614090 Bid Items List.txt
TXT text file 4 KB Posted
- Solicitation number
- BD-27-1030-0H100-0H002-130747
- Issued by
- Bristol County, Massachusetts
About this file
This is a Bid Items List for the Massachusetts Department of Transportation (MassDOT) soliciting bridge preservation work on the Fourth Street bridge over Interstate 195 in Fall River under Project F-02-065. The project encompasses structural steel work, superstructure demolition, excavation, gravel borrow, bridge pavement milling, asphalt surface course installation, pavement patching, granite curbing, chain link fencing, temporary traffic control devices, electrical and lighting work, sidewalk and curb ramp construction, pavement markings, and structural steel cleaning and painting. The bid items list includes 74 line items with quantities ranging from 1 unit for full demolition of the superstructure and traffic signal removal to 1,900 square feet for safety signing for traffic management. Electronic proposals are due July 28, 2026 at 2:00 p.m. through www.bidx.com. Only pre-qualified contractors in the BRIDGE-CONSTRUCTION category are eligible to bid, and prospective bidders must obtain a valid MassDOT vendor code and Digital ID at least 14 days prior to bid opening.
The estimated project value is $1.885 million, and the contract is subject to Massachusetts prevailing wage rates as determined by the Commissioner of the Massachusetts Department of Labor and Workforce Development. Price adjustments apply to hot mix asphalt, Portland cement mixtures, diesel fuel, gasoline, and structural and reinforcing steel, with base prices established at notice issuance and adjustments posted on MassDOT's Highway Division website. A Proposal Guaranty equal to 5% of the bid value is required. All work is governed by Massachusetts General Laws Chapter 30 and 39M and subject to the Architectural Access Board rules and regulations. Paper bids will not be accepted, and bidders must submit a completed Request Proposal Form (R109) to the MassDOT Director of Prequalification at prequal.r109@dot.state.ma.us for approval before bidding. COMMBUYS is not to be used for bidding on this project.
Text of this file
PRO_FILENO = 614090,DESCPT = Bridge Preservation, F-02-065, Fourth Street over I-195,Location = FALL RIVER,DB_CONTRACT = 134822
OFF_QUANT,UNITS,DESCPT1,ITEM_NO
"1450.000","LB","MISCELLANEOUS STRUCTURAL STEEL","107.18"
"1.000","LS","PARTIAL DEMOLITION OF SUPERSTRUCTURE OF BRIDGE NO. F-02-065 (3XJ)","114.11"
"65.000","CY","UNCLASSIFIED EXCAVATION","120.1"
"8.000","CY","TEST PIT FOR EXPLORATION","141.1"
"30.000","CY","GRAVEL BORROW - TYPE C","151.01"
"40.000","SY","FINE GRADING AND COMPACTING - SUBGRADE AREA","170."
"2.000","EA","DRAINAGE STRUCTURE ADJUSTED","220."
"1325.000","SY","BRIDGE PAVEMENT MILLING","415.4"
"115.000","TON","SUPERPAVE BRIDGE SURFACE COURSE - 9.5 (SSC-B - 9.5)","450.60"
"35.000","TON","HMA FOR PATCHING","451."
"105.000","GAL","ASPHALT EMULSION FOR TACK COAT","452."
"885.000","FT","HMA JOINT ADHESIVE","453."
"45.000","TON","TEMPORARY ASPHALT PATCHING","472."
"25.000","FT","GRANITE CURB TYPE VA3 - STRAIGHT","503."
"6.000","FT","GRANITE CURB TYPE VA3 - CURVED","503.1"
"2.000","EA","GRANITE TRANSITION CURB - SLOPED TO VERTICAL - STRAIGHT","507."
"18.000","FT","GRANITE TRANSITION CURB FOR PEDESTRIAN CURB RAMPS - CURVED","509.1"
"55.000","FT","CURB REMOVED AND DISCARDED","594."
"1.000","EA","TEMPORARY IMPACT ATTENUATOR, NON-REDIRECTIVE, TL-2","628.304"
"200.000","FT","72 INCH CHAIN LINK FENCE (PIPE TOP RAIL) (LINE POST OPTION)","645.072"
"1.000","EA","72 INCH CHAIN LINK FENCE END POST","652.072"
"2.000","EA","72 INCH CHAIN LINK FENCE CORNER OR INTERMEDIATE BRACE POST","653.072"
"85.000","FT","TEMPORARY FENCE","657."
"215.000","FT","FENCE REMOVED AND DISCARDED","669.1"
"5.000","EA","SILT SACK","697.1"
"30.000","SY","CEMENT CONCRETE SIDEWALK","701."
"15.000","SY","CEMENT CONCRETE PEDESTRIAN CURB RAMP","701.2"
"1.000","LS","SCHEDULE OF OPERATIONS (TYPE C) - FIXED PRICE $9,500","722.3"
"18.000","MO","ENGINEER'S FIELD OFFICE AND EQUIPMENT (TYPE A)","740."
"1.000","LS","MOBILIZATION","748."
"3.000","CY","AGED PINE BARK MULCH","767.6"
"40.000","FT","2 INCH ELECTRICAL CONDUIT TYPE NM - PLASTIC (UL)","804.2"
"1.000","EA","ELECTRIC HANDHOLE - SD2.022","811.22"
"1.000","EA","PULL BOX 12 X 12 INCHES - SD2.031","811.31"
"2.000","EA","PULL BOX ADJUSTED","811.35"
"1.000","EA","LIGHT STANDARD FOUNDATION SD3.013","812.13"
"1.000","EA","PEDESTAL SIGNAL POST FOUNDATION SD3.031","812.31"
"1.000","LS","TRAFFIC SIGNAL REMOVED AND RESET","816."
"1.000","EA","HIGHWAY LIGHTING POLE (ANCHOR BASE) 10 FOOT BRACKET","821.13"
"1.000","EA","HIGHWAY LIGHTING LUMINAIRE - TYPE 3, 60F, 139W LED","823.111"
"1.000","EA","HIGHWAY LIGHTING POLE AND LUMINAIRE REMOVED AND STACKED","823.71"
"20.000","SF","WARNING-REGULATORY AND ROUTE MARKER - ALUMINUM PANEL (TYPE A)","832."
"25.000","HR","ROADWAY FLAGGER","850.41"
"110.000","DAY","TRAFFIC CONES FOR TRAFFIC MANAGEMENT","851.1"
"1900.000","SF","SAFETY SIGNING FOR TRAFFIC MANAGEMENT","852."
"10.000","EA","PORTABLE BREAKAWAY BARRICADE TYPE III","853.1"
"250.000","FT","TEMPORARY BARRIER (TL-2)","853.2"
"320.000","DAY","TRUCK MOUNTED ATTENUATOR","853.403"
"110.000","DAY","TEMPORARY ILLUMINATION FOR WORK ZONE","853.8"
"625.000","FT","TEMPORARY PAVING MARKINGS - 6 INCH (PAINTED)","854.016"
"30.000","FT","TEMPORARY PAVING MARKINGS - 6 INCH (TAPE)","854.036"
"170.000","SF","PAVEMENT MARKING REMOVAL","854.1"
"210.000","DAY","TEMPORARY PORTABLE RUMBLE STRIP","854.6"
"150.000","DAY","ARROW BOARD","856."
"150.000","DAY","PORTABLE CHANGEABLE MESSAGE SIGN","856.12"
"825.000","DAY","REFLECTORIZED DRUM","859."
"180.000","DAY","REFLECTORIZED DRUMS WITH SEQUENTIAL FLASHING WARNING LIGHTS","859.1"
"475.000","FT","6-IN. RECESSED WHITE LINE (MC, FD, WR)","862.506"
"355.000","FT","12-IN. RECESSED WHITE LINE (MC, FD, WR)","862.512"
"240.000","FT","6-IN. RECESSED YELLOW LINE (MC, FD, WR)","863.506"
"160.000","FT","12-IN. RECESSED YELLOW LINE (MC, FD, WR)","863.512"
"3.000","EA","LEGENDS (PF)","864.11"
"3.000","EA","ARROWS (PF)","864.13"
"4.000","EA","TRAFFIC SIGN REMOVED AND RESET","874.2"
"2.000","CY","4000 PSI, 1.5 INCH, 565 CEMENT CONCRETE FOR POST FOUNDATION","901.3"
"2750.000","SF","CLEAN (FULL REMOVAL) AND PAINT STRUCTURAL STEEL","961.2"
"160.000","FT","MODIFIED ASPHALTIC BRIDGE JOINT SYSTEM","971.2"
"1.000","LS","ALTERATION TO BRIDGE STRUCTURE NO. F-02-065 (3XJ)","992.11"
"1800.000","SF","TEMPORARY PROTECTIVE SHIELDING","994.1"
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