Loading...
RFP 7177 - SOW Exhibit F - Project Schedule Answer SheetExhibit F Page 1 of 13 # of Days To Length SY Lane Miles Brookfield Ln 1130 4762 0.81 Jamestown Ln 1285 4853 0.83 Nottingham 1180 4328 0.74 Pricing Item # Est. Qty.UOM 1 2500 LF 2 2500 LF 4 5000 LF 15 5000 LF 16 750 SY 17 9800 SY 18 319 TON 21 9800 SY 24 9800 SY 26 7700 SY 27 7700 SY 28 500 SY 29 750 SY 30 500 SY 33 500 SY 34 50 TON 35 100 SY 36 10 EA 37 15 EA 38 100 EA 45 200 SY 46 50 SY 47 600 SY Pricing Item # Est. Qty.UOM 34 250 TON Sections A-L: Fill out the number of calendar days needed to complete each street. Total days should not exceed one calendar year, and must match the number of days referenced in Line Items detail. SECTION A. NUMBER OF CALENDAR DAYS TO COMPLETE STREET Woodhaven .Mistywood Product Description TYPE I FLEXBASE MISC. SPRINKLER SYSTEM ADJUSTMENTS ADJUST WATER VALVES AND INSTALL CONCRETE PAD ADJUST MANHOLE AND INSTALL CONCRETE PAD COMPACTED FILL/EMBANKMENT TYPE I FLEXBASE BERMUDA SOD ZOYSIA ST. AUGUSTINE SOD INSTALL 4" TYPE B HMAC PAVEMENT (SEE COD DETAIL) INSTALL 2" TYPE B HMAC PAVEMENT (SEE COD DETAIL) INSTALL 2" TYPE D HMAC PAVEMENT (SEE COD DETAIL) REMOVE ASPHALT PAV. AND BASE TO DEPTH 8" HYDRATED LIME UNCLASSIFIED EXCAVATION 8" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 1/2" STEEL ON 18" CENTERS 6" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 3/8" STEEL ON 18" CENTERS REPAIR BASE FAILURE WITH ASPHALT TO A DEPTH OF 12" Product Description INSTALL LIME AT THE PRESCRIBED RATE TO A DEPTH OF 12" REMOVE CONCRETE DRIVEWAY & SIDEWALK REMOVE CONCRETE CURB & GUTTER CONCRETE CURB & GUTTER ( WITH FIBERS) SAW CUT (EXISTING CONCRETE) SAW CUT (EXISTING ASPHALT) Project Name Mistywood Lane Mistywood Lane Woodhaven St Jamestown Woodhaven St Emerson Ln From Woodhaven .Mistywood Exhibit F Page 2 of 13 Sections A-L: Fill out the number of calendar days needed to complete each street. Total days should not exceed one calendar year, and must match the number of days referenced in Line Items detail. # of Days To Length SY Lane Miles Emerson 1193 4508 0.77 Pricing Item # Est. Qty.UOM 1 600 LF 2 600 LF 4 1200 LF 15 2400 LN 16 300 SY 17 4800 SY 18 156 TON 21 4000 SY 24 4800 SY 26 4000 SY 27 4000 SY 28 250 SY 29 250 SY 30 300 SY 33 300 SY 34 250 TON 35 100 SY 36 10 EA 37 15 EA 38 50 EA 45 100 SY 47 260 SY TYPE I FLEXBASE UNCLASSIFIED EXCAVATION 8" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 1/2" STEEL ON 18" CENTERS 6" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 3/8" STEEL ON 18" CENTERS REPAIR BASE FAILURE WITH ASPHALT TO A DEPTH OF 12" BERMUDA SOD ST. AUGUSTINE SOD MISC. SPRINKLER SYSTEM ADJUSTMENTS ADJUST WATER VALVES AND INSTALL CONCRETE PAD ADJUST MANHOLE AND INSTALL CONCRETE PAD COMPACTED FILL/EMBANKMENT INSTALL 4" TYPE B HMAC PAVEMENT (SEE COD DETAIL) INSTALL 2" TYPE B HMAC PAVEMENT (SEE COD DETAIL) INSTALL 2" TYPE D HMAC PAVEMENT (SEE COD DETAIL) REMOVE ASPHALT PAV. AND BASE TO DEPTH 8" HYDRATED LIME INSTALL LIME AT THE PRESCRIBED RATE TO A DEPTH OF 12" Rockwood Lane Mistywood Ln Rockwood Product Description SAW CUT (EXISTING ASPHALT) REMOVE CONCRETE DRIVEWAY & SIDEWALK REMOVE CONCRETE CURB & GUTTER CONCRETE CURB & GUTTER ( WITH FIBERS) SAW CUT (EXISTING CONCRETE) SECTION B. NUMBER OF CALENDAR DAYS TO COMPLETE STREET Project Name From Exhibit F Page 3 of 13 Sections A-L: Fill out the number of calendar days needed to complete each street. Total days should not exceed one calendar year, and must match the number of days referenced in Line Items detail. # of Days To Length SY Lane Miles Mistywood Ln 978 4348 0.74 Pricing Item # Est. Qty.UOM 1 2200 LF 2 2200 LF 4 2200 LF 15 2200 LN 16 245 SY 17 4000 SY 18 130 TON 21 4000 SY 24 4400 SY 26 4000 SY 27 4000 SY 28 250 SY 29 250 SY 30 250 SY 33 250 SY 34 250 TON 35 100 SY 36 4 EA 37 8 EA 38 25 EA 45 50 SY 46 50 SY 47 220 SY ADJUST WATER VALVES AND INSTALL CONCRETE PAD MISC. SPRINKLER SYSTEM ADJUSTMENTS ST. AUGUSTINE SOD BERMUDA SOD ZOYSIA 6" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 3/8" STEEL ON 18" CENTERS 8" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 1/2" STEEL ON 18" CENTERS UNCLASSIFIED EXCAVATION TYPE I FLEXBASE COMPACTED FILL/EMBANKMENT ADJUST MANHOLE AND INSTALL CONCRETE PAD HYDRATED LIME REMOVE ASPHALT PAV. AND BASE TO DEPTH 8" INSTALL 2" TYPE D HMAC PAVEMENT (SEE COD DETAIL) INSTALL 2" TYPE B HMAC PAVEMENT (SEE COD DETAIL) INSTALL 4" TYPE B HMAC PAVEMENT (SEE COD DETAIL) REPAIR BASE FAILURE WITH ASPHALT TO A DEPTH OF 12" SAW CUT (EXISTING ASPHALT) SAW CUT (EXISTING CONCRETE) CONCRETE CURB & GUTTER ( WITH FIBERS) REMOVE CONCRETE CURB & GUTTER REMOVE CONCRETE DRIVEWAY & SIDEWALK INSTALL LIME AT THE PRESCRIBED RATE TO A DEPTH OF 12" Project Name From Royal Lane Rockwood Ln Royal Lane Product Description SECTION C. NUMBER OF CALENDAR DAYS TO COMPLETE STREET Exhibit F Page 4 of 13 Sections A-L: Fill out the number of calendar days needed to complete each street. Total days should not exceed one calendar year, and must match the number of days referenced in Line Items detail. # of Days To Length SY Lane Miles Maid Marion 621 2346 0.40 Pricing Item # Est. Qty.UOM 1 700 LF 2 700 LF 4 700 LF 15 1400 LN 16 160 SY 17 2500 SY 18 81 TON 21 2500 SY 24 2500 SY 26 2200 SY 27 2200 SY 28 250 SY 29 500 SY 30 250 SY 33 250 SY 34 250 TON 35 100 SY 36 10 EA 37 15 EA 38 100 EA 45 50 SY 47 150 SY ADJUST WATER VALVES AND INSTALL CONCRETE PAD MISC. SPRINKLER SYSTEM ADJUSTMENTS ST. AUGUSTINE SOD BERMUDA SOD 6" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 3/8" STEEL ON 18" CENTERS 8" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 1/2" STEEL ON 18" CENTERS UNCLASSIFIED EXCAVATION TYPE I FLEXBASE COMPACTED FILL/EMBANKMENT ADJUST MANHOLE AND INSTALL CONCRETE PAD HYDRATED LIME REMOVE ASPHALT PAV. AND BASE TO DEPTH 8" INSTALL 2" TYPE D HMAC PAVEMENT (SEE COD DETAIL) INSTALL 2" TYPE B HMAC PAVEMENT (SEE COD DETAIL) INSTALL 4" TYPE B HMAC PAVEMENT (SEE COD DETAIL) REPAIR BASE FAILURE WITH ASPHALT TO A DEPTH OF 12" SAW CUT (EXISTING ASPHALT) SAW CUT (EXISTING CONCRETE) CONCRETE CURB & GUTTER ( WITH FIBERS) REMOVE CONCRETE CURB & GUTTER REMOVE CONCRETE DRIVEWAY & SIDEWALK INSTALL LIME AT THE PRESCRIBED RATE TO A DEPTH OF 12" Project Name From Locksley Lane Emerson Locksley Product Description SECTION D. NUMBER OF CALENDAR DAYS TO COMPLETE STREET Exhibit F Page 5 of 13 Sections A-L: Fill out the number of calendar days needed to complete each street. Total days should not exceed one calendar year, and must match the number of days referenced in Line Items detail. # of Days To Length SY Lane Miles Lee Dr 544 1723 0.29 Pricing Item # Est. Qty.UOM 1 450 LF 2 450 LF 4 2000 LF 10 200 SY 15 2000 SY 16 300 SY 17 4500 SY 18 146 TON 24 4500 SY 26 4200 SY 27 4200 SY 28 250 SY 29 500 SY 30 500 SY 33 500 SY 34 250 TON 35 100 SY 36 10 EA 37 15 EA 38 100 EA 45 200 SY 47 200 SY BERMUDA SOD 4" CONCRETE SIDEWALK/FIBERS TYPE I FLEXBASE COMPACTED FILL/EMBANKMENT ADJUST MANHOLE AND INSTALL CONCRETE PAD ADJUST WATER VALVES AND INSTALL CONCRETE PAD MISC. SPRINKLER SYSTEM ADJUSTMENTS ST. AUGUSTINE SOD INSTALL 2" TYPE B HMAC PAVEMENT (SEE COD DETAIL) INSTALL 4" TYPE B HMAC PAVEMENT (SEE COD DETAIL) REPAIR BASE FAILURE WITH ASPHALT TO A DEPTH OF 12" 6" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 3/8" STEEL ON 18" CENTERS 8" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 1/2" STEEL ON 18" CENTERS UNCLASSIFIED EXCAVATION CONCRETE CURB & GUTTER ( WITH FIBERS) REMOVE CONCRETE CURB & GUTTER REMOVE CONCRETE DRIVEWAY & SIDEWALK INSTALL LIME AT THE PRESCRIBED RATE TO A DEPTH OF 12" HYDRATED LIME INSTALL 2" TYPE D HMAC PAVEMENT (SEE COD DETAIL) Mack Drive Double Oak Mack Drive Product Description SAW CUT (EXISTING ASPHALT) SAW CUT (EXISTING CONCRETE) SECTION E. NUMBER OF CALENDAR DAYS TO COMPLETE STREET Project Name From Exhibit F Page 6 of 13 Sections A-L: Fill out the number of calendar days needed to complete each street. Total days should not exceed one calendar year, and must match the number of days referenced in Line Items detail. # of Days To Length SY Lane Miles Longridge 491 1745 0.30 Savannah Trl 155 550 0.09 Pricing Item # Est. Qty.UOM 1 500 LF 2 500 LF 4 1500 LF 15 1500 LN 16 150 SY 21 2100 SY 24 2500 SY 26 2100 SY 27 2100 SY 28 250 SY 29 750 SY 30 250 SY 33 500 SY 34 250 TON 35 100 SY 36 10 EA 37 15 EA 38 100 EA 45 200 SY 47 200 SY ADJUST MANHOLE AND INSTALL CONCRETE PAD ADJUST WATER VALVES AND INSTALL CONCRETE PAD MISC. SPRINKLER SYSTEM ADJUSTMENTS ST. AUGUSTINE SOD BERMUDA SOD REPAIR BASE FAILURE WITH ASPHALT TO A DEPTH OF 12" 6" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 3/8" STEEL ON 18" CENTERS 8" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 1/2" STEEL ON 18" CENTERS UNCLASSIFIED EXCAVATION TYPE I FLEXBASE COMPACTED FILL/EMBANKMENT CONCRETE CURB & GUTTER ( WITH FIBERS) REMOVE CONCRETE CURB & GUTTER REMOVE CONCRETE DRIVEWAY & SIDEWALK INSTALL 2" TYPE D HMAC PAVEMENT (SEE COD DETAIL) INSTALL 2" TYPE B HMAC PAVEMENT (SEE COD DETAIL) INSTALL 4" TYPE B HMAC PAVEMENT (SEE COD DETAIL) REMOVE ASPHALT PAV. AND BASE TO DEPTH 8" Whitney Ct. Savannah Product Description SAW CUT (EXISTING ASPHALT) Whitney Court East End SAW CUT (EXISTING CONCRETE) SECTION F. NUMBER OF CALENDAR DAYS TO COMPLETE STREET Project Name From Savannah Trail Whitney Ct Exhibit F Page 7 of 13 Sections A-L: Fill out the number of calendar days needed to complete each street. Total days should not exceed one calendar year, and must match the number of days referenced in Line Items detail. # of Days To Length SY Lane Miles Timberidge 844 2907 0.50 Pricing Item # Est. Qty.UOM 1 400 LF 2 400 LF 4 1000 LF 15 1000 SY 16 500 SY 17 3000 SY 18 98 TON 21 2600 SY 24 3000 SY 26 2600 SY 27 2600 SY 28 500 SY 29 750 SY 30 500 SY 33 500 SY 34 250 TON 35 100 SY 36 10 EA 37 15 EA 38 100 EA 45 200 SY 46 50 SY 47 200 SY ADJUST WATER VALVES AND INSTALL CONCRETE PAD MISC. SPRINKLER SYSTEM ADJUSTMENTS ST. AUGUSTINE SOD ZOYSIA BERMUDA SOD HYDRATED LIME 6" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 3/8" STEEL ON 18" CENTERS 8" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 1/2" STEEL ON 18" CENTERS UNCLASSIFIED EXCAVATION TYPE I FLEXBASE COMPACTED FILL/EMBANKMENT ADJUST MANHOLE AND INSTALL CONCRETE PAD REMOVE CONCRETE DRIVEWAY & SIDEWALK REMOVE ASPHALT PAV. AND BASE TO DEPTH 8" INSTALL 2" TYPE D HMAC PAVEMENT (SEE COD DETAIL) INSTALL 2" TYPE B HMAC PAVEMENT (SEE COD DETAIL) INSTALL 4" TYPE B HMAC PAVEMENT (SEE COD DETAIL) REPAIR BASE FAILURE WITH ASPHALT TO A DEPTH OF 12" INSTALL LIME AT THE PRESCRIBED RATE TO A DEPTH OF 12" Foxhollow Product Description SAW CUT (EXISTING ASPHALT) SAW CUT (EXISTING CONCRETE) CONCRETE CURB & GUTTER ( WITH FIBERS) REMOVE CONCRETE CURB & GUTTER Project Name From Fox Hollow St Kenwood SECTION G. NUMBER OF CALENDAR DAYS TO COMPLETE STREET Exhibit F Page 8 of 13 Sections A-L: Fill out the number of calendar days needed to complete each street. Total days should not exceed one calendar year, and must match the number of days referenced in Line Items detail. # of Days To Length SY Lane Miles Fox Hollow 574 1978 0.34 Pricing Item # Est. Qty.UOM 1 300 LF 2 300 LF 4 1200 LF 15 1200 SY 16 300 SY 17 2000 SY 18 65 TON 21 1800 SY 24 2000 SY 26 1800 SY 27 1800 SY 28 500 SY 29 300 SY 30 200 SY 33 500 SY 34 250 TON 35 100 SY 36 10 EA 37 15 EA 38 100 EA 45 130 SY 47 130 SY ADJUST MANHOLE AND INSTALL CONCRETE PAD ADJUST WATER VALVES AND INSTALL CONCRETE PAD MISC. SPRINKLER SYSTEM ADJUSTMENTS ST. AUGUSTINE SOD BERMUDA SOD REPAIR BASE FAILURE WITH ASPHALT TO A DEPTH OF 12" 6" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 3/8" STEEL ON 18" CENTERS 8" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 1/2" STEEL ON 18" CENTERS UNCLASSIFIED EXCAVATION TYPE I FLEXBASE COMPACTED FILL/EMBANKMENT INSTALL LIME AT THE PRESCRIBED RATE TO A DEPTH OF 12" HYDRATED LIME REMOVE ASPHALT PAV. AND BASE TO DEPTH 8" INSTALL 2" TYPE D HMAC PAVEMENT (SEE COD DETAIL) INSTALL 2" TYPE B HMAC PAVEMENT (SEE COD DETAIL) INSTALL 4" TYPE B HMAC PAVEMENT (SEE COD DETAIL) Product Description SAW CUT (EXISTING ASPHALT) SAW CUT (EXISTING CONCRETE) CONCRETE CURB & GUTTER ( WITH FIBERS) REMOVE CONCRETE CURB & GUTTER REMOVE CONCRETE DRIVEWAY & SIDEWALK SECTION H. NUMBER OF CALENDAR DAYS TO COMPLETE STREET Project Name From Timberidge St Wilderness Timberidge Exhibit F Page 9 of 13 Sections A-L: Fill out the number of calendar days needed to complete each street. Total days should not exceed one calendar year, and must match the number of days referenced in Line Items detail. # of Days To Length SY Lane Miles Windsor 5232 1962 0.33 Pricing Item # Est. Qty.UOM 1 1000 LF 2 1000 LF 4 250 LF 15 250 LN 16 250 SY 17 5250 SY 18 171 TON 21 4300 SY 24 4500 SY 26 4500 SY 27 4500 SY 28 400 SY 29 250 SY 30 250 SY 33 400 SY 34 250 TON 35 100 SY 36 10 EA 37 15 EA 38 100 EA 45 200 SY 47 200 SY ADJUST WATER VALVES AND INSTALL CONCRETE PAD MISC. SPRINKLER SYSTEM ADJUSTMENTS ST. AUGUSTINE SOD BERMUDA SOD 6" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 3/8" STEEL ON 18" CENTERS 8" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 1/2" STEEL ON 18" CENTERS UNCLASSIFIED EXCAVATION TYPE I FLEXBASE COMPACTED FILL/EMBANKMENT ADJUST MANHOLE AND INSTALL CONCRETE PAD HYDRATED LIME REMOVE ASPHALT PAV. AND BASE TO DEPTH 8" INSTALL 2" TYPE D HMAC PAVEMENT (SEE COD DETAIL) INSTALL 2" TYPE B HMAC PAVEMENT (SEE COD DETAIL) INSTALL 4" TYPE B HMAC PAVEMENT (SEE COD DETAIL) REPAIR BASE FAILURE WITH ASPHALT TO A DEPTH OF 12" SAW CUT (EXISTING ASPHALT) SAW CUT (EXISTING CONCRETE) CONCRETE CURB & GUTTER ( WITH FIBERS) REMOVE CONCRETE CURB & GUTTER REMOVE CONCRETE DRIVEWAY & SIDEWALK INSTALL LIME AT THE PRESCRIBED RATE TO A DEPTH OF 12" Project Name From Westgate Dr Fladger Westgate Dr. Product Description SECTION I. NUMBER OF CALENDAR DAYS TO COMPLETE STREET Exhibit F Page 10 of 13 Sections A-L: Fill out the number of calendar days needed to complete each street. Total days should not exceed one calendar year, and must match the number of days referenced in Line Items detail. # of Days To Length SY Lane Miles Aileen 1049 4980 0.85 Pricing Item # Est. Qty.UOM 1 500 LF 2 500 LF 4 2200 LF 15 2200 SY 16 600 SY 17 5000 SY 18 163 TON 21 4500 SY 24 5000 SY 26 4500 SY 27 4500 SY 28 500 SY 29 600 SY 30 300 SY 33 500 SY 34 250 TON 35 100 SY 36 10 EA 37 15 EA 38 100 EA 45 60 SY 47 250 SY 48 50 SY 49 50 SY 50 20 SY 51 150 SY 52 150 SF 53 200 SY 54 2 LS 55 100 SY 58 2 EA 59 2 EA CONCRETE FLUMES 6" - 11' WIDE W/6" CURBS 10' TYPE I WHEEL CHAIR RAMP (ALL WITH ADA BRICK INSERTS) 8' TYPE I WHEEL CHAIR RAMP (ALL WITH ADA BRICK INSERTS) EXCAVATE EXTRA DEPTH UP TO 6' AND COMPACT COD STANDARDS 5' X 5" JUNCTION BOX (0' TO 6' DEPTH) CONCRETE RIP-RAP AND DRAINAGE FLUMES 6" ST. AUGUSTINE SOD BERMUDA SOD CONCRETE FLUMES 6" - 7' WIDE W/6" CURBS CONCRETE STEPS CONCRETE MEDIANS PATTERNED 4" CONCRETE FLATWORK (COLORED/TEXTURED) UNCLASSIFIED EXCAVATION TYPE I FLEXBASE COMPACTED FILL/EMBANKMENT ADJUST MANHOLE AND INSTALL CONCRETE PAD ADJUST WATER VALVES AND INSTALL CONCRETE PAD MISC. SPRINKLER SYSTEM ADJUSTMENTS INSTALL 2" TYPE D HMAC PAVEMENT (SEE COD DETAIL) INSTALL 2" TYPE B HMAC PAVEMENT (SEE COD DETAIL) INSTALL 4" TYPE B HMAC PAVEMENT (SEE COD DETAIL) REPAIR BASE FAILURE WITH ASPHALT TO A DEPTH OF 12" 6" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 3/8" STEEL ON 18" CENTERS 8" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 1/2" STEEL ON 18" CENTERS CONCRETE CURB & GUTTER ( WITH FIBERS) REMOVE CONCRETE CURB & GUTTER REMOVE CONCRETE DRIVEWAY & SIDEWALK INSTALL LIME AT THE PRESCRIBED RATE TO A DEPTH OF 12" HYDRATED LIME REMOVE ASPHALT PAV. AND BASE TO DEPTH 8" Pandhandle St Malone Panhandle St. Product Description SAW CUT (EXISTING ASPHALT) SAW CUT (EXISTING CONCRETE) SECTION J. NUMBER OF CALENDAR DAYS TO COMPLETE STREET Project Name From Exhibit F Page 11 of 13 Sections A-L: Fill out the number of calendar days needed to complete each street. Total days should not exceed one calendar year, and must match the number of days referenced in Line Items detail. 60 4 EA 61 4 EA 62 2 EA 63 2 EA 64 2 EA 65 2 EA 66 2 EA 67 2 EA 68 2 EA 69 4 EA 70 5 EA 71 5 EA 8' TYPE II WHEEL CHAIR RAMP (ALL WITH ADA BRICK INSERTS) 6' TYPE II WHEEL CHAIR RAMP (ALL WITH ADA BRICK INSERTS) RING & COVER (INLETS 30" LOCKING 124C) RING & COVER (INLETS 24" LOCKING 124C) 10' INLET -REBUILT INLET (REMOVE & REPLACE TOP) 8' INLET -REBUILT INLET (REMOVE & REPLACE TOP) 6' INLET -REBUILT INLET (REMOVE & REPLACE TOP) 4' INLET -REBUILT INLET (REMOVE & REPLACE TOP) 10' TYPE III WHEEL CHAIR RAMP (ALL WITH ADA BRICK INSERTS) 8' TYPE III WHEEL CHAIR RAMP (ALL WITH ADA BRICK INSERTS) 10' TYPE II WHEEL CHAIR RAMP (ALL WITH ADA BRICK INSERTS) 6' TYPE I WHEEL CHAIR RAMP (ALL WITH ADA BRICK INSERTS) Exhibit F Page 12 of 13 Sections A-L: Fill out the number of calendar days needed to complete each street. Total days should not exceed one calendar year, and must match the number of days referenced in Line Items detail. # of Days To Length SY Lane Miles Pinckney 447 1539 0.26 Pricing Item # Est. Qty.UOM 1 250 LF 2 250 LF 4 1000 LF 15 1000 LN 16 250 SY 17 1600 SY 18 52 TON 21 1400 SY 24 1600 SY 26 1400 SY 27 1400 SY 28 500 SY 29 250 SY 30 100 SY 33 500 SY 34 250 TON 35 100 SY 36 10 EA 37 15 EA 38 100 EA 47 150 SY COMPACTED FILL/EMBANKMENT ADJUST MANHOLE AND INSTALL CONCRETE PAD ADJUST WATER VALVES AND INSTALL CONCRETE PAD MISC. SPRINKLER SYSTEM ADJUSTMENTS BERMUDA SOD INSTALL 4" TYPE B HMAC PAVEMENT (SEE COD DETAIL) REPAIR BASE FAILURE WITH ASPHALT TO A DEPTH OF 12" 6" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 3/8" STEEL ON 18" CENTERS 8" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 1/2" STEEL ON 18" CENTERS UNCLASSIFIED EXCAVATION TYPE I FLEXBASE REMOVE CONCRETE DRIVEWAY & SIDEWALK INSTALL LIME AT THE PRESCRIBED RATE TO A DEPTH OF 12" HYDRATED LIME REMOVE ASPHALT PAV. AND BASE TO DEPTH 8" INSTALL 2" TYPE D HMAC PAVEMENT (SEE COD DETAIL) INSTALL 2" TYPE B HMAC PAVEMENT (SEE COD DETAIL) May Street Product Description SAW CUT (EXISTING ASPHALT) SAW CUT (EXISTING CONCRETE) CONCRETE CURB & GUTTER ( WITH FIBERS) REMOVE CONCRETE CURB & GUTTER SECTION K. NUMBER OF CALENDAR DAYS TO COMPLETE STREET Project Name From May Street Hendrson Exhibit F Page 13 of 13 Sections A-L: Fill out the number of calendar days needed to complete each street. Total days should not exceed one calendar year, and must match the number of days referenced in Line Items detail. # of Days To Length SY Lane Miles Green Lee 2411 2411 0.41 Pricing Item # Est. Qty.UOM 1 600 LF 2 600 LF 4 1300 LF 15 1300 LN 16 150 SY 17 2500 SY 18 81 TON 21 2200 SY 24 2500 SY 26 2200 SY 27 2200 SY 28 500 SY 29 500 SY 30 500 SY 33 500 SY 34 250 TON 35 100 SY 36 10 EA 37 15 EA 38 100 EA 45 50 SY 47 200 SY ADJUST WATER VALVES AND INSTALL CONCRETE PAD MISC. SPRINKLER SYSTEM ADJUSTMENTS ST. AUGUSTINE SOD BERMUDA SOD 6" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 3/8" STEEL ON 18" CENTERS 8" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 1/2" STEEL ON 18" CENTERS UNCLASSIFIED EXCAVATION TYPE I FLEXBASE COMPACTED FILL/EMBANKMENT ADJUST MANHOLE AND INSTALL CONCRETE PAD HYDRATED LIME REMOVE ASPHALT PAV. AND BASE TO DEPTH 8" INSTALL 2" TYPE D HMAC PAVEMENT (SEE COD DETAIL) INSTALL 2" TYPE B HMAC PAVEMENT (SEE COD DETAIL) INSTALL 4" TYPE B HMAC PAVEMENT (SEE COD DETAIL) REPAIR BASE FAILURE WITH ASPHALT TO A DEPTH OF 12" SAW CUT (EXISTING ASPHALT) SAW CUT (EXISTING CONCRETE) CONCRETE CURB & GUTTER ( WITH FIBERS) REMOVE CONCRETE CURB & GUTTER REMOVE CONCRETE DRIVEWAY & SIDEWALK INSTALL LIME AT THE PRESCRIBED RATE TO A DEPTH OF 12" Project Name From Ave A Ave A/McCormick Ave A Product Description SECTION L. NUMBER OF CALENDAR DAYS TO COMPLETE STREET