECTORS | EA | 200 | ||
| LANDSCAPING | |||||
| 1114 | PLANT GRASS-SEED | SY | 1000 | ||
| 1115 | PLANT SOD | SY | 8000 | ||
| 1116 | TREE REMOVAL, UP TO 12" DIA | EA | 20 | ||
| 1117 | CLEAR & GRUB, TO INCLUDE STUMP REMOVAL | ACRE | 3 | ||
| 1118 | POLYPROPYLENE MESH | SY | 300 | ||
| 1119 | EROSION CONTROL FENCE | LF | 2000 | ||
| 1120 | HAY BALES | LF | 500 | ||
| 1121 | PLANT TREES, 2" CALIPER MIN | EA | 50 | ||
| 1122 | C0NSTRUCT LANDSCAPED BERM AREA | CY | 100 | ||
| PAVEMENT REPAIR | |||||
| 1123 | SPALL REPAIR-EPOXY BONDED PCC | SF | 500 | ||
| 1124 | POT HOLE REPAIR | SF | 1000 | ||
| MISCELLANEOUS | |||||
| 1125 | PCC FOR STRUCTURES, READY MIX | ||||
| 1125AA | *MATERIAL | CY | 100 | ||
| 1125AB | ALL OTHER COST | CY | 100 | ||
| 1126 | REINFORCING STEEL | LB | 10000 | ||
| 1127 | MANHOLE ADJUSTMENT | EA | 2 | ||
| 1128 | VALVE BOX ADJUSTMENT | EA | 2 | ||
| 1129 | AIRCRAFT TIE DOWN | EA | 10 | ||
| 1130 | DEWATERING (WELL POINT) | MONTH | 3 | ||
| 1131 | DEWATERING (MUD HOG), 4" DIA | DAY | 30 | ||
| 1132 | RUBBER REMOVAL, HIGH PRESSURE WATER BLAST | SF | 1 | ||
| 1133 | CHAINLINK FENCING | ||||
| 1133AA | PROVIDE & INSTALL 6' HIGH CHAINLINK FENCE | LF | 100 | ||
| 1133AB | PROVIDE & INSTALL 8' HIGH CHAINLINK FENCE | LF | 100 | ||
| 1134 | SINGLE CHAINLINK GATE | ||||
| 1134AA | PROVIDE & INSTALL SINGLE 6' HIGH CHAINLINK GATE | EA | 1 | ||
| 1134AB | PROVIDE & INSTALL SINGLE 8' HIGH CHAINLINK GATE | EA | 1 | ||
| 1135 | DOUBLE CHAINLINK GATE | ||||
| 1135AA | PROVIDE & INSTALL DOUBLE 6' HIGH CHAINLINK GATE | EA | 1 | ||
| 1135AB | PROVIDE & INSTALL DOUBLE 8' HIGH CHAINLINK GATE | EA | 1 | ||
| 1136 | SYNTHETIC RUBBER MULCH | CY | 1 | ||
| 1137 | BOLLARDS (PROVIDED & INSTALLED ) | ||||
| 1137AA | BOLLARD, UP TO 6' DIA, CONCRETE FILLED | EA | 10 | ||
| 1137AB | REMOVABLE BOLLARDS WITH BOLLARD FARM | EA | 1 | ||
| 1137AC | LIGHTED BOLLARD | EA | 1 | ||
| 1138 | STEEL REINFORCED DECORATIVE CONCRETE BARRIER WITH BRICK FASCIA | ||||
| 1138AA | 2' DIA X 18" HIGH X 2' DEEP BELOW FINISHED GRADE | EA | 1 | ||
| 1138AB | 3' DIA X 18" HIGH X 2' DEEP BELOW FINISHED GRADE | EA | 1 | ||
| 1139 | CMU REINFORCED GROUT FILLED CRASH WALL | LF | 1 | ||
| 1140 | SURVEYING, CREW SIZE =3 | DAY | 50 | ||
| 1141 | GUARDRAIL, FDOT | LF | 100 | ||
| 1142 | DIRECTIONAL DRILL/BORE, 4" HDPE PIPING | LF | 200 | ||
| 1143 | DIRECTIONAL DRILL/BORE, 6" HDPE PIPING | LF | 1 | ||
| 1144 | DIRECTIONAL DRILL/BORE, 8" HDPE PIPING | LF | 1 | ||
| 1145 | DIRECTIONAL DRILL/BORE, 10" HDPE PIPING | LF | 1 | ||
| 1146 | BORING & JACKING CONDUIT, 1/2" THICK WALL, 24" DIA | LF | 1 | ||
| 1147 | BORING & JACKING CONDUIT, 1/2" THICK WALL, 36" DIA | LF | 1 | ||
| 1148 | PREPARE JACKING PITS | EA | 1 | ||
| 1149 | MARKING TAPE, DETECTABLE 2" WIDE | CLF | 50 | ||
| 1150 | MARKING TAPE, DETECTABLE 6" WIDE | CLF | 30 | ||
| 1151 | TRACER WIRE | CLF | 80 | ||
| 1152 | ENGINEERING SERVICES | HR | 80 | ||
| 1153 | LABORER | HR | 160 | ||
| 1154 | PROJECT SIGN | EA | 1 | ||
| ASPHALT TESTING | |||||
| 1155 | ASPHALT CORE | EA | 30 | ||
| 1156 | ASPHALT, DENSITY, SET OF 3 | EA | 10 | ||
| CONCRETE TESTING | |||||
| 1157 | COMPRESSIVE STRENGTH, CORES, (NOT INCL. DRILLING) | EA | 60 | ||
| 1158 | CONCRETE CORE DRILLING, 4"DIA | IN | 10 | ||
| 1159 | PATCH CORE HOLES | EA | 10 | ||
| 1160 | FLEXURAL TEST BEAMS | EA | 15 | ||
| 1161 | MODULUS OF ELASTICITY | EA | 1 | ||
| SOIL TESTING | |||||
| 1162 | ATTERBURG LIMITS, LIQUID & PLASTIC LIMITS | EA | 1 | ||
| 1163 | SPECIFIC GRAVITY | EA | 1 | ||
| 1164 | SIEVE ANALYSIS | EA | 1 | ||
| 1165 | CONSOLIDATION TEST | EA | 1 | ||
| 1166 | DENSITY & CLASSIFICATION OF UNDISTURBED SAMPLE | EA | 2 | ||
| 1167 | MOISTURE CONTENT | EA | 1 | ||
| 1168 | PROCTOR COMPACTION, 6" MODIFIED | EA | 20 | ||
| 1169 | FIELD DENSITY TEST, NUCLEAR ASTM D 2922 | EA | 100 | ||
| 1170 | FIELD DENSITY TEST, SAND CONE ASTM D 1556 | EA | 20 | ||
| 1171 | CBR (California Bearing Ratio) | EA | 10 | ||
| 1172 | LBR (Limerock Bearing Ratio) | EA | 10 | ||
| 1173 | SOIL ANALYSIS, TO INCLUDE REPORT | EA | 3 | ||
| WATER | |||||
| 1174 | PIPING, UP TO 2" SHC 40 PVC (IRRIGATION/BUILDING SERVICES), TO INCLUDE PVC FITTINGS | ||||
| 1174AA | *MATERIAL | LF | 100 | ||
| 1174AB | ALL OTHER COST | LF | 100 | ||
| 1175 | PIPING, 4", AWWA C900 CLASS 160 SDR 26 | ||||
| 1175AA | *MATERIAL | LF | 100 | ||
| 1175AB | ALL OTHER COST | LF | 100 | ||
| 1176 | PIPING, 6", AWWA C900 CLASS 160 SDR 26 | ||||
| 1176AA | *MATERIAL | LF | 100 | ||
| 1176AB | ALL OTHER COST | LF | 100 | ||
| 1177 | PIPING, 8", AWWA C900 CLASS 160 SDR 26 | ||||
| 1177AA | *MATERIAL | LF | 500 | ||
| 1177AB | ALL OTHER COST | LF | 500 | ||
| 1178 | PIPING, 10", AWWA C900 CLASS 150 SDR 18 | ||||
| 1178AA | *MATERIAL | LF | 100 | ||
| 1178AB | ALL OTHER COST | LF | 100 | ||
| 1179 | PIPING, 12", AWWA C900 CLASS 150 SDR 18 | ||||
| 1179AA | *MATERIAL | LF | 100 | ||
| 1179AB | ALL OTHER COST | LF | 100 | ||
| 1180 | DUCTILE IRON FITTINGS, MECHANICAL JOINT, 4" - 90 DEG | EA | 2 | ||
| 1181 | DUCTILE IRON FITTINGS, MECHANICAL JOINT, 4" - TEE | EA | 2 | ||
| 1182 | DUCTILE IRON FITTINGS, MECHANICAL JOINT, 4" - 45 DEG | EA | 2 | ||
| 1183 | DUCTILE IRON FITTINGS, MECHANICAL JOINT, 6" - 90 DEG | EA | 4 | ||
| 1184 | DUCTILE IRON FITTINGS, MECHANICAL JOINT, 6" - TEE | EA | 10 | ||
| 1185 | DUCTILE IRON FITTINGS, MECHANICAL JOINT, 6" - 45 DEG | EA | 30 | ||
| 1186 | DUCTILE IRON FITTINGS, MECHANICAL JOINT, 8" - 90 DEG | EA | 4 | ||
| 1187 | DUCTILE IRON FITTINGS, MECHANICAL JOINT, 8" - TEE | EA | 10 | ||
| 1188 | DUCTILE IRON FITTINGS, MECHANICAL JOINT, 10" - 90 DEG | EA | 4 | ||
| 1189 | DUCTILE IRON FITTINGS, MECHANICAL JOINT, 10" - TEE | EA | 10 | ||
| 1190 | DUCTILE IRON FITTINGS, MECHANICAL JOINT, 12" - 90 DEG | EA | 1 | ||
| 1191 | DUCTILE IRON FITTINGS, MECHANICAL JOINT, 12" - TEE | EA | 1 | ||
| 1192 | DUCTILE IRON FITTINGS, MECHANICAL JOINT, 12" - 45 DEG | EA | 10 | ||
| 1193 | FIRE HYDRANT, 4 1/2" DIA, UP TO 6' DEEP | EA | 3 | ||
| 1194 | FIRE HYDRANT, 5 1/4" DIA, UP TO 6' DEEP | EA | 10 | ||
| 1195 | VALVE WITH VALVE BOX, 4" | EA | 1 | ||
| 1196 | VALVE WITH VALVE BOX, 6" | EA | 10 | ||
| 1197 | VALVE WITH VALVE BOX, 8" | EA | 5 | ||
| 1198 | VALVE WITH VALVE BOX, 10" | EA | 2 | ||
| 1199 | VALVE WITH VALVE BOX, 12" | EA | 1 | ||
| 1200 | VALVE WITH VALVE BOX, 14" | EA | 2 | ||
| 1201 | CORPORATION STOPS, BRASS, UP TO 1" | EA | 5 | ||
| 1202 | CORPORATION STOPS, BRASS, 1 1/2" | EA | 5 | ||
| 1203 | CORPORATION STOPS, BRASS, 2" | EA | 20 | ||
| 1204 | CURB STOPS, BRASS, UP TO 1" | EA | 5 | ||
| 1205 | CURB STOPS, BRASS, 1 1/2" | EA | 10 | ||
| 1206 | CURB STOPS, BRASS, 2" | EA | 20 | ||
| 1207 | SERVICE CLAMP OR TAPPING SADDLE | EA | 3 | ||
| 1208 | CURB BOX, CAST IRON, UP TO 2" CURB STOP | EA | 2 | ||
| 1209 | DRILL & TAP MAIN, 6" MAIN, 1" - 2" SERVICE | EA | 1 | ||
| 1210 | DRILL & TAP MAIN, 8" MAIN, 1" - 2" SERVICE | EA | 1 | ||
| 1211 | DRILL & TAP MAIN, 4" WET TAP | EA | 1 | ||
| 1212 | DRILL & TAP MAIN, 6" WET TAP | EA | 2 | ||
| SANITARY SEWER | |||||
| 1213 | 4" DIA PIPING | ||||
| 1213AA | *MATERIAL | LF | 200 | ||
| 1213AB | ALL OTHER COST | LF | 200 | ||
| 1214 | 6" DIA PIPING | ||||
| 1214AA | *MATERIAL | LF | 100 | ||
| 1214AB | ALL OTHER COST | LF | 100 | ||
| 1215 | 8" DIA PIPING | ||||
| 1215AA | *MATERIAL | LF | 200 | ||
| 1215AB | ALL OTHER COST | LF | 200 | ||
| 1216 | 10" DIA PIPING | ||||
| 1216AA | *MATERIAL | LF | 10 | ||
| 1216AB | ALL OTHER COST | LF | 10 | ||
| 1217 | 12" DIA PIPING | ||||
| 1217AA | *MATERIAL | LF | 10 | ||
| 1217AB | ALL OTHER COST | LF | 10 | ||
| 1218 | 14" DIA PIPING | ||||
| 1218AA | *MATERIAL | LF | 50 | ||
| 1218AB | ALL OTHER COST | LF | 50 | ||
| 1219 | 18" DIA PIPING | ||||
| 1219AA | *MATERIAL | LF | 10 | ||
| 1219AB | ALL OTHER COST | LF | 10 | ||
| 1220 | INSTALL MANHOLE, 4' ID, 4' DEEP | EA | 10 | ||
| 1221 | INSTALL MANHOLE, 4' ID, 6' DEEP | EA | 1 | ||
| 1222 | INSTALL MANHOLE, 4' ID, 8' DEEP | EA | 1 | ||
| 1223 | 24" FRAME AND COVER | EA | 1 | ||
| 1224 | 36" FRAME AND COVER | EA | 1 | ||
| 1225 | TAP INTO EXISTING MANHOLE | EA | 5 | ||
| 1226 | PUMP / VACUUM TRUCK RENTAL & HAULING | HR | 40 | ||
| 1227 | MOBILIZATION/DEMOBILIZATION, TO INCLUDE SHIPPING, SLIP LINING PIPE | LS | 1 | ||
| 1228 | UP TO 8" SLIP LINER, 0-500 LF | LF | 1 | ||
| 1229 | UP TO 8" SLIP LINER, 501- 1000 LF | LF | 1 | ||
| 1230 | UP TO 8" SLIP LINER, 1001+ LF | LF | 1 | ||
| 1231 | 10" SLIP LINER, 0-500 LF | LF | 1 | ||
| 1232 | 10" SLIP LINER, 501- 1000 LF | LF | 1 | ||
| 1233 | 10" SLIP LINER, 1001+ LF | LF | 1 | ||
| 1234 | 12" SLIP LINER, 0-500 LF | LF | 100 | ||
| 1235 | 12" SLIP LINER, 501- 1000 LF | LF | 1 | ||
| 1236 | 12" SLIP LINER, 1001+ LF | LF | 1 | ||
| 1237 | REINSTATEMENT OF SERVICE LATERIALS | EA | 4 | ||
| ELECTRICAL | |||||
| 1238 | CONDUIT, PVC, SCH 40, 2" DIA & FITTINGS | LF | 20 | ||
| 1239 | CONDUIT, PVC, SCH 40, 4" DIA & FITTINGS | LF | 100 | ||
| 1240 | CONDUIT, RIGID, GALVANIZED 4" DIA | LF | 1 | ||
| 1241 | SWEEP, RIGID, GALVANIZED 4" DIA X 24" | EA | 1 | ||
| 1242 | NIPPLE, RIGID, GALVANIZED 4" | EA | 1 | ||
| 1243 | COUPLING, RIGID, GALVANIZED 4" | EA | 1 | ||
| 1244 | WIRE, 600 V, THW, COPPER, SOLID, #12 | CLF | 1 | ||
| 1245 | WIRE, 600 V, THW, COPPER, STRANDED, #12 | CLF | 1 | ||
| 1246 | WIRE, 600 V, THW, COPPER, STRANDED, #6 | CLF | 1 | ||
| 1247 | WIRE, 600 V, THW, COPPER, STRANDED, #2 | CLF | 1 | ||
| 1248 | WIRE, 600 V, THW, COPPER, STRANDED, 250 MCM | CLF | 1 | ||
| 1249 | WIRE, 600 V, THW, COPPER, STRANDED, 500 MCM | CLF | 1 | ||
| 1250 | WIRE, 2/0 BARE COPPER, STRANDED | CLF | 1 | ||
| 1251 | INSTALL GROUND RODS, 3/4" DIA x 10' | EA | 10 | ||
| 1252 | EXTERIOR LIGHTS, ANODIZED ALUMINUM POLE, CONCRETE BASE, 70W HPS LUMINAIRE, 20' HIGH | EA | 1 | ||
| 1253 | EXTERIOR LIGHTS, ANODIZED ALUMINUM POLE, CONCRETE BASE, 70W HPS LUMINAIRE, 30' HIGH | EA | 1 | ||
| 1254 | MOTOR CONNECTION | EA | 1 | ||
| 1255 | GENERATOR, DIESEL ENGINE, MUFFLER, AUTOMATIC TRANSFER SWITCH, AND DAY TANK, 75 KW | EA | 2 | ||
| 1256 | CAD WELD GROUND GRID | EA | 1 | ||
| 1257 | COMBINED DISCONNECT/LIGHTING CONTACTOR W/PHOTOCELL CONTROL | EA | 1 | ||
| 1258 | CONTROL PANEL (LIFTSTATION) | EA | 1 | ||
| 1259 | TELEMETRY SYSTEM (LIFTSTATION) | EA | 2 | ||
| 1260 | **NON-STANDARD WORK HOURS-OFFERORS SHALL ENTER A % AMOUNT IN THE UNIT PRICE COLUMN. FOR EVALUATION PURPOSES OFFERORS SHALL USE THE FOLLOWING FORMULA. (PROPOSED % X $125,000 (AVERAGE TASK ORDER PRICE)) X 2. INPUT THE RESULT IN THE TOTAL COLUMN | TASK ORDER | 2 |
| TOTAL | $0.00 | ||
| NOTES: | * Material Sub CLINs identified under this note may have the Economic Price Adjustment clause, 52.216-4, applied to them. Please see Section I, clause 52.216-4, of the Solicitation/Award document. | **Offerors shall propose a % amount to be applied to a task order's price for projects that require the work to be accomplished during non-standard work hours |
&"Arial,Bold"Contract Line Item Listing Option Year #1 - Attachment #1
&P of &N 31 Jan 2011
OPTION YEAR 2
| LINE ITEM | DESCRIPTION | UNIT | EST QTY | UNIT PRICE | TOTAL |
| DEMOLISH PAVEMENT | |||||
| 2001 | MILL ASPHALT, UP TO 3" DEEP, 0-2,500 | SY | 2000 | ||
| 2002 | MILL ASPHALT, UP TO 3" DEEP, 2,501+ | SY | 2000 | ||
| 2003 | MILL ASPHALT, EACH ADDITIONAL 1" | SY | 2000 | ||
| 2004 | MOBILIZE MILLING MACHINE | EA | 2 | ||
| 2005 | DEMOLISH ASPHALT, UP TO 4" DEEP | SY | 5000 | ||
| 2006 | DEMOLISH ASPHALT, EACH ADDITIONAL 1" | SY | 1000 | ||
| 2007 | DEMOLISH CONCRETE PAVEMENT, UP TO 10" THICK | SY | 3000 | ||
| 2008 | DEMOLISH CONCRETE PVT GREATER THAN 10" THICK | CY | 1000 | ||
| DEMOLISH STORM DRAINAGE STRUCTURES | |||||
| 2009 | CATCH BASIN/MANHOLE/JUNCTION BOX | EA | 5 | ||
| 2010 | MANHOLE FRAMES & COVERS | EA | 1 | ||
| 2011 | REMOVE & RESET MANHOLE FRAME & COVER | EA | 1 | ||
| 2012 | REMOVE STORM DRAINAGE PIPE, 0-18" | LF | 100 | ||
| 2013 | REMOVE STORM DRAINAGE PIPE, 18-36" | LF | 50 | ||
| 2014 | REMOVE STORM DRAINAGE PIPE, GREATER THAN 36" | LF | 20 | ||
| DEMOLITION, MISCELLANEOUS | |||||
| 2015 | FENCING, REMOVE ONLY, 0-10' HIGH | LF | 100 | ||
| 2016 | REMOVE PARKING BLOCKS | EA | 5 | ||
| 2017 | REMOVE JOINT SEAL | LF | 5000 | ||
| 2018 | DEMOLISH CURB AND GUTTER | LF | 5000 | ||
| 2019 | DEMOLISH SIDEWALK | SY | 5000 | ||
| 2020 | DEMOLISH FIRE HYDRANT | EA | 3 | ||
| SAWCUTTING | |||||
| 2021 | SAWCUT ASPHALT, 4" DEEP | LF | 1000 | ||
| 2022 | SAWCUT ASPHALT, EACH ADDITIONAL 1" | LF | 1 | ||
| 2023 | SAWCUT CONCRETE, PLAIN & MESH REINFORCED, PER INCH OF DEPTH | LF | 3000 | ||
| 2024 | SAWCUT CONCRETE, ROD REINFORCED, PER INCH OF DEPTH | LF | 250 | ||
| EARTHWORK | |||||
| 2025 | EXCAVATION, TRENCH | CY | 5000 | ||
| 2026 | EXCAVATE , HAND | CF | 2000 | ||
| 2027 | EXCAVATION, BULK | CY | 2000 | ||
| 2028 | LOAD EXCAVATED MATERIALS IN DUMP TRUCK | CY | 1000 | ||
| 2029 | HAULING TO OFF-BASE LOCATION | CY | 1000 | ||
| 2030 | HAULING TO/FROM ON-BASE LOCATION | CY | 1000 | ||
| 2031 | PROVIDE COMMON FILL, SELECT FILL OR BORROW INCL DELIVERY & SPREADING | CY | 12500 | ||
| 2032 | PROVIDE, SPREAD, COMPACT 3" GRADED CRUSHED AGGREGATE BASE COURSE | ||||
| 2032AA | *MATERIAL | SY | 5000 | ||
| 2032AB | ALL OTHER COST | SY | 5000 | ||
| 2033 | PROVIDE, SPREAD, COMPACT 6" GRADED CRUSHED AGGREGATE BASE COURSE | ||||
| 2033AA | *MATERIAL | SY | 5000 | ||
| 2033AB | ALL OTHER COST | SY | 5000 | ||
| 2034 | PROVIDE, SPREAD, COMPACT 9" GRADED CRUSHED AGGREGATE BASE COURSE | ||||
| 2034AA | *MATERIAL | SY | 5000 | ||
| 2034AB | ALL OTHER COST | SY | 5000 | ||
| 2035 | PROVIDE, SPREAD, COMPACT 12" GRADED CRUSHED AGGREGATE BASE COURSE | ||||
| 2035AA | *MATERIAL | SY | 15000 | ||
| 2035AB | ALL OTHER COST | SY | 15000 | ||
| 2036 | GRADED CRUSHED AGGREGATE BASE COURSE, ADD PER INCH | ||||
| 2036AA | *MATERIAL | SY | 1000 | ||
| 2036AB | ALL OTHER COST | SY | 1000 | ||
| 2037 | COMPACT EXISTING SUBGRADE OR FILL SUBGRADE | SY | 8500 | ||
| 2038 | SOIL CEMENT STABILIZATION TO 8" DEPTH | SY | 1 | ||
| GRADING | |||||
| 2039 | FINISH GRADING, 0-1000 | SY | 1000 | ||
| 2040 | FINISH GRADING, 1001+ | SY | 15000 | ||
| 2041 | FINISH GRADING, SIDEWALKS, CART PATHS, SWALES OR DRAINAGE | SY | 1000 | ||
| STORM DRAINAGE | |||||
| 2042 | 12" DIA REINFORCED CONCRETE PIPE | LF | 100 | ||
| 2043 | 18" DIA REINFORCED CONCRETE PIPE | LF | 100 | ||
| 2044 | 24" DIA REINFORCED CONCRETE PIPE | LF | 100 | ||
| 2045 | 30" DIA REINFORCED CONCRETE PIPE | LF | 10 | ||
| 2046 | 36" DIA REINFORCED CONCRETE PIPE | LF | 100 | ||
| 2047 | 42" DIA REINFORCED CONCRETE PIPE | LF | 10 | ||
| 2048 | 48" DIA REINFORCED CONCRETE PIPE | LF | 10 | ||
| 2049 | 12" DIA. CORRUGATED PLASTIC PIPE | LF | 300 | ||
| 2050 | 18" DIA. CORRUGATED PLASTIC PIPE | LF | 100 | ||
| 2051 | 24" DIA. CORRUGATED PLASTIC PIPE | LF | 200 | ||
| 2052 | 30" DIA. CORRUGATED PLASTIC PIPE | LF | 10 | ||
| 2053 | 36" DIA. CORRUGATED PLASTIC PIPE | LF | 100 | ||
| 2054 | 42" DIA. CORRUGATED PLASTIC PIPE | LF | 10 | ||
| 2055 | 48" DIA. CORRUGATED PLASTIC PIPE | LF | 10 | ||
| 2056 | MITERED END SECTIONS, 12" PIPE | EA | 3 | ||
| 2057 | MITERED END SECTIONS, 18" PIPE | EA | 3 | ||
| 2058 | MITERED END SECTIONS, 24" PIPE | EA | 2 | ||
| 2059 | MITERED END SECTIONS, 30" PIPE | EA | 1 | ||
| 2060 | MITERED END SECTIONS, 36" PIPE | EA | 1 | ||
| 2061 | MITERED END SECTIONS, 42" PIPE | EA | 1 | ||
| 2062 | MITERED END SECTIONS, 48" PIPE | EA | 1 | ||
| 2063 | THREE WING HEADWALLS, UP TO 30" PIPE, 3' LONG | EA | 1 | ||
| 2064 | THREE WING HEADWALLS, 36" PIPE, 3'-6" LONG | EA | 1 | ||
| 2065 | THREE WING HEADWALLS, 42" PIPE, 4' LONG | EA | 1 | ||
| 2066 | THREE WING HEADWALLS, 48" PIPE, 4'-6" LONG | EA | 1 | ||
| 2067 | CONCRETE MANHOLES, CATCH BASINS AND JUNCTION BOXES, 0-4' DEEP, 4' ID | EA | 15 | ||
| 2068 | CONCRETE MANHOLES, CATCH BASINS AND JUNCTION BOXES, 4'-6' DEEP, 4' ID | EA | 1 | ||
| 2069 | CONCRETE MANHOLES, CATCH BASINS AND JUNCTION BOXES, 6'+ DEEP, 4' ID | EA | 1 | ||
| 2070 | CURB INLETS (FRAME, GRATE, & CURB BOX), HEAVY DUTY (LARGE) | EA | 10 | ||
| 2071 | CURB INLETS (FRAME, GRATE, & CURB BOX), MEDIUM DUTY (SMALL) | EA | 4 | ||
| 2072 | CONCRETE CURB | ||||
| 2072AA | FDOT TYPE "F" & TYPE "E" CURB & GUTTER | LF | 2500 | ||
| 2072AB | FDOT RIBBON & VALLEY CURB | LF | 1000 | ||
| 2073 | DITCH PAVING 4", 3000PSI CONCRETE | SY | 100 | ||
| 2074 | RIP RAP, CLASS II | TON | 50 | ||
| PAVEMENT | |||||
| 2075 | PROVIDE & PLACE ASPHALTIC CONCRETE PAVEMENT - AIRFIELD MIX; 0-1500 | ||||
| 2075AA | *MATERIAL | TON | 1000 | ||
| 2075AB | ALL OTHER COST | TON | 1000 | ||
| 2076 | PROVIDE & PLACE ASPHALTIC CONCRETE PAVEMENT - AIRFIELD MIX; 1501-4000 | ||||
| 2076AA | *MATERIAL | TON | 1000 | ||
| 2076AB | ALL OTHER COST | TON | 1000 | ||
| 2077 | PROVIDE & PLACE ASPHALTIC CONCRETE PAVEMENT - AIRFIELD MIX; 4001+ | ||||
| 2077AA | *MATERIAL | TON | 1 | ||
| 2077AB | ALL OTHER COST | TON | 1 | ||
| 2078 | PROVIDE & PLACE ASPHALTIC CONCRETE PAVEMENT - HIGHWAY MIX; 0-250 | ||||
| 2078AA | *MATERIAL | TON | 250 | ||
| 2078AB | ALL OTHER COST | TON | 250 | ||
| 2079 | PROVIDE & PLACE ASPHALTIC CONCRETE PAVEMENT - HIGHWAY MIX; 251-2000 | ||||
| 2079AA | *MATERIAL | TON | 2000 | ||
| 2079AB | ALL OTHER COST | TON | 2000 | ||
| 2080 | *PROVIDE & PLACE ASPHALTIC CONCRETE PAVEMENT - HIGHWAY MIX; 2001+ | ||||
| 2080AA | *MATERIAL | TON | 5000 | ||
| 2080AB | ALL OTHER COST | TON | 5000 | ||
| 2081 | BITUMINOUS PRIME COAT | SY | 8000 | ||
| 2082 | BITUMINOUS TACK COAT | SY | 4000 | ||
| 2083 | PROVIDE ASPHALTIC CONCRETE, DELIVERY ONLY - HIGHWAY MIX | ||||
| 2083AA | *MATERIAL | TON | 100 | ||
| 2083AB | ALL OTHER COST | TON | 100 | ||
| 2084 | PROVIDE ASPHALTIC CONCRETE, TO BE PICKED UP BY GOVERNMENT - HIGHWAY MIX | ||||
| 2084AA | *MATERIAL | TON | 100 | ||
| 2084AB | ALL OTHER COST | TON | 100 | ||
| 2085 | PROVIDE & PLACE 650 PSI FLEXURAL STRENGTH PCC PAVEMENT (AIRFIELDS), 0-100 SY | ||||
| 2085AA | *MATERIAL | SY/IN | 1200 | ||
| 2085AB | ALL OTHER COST | SY/IN | 1200 | ||
| 2086 | PROVIDE & PLACE 650 PSI FLEXURAL STRENGTH PCC PAVEMENT (AIRFIELDS), 101-1000 SY | ||||
| 2086AA | *MATERIAL | SY/IN | 200 | ||
| 2086AB | ALL OTHER COST | SY/IN | 200 | ||
| 2087 | PROVIDE & PLACE 650 PSI FLEXURAL STRENGTH PCC PAVEMENT (AIRFIELDS), 1001+ SY | ||||
| 2087AA | *MATERIAL | SY/IN | 200000 | ||
| 2087AB | ALL OTHER COST | SY/IN | 200000 | ||
| 2088 | PROVIDE CONSTRUCTION JOINT DOWELS | EA | 30 | ||
| 2089 | DRILL & GROUT CONSTRUCTION JOINT DOWELS | EA | 30 | ||
| 2090 | PROVIDE & PLACE 650 PSI FLEXURAL STRENGTH PCC PAVEMENT | ||||
| 2090AA | *MATERIAL | CY | 300 | ||
| 2090AB | ALL OTHER COST | CY | 300 | ||
| 2091 | PROVIDE CONCRETE, READY MIX, DELIVERY ONLY | ||||
| 2091AA | *MATERIAL | CY | 30 | ||
| 2+A166091AB | ALL OTHER COST | CY | 30 | ||
| 2092 | CONCRETE SIDEWALK (4" THICK) | ||||
| 2092AA | *MATERIAL | SY | 1100 | ||
| 2092AB | ALL OTHER COST | SY | 1100 | ||
| 2093 | STENCILED CONCRETE, COLORED (4" THICK) | ||||
| 2093AA | *MATERIAL | SF | 100 | ||
| 2093AB | ALL OTHER COST | SF | 100 | ||
| PAVEMENT JOINT REPAIR | |||||
| 2094 | SAW CUT CONCRETE FOR INSTALLATION OF NEOPRENE COMPRESSION JOINT SEAL (NCJS) | LF | 100 | ||
| 2095 | UP TO 1" NCJS | LF | 100 | ||
| 2096 | SAW CUT CONCRETE FOR INSTALLATION OF BACKER MATERIAL AND JOINT SEALANT, 1/2"-5/8" W X 1'-1-5/8" DEEP | LF | 500 | ||
| 2097 | PROVIDE JOINT SEAL BACKER MATERIAL | LF | 500 | ||
| 2098 | JOINT SEALANT, NON-JET FUEL RESISTANT (Non JFR) | LF | 100 | ||
| 2099 | JOINT SEALANT, JET FUEL RESISTANT (JFR) | LF | 800 | ||
| 2100 | HOT POUR JOINT SEAL (INCL BACKER) | LF | 50 | ||
| 2101 | COLD APPLIED JOINT SEAL (INCL BACKER) | LF | 50 | ||
| 2102 | CRACK ROUTING | LF | 300 | ||
| 2103 | EXPANSION JOINT MATERIAL, UP TO 10" | LF | 500 | ||
| 2104 | EXPANSION JOINT MATERIAL, 10+" | LF | 50 | ||
| PAVEMENT MARKING | |||||
| 2105 | PAVEMENT MARKING REMOVAL (WATER/SAND BLAST/GRINDING) | LF | 300 | ||
| 2106 | PAVEMENT PAINT (STRIPING), TO INCLUDE GLASS BEADS | ||||
| 2106AA | PARKING LOT/STREET TYPE I BEADS | LF | 8000 | ||
| 2106AB | AIRFIELD TYPE III BEADS | LF | 8000 | ||
| 2107 | PAINT LETTERING, ARROWS | SF | 200 | ||
| 2108 | PAINTED HANDICAPPED SYMBOL | EA | 10 | ||
| 2109 | TRAFFIC SIGN | EA | 5 | ||
| 2110 | THERMOPLASTIC REFLECTORIZED 4" STRIPING | LF | 200 | ||
| 2111 | THERMOPLASTIC REFLECTORIZED ARROWS, LETTERS | SF | 50 | ||
| 2112 | PVT MARKING LAYOUT | LF | 8000 | ||
| 2113 | PAVEMENT REFLECTORS | EA | 200 | ||
| LANDSCAPING | |||||
| 2114 | PLANT GRASS-SEED | SY | 1000 | ||
| 2115 | PLANT SOD | SY | 8000 | ||
| 2116 | TREE REMOVAL, UP TO 12" DIA | EA | 20 | ||
| 2117 | CLEAR & GRUB, TO INCLUDE STUMP REMOVAL | ACRE | 3 | ||
| 2118 | POLYPROPYLENE MESH | SY | 300 | ||
| 2119 | EROSION CONTROL FENCE | LF | 2000 | ||
| 2120 | HAY BALES | LF | 500 | ||
| 2121 | PLANT TREES, 2" CALIPER MIN | EA | 50 | ||
| 2122 | CONSTRUCT LANDSCAPED BERM AREA | CY | 100 | ||
| PAVEMENT REPAIR | |||||
| 2113 | SPALL REPAIR-EPOXY BONDED PCC | SF | 500 | ||
| 2124 | POT HOLE REPAIR | SF | 1000 | ||
| MISCELLANEOUS | |||||
| 2125 | PCC FOR STRUCTURES, READY MIX | ||||
| 2125AA | *MATERIAL | CY | 100 | ||
| 2125AB | ALL OTHER COST | CY | 100 | ||
| 2126 | REINFORCING STEEL | LB | 10000 | ||
| 2127 | MANHOLE ADJUSTMENT | EA | 2 | ||
| 2128 | VALVE BOX ADJUSTMENT | EA | 2 | ||
| 2129 | AIRCRAFT TIE DOWN | EA | 10 | ||
| 2130 | DEWATERING (WELL POINT) | MONTH | 3 | ||
| 2131 | DEWATERING (MUD HOG), 4" DIA | DAY | 30 | ||
| 2132 | RUBBER REMOVAL, HIGH PRESSURE WATER BLAST | SF | 1 | ||
| 2133 | CHAINLINK FENCING | ||||
| 2133AA | PROVIDE & INSTALL 6' HIGH CHAINLINK FENCE | LF | 100 | ||
| 2133AB | PROVIDE & INSTALL 8' HIGH CHAINLINK FENCE | LF | 100 | ||
| 2134 | SINGLE CHAINLINK GATE | ||||
| 2134AA | PROVIDE & INSTALL SINGLE 6' HIGH CHAINLINK GATE | EA | 1 | ||
| 2134AB | PROVIDE & INSTALL SINGLE 8' HIGH CHAINLINK GATE | EA | 1 | ||
| 2135 | DOUBLE CHAINLINK GATE | ||||
| 2135AA | PROVIDE & INSTALL DOUBLE 6' HIGH CHAINLINK GATE | EA | 1 | ||
| 2135AB | PROVIDE & INSTALL DOUBLE 8' HIGH CHAINLINK GATE | EA | 1 | ||
| 2136 | SYNTHETIC RUBBER MULCH | CY | 1 | ||
| 2137 | BOLLARDS (PROVIDED & INSTALLED ) | ||||
| 2137AA | BOLLARD, UP TO 6' DIA, CONCRETE FILLED | EA | 10 | ||
| 2137AB | REMOVABLE BOLLARDS WITH BOLLARD FARM | EA | 1 | ||
| 2137AC | LIGHTED BOLLARD | EA | 1 | ||
| 2138 | STEEL REINFORCED DECORATIVE CONCRETE BARRIER WITH BRICK FASCIA | ||||
| 2138AA | 2' DIA X 18" HIGH X 2' DEEP BELOW FINISHED GRADE | EA | 1 | ||
| 2138AB | 3' DIA X 18" HIGH X 2' DEEP BELOW FINISHED GRADE | EA | 1 | ||
| 2139 | CMU REINFORCED GROUT FILLED CRASH WALL | LF | 1 | ||
| 2140 | SURVEYING, CREW SIZE =3 | DAY | 50 | ||
| 2141 | GUARDRAIL, FDOT | LF | 100 | ||
| 2142 | DIRECTIONAL DRILL/BORE, 4" HDPE PIPING | LF | 200 | ||
| 2143 | DIRECTIONAL DRILL/BORE, 6" HDPE PIPING | LF | 1 | ||
| 2144 | DIRECTIONAL DRILL/BORE, 8" HDPE PIPING | LF | 1 | ||
| 2145 | DIRECTIONAL DRILL/BORE, 10" HDPE PIPING | LF | 1 | ||
| 2146 | BORING & JACKING CONDUIT, 1/2" THICK WALL, 24" DIA | LF | 1 | ||
| 2147 | BORING & JACKING CONDUIT, 1/2" THICK WALL, 36" DIA | LF | 1 | ||
| 2148 | PREPARE JACKING PITS | EA | 1 | ||
| 2149 | MARKING TAPE, DETECTABLE 2" WIDE | CLF | 50 | ||
| 2150 | MARKING TAPE, DETECTABLE 6" WIDE | CLF | 30 | ||
| 2151 | TRACER WIRE | CLF | 80 | ||
| 2152 | ENGINEERING SERVICES | HR | 80 | ||
| 2153 | LABORER | HR | 160 | ||
| 2154 | PROJECT SIGN | EA | 1 | ||
| ASPHALT TESTING | |||||
| 2155 | ASPHALT CORE | EA | 30 | ||
| 2156 | ASPHALT, DENSITY, SET OF 3 | EA | 10 | ||
| CONCRETE TESTING | |||||
| 2157 | COMPRESSIVE STRENGTH, CORES, (NOT INCL. DRILLING) | EA | 60 | ||
| 2158 | CONCRETE CORE DRILLING, 4"DIA | IN | 10 | ||
| 2159 | PATCH CORE HOLES | EA | 10 | ||
| 2160 | FLEXURAL TEST BEAMS | EA | 15 | ||
| 2161 | MODULUS OF ELASTICITY | EA | 1 | ||
| SOIL TESTING | |||||
| 2162 | ATTERBURG LIMITS, LIQUID & PLASTIC LIMITS | EA | 1 | ||
| 2163 | SPECIFIC GRAVITY | EA | 1 | ||
| 2164 | SIEVE ANALYSIS | EA | 1 | ||
| 2165 | CONSOLIDATION TEST | EA | 1 | ||
| 2166 | DENSITY & CLASSIFICATION OF UNDISTURBED SAMPLE | EA | 2 | ||
| 2167 | MOISTURE CONTENT | EA | 1 | ||
| 2168 | PROCTOR COMPACTION, 6" MODIFIED | EA | 20 | ||
| 2169 | FIELD DENSITY TEST, NUCLEAR ASTM D 2922 | EA | 100 | ||
| 2170 | FIELD DENSITY TEST, SAND CONE ASTM D 1556 | EA | 20 | ||
| 2171 | CBR (California Bearing Ratio) | EA | 10 | ||
| 2172 | LBR (Limerock Bearing Ratio) | EA | 10 | ||
| 2173 | SOIL ANALYSIS, TO INCLUDE REPORT | EA | 3 | ||
| WATER | |||||
| 2174 | PIPING, UP TO 2" SHC 40 PVC (IRRIGATION/BUILDING SERVICES), TO INCLUDE PVC FITTINGS | ||||
| 2174AA | *MATERIAL | LF | 100 | ||
| 2174AB | ALL OTHER COST | LF | 100 | ||
| 2175 | PIPING, 4", AWWA C900 CLASS 160 SDR 26 | ||||
| 2175AA | *MATERIAL | LF | 100 | ||
| 2175AB | ALL OTHER COST | LF | 100 | ||
| 2176 | PIPING, 6", AWWA C900 CLASS 160 SDR 26 | ||||
| 2176AA | *MATERIAL | LF | 100 | ||
| 2176AB | ALL OTHER COST | LF | 100 | ||
| 2177 | PIPING, 8", AWWA C900 CLASS 160 SDR 26 | ||||
| 2177AA | *MATERIAL | LF | 500 | ||
| 2177AB | ALL OTHER COST | LF | 500 | ||
| 2178 | PIPING, 10", AWWA C900 CLASS 150 SDR 18 | ||||
| 2178AA | *MATERIAL | LF | 100 | ||
| 2178AB | ALL OTHER COST | LF | 100 | ||
| 2179 | PIPING, 12", AWWA C900 CLASS 150 SDR 18 | ||||
| 2179AA | *MATERIAL | LF | 100 | ||
| 2179AB | ALL OTHER COST | LF | 100 | ||
| 2180 | DUCTILE IRON FITTINGS, MECHANICAL JOINT, 4" - 90 DEG | EA | 2 | ||
| 2181 | DUCTILE IRON FITTINGS, MECHANICAL JOINT, 4" - TEE | EA | 2 | ||
| 2182 | DUCTILE IRON FITTINGS, MECHANICAL JOINT, 4" - 45 DEG | EA | 2 | ||
| 2183 | DUCTILE IRON FITTINGS, MECHANICAL JOINT, 6" - 90 DEG | EA | 4 | ||
| 2184 | DUCTILE IRON FITTINGS, MECHANICAL JOINT, 6" - TEE | EA | 10 | ||
| 2185 | DUCTILE IRON FITTINGS, MECHANICAL JOINT, 6" - 45 DEG | EA | 30 | ||
| 2186 | DUCTILE IRON FITTINGS, MECHANICAL JOINT, 8" - 90 DEG | EA | 4 | ||
| 2187 | DUCTILE IRON FITTINGS, MECHANICAL JOINT, 8" - TEE | EA | 10 | ||
| 2188 | DUCTILE IRON FITTINGS, MECHANICAL JOINT, 10" - 90 DEG | EA | 4 | ||
| 2189 | DUCTILE IRON FITTINGS, MECHANICAL JOINT, 10" - TEE | EA | 10 | ||
| 2190 | DUCTILE IRON FITTINGS, MECHANICAL JOINT, 12" - 90 DEG | EA | 1 | ||
| 2191 | DUCTILE IRON FITTINGS, MECHANICAL JOINT, 12" - TEE | EA | 1 | ||
| 2192 | DUCTILE IRON FITTINGS, MECHANICAL JOINT, 12" - 45 DEG | EA | 10 | ||
| 2193 | FIRE HYDRANT, 4 1/2" DIA, UP TO 6' DEEP | EA | 3 | ||
| 2194 | FIRE HYDRANT, 5 1/4" DIA, UP TO 6' DEEP | EA | 10 | ||
| 2195 | VALVE WITH VALVE BOX, 4" | EA | 1 | ||
| 2196 | VALVE WITH VALVE BOX, 6" | EA | 10 | ||
| 2197 | VALVE WITH VALVE BOX, 8" | EA | 5 | ||
| 2198 | VALVE WITH VALVE BOX, 10" | EA | 2 | ||
| 2199 | VALVE WITH VALVE BOX, 12" | EA | 1 | ||
| 2200 | VALVE WITH VALVE BOX, 14" | EA | 2 | ||
| 2201 | CORPORATION STOPS, BRASS, UP TO 1" | EA | 5 | ||
| 2202 | CORPORATION STOPS, BRASS, 1 1/2" | EA | 5 | ||
| 2203 | CORPORATION STOPS, BRASS, 2" | EA | 20 | ||
| 2204 | CURB STOPS, BRASS, UP TO 1" | EA | 5 | ||
| 2205 | CURB STOPS, BRASS, 1 1/2" | EA | 10 | ||
| 2206 | CURB STOPS, BRASS, 2" | EA | 20 | ||
| 2207 | SERVICE CLAMP OR TAPPING SADDLE | EA | 3 | ||
| 2208 | CURB BOX, CAST IRON, UP TO 2" CURB STOP | EA | 2 | ||
| 2209 | DRILL & TAP MAIN, 6" MAIN, 1" - 2" SERVICE | EA | 1 | ||
| 2210 | DRILL & TAP MAIN, 8" MAIN, 1" - 2" SERVICE | EA | 1 | ||
| 2211 | DRILL & TAP MAIN, 4" WET TAP | EA | 1 | ||
| 2212 | DRILL & TAP MAIN, 6" WET TAP | EA | 2 | ||
| SANITARY SEWER | |||||
| 2213 | 4" DIA PIPING | ||||
| 2213AA | *MATERIAL | LF | 200 | ||
| 2213AB | ALL OTHER COST | LF | 200 | ||
| 2214 | 6" DIA PIPING | ||||
| 2214AA | *MATERIAL | LF | 100 | ||
| 2214AB | ALL OTHER COST | LF | 100 | ||
| 2215 | 8" DIA PIPING | ||||
| 2215AA | *MATERIAL | LF | 200 | ||
| 2215AB | ALL OTHER COST | LF | 200 | ||
| 2216 | 10" DIA PIPING | ||||
| 2216AA | *MATERIAL | LF | 10 | ||
| 2216AB | ALL OTHER COST | LF | 10 | ||
| 2217 | 12" DIA PIPING | ||||
| 2217AA | *MATERIAL | LF | 10 | ||
| 2217AB | ALL OTHER COST | LF | 10 | ||
| 2218 | 14" DIA PIPING | ||||
| 2218AA | *MATERIAL | LF | 50 | ||
| 2218AB | ALL OTHER COST | LF | 50 | ||
| 2219 | 18" DIA PIPING | ||||
| 2219AA | *MATERIAL | LF | 10 | ||
| 2+A356219AB | ALL OTHER COST | LF | 10 | ||
| 2220 | INSTALL MANHOLE, 4' ID, 4' DEEP | EA | 10 | ||
| 2221 | INSTALL MANHOLE, 4' ID, 6' DEEP | EA | 1 | ||
| 2222 | INSTALL MANHOLE, 4' ID, 8' DEEP | EA | 1 | ||
| 2223 | 24" FRAME AND COVER | EA | 1 | ||
| 2224 | 36" FRAME AND COVER | EA | 1 | ||
| 2225 | TAP INTO EXISTING MANHOLE | EA | 5 | ||
| 2226 | PUMP / VACUUM TRUCK RENTAL & HAULING | HR | 40 | ||
| 2227 | MOBILIZATION/DEMOBILIZATION, TO INCLUDE SHIPPING, SLIP LINING PIPE | LS | 1 | ||
| 2228 | UP TO 8" SLIP LINER, 0-500 LF | LF | 1 | ||
| 2229 | UP TO 8" SLIP LINER, 501- 1000 LF | LF | 1 | ||
| 2230 | UP TO 8" SLIP LINER, 1001+ LF | LF | 1 | ||
| 2231 | 10" SLIP LINER, 0-500 LF | LF | 1 | ||
| 2232 | 10" SLIP LINER, 501- 1000 LF | LF | 1 | ||
| 2233 | 10" SLIP LINER, 1001+ LF | LF | 1 | ||
| 2234 | 12" SLIP LINER, 0-500 LF | LF | 100 | ||
| 2235 | 12" SLIP LINER, 501- 1000 LF | LF | 1 | ||
| 2236 | 12" SLIP LINER, 1001+ LF | LF | 1 | ||
| 2237 | REINSTATEMENT OF SERVICE LATERIALS | EA | 4 | ||
| ELECTRICAL | |||||
| 2238 | CONDUIT, PVC, SCH 40, 2" DIA & FITTINGS | LF | 20 | ||
| 2239 | CONDUIT, PVC, SCH 40, 4" DIA & FITTINGS | LF | 100 | ||
| 2240 | CONDUIT, RIGID, GALVANIZED 4" DIA | LF | 1 | ||
| 2241 | SWEEP, RIGID, GALVANIZED 4" DIA X 24" | EA | 1 | ||
| 2242 | NIPPLE, RIGID, GALVANIZED 4" | EA | 1 | ||
| 2243 | COUPLING, RIGID, GALVANIZED 4" | EA | 1 | ||
| 2244 | WIRE, 600 V, THW, COPPER, SOLID, #12 | CLF | 1 | ||
| 2245 | WIRE, 600 V, THW, COPPER, STRANDED, #12 | CLF | 1 | ||
| 2246 | WIRE, 600 V, THW, COPPER, STRANDED, #6 | CLF | 1 | ||
| 2247 | WIRE, 600 V, THW, COPPER, STRANDED, #2 | CLF | 1 | ||
| 2248 | WIRE, 600 V, THW, COPPER, STRANDED, 250 MCM | CLF | 1 | ||
| 2249 | WIRE, 600 V, THW, COPPER, STRANDED, 500 MCM | CLF | 1 | ||
| 2250 | WIRE, 2/0 BARE COPPER, STRANDED | CLF | 1 | ||
| 2251 | INSTALL GROUND RODS, 3/4" DIA x 10' | EA | 10 | ||
| 2252 | EXTERIOR LIGHTS, ANODIZED ALUMINUM POLE, CONCRETE BASE, 70W HPS LUMINAIRE, 20' HIGH | EA | 1 | ||
| 2253 | EXTERIOR LIGHTS, ANODIZED ALUMINUM POLE, CONCRETE BASE, 70W HPS LUMINAIRE, 30' HIGH | EA | 1 | ||
| 2254 | MOTOR CONNECTION | EA | 1 | ||
| 2255 | GENERATOR, DIESEL ENGINE, MUFFLER, AUTOMATIC TRANSFER SWITCH, AND DAY TANK, 75 KW | EA | 2 | ||
| 2256 | CAD WELD GROUND GRID | EA | 1 | ||
| 2257 | COMBINED DISCONNECT/LIGHTING CONTACTOR W/PHOTOCELL CONTROL | EA | 1 | ||
| 2258 | CONTROL PANEL (LIFTSTATION) | EA | 1 | ||
| 2259 | TELEMETRY SYSTEM (LIFTSTATION) | EA | 2 | ||
| 2260 | **NON-STANDARD WORK HOURS-OFFERORS SHALL ENTER A % AMOUNT IN THE UNIT PRICE COLUMN. FOR EVALUATION PURPOSES OFFERORS SHALL USE THE FOLLOWING FORMULA. (PROPOSED % X $125,000 (AVERAGE TASK ORDER PRICE)) X 2. INPUT THE RESULT IN THE TOTAL COLUMN | TASK ORDER | 2 |
| TOTAL | $0.00 | ||
| NOTES: | * Material Sub CLINs identified under this note may have the Economic Price Adjustment clause, 52.216-4, applied to them. Please see Section I, clause 52.216-4, of the Solicitation/Award document. | **Offerors shall propose a % amount to be applied to a task order's price for projects that require the work to be accomplished during non-standard work hours |
&"Arial,Bold"Contract Line Item Listing Option Year #2 - Attachment #1
&P of &N 31 Jan 2001
OPTION YEAR 3
| LINE ITEM | DESCRIPTION | UNIT | EST QTY | UNIT PRICE | TOTAL |
| DEMOLISH PAVEMENT | |||||
| 3001 | MILL ASPHALT, UP TO 3" DEEP, 0-2,500 | SY | 2000 | ||
| 3002 | MILL ASPHALT, UP TO 3" DEEP, 2,501+ | SY | 2000 | ||
| 3003 | MILL ASPHALT, EACH ADDITIONAL 1" | SY | 2000 | ||
| 3004 | MOBILIZE MILLING MACHINE | EA | 2 | ||
| 3005 | DEMOLISH ASPHALT, UP TO 4" DEEP | SY | 5000 | ||
| 3006 | DEMOLISH ASPHALT, EACH ADDITIONAL 1" | SY | 1000 | ||
| 3007 | DEMOLISH CONCRETE PAVEMENT, UP TO 10" THICK | SY | 3000 | ||
| 3008 | DEMOLISH CONCRETE PVT GREATER THAN 10" THICK | CY | 1000 | ||
| DEMOLISH STORM DRAINAGE STRUCTURES | |||||
| 3009 | CATCH BASIN/MANHOLE/JUNCTION BOX | EA | 5 | ||
| 3010 | MANHOLE FRAMES & COVERS | EA | 1 | ||
| 3011 | REMOVE & RESET MANHOLE FRAME & COVER | EA | 1 | ||
| 3012 | REMOVE STORM DRAINAGE PIPE, 0-18" | LF | 100 | ||
| 3013 | REMOVE STORM DRAINAGE PIPE, 18-36" | LF | 50 | ||
| 3014 | REMOVE STORM DRAINAGE PIPE, GREATER THAN 36" | LF | 20 | ||
| DEMOLITION, MISCELLANEOUS | |||||
| 3015 | FENCING, REMOVE ONLY, 0-10' HIGH | LF | 100 | ||
| 3016 | REMOVE PARKING BLOCKS | EA | 5 | ||
| 3017 | REMOVE JOINT SEAL | LF | 5000 | ||
| 3018 | DEMOLISH CURB AND GUTTER | LF | 5000 | ||
| 3019 | DEMOLISH SIDEWALK | SY | 5000 | ||
| 3020 | DEMOLISH FIRE HYDRANT | EA | 3 | ||
| SAWCUTTING | |||||
| 3021 | SAWCUT ASPHALT, 4" DEEP | LF | 1000 | ||
| 3022 | SAWCUT ASPHALT, EACH ADDITIONAL 1" | LF | 1 | ||
| 3023 | SAWCUT CONCRETE, PLAIN & MESH REINFORCED, PER INCH OF DEPTH | LF | 3000 |
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