610544 Bid Items List.txt
TXT text file 14 KB Posted
- Attached to
- 610544 PEABODY FAP No. CMQ/STP/TAP-0034(034)X Multi-Use Path Construction of Independence Greenway
- Solicitation number
- BD-27-1030-0H100-0H002-132023
- Issued by
- Essex County, Massachusetts
About this file
This is a Bid Items List for a state and local contract opportunity issued by the Massachusetts Department of Transportation for the Multi-Use Path Construction of Independence Greenway project located in Peabody, Massachusetts (FAP No. CMQ/STP/TAP-0034(034)X, Project No. 610544). The project encompasses extensive site preparation, excavation, drainage infrastructure, pavement construction, utility installation, landscaping, and environmental restoration work. Key bid items include approximately 12,000 cubic yards of earth excavation, 4,275 linear feet of track excavation, 13,000 square yards of fine grading and compacting, installation of reinforced concrete and corrugated plastic pipes ranging from 12 to 36 inches in diameter, approximately 3,650 linear feet of granite curbing and edging, installation of 5,590 linear feet of chain link and wood rail fencing, placement of native seeding across 10,500 square yards, and construction of mechanically stabilized earth walls totaling 2,000 square yards. The project also includes traffic signal reconstruction at two locations, overhead guide sign installation, pavement markings, temporary traffic control measures, bridge structures at two locations (Bridge No. P-03-018(CFC) and Bridge No. P-03-028(CFD)), electrical conduit installation spanning approximately 2,475 linear feet, and specialized foundation work including drilled shafts and aggregate piers.
The bid items list specifies quantities and units of measurement for each line item without explicit pricing information, indicating that bidders will be required to provide unit prices for each itemized component. The project involves substantial environmental and restoration components, including invasive plant management, wetland replication and restoration, native seeding and establishment, and NPDES stormwater pollution prevention planning. Significant earthwork and waste disposal requirements are included, with disposal of regulated soil, hazardous waste, and treated wood products specified. The contractor will be required to provide an Environmental Health and Safety Program, Licensed Site Professional Services (240 hours), and temporary site facilities including a field office and equipment for 36 months. A Schedule of Operations (Type B) with a fixed price of $100,000 and a Mobilization lump sum item are also specified.
Text of this file
PRO_FILENO = 610544,DESCPT = Multi-Use Path Construction of Independence Greenway at I-95 and Route 1,Location = PEABODY,DB_CONTRACT = 135966
OFF_QUANT,UNITS,DESCPT1,ITEM_NO
"1.000","LS","STRUCTURE CONDITION SURVEY","100.9"
"1.000","LS","GEOTECHNICAL INSTRUMENTATION AND MONITORING","100.91"
"1.000","LS","CONSTRUCTION MONITORING OF ABUTMENTS","100.92"
"3.000","A","CLEARING AND GRUBBING","101."
"450.000","FT","TREE TRIMMING","102.1"
"40.000","HR","HERBICIDE TREATMENT OF INVASIVE PLANTS","102.3"
"40.000","HR","INVASIVE PLANT MANAGEMENT STRATEGY","102.33"
"40.000","HR","ARBORIST","102.55"
"12000.000","CY","EARTH EXCAVATION","120."
"600.000","CY","CLASS A ROCK EXCAVATION","121."
"4275.000","FT","TRACK EXCAVATION","129.5"
"170.000","CY","BRIDGE EXCAVATION","140."
"2.000","CY","CLASS A TRENCH EXCAVATION","141."
"360.000","CY","TEST PIT FOR EXPLORATION","141.1"
"4.000","DAY","TEST PIT FOR EXPLORATION - VACCUUM EXCAVATION","141.11"
"120.000","CY","CLASS B TRENCH EXCAVATION","142."
"40.000","CY","CLASS B ROCK EXCAVATION","144."
"2.000","EA","DRAINAGE STRUCTURE ABANDONED","145."
"1800.000","CY","GRAVEL BORROW","151."
"2200.000","CY","GRAVEL BORROW FOR BRIDGE FOUNDATION","151.1"
"105.000","CY","GRAVEL BORROW FOR BACKFILLING STRUCTURES AND PIPES","151.2"
"45.000","TON","PEASTONE","152.7"
"1300.000","TON","CRUSHED STONE","156."
"180.000","TON","CRUSHED STONE FOR BRIDGE FOUNDATIONS","156.1"
"40.000","CY","CONTROLLED LOW-STRENGTH MATERIAL - MANUAL EXCAVATABLE (<= 100 PSI)","160.1"
"3.000","CY","CONTROLLED LOW-STRENGTH MATERIAL (> 300 PSI)","160.3"
"13000.000","SY","FINE GRADING AND COMPACTING - SUBGRADE AREA","170."
"1.000","LS","ENVIRONMENTAL HEALTH AND SAFETY PROGRAM","180.01"
"80.000","HR","PERSONAL PROTECTION LEVEL C UPGRADE","180.02"
"240.000","HR","LICENSED SITE PROFESSIONAL SERVICES","180.03"
"8000.000","TON","DISPOSAL OF UNREGULATED SOIL","181.11"
"1100.000","TON","DISPOSAL OF REGULATED SOIL - IN-STATE FACILITY","181.12"
"1100.000","TON","DISPOSAL OF REGULATED SOIL - OUT-OF-STATE FACILITY","181.13"
"600.000","TON","DISPOSAL OF HAZARDOUS WASTE","181.14"
"210.000","TON","DISPOSAL OF TREATED WOOD PRODUCTS","184.1"
"40.000","FT","DRIVE SAMPLE BORING","191."
"15.000","FT","CORE BORING","191.11"
"6.000","EA","CATCH BASIN","201."
"5.000","EA","12 INCH HDPE OUTLET CONTROL STRUCTURE","201.6"
"3.000","EA","MANHOLE","202."
"3.000","EA","MANHOLE (9 TO 14 FOOT DEPTH)","202.2"
"1.000","EA","6-FT DIAMETER MANHOLE","203.5"
"15.000","EA","DRAINAGE STRUCTURE ADJUSTED","220."
"1.000","EA","DRAINAGE STRUCTURE CHANGE IN TYPE","220.3"
"3.000","EA","DRAINAGE STRUCTURE REMODELED","220.5"
"8.000","EA","SANITARY STRUCTURE ADJUSTED","220.7"
"7.000","EA","FRAME AND COVER","221."
"6.000","EA","FRAME AND GRATE - MASSDOT CASCADE TYPE","222.1"
"1.000","EA","4 INCH FRAME AND GRATE - MASSDOT DROP INLET","222.5"
"6.000","EA","FRAME AND GRATE (OR COVER) REMOVED AND DISCARDED","223.2"
"8.000","CY","REMOVAL OF DRAINAGE STRUCTURE SEDIMENT","227.3"
"3000.000","FT","REMOVAL OF DRAINAGE PIPE SEDIMENT","227.31"
"10.000","SF","MASONRY PLUG","227.4"
"245.000","FT","12 INCH REINFORCED CONCRETE PIPE CLASS III","241.12"
"270.000","FT","18 INCH REINFORCED CONCRETE PIPE CLASS III","241.18"
"1.000","EA","18 INCH REINFORCED CONCRETE PIPE FLARED END","242.18"
"1.000","EA","24 INCH REINFORCED CONCRETE PIPE FLARED END","242.24"
"60.000","FT","24 INCH REINFORCED CONCRETE PIPE CLASS V","244.24"
"6.000","EA","12 INCH CORRUGATED PLASTIC PIPE FLARED END","252.112"
"100.000","FT","12 INCH CORRUGATED PLASTIC PIPE","252.12"
"2.000","EA","36 INCH CORRUGATED PLASTIC PIPE FLARED END","252.136"
"170.000","FT","36 INCH CORRUGATED PLASTIC PIPE","252.36"
"120.000","SY","STONE FOR PIPE ENDS","258."
"1250.000","FT","12 INCH SLOT-PERFORATED CORRUGATED PLASTIC PIPE (SUBDRAIN)","269.12"
"4.000","EA","GATE BOX ADJUSTED","358."
"2.000","EA","HYDRANT - ADJUSTED","376.5"
"110.000","CY","DENSE GRADED CRUSHED STONE FOR SUB-BASE","402."
"6000.000","SY","PAVEMENT MICRO MILLING","415.3"
"15.000","SY","HIGH EARLY STRENGTH CEMENT CONCRETE BASE COURSE","431."
"4.000","MGL","WATER FOR ROADWAY DUST CONTROL","443."
"1250.000","TON","SUPERPAVE SURFACE COURSE - 9.5 (SSC - 9.5)","450.22"
"15.000","TON","SUPERPAVE SURFACE COURSE - 12.5 (SSC - 12.5)","450.23"
"42.000","TON","SUPERPAVE SURFACE COURSE - 12.5 POLYMER (SSC - 12.5 - P)","450.231"
"15.000","TON","SUPERPAVE INTERMEDIATE COURSE - 12.5 (SIC -12.5)","450.31"
"1500.000","TON","SUPERPAVE INTERMEDIATE COURSE - 19.0 (SIC - 19.0)","450.32"
"280.000","TON","SUPERPAVE BASE COURSE - 37.5 (SBC - 37.5)","450.42"
"160.000","TON","HMA FOR PATCHING","451."
"2200.000","GAL","ASPHALT EMULSION FOR TACK COAT","452."
"5400.000","FT","HMA JOINT ADHESIVE","453."
"110.000","TON","TEMPORARY ASPHALT PATCHING","472."
"1100.000","FT","GRANITE CURB TYPE VA4 - STRAIGHT","504."
"210.000","FT","GRANITE CURB TYPE VA4 - CURVED","504.1"
"90.000","FT","GRANITE TRANSITION CURB FOR PEDESTRIAN CURB RAMPS - STRAIGHT","509."
"35.000","FT","GRANITE TRANSITION CURB FOR PEDESTRIAN CURB RAMPS - CURVED","509.1"
"800.000","FT","GRANITE EDGING TYPE SA","510."
"60.000","FT","GRANITE EDGING TYPE SA (RADIUS 10 FEET OR LESS)","510.1"
"100.000","FT","CURB REMOVED AND RESET","580."
"1.000","EA","CURB CORNER REMOVED AND RESET","582."
"300.000","FT","EDGING REMOVED AND RESET","583."
"300.000","FT","CURB REMOVED AND DISCARDED","594."
"500.000","FT","EDGING REMOVED AND DISCARDED","597."
"100.000","FT","GUARDRAIL, TL-3 (SINGLE FACED)","620.13"
"110.000","FT","GUARDRAIL, TL-3 (DOUBLE FACED)","621.13"
"3.000","EA","TRAILING ANCHORAGE","627.1"
"3.000","EA","TRANSITION TO RIGID BARRIER (SINGLE FACED)","628.22"
"3.000","EA","TEMPORARY IMPACT ATTENUATOR, NON-REDIRECTIVE, TL-3","628.305"
"3.000","EA","IMPACT ATTENUATOR FOR SHOULDER, CAPABLE OF REDIRECTION","628.32"
"3.000","EA","TEMPORARY IMPACT ATTENUATOR, REMOVED AND RESET","628.4"
"170.000","FT","PRECAST CONCRETE MEDIAN BARRIER - DOUBLE FACED","629.2"
"400.000","FT","CAST-IN-PLACE CONCRETE MEDIAN BARRIER - DOUBLE FACED","629.4"
"600.000","FT","HIGHWAY GUARD REMOVED AND RESET","630."
"100.000","FT","HIGHWAY GUARD REMOVED AND DISCARDED","630.2"
"400.000","FT","48 INCH CHAIN LINK FENCE (PIPE TOP RAIL) (LINE POST OPTION)","645.048" "3000.000","FT","72 INCH CHAIN LINK FENCE (PIPE TOP RAIL) (LINE POST OPTION)","645.072" "190.000","FT","96 INCH CHAIN LINK FENCE (PIPE TOP RAIL) (LINE POST OPTION)","645.096"
"2.000","EA","48 INCH CHAIN LINK FENCE END POST","652.048"
"8.000","EA","72 INCH CHAIN LINK FENCE END POST","652.072"
"2.000","EA","96 INCH CHAIN LINK FENCE END POST","652.096"
"7.000","EA","72 INCH CHAIN LINK FENCE CORNER OR INTERMEDIATE BRACE POST","653.072"
"3900.000","FT","42 INCH WOOD RAIL FENCE","655.042"
"2200.000","FT","TEMPORARY FENCE WITH PRIVACY SCREEN","657.1"
"2200.000","FT","TEMPORARY FENCE REMOVED AND RESET","657.5"
"500.000","FT","CHAIN LINK FENCE REMOVED AND RESET","666."
"200.000","FT","FENCE REMOVED AND RESET","670."
"15.000","EA","SILT SACK","697.1"
"2600.000","SY","GEOTEXTILE FABRIC FOR SEPARATION","698.3"
"210.000","SY","GEOTEXTILE FABRIC FOR PERMANENT EROSION CONTROL","698.4"
"250.000","SY","CEMENT CONCRETE SIDEWALK","701."
"350.000","SY","CEMENT CONCRETE PEDESTRIAN CURB RAMP","701.2"
"165.000","TON","HOT MIX ASPHALT SIDEWALK OR DRIVEWAY","702."
"6.000","EA","BENCH - 6 FEET","707.12"
"1.000","EA","TRASH RECEPTACLE","707.2"
"2.000","EA","INTERPRETIVE SIGN","716.3"
"1.000","LS","SCHEDULE OF OPERATIONS (TYPE B) - FIXED PRICE $100,000","722.2"
"36.000","MO","ENGINEER'S FIELD OFFICE AND EQUIPMENT (TYPE A)","740."
"1.000","LS","MOBILIZATION","748."
"1300.000","CY","LOAM FOR ROADSIDES","751."
"70.000","CY","COMPOST AND SEED OVER MODIFIED ROCK","751.765"
"35.000","CY","LOAM AND SEED OVER MODIFIED ROCK","751.766"
"45.000","CY","PLANTING SOIL","753.1"
"1.000","LS","INLAND WETLAND REPLICATION AREA","755.35"
"175.000","SY","WETLAND RESTORATION","755.45"
"40.000","HR","WETLAND SPECIALIST","755.75"
"1.000","LS","WETLANDS MONITORING REPORTS","755.76"
"1.000","LS","NPDES STORMWATER POLLUTION PREVENTION PLAN","756."
"135.000","LB","ANNUAL COVER CROP FOR NATIVE SEEDING","765.21"
"5.000","LB","SHORT GRASSLAND MIX","765.411"
"20.000","LB","ROADSIDE RIVERBANK MIX","765.442"
"8.000","LB","WETLAND SEED - PART SHADE MIX","765.555"
"10500.000","SY","NATIVE SEEDING AND ESTABLISHMENT","765.635"
"9400.000","FT","SEDIMENT CONTROL BARRIER","767.121"
"1000.000","FT","PAVEMENT MILLING MULCH UNDER GUARD RAIL","769."
"4.000","EA","CEDAR - RED 5-6 FEET","772.336"
"3.000","EA","PINE - WHITE #7","773.437"
"2.000","EA","MAPLE - RED 2-2.5 INCH CALIPER","776.523"
"1.000","EA","OAK - SWAMP WHITE 2-2.5 INCH CALIPER","777.262"
"1.000","EA","HAWTHORN - COCKSPUR 6-8 FEET","781.285"
"7.000","EA","REDBUD - EASTERN 7-8 FEET","782.536"
"12.000","EA","SERVICEBERRY - CANADIAN 8-10 FEET","783.048"
"93.000","EA","HOLLY - INKBERRY 2-3 FEET / #5","785.558"
"13.000","EA","JUNIPER - CREEPING 24-30 INCH / #3","786.49"
"74.000","EA","AZALEA - SWAMP 2-3 FEET / #5","788.265"
"258.000","EA","BLUEBERRY - LOWBUSH #1","789.669"
"36.000","EA","DOGWOOD - SILKY 2-3 FEET / #3","790.719"
"24.000","EA","ELDERBERRY 2-3 FEET / #2","791.033"
"9.000","EA","SUMAC SHRUB - FRAGRANT-GRO-LOW 2-3 FEET / #2","794.331"
"39.000","EA","DOGWOOD - RED TWIG 2-3 FEET / #3","794.720"
"16.000","EA","SUMMERSWEET SHRUB 3-4 FEET / #3","794.737"
"80.000","EA","SWEETFERN #1","794.803"
"18.000","EA","WINTERBERRY - MALE 24-30 INCH / #3","795.153"
"88.000","EA","WINTERBERRY - FEMALE 24-30 INCH / #3","795.157"
"37.000","EA","WITCH HAZEL - SPRING BLOOMING 2-3 FEET / #3","795.189"
"51.000","EA","DOG-HOBBLE - 2-3 FEET / #5","796.300"
"16.000","EA","CRANBERRYBUSH - AMERICAN 3-4 FEET / #7","796.301"
"32.000","EA","YELLOWROOT #1","796.306"
"700.000","FT","4 INCH ELECTRICAL CONDUIT - TYPE NM (DOUBLE)","801.42"
"850.000","FT","4 INCH ELECTRICAL CONDUIT - TYPE NM (4 BANK)","801.44"
"300.000","FT","4 INCH ELECTRICAL CONDUIT - TYPE NM (6 BANK)","801.46"
"405.000","FT","6 INCH ELECTRICAL CONDUIT - TYPE NM (DOUBLE)","801.62"
"350.000","FT","3 INCH ELECTRICAL CONDUIT TYPE NM - PLASTIC -(UL)","804.3"
"40.000","FT","2 INCH ELECTRICAL CONDUIT TYPE RM - GALVANIZED STEEL","806.2"
"450.000","FT","4 INCH ELECTRICAL CONDUIT TYPE RM - GALVANIZED STEEL","806.4"
"80.000","FT","6 INCH ELECTRICAL CONDUIT TYPE RM - GALVANIZED STEEL","806.6"
"1.000","EA","ELECTRIC MANHOLE - SD2.010","811.10"
"1.000","EA","ELECTRIC HANDHOLE - 6 FT X 4 FT (PMLP - PRIMARY)","811.201"
"1.000","EA","ELECTRIC HANDHOLE - 3 FT X 2 FT (PMLP - SECONDARY)","811.202"
"1.000","EA","ELECTRIC HANDHOLE - 3 FT X 3 FT (VERIZON)","811.203"
"1.000","EA","ELECTRIC HANDHOLE - SD2.024","811.24"
"1.000","EA","PULL BOX 8 X 23 INCHES - SD2.030","811.30"
"4.000","EA","PULL BOX 12 X 12 INCHES - SD2.031","811.31"
"15.000","EA","ELECTRIC HANDHOLE ADJUSTED","811.37"
"1.000","EA","CONCRETE SWITCHGEAR MANHOLE AND CONCRETE COLLAR (PMLP)","812.5"
"1.000","LS","FIRE ALARM SERVICE CONNECTION","813.83"
"1.000","LS","TRAFFIC SIGNAL RECONSTRUCTION LOCATION NO. 1","816.01"
"1.000","LS","TRAFFIC SIGNAL RECONSTRUCTION LOCATION NO. 2","816.02"
"1.000","LS","SOLAR POWERED PEDESTRIAN FLASHING BEACON","824.11"
"1.000","LS","OVERHEAD GUIDE SIGN AND SUPPORT (OD-1) REMOVED AND RESET","828.06"
"40.000","SF","ROADSIDE GUIDE SIGN (G) - ALUMINUM PANEL (TYPE B)","829."
"70.000","SF","ROADSIDE GUIDE SIGN (MA-D1-XX) - ALUMINUM PANEL (TYPE B)","829.01"
"1.000","EA","ROADSIDE GUIDE SIGN AND SUPPORT REMOVED AND DISCARDED","829.06"
"225.000","SF","WARNING-REGULATORY AND ROUTE MARKER - ALUMINUM PANEL (TYPE A)","832."
"1.000","LS","SUPPORT FOR GUIDE SIGN (MA-D1-6-1A/MA-D1-6-1B) STEEL","841.91"
"1.000","LS","SUPPORTS FOR GUIDE SIGN (G1) STEEL","844.101"
"50.000","EA","SIGN SUP (N/GUIDE)+RTE MKR W/1 BRKWAY POST ASSEMBLY - STEEL","847.1"
"2000.000","SF","SAFETY SIGNING FOR TRAFFIC MANAGEMENT","852."
"1000.000","FT","TEMPORARY BARRIER REMOVED AND RESET","853.21"
"825.000","FT","TEMPORARY BARRIER - LIMITED DEFLECTION (TL-3)","853.33"
"500.000","DAY","TRUCK MOUNTED ATTENUATOR","853.403"
"500.000","DAY","TEMPORARY ILLUMINATION FOR WORK ZONE","853.8"
"6800.000","FT","TEMPORARY PAVING MARKINGS - 6 INCH (PAINTED)","854.016"
"6600.000","SF","PAVEMENT MARKING REMOVAL","854.1"
"6.000","DAY","TEMPORARY PORTABLE RUMBLE STRIP","854.6"
"1100.000","DAY","ARROW BOARD (TYPE C)","856.096"
"170.000","DAY","PORTABLE CHANGEABLE MESSAGE SIGN","856.12"
"45000.000","DAY","REFLECTORIZED DRUM","859."
"500.000","SF","PAVEMENT ARROWS AND LEGENDS REFLECTORIZED WHITE (THERMOPLASTIC)","864.04"
"6.000","EA","LEGENDS FOR BIKE FACILITIES (PF)","864.21"
"3.000","EA","SYMBOLS FOR BIKE FACILITIES (PF)","864.22"
"3750.000","FT","6 INCH REFLECTORIZED WHITE LINE (THERMOPLASTIC)","866.106"
"1500.000","FT","12 INCH REFLECTORIZED WHITE LINE (THERMOPLASTIC)","866.112"
"2500.000","FT","6 INCH REFLECTORIZED YELLOW LINE (THERMOPLASTIC)","867.106"
"70.000","FT","12 INCH REFLECTORIZED YELLOW LINE (THERMOPLASTIC)","867.112"
"2500.000","FT","4 INCH REFLECTORIZED YELLOW LINE (POLYUREA) (RECESSED)","867.204"
"10.000","EA","TRAFFIC SIGN REMOVED AND RESET","874.2"
"15.000","EA","TRAFFIC SIGN REMOVED AND STACKED","874.4"
"10.000","CY","4000 PSI, 1.5 INCH, 565 CEMENT CONCRETE FOR POST FOUNDATION","901.3"
"195.000","CY","4000 PSI, 3/4 INCH, 610 CEMENT CONCRETE","904."
"50.000","LB","STEEL REINFORCEMENT FOR STRUCTURES - EPOXY COATED","910.1"
"84.000","FT","DRILLED SHAFT EXCAVATION 5.0 FOOT DIAMETER","945.105"
"40.000","FT","ROCK SOCKET EXCAVATION 4.5 FOOT DIAMETER","945.204"
"20.000","FT","OBSTRUCTION EXCAVATION 5.0 FOOT DIAMETER","945.305"
"40.000","FT","DRILLED SHAFT 4.5 FOOT DIAMETER","945.504"
"84.000","FT","DRILLED SHAFT 5.0 FOOT DIAMETER","945.505"
"610.000","FT","CROSS HOLE SONIC TESTING ACCESS PIPES","945.71"
"4.000","EA","CROSS HOLE SONIC TEST","945.72"
"1890.000","SF","GROUND IMPROVEMENTS (AGGREGATE PIERS/STONE COLUMN)","945.9"
"1.000","LS","TEMPORARY SUPPORT OF EXCAVATION","953.1"
"30.000","CY","RIPRAP WITH GRAVEL PACKED VOIDS","983.12"
"1250.000","TON","MODIFIED ROCKFILL","986."
"195.000","SF","SEDIMENT FOREBAY PAVING","988.01"
"1.000","LS","CONTROL OF WATER - STRUCTURE NO. P-03-028(CFD)","991.1"
"1.000","LS","BRIDGE STRUCTURE, BRIDGE NO. P-03-018(CFC)","995.01"
"1.000","LS","BRIDGE STRUCTURE, BRIDGE NO. P-03-028(CFD)","995.02"
"2000.000","SY","MECHANICALLY STABILIZED EARTH WALL","996.31"
Other files
| File | Type | Posted |
|---|---|---|
| A00801-610544.pdf | ||
| 610544 - Plan Holders List 8-18-2026.pdf | ||
| PEABODY-610544-135966-A-1.pdf | ||
| PEABODY-610544-135966-A-4.pdf | ||
| A00860-610544.pdf | ||
| A00830-610544.pdf | ||
| A00811-610544.pdf | ||
| A00881-610544.pdf | ||
| A00844-610544.pdf | ||
| 610544 - Notice to Contractors.pdf | ||
| A00851-610544.pdf | ||
| A00875-610544.pdf | ||
| A00808-610544.pdf | ||
| A00802-610544.pdf | ||
| PEABODY-610544-135966-A-3.pdf | ||
| A00861-610544.pdf | ||
| A00810-610544.pdf | ||
| A00864-610544.pdf | ||
| PEABODY-610544-135966-A-2.pdf | ||
| 610544 - Plan Holders List 8-31-2026.pdf | ||
| A00831-610544.pdf | ||
| A00850-610544.pdf | ||
| A00863-610544.pdf | ||
| A00820-610544.pdf |
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