Epstein Secrets

eplacement of these damaged areas while implementing normal construction procedures. • Amount of $114,000.00 will be credited to owner on behalf of Betteroads Asphalt LLC. OPTION (NOT INCLUDED IN BASE PRICE): • As shown on drawings entitled "Little St. James RV and Pedestrian Pathway Re•Surfacing Project" and dated

.00 Drainage Measures: As shown on drawings entitled "Link St. James RV and Pedestrian Pathway Re-Surfacing Project" and dated September 18, 2014. Concrete Swales Described above 32 51.064.00 EA $34.048.00 Aggregate Base Pad Described above 31 S182.00 EA S5.824.00 Rip Rap Detention Area Described

on and Sitework Credit 4-inch reinforced pathway 3-inch course using owner supplied aggregate base material. Intervention amount on behalf of Betteroads Asphalt LLC Quantity Unit Cost Unit Total Cost 13.000 561.00 S.Y. $793,000.00 13.0(X) 515AX) S.Y. $37,500.00 1 -S114.000.00 L.S. 4114,000.00 Tot

n Drainage Measures: As shown on drawings entitled "Little St. James RV and Pedestrian Pathway Re-Surfacing Project" and dated September 18. 2014. Concrete Swales Described above 32 51.064M0 EA 534.048.00 Aggregate Base Described above 32 5181.00 EA S5.824.00 Pad Rip Rap Detention Described above

and Sitework Credit Description 2-inch pathway 3-inch course using owner supplied aggregate base material. Intervention amount on behalf of Betteroads Asphalt LLC Quantity Unit Cost Unit Total Cost 1.500 S350.00 Ton 5525.000.00 11080 515.00 S.Y. $37.500.00 1 -$114.000.00 -5114.000.00 Total Base

ons Drainage Measures: As shown on drawings entitled "Link St. James RV and Pedestrian Pathway Re-Surfacing Project" and dated September 18. 2014. Concrete Swales Described above 32 S1.064.00 EA $34.048.00 Aggregate Base Pad Described above 32 S182.00 EA 55.824.09 Rip Rap Detention Area Described

ork Credit Description 4-inch reinforced pathway 3-inch course using owner supplied aggregate base material. Intervention amount on behalf of Betteroads Asphalt LLC Quantity Unit Cost Unit Total Cost 13.0(X) 561.00 S.Y. 5793.000.00 13.0(X) 515.00 S.Y. $37.500.00 -$114.000.00 -5114.000.00 Total Base

ion Drainage Measures: As shown on drawings entitled "Link St. James RV and Pedestrian Pathway Re-Surfacing Project" and dated September 18, 2014. Concrete Swales Described above 32 S1.064.00 EA $34.048.00 Aggregate Base Described above 32 S182AM EA 55.824.00 Pad Rip Rap Detention Described above

and Sitework Credit Description 2-inch pathway 3-inch course using owner supplied aggregate base material. Intervention amount on behalf of Betteroads Asphalt LLC Quantity Unit Cost Unit Total Cost 1.500 $285.00 S-327.5oo.(x) 13000 515.(10 S37.500.00 -SI14.000.00 L.S. -S114.(1410.00 Total Base Pri

ons Drainage Measures: As shown on drawings entitled "Link St. James RV and Pedestrian Pathway Re-Surfacing Project" and dated September 18. 2014. Concrete Swales Described above 32 $1.064.410 EA 534.048.1K) Aggregate Base Described above 32 $182.00 EA 55.824.00 Pad Rip Rap Detention Described abo