A00802-613727.pdf
PDF 182 KB Posted
- Solicitation number
- BD-27-1030-0H100-0H002-133201
- Issued by
- Norfolk County, Boston City, Massachusetts
About this file
This is an Estimate of Quantities Detail Sheet prepared by the Massachusetts Department of Transportation Highway Division for a roadway reconstruction project in Braintree, Massachusetts. The project encompasses Allen Street (stations 103+89 to 105+27.20 and 200+00 to 213+91), Thayer Road (stations 105+27.20 to 106+10), and Shaw Street (stations 300+97 to 302+29.37), classified as Minor Collector, Minor Arterial, and Principal Arterial roads. The project is scheduled for Federal Fiscal Year 2026 with a date of August 2026. The scope includes proposed micromill and overlay work covering 730 square yards, full-depth construction on 3,295 square yards, hot mix asphalt driveways on 205 square yards, hot mix asphalt sidewalks on 36 square yards, cement concrete driveways on 130 square yards, and cement concrete sidewalks on 1,035 square yards with pedestrian curb ramps. Additional work includes tree protection and pruning at two locations, removal of 16 trees under 24 inches in diameter, removal and adjustment of drainage structures, installation of new catch basins, manholes, sanitary sewer structures, hydrants, mailbox relocation, landscape plantings including bayberry shrubs and spirea, highway lighting pole and luminaire installation and removal, and sign installation at 17 locations throughout the project corridor.
The project specifications require all Superpave hot mix asphalt to utilize warm mix asphalt technology and comply with Section 450 Hot Mix Asphalt standards and Section M3 Asphaltic Materials requirements. Pavement milling shall achieve a 2.00% cross slope or maintain existing cross slope with construction tolerances of 0.5% on sidewalk slopes, driveway slopes, and wheelchair ramps. All work is to be performed as shown on the plans and as directed by the Engineer and the Town of Braintree. The project is funded through Federal Highway Administration sources under FAP No. STP/HPP-003S(904)X, and bidders are instructed not to use COMMBUYS to submit proposals for this project.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 613727 - Notice to Contractors.pdf | ||
| 613727 - Plan Holders List 9-22-2026.pdf | ||
| A00861-613727.pdf | ||
| 613727 Bid Items.txt | TXT text file | |
| A00820-613727.pdf | ||
| A00801-613727.pdf | ||
| A00808-613727.pdf | ||
| A00875-613727.pdf | ||
| A00844-613727.pdf | ||
| A00804-613727.pdf | ||
| BRAINTREE-613727-136651-A-1.pdf | ||
| A00863-613727.pdf | ||
| A00860-613727.pdf |
Show all 13
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Text version
Massachusetts Department Of Transportation Highway Division Proposal No. 613727-136651
A00802 - 1
DOCUMENT A00802
DETAIL SHEETS
A00802 - 2
THIS PAGE IS INTENTIONALLY LEFT BLANK
A00802 - 3
THE COMMONWEALTH OF MASSACHUSETTS
MASSACHUSETTS DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
TEN PARK PLAZA, BOSTON, MA
ESTIMATE OF QUANTITIES - DETAIL SHEETS
TOWN/CITY: Braintree, MA YEAR: Federal Fiscal Year 2026 ROAD: Allen Street STA. 103+89 to 105+27.20 & 200+00 to 213+91 ROAD: Thayer Road STA. 105+27.20 to 106+10 ROAD: Shaw Street STA. 300+97 to 302+29.37
CLASS: Minor Collector, Minor Arterial, Principal Arterial
TYPE OF PROJECT: Roadway Reconstruction DATE: August 2026
PAVEMENT NOTES
PROPOSED MICROMILL AND OVERLAY AREA = 730 SY
FINE MILL: 1 ½” OF EXISTING PAVEMENT
OVERLAY: 1 ½” SUPERPAVE SURFACE COURSE- 9.5 (SSC-9.5)
PROPOSED FULL DEPTH CONSTRUCTION AREA = 3295 SY
SURFACE: 1 ½” SUPERPAVE SURFACE COURSE- 9.5 (SSC-9.5)
INTERMEDIATE: 2 ” SUPERPAVE INTERMEDIATE COURSE- 12.5 (SIC-12.5)
BASE: 4” SUPERPAVE BASE COURSE – 37.5 (SBC-37.5)
SUB-BASE: 4” DENSE GRADED CRUSHED STONE FOR SUB-BASE
8” GRAVEL BORROW (TYPE B)
SUB-GRADE GRAVEL BORROW AS REQUIRED, BASED ON EXISTING
GRADE MATERIAL
PROPOSED HOT MIX ASPHALT DRIVEWAYS AREA = 205 SY
SURFACE: 1 ½” SUPERPAVE SURFACE COURSE- 9.5 (SSC-9.5)
2 ½” SUPERPAVE INTERMEDIATE COURSE- 12.5 (SIC-12.5)
SUB-BASE: 8” GRAVEL BORROW (TYPE B)
A00802 - 4
PAVEMENT NOTES (Continued)
PROPOSED HOT MIX ASPHALT SIDEWALK AREA = 36 SY
SURFACE: 1 ¼” SUPERPAVE SURFACE COURSE- 9.5 (SSC-9.5)
1 ¾” SUPERPAVE INTERMEDIATE COURSE- 12.5 (SIC-12.5)
PROPOSED CEMENT CONCRETE DRIVEWAYS AREA = 130 SY
SURFACE: 6” CEMENT CONCRETE (AIR ENTRAINED, 4,000 PSI, 0.75”, 610)
PROPOSED CEMENT CONCRETE SIDEWALKS AREA = 1,035 SY
AND PEDESTRIAN CURB RAMPS
SURFACE: 4” CEMENT CONCRETE (AIR ENTRAINED, 4,000 PSI, 0.75”, 610)
GENERAL PAVEMENT NOTES:
1. ALL SUPERPAVE HOT MIX ASPHALT SHALL BE A WARM MIX ASPHALT
TECHNOLOGY.
2. ALL HOT MIX ASPHALT PAVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE
WITH SECTION 450 HOT MIX ASPHALT AND SECTION M3. ASPHALTIC
MATERIALS.
3. TACK COAT APPLICATION SHALL BE IN ACCORDANCE WITH SUBSECTION
450.43G(2).
4. WHERE EXISTING SUBBASE/SUBGRADE IS FOUND TO MEET SPECIAL BORROW
(M1.02.0) SPECIFICATION REQUIREMENTS, THE EXISTING MATERIAL
MAY BE LEFT IN PLACE, AFTER THE APPROVAL OF THE ENGINEER.
5. UNLESS NOTED OTHERWISE ON THE DRAWINGS, PAVEMENT MILLING SHALL BE
USED TO ACHIEVE A 2.00% CROSS SLOPE OR TO MAINTAIN
EXISTING CROSS SLOPE.
6. * = TOLERANCE FOR CONSTRUCTION ± 0.5% ON SIDEWALK SLOPES, DRIVEWAY
SLOPES, AND WHEELCHAIR RAMPS.
A00802 - 5
ITEM 102.511 TREE PROTECTION- ARMORING AND PRUNING
To be used to protect isolated trees as shown on the Plans, and as directed by the Town of Braintree.
STATION SIDE
105+17 LT
105+53 LT
ITEM 103. TREE REMOVED- DIAMETER UNDER 24 INCHES
To be used to remove isolated trees under 24 inches in diameter as shown on the Plans, and as directed by the Town of Braintree.
201+29 RT
201+89 202+19 203+23 203+27 203+31 203+55 203+98 204+95 205+07 205+34 207+25 207+30 207+48 207+64 207+66
RT
RT
RT
RT
RT
RT
RT
RT
RT
RT
RT
RT
RT
RT
RT
207+95 RT
ITEM 146. DRAINAGE STRUCTURE REMOVED
See Drainage and Utility Plans for details. For removal of drainage structures in poor condition or due to the relocated curb line.
STATION SIDE
301+16 RT
201+36 RT
203+37 RT
209+62 RT
A00802 - 6
ITEM 201. CATCH BASIN
For construction of drainage structure and as directed by the Engineer.
STATION
201+37 203+95 208+38
SIDE
RT
RT
RT
203+40 209+63
ITEM 201.3 SPECIAL CATCH BASIN
For construction of drainage structures and as directed by the Engineer.
200+27
SIDE
ITEM 202. MANHOLE
209+64
ITEM 202.2 MANHOLE (9 TO 14 FOOT DEPTH)
203+46 203+89 208+34 203+59
SIDE
RT
RT
ITEM 210. SANITARY SEWER MANHOLE
205+50
A00802 - 7
ITEM 220. DRAINAGE STRUCTURE ADJUSTED
For adjusting drainage structures to grade, as shown on the Plans, and as directed by the Engineer.
103+97 104+27 104+40
SIDE
RT
LT
ITEM 220.5 DRAINAGE STRUCTURE REMODELED
For remodeling drainage structure, as shown on the Plans and as directed by the Engineer.
208+08 104+40 104+35
SIDE
RT
ITEM 220.7 SANITARY STRUCTURE ADJUSTED
For remodeling sanitary sewer structure, as shown on the Plans and as directed by the Engineer.
104+40 104+49 105+13 212+65
SIDE
RT
RT
ITEM 220.8 SANITARY STRUCTURE REMODELED
For remodeling sanitary sewer structure, as shown on the Plans and as directed by the Engineer.
210+40
ITEM 376. HYDRANT
See Drainage and Utility Plans for details. For new hydrant installation.
209+55
A00802 - 8
ITEM 376.3 HYDRANT – REMOVED AND STACKED
See Drainage and Utility Plans for details. For removal of hydrant.
208+00
ITEM 715. RURAL MAILBOX REMOVED AND RESET
To be installed in areas of new sidewalk reconstruction as shown on the Plans, and as directed by the Engineer.
206+63
ITEM 789.333 BAYBERRY SHRUB- NORTHERN 2-3 FEET / #3
To be used to plant new hedges as shown on the Plans, and as directed by the Engineer and Town of Braintree.
104+95 RT
105+05 RT
105+15 RT
ITEM 793.729 SPIREA 2-3 FEET/ #3
To be used to plant new hedges as shown on the Plans, and as directed by the Engineer and Town of Braintree.
105+00 RT
105+10 RT
ITEM 812.10 LIGHT STANDARD FOUNDATION SD3.010
As shown on the Drainage & Utility Plans, and as directed by the Engineer.
301+45.84 LT
A00802 - 9
ITEM 821.12 HIGHWAY LIGHTING POLE (ANCHOR BASE) 8 FOOT BRACKET
ITEM 823.09 HIGHWAY LIGHTING LUMINAIRE 150 WATT
ITEM 823.71 HIGHWAY LIGHTING POLE AND LUMINAIRE REMOVED
AND STACKED
301+12 RT
ITEM 823.76 HIGHWAY LIGHTING FOUNDATION REMOVED AND DISPOSED
301+12 RT
ITEM 847.1 SIGN SUP (NOT/GUIDE)+RTE MKR W/1 BRKWAY POST
ASSEMBLY - STEEL
As shown on the Traffic Sign and Pavement Marking Plans, and as directed by the Engineer.
104+22 104+84 200+13 200+16 200+23 203+08 204+66 208+50 208+83 209+83
SIDE
RT
LT
LT
RT
LT
LT
RT
LT
A00802 - 10
ITEM 847.1 (Continued)
210+93 RT
210+86 LT
211+56 RT
211+88 RT
212+38 LT
212+88 LT
213+58 RT
ITEM 853.1 PORTABLE BREAKAWAY BARRICADE TYPE III
As shown on the Traffic Management Plans, and as directed by the Engineer.
*** END OF DOCUMENT ***
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