BARNSTABLE-610800-135580-A-2.pdf
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- Attached to
- 610800 BARNSTABLE FAP No. CRP-003S(984)X Park and Ride Expansion and Improvements at Route 132
- Solicitation number
- BD-27-1030-0H100-0H002-131511
- Issued by
- Barnstable County, Massachusetts
About this file
This is Addendum No. 2, issued August 12, 2026, by the Massachusetts Department of Transportation Highway Division for the Barnstable Park and Ride Expansion and Improvements project (FAP No. CRP-003S(984)X, Proposal No. 610800-135580). The addendum transmits revisions to contract documents including six pages of questions and responses, revised specification pages, and revised plan sheets addressing clarifications on materials, pay items, construction staging, and technical specifications. Key project elements include site preparation, drainage infrastructure with 22 catch basins and 9 manholes, approximately 2,160 linear feet of sanitary sewer pipe, pavement work involving fine milling of 11,700 square yards and multiple asphalt courses, 10,620 linear feet of granite curbing, 2,915 square yards of concrete sidewalk, 4 pedestrian bus shelters with 300-watt solar panels, guardrails with curved sections, electrical and lighting infrastructure featuring 38 luminaires and level 2 EV chargers, landscaping including various tree species and seed mixes, and pavement markings. The bid opening remains scheduled for Tuesday, August 18, 2026, at 2:00 p.m., with a performance period of 365 days and full beneficial use required within 1,098 calendar days from Notice to Proceed.
The addendum addresses 28 questions from prospective bidders regarding material specifications, pay item clarifications, and construction methodologies. Notable clarifications include confirmation that aluminum components may substitute for steel in bus shelters if they meet structural requirements, addition of pay items for frames and grates (Items 221 and 222), deletion of Item 804.31 with substitution of Item 804.21 for 2-inch liquid-tight conduit, addition of Item 620.32 for curved guardrail, and addition of Item 986 for modified rockfill totaling 120 tons. The contract includes price adjustments for hot mix asphalt ($712.50 per ton base), Portland cement ($452.13 per ton), diesel fuel ($4.372 per gallon), gasoline ($3.335 per gallon), and structural steel (base price index 370.1). Several questions remain pending responses in subsequent addenda, including manufacturer specifications for pedestrian bus shelters, locations for proposed trash receptacles, and light standard foundation precast sizing requirements. Bidders must acknowledge Addendum No. 2 in their proposal files before submission.
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Ten Park Plaza, Suite 4160, Boston, MA 02116 Tel: 857-368-4636, TTY: 857-368-0655 mass.gov/massdot
August 12, 2026
610800-135580
ADDENDUM NO. 2
To Prospective Bidders and Others on:
BARNSTABLE
FAP NO. CRP-003S(984)X
Park and Ride Expansion and Improvements at Route 132
THIS PROPOSAL TO BE OPENED AND READ: TUESDAY, AUGUST 18, 2026 at 2:00 P.M.
Transmitting revisions to the Contract Documents as follows:
QUESTIONS AND RESPONSES: Six pages.
DOCUMENT 00104: Revised page 3.
DOCUMENT A00801: Revised page 74.
DOCUMENT B00420: Revised pages 5 through 16.
PLANS: Revised sheets 49, 50 and 58 of 87.
Take note of the above, substitute the revised pages and plan sheets for the originals, and acknowledge Addendum No. 2 in your Expedite Proposal file before submitting your bid.
Very truly yours, Eric M. Cardone, P.E.
Construction Contracts Engineer
HA
cc: Herrio Lamothe, Project Manager
THIS PAGE IS INTENTIONALLY LEFT BLANK
Park and Ride Expansion and Improvements at Route 132
(610800-135580)
Questions and Responses Addendum No. 2, August 12, 2026
Lawrence-Lynch Corp., email dated July 30, 2026
Question 6 Can you please confirm if the proposed/new bus shelters must be constructed with steel or aluminum? On Sheet 58 of 87 Construction Details (attached), the drawings for the proposed/new bus shelters appear to show that they are all made up of structural steel. The existing bus shelters on-site appear to be aluminum construction (see attached photograph identified as Photo No.00).
Response 6
Aluminum components can be substituted for steel given it meets the layout/dimensions, wind loading, and structural requirements according to the manufacturer and as required by the engineer.
See the revised plan sheet 58 of 87.
R M Pacella., email dated July 30, 2026
Question 7 No items provided for frame and grates/covers to support item 201 and 202.
Response 7
See attached revised proposal, page B00420 – 5. Items 221. and 222. have been added.
R M Pacella., email dated July 30, 2026 (Continued)
Question 8 What is the intention 804.31- 3 Inch Conduit- Liquid Tight? Only mentioned on the utility plans sheet #44, nothing on the lighting plans sheets 46-47. Also shown coming from a handhole to light pole foundation, conflicting with note #3 on sheet 48.
Response 8 Due to the proximity of the leeching fields, the conduit called out on sheet 44 shall be liquid tight to prevent any possible seepage from the fields. The Item 804.31 has been deleted and Item 804.21 2 Inch Conduit – Liquid Tight have been added and the quantity will reflect one run of conduit.
See attached revised proposal, page B00420 – 12.
Question 9 Please confirm items 707.8- Steel Bollard and 812.3- Standard Signal Foundation are to be used in conjunction with item 825.1- Level 2 Charger Removed and Reset. Additionally, there is only one handhole item provided for the SD2.022 types. On sheet 50, detail for “typical EV charging handhold” appears to show polymer concrete. Please advise if an item will be provided for the polymer concrete and if the necessary conduit needed for item 825.1 will be compensated under the respective conduit items.
Response 9
Handholes are to be SD2.022 type. Reference to polymer concrete on detail has been removed.
See the revised plan sheet 50 of 87.
Question 10 A few locations for existing pipe to be removed are outside the limits of trench excavation for new RCP. Will item 272.12 be added or shall we assume this to be captured under the earth excavation item.
Response 10 Removal of existing pipe shall be paid for under Item 120. – Earth Excavation
Question 11 Only one item provided for TL-2 guardrail, will item 620.32 be added to capture the portions of curved guardrail at stations 206+72 and 209+69 RT.
Response 11
See attached revised proposal, page B00420 – 8. Item 620.32 has been added for curved guardrail.
R M Pacella., email dated July 30, 2026 (Continued)
Question 12 Item 258 provided for stone for pipe ends does not appear on plans. Item provided for compost blanket but no modified rock fill to support the “Proposed Compost and Seed over Modified Rock Fill” as mentioned on sheet 15 and detailed on sheet 57. Confirm the stone treatment within the sediment forebays and if 986 will be added or assumed under 258.
Response 12
See attached revised proposal, page B00420 – 16. Item 986. Modified Rockfill has been added.
The stone treatment within the sediment forebays shall be paid under Item 258.
Question 13 Request that the surface course between full depth and mill and overlay areas match to achieve a uniform mat thickness
Response 13
The 2.5” for mill and overlay is to mill out the entirety of the existing surface course. Pavement will be according to the plan.
Question 14 Will the district object to an approximate 4-5 day to night parking restriction/shutdown for the entire lotto achieve the milling and paving of surface course project wide. Or will we be required top each area within the staging plan.
Response 14
Response will be provided in a later addendum.
E.T.& L. Corp., email dated August 5, 2026
Question 15 Please provide pay items for Frames and Grates and Frames and Covers.
Response 15
See response 7.
Question 16 There is no Item 451. Please clarify what item permanent pavement trench patch is to paid?
Response 16
See attached revised proposal, page B00420-7. Item 451. has been added
Question 17 Please clarify where the modified Rockfill Slope located in the Southern corner near STA 210+00 is paid?
Response 17 See attached revised proposal, page B00420 – 16. Item 986. has been added.
Question 18 Please clarify which pavement marking item is to be used for the gore striping?
Response 18
Item 866.106 shall be used for all gore striping.
Question 19 Please inform if the work areas that are highlighted in the Construction Staging Plans as Stage 1 & Stage 3 can be worked on concurrently.
Response 19
Stage 1 and State 3 should be able to be worked on concurrently.
E.T.& L. Corp., email dated August 5, 2026 (Continued)
Question 20 Lighting Plan Sheet 47 shows two 3” conduit ductbanks from existing panel enclosure DP2 to the relocated EV charging stations. There is a note associated with these ductbanks stating that concrete encasement is required when passing under roadways/ parking areas. Please inform under what pay item the concrete encasement will be compensated.
Response 20 The concrete encasement will be considered incidental to the Conduit bid Item without additional compensation, as described in Subsection 801.81 of the standard Specifications.
Question 21 Per the “Conduit Crossing Roadway” detail on Lighting Plans & Details Sheet 47, excavatable controlled density fill is required for in-roadway conduit runs. Please inform under what pay item the controlled density fill will be compensated.
Response 21
See the revised plan sheet 49 of 87. The controlled density fill has been replaced with Cement Concrete and will be considered as incidental to the individual conduit item as described in section
801.81 of the standard specifications.
Question 22 Please provide more details on the Pedestrian Bus Shelter, Item # 745, including manufacturer & model numbers.
Response 22
The pedestrian bus shelter shall meet the dimensions and specifications shown on the plans and in the contract documents. A specific manufacturer is not specified.
Question 23 The Pedestrian Bus Shelter on plan sheet 58 shows LED lights, are these solar powered? Or will these bus shelters require electrical hook ups?
Response 23
The Bus Shelter is proposed to be powered with a 300W solar panel affixed to the roof. See the revised plan sheet 58 of 87.
E.T.& L. Corp., email dated August 5, 2026 (Continued)
Question 24 The detail for the Pedestrian Bus Shelter on plan sheet 58 shows a 6” thick concrete pad. Will the concrete pads at the bus shelter area be paid under Item # 701 – Cement Concrete Sidewalk?
Response 24 The concrete pad (foundation) shall be incidental to Item 745. Refer to the special provisions-Basis of Payment on page A00801 54.
Question 25 Please confirm the bid quantity for Item # 904. Is there other work that is included in this pay item beyond the foundations for the trash receptacles and bicycle racks.
Response 25
The Bid quantity in Item 904. is provided to pay for the foundations for trash receptacles and bicycle racks.
R M Pacella., email dated August 11, 2026
Question 26 Please provide manufacturer(s) for item 745- Pedestrian Bus Shelter
Response 26
Question 27 Please provide locations for proposed trash receptacles.
Response 27
Question 28 What is the required size for the Light Standard Foundation Precast (812.09)? Proposed light poles are all 40'. The table provided on sheet #50 notes 30-40' mounting height foundation 3' x7' and 40- 100' mounting height foundation 3' x10'.
Response 28
Massachusetts Department Of Transportation Highway Division Proposal No. 610800-135580
00104 - 3
Addendum No. 2, August 12, 2026 NOTICE TO CONTRACTORS (Continued)
PRICE ADJUSTMENTS
This Contract contains price adjustments for hot mix asphalt and Portland cement mixtures, diesel fuel, and gasoline. For reference the base prices are as follows: liquid asphalt $712.50 per ton, Portland cement $452.13 per ton, diesel fuel $4.372 per gallon, and gasoline $3.335 per gallon, and Steel Base Price Index 370.1. MassDOT posts the Price Adjustments on their Highway Division’s website at https://www.mass.gov/massdot-contract-price-adjustments
This Contract contains Price Adjustments for steel. See Document 00813 - PRICE ADJUSTMENT FOR STRUCTURAL STEEL AND REINFORCING STEEL for their application and base prices.
MassDOT projects are subject to the rules and regulations of the Architectural Access Board (521 CMR 1.00 et seq.)
Prospective bidders and interested parties can access this information and more via the internet at
WWW.COMMBUYS.COM.
BY: Monica G. Tibbits-Nutt, Secretary and CEO, MassDOT Jonathan L. Gulliver, Administrator, MassDOT Highway Division
SATURDAY, JULY 18, 2026
https://www.mass.gov/massdot-contract-price-adjustments http://www.commbuys.com/
Massachusetts Department Of Transportation Highway Division Proposal No. 610800-135580
A00801 - 74
Addendum No. 2, August 12, 2026
ITEM 804.21 2 INCH ELECTRICAL CONDUIT TYPE NM FOOT
- PLASTIC (UL) – (LIQUID TIGHT)
The work under this Item shall conform to the relevant provisions of Subsection 801 of the Standard Specifications and the following:
The work under this Item shall consist of furnishing and installing proposed liquid tight conduit as shown on the plans and/or as directed by the Engineer.
The Contractor shall ensure that the procured conduit is liquid tight and meets the requirements of Underwriters Laboratories (UL) 1600
All electrical work shall be performed by a Commonwealth of Massachusetts licensed electrician and said work shall meet all state and local electrical codes.
METHOD OF MEASUREMENT
Item 804.21 will be measured for payment by the Foot of liquid tight conduit installed, completed in place.
BASIS OF PAYMENT
Item 804.21 will be paid for at the Contract unit bid price per Foot, which price shall include all labor, material, tools, equipment, excavation, connection, backfill, transportation, and all incidental costs required to complete the work described.
Project # 610800 Contract # 135580
Location : BARNSTABLE
Description : Park and Ride Expansion and Improvements at Route 132
ITEM # QUANTITY ITEM WITH UNIT BID PRICE
WRITTEN IN WORDS
UNIT PRICE AMOUNT
201. 22 CATCH BASIN
AT _________________________
EACH
202. 9 MANHOLE
AT _________________________
EACH
220. 17 DRAINAGE STRUCTURE ADJUSTED
AT _________________________
EACH
220.2 5 DRAINAGE STRUCTURE REBUILT
AT _________________________
PER FOOT
220.3 3 DRAINAGE STRUCTURE CHANGE IN TYPE
AT _________________________
EACH
220.5 3 DRAINAGE STRUCTURE REMODELED
AT _________________________
EACH
221. 12 FRAME AND COVER
AT _________________________
EACH
222. 22 FRAME AND GRATE - MASSDOT BAR TYPE
AT _________________________
EACH
227.3 60 REMOVAL OF DRAINAGE STRUCTURE SEDIMENT
AT _________________________
PER CUBIC YARD
CMS104 - Report Run Date: 8/11/2026 9:29 AM Page 4
Proposal No. 610800-135580 Addendum No. 2, August 12, 2026
B00420 - 5
Description : Park and Ride Expansion and Improvements at Route 132
ITEM # QUANTITY ITEM WITH UNIT BID PRICE
WRITTEN IN WORDS
UNIT PRICE AMOUNT
227.31 1,500 REMOVAL OF DRAINAGE PIPE SEDIMENT
AT _________________________
PER FOOT
227.4 20 MASONRY PLUG
AT _________________________
PER SQUARE FOOT
228. 16 DRAINAGE PIPE VIDEO INSPECTION
AT _________________________
PER HOUR
242.18 2 18 INCH REINFORCED CONCRETE PIPE FLARED END
AT _________________________
EACH
243.12 1,160 12 INCH REINFORCED CONCRETE PIPE CLASS IV
AT _________________________
PER FOOT
243.18 190 18 INCH REINFORCED CONCRETE PIPE CLASS IV
AT _________________________
PER FOOT
250.04 710 4 INCH POLYVINYL CHLORIDE SANITARY SEWER PIPE
AT _________________________
PER FOOT
258. 10 STONE FOR PIPE ENDS
AT _________________________
PER SQUARE YARD
402. 120 DENSE GRADED CRUSHED STONE FOR SUB-BASE
AT _________________________
PER CUBIC YARD
CMS104 - Report Run Date: 8/11/2026 9:29 AM Page 5
B00420 - 6
Description : Park and Ride Expansion and Improvements at Route 132
ITEM # QUANTITY ITEM WITH UNIT BID PRICE
WRITTEN IN WORDS
UNIT PRICE AMOUNT
415.2 11,700 PAVEMENT FINE MILLING
AT _________________________
PER SQUARE YARD
431. 870 HIGH EARLY STRENGTH CEMENT CONCRETE BASE
COURSE
AT _________________________
PER SQUARE YARD
443. 20 WATER FOR ROADWAY DUST CONTROL
AT _________________________
PER 1000 GALLONS
450.22 10 SUPERPAVE SURFACE COURSE - 9.5 (SSC - 9.5)
AT _________________________
PER TON
450.231 2,790 SUPERPAVE SURFACE COURSE - 12.5 POLYMER (SSC -
12.5 - P)
AT _________________________
PER TON
450.31 1,440 SUPERPAVE INTERMEDIATE COURSE - 12.5 (SIC -12.5)
AT _________________________
PER TON
450.42 2,140 SUPERPAVE BASE COURSE - 37.5 (SBC - 37.5)
AT _________________________
PER TON
451. 150 HMA FOR PATCHING
AT _________________________
PER TON
452. 1,800 ASPHALT EMULSION FOR TACK COAT
AT _________________________
PER GALLON
CMS104 - Report Run Date: 8/11/2026 9:29 AM Page 6
B00420 - 7
Description : Park and Ride Expansion and Improvements at Route 132
ITEM # QUANTITY ITEM WITH UNIT BID PRICE
WRITTEN IN WORDS
UNIT PRICE AMOUNT
453. 4,000 HMA JOINT ADHESIVE
AT _________________________
PER FOOT
482.5 980 SAWCUTTING ASPHALT PAVEMENT FOR BOX WIDENING
AT _________________________
PER FOOT
504. 9,275 GRANITE CURB TYPE VA4 - STRAIGHT
AT _________________________
PER FOOT
504.1 1,345 GRANITE CURB TYPE VA4 - CURVED
AT _________________________
PER FOOT
509. 540 GRANITE TRANSITION CURB FOR PEDESTRIAN CURB
RAMPS - STRAIGHT
AT _________________________
PER FOOT
509.1 150 GRANITE TRANSITION CURB FOR PEDESTRIAN CURB
RAMPS - CURVED
AT _________________________
PER FOOT
597. 6,150 EDGING REMOVED AND DISCARDED
AT _________________________
PER FOOT
620.12 565 GUARDRAIL, TL-2 (SINGLE FACED)
AT _________________________
PER FOOT
620.32 30 GUARDRAIL - CURVED, TL-2 (SINGLE FACED)
AT _________________________
PER FOOT
CMS104 - Report Run Date: 8/11/2026 9:29 AM Page 7
B00420 - 8
Description : Park and Ride Expansion and Improvements at Route 132
ITEM # QUANTITY ITEM WITH UNIT BID PRICE
WRITTEN IN WORDS
UNIT PRICE AMOUNT
627.1 3 TRAILING ANCHORAGE
AT _________________________
EACH
627.82 1 GUARDRAIL TANGENT END TREATMENT, TL-2
AT _________________________
EACH
630.2 365 HIGHWAY GUARD REMOVED AND DISCARDED
AT _________________________
PER FOOT
650.036 12 36 INCH CHAIN LINK GATE WITH GATE POSTS
AT _________________________
PER FOOT
697.1 42 SILT SACK
AT _________________________
EACH
701. 2,915 CEMENT CONCRETE SIDEWALK
AT _________________________
PER SQUARE YARD
701.2 340 CEMENT CONCRETE PEDESTRIAN CURB RAMP
AT _________________________
PER SQUARE YARD
707.2 10 TRASH RECEPTACLE
AT _________________________
EACH
707.8 10 STEEL BOLLARD
AT _________________________
EACH
CMS104 - Report Run Date: 8/11/2026 9:29 AM Page 8
B00420 - 9
Description : Park and Ride Expansion and Improvements at Route 132
ITEM # QUANTITY ITEM WITH UNIT BID PRICE
WRITTEN IN WORDS
UNIT PRICE AMOUNT
707.9 10 BICYCLE RACK
AT _________________________
EACH
722.3 1 SCHEDULE OF OPERATIONS (TYPE C) - FIXED PRICE
$61500
AT Sixty One Thousand Five Hundred Dollars
LUMP SUM
$61,500.00 $61,500.00
740. 38 ENGINEER'S FIELD OFFICE AND EQUIPMENT (TYPE A)
AT _________________________
PER MONTH
745. 4 PEDESTRIAN BUS SHELTER
AT _________________________
EACH
745.2 1 PEDESTRIAN BUS SHELTER REMOVED AND STACKED
AT _________________________
LUMP SUM
748. 1 MOBILIZATION
AT _________________________
LUMP SUM
751. 570 LOAM FOR ROADSIDES
AT _________________________
PER CUBIC YARD
751.7 640 COMPOST BLANKET
AT _________________________
PER CUBIC YARD
756. 1 NPDES STORMWATER POLLUTION PREVENTION PLAN
AT _________________________
LUMP SUM
CMS104 - Report Run Date: 8/11/2026 9:29 AM Page 9
B00420 - 10
Description : Park and Ride Expansion and Improvements at Route 132
ITEM # QUANTITY ITEM WITH UNIT BID PRICE
WRITTEN IN WORDS
UNIT PRICE AMOUNT
765. 2,150 SEEDING
AT _________________________
PER SQUARE YARD
765.412 5,500 UPLAND SEED MIX - SHORT GRASSLAND MIX-SANDY SOIL
AT _________________________
PER SQUARE YARD
765.554 450 WETLAND SEED MIX - SEASONALLY FLOODED MIX
AT _________________________
PER SQUARE YARD
765.664 450 MOWING FOR NATIVE SEED ESTABLISHMENT
AT _________________________
PER SQUARE YARD
767.121 1,500 SEDIMENT CONTROL BARRIER
AT _________________________
PER FOOT
773.224 10 PINE - PITCH 4-5 FEET
AT _________________________
EACH
774.300 13 ELM - AMERICAN 2-2.5 INCH CALIPER
AT _________________________
EACH
775.431 12 LOCUST - HONEY - SHADEMASTER 2-2.5 INCH CALIPER
AT _________________________
EACH
776.523 5 MAPLE - RED 2-2.5 INCH CALIPER
AT _________________________
EACH
CMS104 - Report Run Date: 8/11/2026 9:29 AM Page 10
B00420 - 11
Description : Park and Ride Expansion and Improvements at Route 132
ITEM # QUANTITY ITEM WITH UNIT BID PRICE
WRITTEN IN WORDS
UNIT PRICE AMOUNT
777.328 12 OAK - WHITE 2-2.5 INCH CALIPER
AT _________________________
EACH
778.166 15 BIRCH - GRAY 5-6 FEET MULTI STEM
AT _________________________
EACH
781.284 5 HAWTHORN - COCKSPUR 1.5-2 INCH CALIPER
AT _________________________
EACH
783.057 11 SHAD TREE - DOWNY CUMULUS 7-8 FEET CLUMP
AT _________________________
EACH
796.201 150 BEACH GRASS 1 GALLON
AT _________________________
EACH
796.202 150 SWITCH GRASS 1 GALLON
AT _________________________
EACH
804.2 205 2 INCH ELECTRICAL CONDUIT TYPE NM - PLASTIC (UL)
AT _________________________
PER FOOT
804.21 150 2 INCH ELECTRICAL CONDUIT TYPE NM - PLASTIC (UL) -
(LIQUID TIGHT)
AT _________________________
PER FOOT
804.3 3,080 3 INCH ELECTRICAL CONDUIT TYPE NM - PLASTIC -(UL)
AT _________________________
PER FOOT
CMS104 - Report Run Date: 8/11/2026 9:29 AM Page 11
B00420 - 12
Item 804.31 has been deleted.
Description : Park and Ride Expansion and Improvements at Route 132
ITEM # QUANTITY ITEM WITH UNIT BID PRICE
WRITTEN IN WORDS
UNIT PRICE AMOUNT
806.4 20 4 INCH ELECTRICAL CONDUIT TYPE RM - GALVANIZED
STEEL
AT _________________________
PER FOOT
811.01 17 ELECTRIC HANDHOLE REMOVED AND DISCARDED
AT _________________________
EACH
811.22 32 ELECTRIC HANDHOLE - SD2.022
AT _________________________
EACH
812.09 20 LIGHT STANDARD FOUNDATION PRECAST
AT _________________________
EACH
812.30 5 STANDARD SIGNAL POST FOUNDATION SD3.030
AT _________________________
EACH
813.40 800 WIRE TYPE 8 NO. 10 DIRECT BURIAL
AT _________________________
PER FOOT
813.41 650 WIRE TYPE 8 NO. 8 DIRECT BURIAL
AT _________________________
PER FOOT
813.42 11,470 WIRE TYPE 8 NO. 6 DIRECT BURIAL
AT _________________________
PER FOOT
813.43 2,860 WIRE TYPE 8 NO. 4 DIRECT BURIAL
AT _________________________
PER FOOT
CMS104 - Report Run Date: 8/11/2026 9:29 AM Page 12
B00420 - 13
Description : Park and Ride Expansion and Improvements at Route 132
ITEM # QUANTITY ITEM WITH UNIT BID PRICE
WRITTEN IN WORDS
UNIT PRICE AMOUNT
821.101 2 HIGHWAY LIGHTING POLE (ANCHOR BASE) 1 FOOT
BRACKET
AT _________________________
EACH
821.201 18 HIGHWAY LIGHTING POLE (ANCHOR BASE) TWIN 1 FOOT
BRACKET
AT _________________________
EACH
823.01 38 AREA LIGHTING LUMINAIRE 105 WATT
AT _________________________
EACH
823.60 1 HIGHWAY LIGHTING LOAD CENTER
AT _________________________
LUMP SUM
823.63 1 STEP DOWN TRANSFORMER
AT _________________________
LUMP SUM
823.72 10 HIGHWAY LIGHTING POLE AND LUMINAIRE REMOVED AND
DISCARDED
AT _________________________
EACH
825.10 5 LEVEL 2 CHARGER REMOVED AND RESET
AT _________________________
EACH
829. 75 ROADSIDE GUIDE SIGN (G) - ALUMINUM PANEL (TYPE B)
AT _________________________
PER SQUARE FOOT
832. 375 WARNING-REGULATORY AND ROUTE MARKER - ALUMINUM
PANEL (TYPE A)
AT _________________________
PER SQUARE FOOT
CMS104 - Report Run Date: 8/11/2026 9:29 AM Page 13
B00420 - 14
Description : Park and Ride Expansion and Improvements at Route 132
ITEM # QUANTITY ITEM WITH UNIT BID PRICE
WRITTEN IN WORDS
UNIT PRICE AMOUNT
841.6 4 SUPPORTS FOR GUIDE SIGN (I-2A-5 INCH TUBULAR POST)
STEEL
AT _________________________
EACH
847.1 70 SIGN SUP (N/GUIDE)+RTE MKR W/1 BRKWAY POST
ASSEMBLY - STEEL
AT _________________________
EACH
850.41 120 ROADWAY FLAGGER
AT _________________________
PER HOUR
852. 120 SAFETY SIGNING FOR TRAFFIC MANAGEMENT
AT _________________________
PER SQUARE FOOT
856.12 365 PORTABLE CHANGEABLE MESSAGE SIGN
AT _________________________
PER DAY
859. 39,600 REFLECTORIZED DRUM
AT _________________________
PER DAY
864.04 900 PAVEMENT ARROWS AND LEGENDS REFLECTORIZED
WHITE (THERMOPLASTIC)
AT _________________________
PER SQUARE FOOT
866.106 16,000 6 INCH REFLECTORIZED WHITE LINE (THERMOPLASTIC)
AT _________________________
PER FOOT
866.112 1,770 12 INCH REFLECTORIZED WHITE LINE (THERMOPLASTIC)
AT _________________________
PER FOOT
CMS104 - Report Run Date: 8/11/2026 9:29 AM Page 14
B00420 - 15
Description : Park and Ride Expansion and Improvements at Route 132
ITEM # QUANTITY ITEM WITH UNIT BID PRICE
WRITTEN IN WORDS
UNIT PRICE AMOUNT
867.106 3,270 6 INCH REFLECTORIZED YELLOW LINE (THERMOPLASTIC)
AT _________________________
PER FOOT
874.2 9 TRAFFIC SIGN REMOVED AND RESET
AT _________________________
EACH
874.41 28 TRAFFIC SIGN ASSEMBLY REMOVED AND DISCARDED
AT _________________________
EACH
904. 60 4000 PSI, 3/4 INCH, 610 CEMENT CONCRETE
AT _________________________
PER CUBIC YARD
986. 120 MODIFIED ROCKFILL
AT _________________________
PER TON
Total Qty: 200,448.4
CMS104 - Report Run Date: 8/11/2026 9:29 AM Page 15
B00420 - 16
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C
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S
N O
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PR
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C
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BE
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TR
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2.
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TI
N
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AD
W
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FA
C E
N O
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1.
C
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S
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BE
S C
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TR
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C
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2.
W
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3.
W H
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C
IN
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C O
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SS
IN
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N O
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S
N O
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1.
A
M
IN
IM
U
M O
F
IN
C
H
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O F
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PA
R
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N
IS
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EQ
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IN
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W
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W
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AI
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AG
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2.
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SH
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3.
W O
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C O
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S:
1.
LE
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LI
N G
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TO
B
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PR
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D
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, A S
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EQ
U
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R
F
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N
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TI
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2.
AL
L H
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D
W
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TO
B E
ST
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N
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SS
S
TE
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N O
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S:
AT
TA
C H
F
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U B
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D
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G W
IR
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FR
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PL
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P
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W
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FO
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M
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TO
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D R
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D
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AP
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D
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TO
C
O
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R
N O
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S:
1.
LO
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EX
T
SH
AL
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BE
C
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W
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H
IN
T
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2.
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| 610800 Addendum Letter-A2 |
| 610800 Questions and Responses-A2) KL revised 2026 08 11 |
| 00104 NTC 11-14-24-A2 |
| NOTICE TO CONTRACTORS |
| A00801-Specs-610800-2026 07 11-A2-P(74) |
| B00420-2-Rev Proposal 2026 08 11-A1 - P(5to 16) |
| Rev Plans-A2-SH (49-50-58) |
| 610800_Sheet 49 |
| Sheets and Views |
| 2 |
| 610800_Sheet 58 |
| Sheets and Views |
| CONST_DETAILS |
| 2026-08-12T11:59:40-0400 | |
| Eric M. Cardone |
File details come from the government source that posted it. Updated .