Massachusetts Department Of Transportation Highway Division Proposal No. 613642-136413

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DOCUMENT A00802

DETAIL SHEETS

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MASSACHUSETTS DEPARTMENT OF TRANSPORTATION

TEN PARK PLAZA – BOSTON, MA

- ESTIMATE OF QUANTITIES – DETAIL SHEETS -

TOWN/CITY: TAUNTON/RAYNHAM YEAR: 2026

STA.: 1+10.0 TO 8+51.0 ROAD: OLD COLONY AVE/SOUTH

STREET E.

Unclassified Excavation 700 CY Class B Trench 10 CY Gravel Borrow ...420 CY Class A Trench 40 CY Test Pit For Exploration 30 CY Class B Rock Excavation. 5 CY Gravel Borrow for Backfilling Muck Excavation 350 CY Structures and Pipe 130 CY

PROPOSED FULL DEPTH CONSTRUCTION Area = 6,950 SF

SURFACE

COURSE:

1-3/4” Superpave Surface Course-12.5 (SSC-12.5) over Asphalt Emulsion for Tack Coat over

INTERMEDIATE

COURSE:

-1/4” Superpave Intermediate Course- 19.0 (SIC-19.0) over Asphalt Emulsion for Tack Coat Over

BASE COURSE: 4” Superpave Base Course-37.5 (SBC-37.5) over

SUB-BASE: 4” Dense Graded Crushed Stone for Sub-Base over 8” Gravel Borrow, Type b (Min)

PROPOSED FULL DEPTH CONSTRUCTION ≤ 4’ WIDE Area = 850 SF

SURFACE

COURSE:

1-3/4” Superpave Surface Course -12.5 (SSC-12.5) over Asphalt Emulsion for Tack Coat over

INTERMEDIATE

COURSE:

2-1/4” Superpave Intermediate Course -19.0 (SIC-19.0) over

BASE COURSE:

SUB BASE:

6” HES Cement Concrete Base Course over

8” Gravel Borrow, Type b (Min) OR Combination of existing suitable subbase as approved by the engineer.

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HMA BRIDGE WEARING COURSE Area = 2,700 SF

SURFACE COURSE: 1-1/2” Superpave Bridge Surface Course- 9.5 Polymer (SSC-B-9.5-P) over

INTERMEDIATE COURSE: 1-1/2” Superpave Bridge Protective Course- 9.5 Polymer (SPC-B-9.5-P) Course

BASE: Membrane Waterproofing for Bridge Decks

PROPOSED PAVEMENT FINE MILLING AND OVERLAY Area = 12,150

SF

SURFACE COURSE: 1-3/4” Superpave Surface Course- 12.5 (SSC-12.5) over

PAVEMENT MILLING: 1-3/4” Pavement Fine Milling

CEMENT CONCRETE SIDEWALKS AND PEDESTRIAN CURB RAMPS Area = 3,040 SF

SURFACE:

4” Cement Concrete Walk Surface 4000 psi, 3/4”, 610 over

FOUNDATION: 8” Gravel Borrow, Type B

CEMENT CONCRETE DRIVEWAY APRON Area = 450 SF

SURFACE: 6” Cement Concrete Walk Surface 4000 psi, 3/4”, 610 over

FOUNDATION: 8” Gravel Borrow, Type B

HMA DRIVEWAYS Area = 1,350 SF

SURFACE COURSE:

1-1/2” Superpave Surface Course-12.5 (SSC-12.5) over 2-1/2” Superpave Intermediate Course-19.0 (SIC-19.0) over

BASE COURSE: 8” Gravel Borrow, Type B

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ITEM 102.2 TREE TRIMMING

LOCATION TREE STA. LT/RT

OLD

COLONY

36” 6+86 LT

24” 7+24 LT

24” 7+46 LT

ITEM 102.511 TREE PROTECTION – ARMORING AND PRUNING

LOCATION STA. LT/RT

Old Colony Ave

7+24 LT

7+46 LT

ITEM 102.521 TREE AND PLANT PROTECTION FENCE

ITEM 105. STUMP REMOVED

Old Colony Ave 6+84 LT

ITEM 146. DRAINAGE STRUCTURE REMOVED

Old Colony Ave 2+77 RT

2+84 LT

ITEM 182.2 REMOVAL OF ASBESTOS

LOCATION STA. TO STA. LT/RT

Old Colony Ave 2+43 2+72 LT

Old Colony Ave 1+97 to 2+28 LT Sandy Hill Street 10+53 to 10+65 LT

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ITEM 184.1 DISPOSAL OF TREATED WOOD PRODUCTS

Guardrail at Parking Lot

LOCATION STA. TO STA. LT/RT

Old Colony Ave 2+54 2+58 RT

ITEM 220. DRAINAGE STRUCTURE ADJUSTED

New CB’s, MH’s, GI’s and CIT’s, in addition to the following existing structures:

STREET STA OFFSET

Ave 5+99 LT

7+33 LT

7+25 LT

7+33 RT

8+22 LT

8+43 LT

8+48 LT

ITEM 223.2 FRAME AND GRATE (OR COVER) REMOVED AND

DISCARDED

Old Colony Ave 2+77 RT

2+84 LT

Contingency of 2 from

Adjusted Structures (220.)

ITEM 302.06 6 INCH DUCTILE IRON WATER PIPE (RUBBER GASKET)

LOCATION STA LT/RT

Old Colony Ave 2+25 LT

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ITEM 309. DUCTILE IRON FITTINGS FOR WATER PIPE

LOCATION STA LT/RT

ITEM 350.06 6 INCH GATE AND GATE BOX

ITEM 376.1 HYDRANT-EXCLUDING COST OF HYDRANT

LOCATION STATION LT/RT

Old Colony Ave 2+25

LT

ITEM 376.3 HYDRANT – REMOVED AND STACKED

Old Colony Ave 2+67 RT

ITEM 390.01 IRRIGATION SYSTEM REMOVED AND RESET

96 Old Colony

Ave

1+60 TO

2+27

ITEM 451. HMA FOR PATCHING

Permanent patching of utility trenches (drainage, water main, and conduit) crossing mill & overlay area in roadway, 6” wide trench on top of cement concrete curb setting in mill & overlay areas, and other miscellaneous hand work throughout the project.

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ITEM 472. TEMPORARY ASPHALT PATCHING

Temporary patching of utility trenches (drainage, water main, and conduit) crossing full depth pavement area in roadway, and other miscellaneous work throughout the project.

ITEM 504.2 GRANITE CURB TYPE VA4 – SPLAYED END

STREET STATION STATION LT/RT

Old Colony Ave 2+79 2+85 LT

2+84 2+90 RT

4+25 4+31 LT

3+92 3+98 RT

ITEM 504.3 GRANITE CURB TYPE VA4 – SLOPED

Old Colony Ave 2+90 3+03 RT

3+97 4+25 LT

ITEM 506. GRANITE CURB TYPE VB – STRAIGHT

STREET CURB STATION STATION LT/RT

Old Colony Ave STRAIGHT 1+52 1+94 RT

STRAIGHT 1+84 2+79 LT

STRAIGHT 2+53 2+60 RT

STRAIGHT 2+59 2+84 RT

STRAIGHT 3+98 4+30 RT

STRAIGHT 4+31 4+90 LT

STRAIGHT 5+30 7+59 LT

STRAIGHT 8+42 8+51 LT

ITEM 506.1 GRANITE CURB TYPE VB – CURVED

STREET CURB STATION STATION LT/RT

Old Colony Ave CURVE 1+64 1+84 LT

CURVE 2+49 2+59 RT

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ITEM 509. GRANITE TRANSITION CURB FOR PEDESTRIAN CURB

RAMPS – STRAIGHT

Ave 1+55 1+57 LT

4+90 4+99 LT

5+23 5+30 LT

7+61 7+62 LT

8+47 8+51 LT

ITEM 509.1 GRANITE TRANSITION CURB FOR PEDESTRIAN CURB

RAMPS – CURVED

Old Colony Ave 1+26 1+29 LT

1+57 1+57 LT

1+59 1+64 LT

7+62 7+68 LT

8+26 8+33 LT

ITEM 514. GRANITE CURB INLET – STRAIGHT

Ave 2+57

LT

2+78 LT

5+39 LT

7+09 LT

ITEM 580. CURB REMOVED AND RESET

LOCATION STATION

TO

STATION LT/RT

Old Colony Ave 1+14 1+23 LT

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ITEM 594. CURB REMOVED AND DISCARDED

Existing curb varies, contractor will need to work with Resident Engineer in the field to determine best locations for install and curb condition

LOCATION STATION

TO

STATION LT/RT

Old Colony Ave 1+15 1+30 LT

1+55 1+60 LT

1+64 2+89 LT

2+61 2+90 RT

3+85 3+96 RT

3+96 7+30 LT

ITEM 698.4 GEOTEXTILE FABRIC FOR PERMANENT EROSION CONTROL

Used at pipe outfalls and areas containing modified rockfill.

ITEM 767.121 SEDIMENT CONTROL BARRIER

LOCATION STATION STATION LT/RT

Old Colony Ave 2+38 2+87 RT

3+04 3+24 LT

3+73 4+34 RT

4+13 7+74 LT

4+65 7+88 RT

ITEM 767.6 AGED PINE BARK MULCH

LOCATION STA to STA LT/RT

Ave 2+34 2+90

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ITEM 874.45 MISCELLANEOUS SIGNS REMOVED AND RESET

Old Colony Ave 1+22 LT

2+37 LT

2+62 RT

7+80 RT

ITEM 874.51 MISCELLANEOUS SIGNS REMOVED AND DISCARDED

Old Colony Ave 4+01 LT Old Colony Ave 6+51 LT Old Colony Ave 2+85 RT Sandy Hill Road 10+12 RT Sandy Hill Road 10+63 RT

ITEM 874.7 MISCELLANEOUS SIGNS REMOVED AND STACKED

Old Colony Ave 2+66 RT

ITEM 901. 4000 PSI, 1.5 IN., 565 CEMENT CONCRETE

Headwalls for 18” pipe – Sta 2+74 RT

ITEM 903. 3000 PSI, 1.5 IN., 470 CEMENT CONCRETE

Thrust block for new hydrant

ITEM 910.1 STEEL REINFORCEMENT FOR STRUCTURES – EPOXY

COATED

Headwall for 18” pipe outfall of HW-1 STA 2+74 RT

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ITEM 986. MODIFIED ROCKFILL

Old Colony Ave 2+60 to 2+86 RT 3+74 to 3+93 RT 4+13 to 4+24 LT

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