7/18/2014
- UCTURE REVISION NO REVISIONS DATE BY DIICT COUNTY ROUTE SECTION SHEET - SEE SPECIAL PROVISIONS SUMMARY 3-0 BRADFORD ALBANY TOWNSHIP T-410 4 OF 8 QUANTITY ITEM NO UNIT DESCRIPTION DESIGN NO FOR TAB SEE SHEET QUANTITY ITEM NO UNIT DESCRIPTION DESIGN NO FOR TAB SEE SHEET QUANTITY ITEM NO UNIT DESCRIPTION DESIGN NO FOR TAB SEE SHEET QUANTITY ITEM NO UNIT DESCRIPTION DESIGN NO FOR TAB SEE SHEET 38 37 4201 0001 LS 0203 0001 0204 0100 CLEARING AND GRUBBING (INCLUDES REMOVAL OF LOAD POSTING SIGNS, HAZARDOUS CLEARANCE MARKERS, AND DELIVERY OF SIGNS TO TOWNSHIP) CLASS 1 EXCAVATION CLASS 3 EXCAVATION NO TAB 10 2 6 0937 0113 0941 0001 1001 0001 GUIDE RAIL MOUNTED DELINEATOR TYPE D, (W/B) RESET POST MOUNTED SIGNS, TYPE B (RESET ONE LANE BRIDGE SIGNS) CLASS AA CEMENT CONCRETE 9 42 41 86 86 8 86 86 020 0100 420 0368 TON 0212 0002 4309 0023 030 0106 030 0121 TON 4409 008 0460 0001 FOREIGN BORROW EXCAVATION SELECTED BORROW EXCAVATION ROCK, CLASS R-8 MODIFIED GEOTEXTILE, CLASS 2, TYPE A SUPERPAVE ASPHALT MIXTURE DESIGN, HMA BASE COURSE, PG 8-28, < 0.3 MILLION ESALS, 2.0 MM MIX, 4 1/2" DEPTH MODIFIED SUBBASE 6" DEPTH (NO. 2A) SUBBASE (NO. 2A) SUPERPAVE ASPHALT MIXTURE DESIGN, HMA WEARING COURSE, PG 8-28, < 0.3 MILLION ESALS, 9. MM MIX, 1 1/2" DEPTH, SRL-L MODIFIED BITUMINOUS TACK COAT 2 39 4244 12 68 663 8 1001 0010 1001 0730 1002 003 LB 1003 0008 1018 000 LS 1019 000 100 0020 LB 100 0080 CLASS A CEMENT CONCRETE SELECTED BORROW EXCAVATION, UCTURE BACKFILL REINFORCEMENT BARS, EPOXY COATED DOWEL HOLES, 18" DEPTH REMOVAL OF PORTION OF EXISTING BRIDGE PROTECTIVE COATING FOR REINFORCED CONCRETE SURFACES (PENETRATING SEALERS, BRIDGE SUPERUCTURE) FABRICATED UCTURAL STEEL PLAIN NEOPRENE BEARING PAD 3 1 94 41 0 7 17 4608 0001 LS 0620 0400 0620 0863 0620 107 LF 0620 1100 LF 4620 1100 LF 0677 0002 TON 0680 0121 0686 000 MOBILIZATION TERMINAL SECTION, SINGLE ANCHOR TERMINAL, BACKSLOPE TYPE 2-S GUIDE RAIL TYPE 2-SC GUIDE RAIL TYPE 2-SC GUIDE RAIL (WITH 22 1/4" OFFSETS) SELECTED MATERIAL SURFACING MEMBRANE WATERPROOFING STEM INSTALLED ON OTHER SURFACES CONUCTION SURVEYING, TYPE D NO TAB NO TAB 368 36 13 0 106 0470 9000 0001 9001 0000 909 2001 LF 98 000 LS SHEAR CONNECTORS ADHESIVE ANCHORS, NO. 4 BAR CLASS AAA CEMENT CONCRETE, LIGHTWEIGHT PA UCTURE MOUNTED GUIDE RAIL BRIDGE BARRIER CONCRETE WASHOUT LS 4 0804 0013 SEEDING AND SOIL SUPPLEMENTS - FORMULA D 2 1 LB 0804 0014 LB 080 0022 SEEDING - FORMULA E MULCHING - AW 31 TON 0867 0012 COMPOST FILTER SOCK, 12" DIAMETER LF SHEET 1 OF 1 P:\8417\8417-001 Bridge A\AT\Albany A.MDB 7/21/2014 7:32:31 AM
TABULATION OF QUANTITIES ROADWAY REVISION NO REVISIONS DATE BY DIICT COUNTY ROUTE SECTION SHEET 3-0 BRADFORD T-410 OF REMARKS SIDE STATIONS 8 0203 CLASS 1 EXCAVATION 0001 020 0100 420 0368 TON 0212 0002 4309 0023 030 0106 030 0121 TON 4409 008 0460 0001 0620 0400 0620 0863 0620 107 LF 0620 1100 LF 4620 1100 LF 0677 0002 TON 0804 0013 LB 0804 0014 LB 080 0022 TON 0867 0012 LF 0937 0113 0941 0001 98 000 LS ITEM NUM UNIT FOREIGN BORROW EXCAVATION SELECTED BORROW EXCAVATION ROCK, CLASS R-8 MODIFIED GEOTEXTILE, CLASS 2, TYPE A SUPERPAVE ASPHALT MIXTURE DESIGN, HMA BASE COURSE, PG 8-28, < 0.3 MILLION ESALS, 2.0 MM MIX, 4 1/2" DEPTH MODIFIED SUBBASE 6" DEPTH (NO. 2A) SUBBASE (NO. 2A) SUPERPAVE ASPHALT MIXTURE DESIGN, HMA WEARING COURSE, PG 8-28, < 0.3 MILLION ESALS, 9. MM MIX, 1 1/2" DEPTH, SRL-L MODIFIED BITUMINOUS TACK COAT TERMINAL SECTION, SINGLE ANCHOR TERMINAL, BACKSLOPE TYPE 2-S GUIDE RAIL TYPE 2-SC GUIDE RAIL TYPE 2-SC GUIDE RAIL (WITH 22 1/4" OFFSETS) SELECTED MATERIAL SURFACING SEEDING AND SOIL SUPPLEMENTS - FORMULA D SEEDING - FORMULA E MULCHING - AW COMPOST FILTER SOCK, 12" DIAMETER GUIDE RAIL MOUNTED DELINEATOR TYPE D, (W/B) RESET POST MOUNTED SIGNS, TYPE B (RESET ONE LANE BRIDGE SIGNS) CONCRETE WASHOUT UNSUITABLE MATERIAL (FOR INFORMATION ONLY) EMBANKMENT (FOR INFORMATION ONLY) 1 2 9.37 12. 4 2 1 31 2 10 ENTIRE PROJECT SHOP FORM 1 PANEL @ 10' RADIUS 1 DELINEATOR RADIUS SECTION, PLACE DELINEATORS @ 37.' (-) TANGENT SECTIONS LT LT & RT 1+78.86 TO 2+24.26 1+78.86 TO 3+12.31 BL 1+83.0 TO 2+08.44 13 38 9 8 8 30 1 2 12. 12. SHOP FORM 1 PANEL @ 10' RADIUS BL RT 1+83.0 TO 3+70.00 1+90.38 TO 2+37.81 BL 43 43 43 43 SHOP FORM 1. PANELS @ 2' RADIUS LT 1 18.7 9.37 12. 2+08.44 TO 2+33.44 2+.06 TO 2+99.48 BL 43 43 43 43 2+9.43 TO 2+84.43 42 41 1 2 9.37 12. SHOP FORM 1 PANEL @ 10' RADIUS RT RT 2+64.98 TO 2+86.17 2+69.08 TO 3+12.31 BL 2+84.43 TO 3+70.00 44 38 9 42 41 86 86 8 86 86 3 1 93.7 40.62 0 7 4 2 1 31 10 2 8 30 TOTALS SHEET 1 OF 1 P:\8417\8417-001 Bridge A\AT\Albany A.MDB 7/21/2014 7:31:7 AM
7/18/2014 /
- UCTURE REVISION NO REVISIONS DATE BY DIICT COUNTY ROUTE SECTION SHEET - SEE SPECIAL PROVISIONS SUMMARY 3-0 BRADFORD ALBANY TOWNSHIP T-377 4 OF 7 QUANTITY ITEM NO UNIT DESCRIPTION DESIGN NO FOR TAB SEE SHEET QUANTITY ITEM NO UNIT DESCRIPTION DESIGN NO FOR TAB SEE SHEET QUANTITY ITEM NO UNIT DESCRIPTION DESIGN NO FOR TAB SEE SHEET QUANTITY ITEM NO UNIT DESCRIPTION DESIGN NO FOR TAB SEE SHEET 4 13 4201 0001 LS 0203 0001 020 0281 CLEARING AND GRUBBING (INCLUDES REMOVAL OF LOAD POSTING SIGNS, HAZARDOUS CLEARANCE MARKERS, AND DELIVERY OF SIGNS TO TOWNSHIP) CLASS 1 EXCAVATION SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 1 NO TAB 1 27 9 08 0003 0867 0012 LF 0937 0113 PUMPED WATER FILTER BAG COMPOST FILTER SOCK, 12" DIAMETER GUIDE RAIL MOUNTED DELINEATOR TYPE D, (W/B) 69 74 8 12 162 162 6 162 162 4 88 13 0 41 18 2 420 0366 TON 0212 0002 0212 0014 4220 0020 4309 0023 030 0106 030 0121 TON 4409 008 0460 0001 4608 0001 LS 0620 0400 0620 107 LF 0620 1100 LF 4620 1100 LF 0677 0002 TON 0680 0121 0686 000 LS 0804 0011 SELECTED BORROW EXCAVATION ROCK, CLASS R-6 MODIFIED GEOTEXTILE, CLASS 2, TYPE A GEOTEXTILE, CLASS 4, TYPE A FLOWABLE BACKFILL, TYPE C MODIFIED SUPERPAVE ASPHALT MIXTURE DESIGN, HMA BASE COURSE, PG 8-28, < 0.3 MILLION ESALS, 2.0 MM MIX, 4 1/2" DEPTH MODIFIED SUBBASE 6" DEPTH (NO. 2A) SUBBASE (NO. 2A) SUPERPAVE ASPHALT MIXTURE DESIGN, HMA WEARING COURSE, PG 8-28, < 0.3 MILLION ESALS, 9. MM MIX, 1 1/2" DEPTH, SRL-L BITUMINOUS TACK COAT MOBILIZATION TERMINAL SECTION, SINGLE TYPE 2-S GUIDE RAIL TYPE 2-SC GUIDE RAIL TYPE 2-SC GUIDE RAIL (WITH 22 1/4" OFFSET BLOCKS) SELECTED MATERIAL SURFACING MEMBRANE WATERPROOFING STEM INSTALLED ON OTHER SURFACES CONUCTION SURVEYING, TYPE D SEEDING AND SOIL SUPPLEMENTS - FORMULA B NO TAB NO TAB 2 13 8 6910 12 112 14782 8 448 21 7 0941 0001 1001 0001 1001 0010 1002 003 LB 1003 0004 1018 000 LS 1019 000 100 0020 LB 100 0080 106 0470 9000 0002 LS 9000 0003 LS 9000 0004 LS 9000 000 LS 9001 0000 909 2001 LF 98 000 LS RESET POST MOUNTED SIGNS, TYPE B (RESET ONE LANE BRIDGE SIGNS) CLASS AA CEMENT CONCRETE CLASS A CEMENT CONCRETE REINFORCEMENT BARS, EPOXY COATED DOWEL HOLES, 10" DEPTH REMOVAL OF PORTION OF EXISTING BRIDGE PROTECTIVE COATING FOR REINFORCED CONCRETE SURFACES (PENETRATING SEALERS, BRIDGE SUPERUCTURE) FABRICATED UCTURAL STEEL PLAIN NEOPRENE BEARING PAD SHEAR CONNECTORS GRS-IBS SUBUCTURE DE-ENGERGIZING OF OVERHEAD POWER LINES EAM DIVERSION STEM CONCRETE WINGWALL REPAIR CLASS AAA CEMENT CONCRETE, LIGHTWEIGHT PA UCTURE MOUNTED GUIDE RAIL BRIDGE BARRIER CONCRETE WASHOUT 1 1 LB 0804 0013 LB 0804 0014 SEEDING AND SOIL SUPPLEMENTS - FORMULA D SEEDING - FORMULA E 1 LB 080 0022 MULCHING - AW TON SHEET 1 OF 1 P:\8417\8417-002 Bridge B\AT\Albany B.MDB 7/21/2014 7:0:14 AM
TABULATION OF QUANTITIES ROADWAY REVISION NO REVISIONS DATE BY DIICT COUNTY ROUTE SECTION SHEET 3-0 BRADFORD T-377 OF REMARKS SIDE STATIONS 7 0203 CLASS 1 EXCAVATION 0001 020 0281 420 0366 TON 0212 0002 0212 0014 4220 0020 4309 0023 030 0106 030 0121 TON 4409 008 0460 0001 0620 0400 0620 107 LF 0620 1100 LF 4620 1100 LF 0677 0002 TON 0804 0011 LB 0804 0013 LB 0804 0014 LB 080 0022 TON 08 0003 0867 0012 LF 0937 0113 0941 0001 98 000 LS ITEM NUM UNIT SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 1 SELECTED BORROW EXCAVATION ROCK, CLASS R-6 MODIFIED GEOTEXTILE, CLASS 2, TYPE A GEOTEXTILE, CLASS 4, TYPE A FLOWABLE BACKFILL, TYPE C MODIFIED SUPERPAVE ASPHALT MIXTURE DESIGN, HMA BASE COURSE, PG 8-28, < 0.3 MILLION ESALS, 2.0 MM MIX, 4 1/2" DEPTH MODIFIED SUBBASE 6" DEPTH (NO. 2A) SUBBASE (NO. 2A) SUPERPAVE ASPHALT MIXTURE DESIGN, HMA WEARING COURSE, PG 8-28, < 0.3 MILLION ESALS, 9. MM MIX, 1 1/2" DEPTH, SRL-L BITUMINOUS TACK COAT TERMINAL SECTION, SINGLE TYPE 2-S GUIDE RAIL TYPE 2-SC GUIDE RAIL TYPE 2-SC GUIDE RAIL (WITH 22 1/4" OFFSET BLOCKS) SELECTED MATERIAL SURFACING SEEDING AND SOIL SUPPLEMENTS - FORMULA B SEEDING AND SOIL SUPPLEMENTS - FORMULA D SEEDING - FORMULA E MULCHING - AW PUMPED WATER FILTER BAG COMPOST FILTER SOCK, 12" DIAMETER GUIDE RAIL MOUNTED DELINEATOR TYPE D, (W/B) RESET POST MOUNTED SIGNS, TYPE B (RESET ONE LANE BRIDGE SIGNS) CONCRETE WASHOUT UNSUITABLE MATERIAL (FOR INFORMATION ONLY) EMBANKMENT (FOR INFORMATION ONLY) 2 1 1 1 1 27 2 ENTIRE PROJECT BL 1+.00 TO 1+98.36 26 41 13 13 8 6 9 1 2 6.2 12. 1 2 12. 9 32 SHOP FORM 1 PANEL @ 20' RADIUS 1 DELINEATOR RADIUS SECTION, PLACE DELINEATORS @ 37.' (-) SHOP FORM 1 PANEL @ 20' RADIUS REMOVE TEMPORARY ACCESS ROAD (AS DIRECTED) TEMPORARY ACCESS ROAD (AS DIRECTED) BL RT LT 1+.00 TO 3+2.00 1+80.34 TO 2+23.31 1+80.34 TO 3+08.8 1+8.04 TO 2+23.31 1+8.13 TO 2+34.87 1+8.13 TO 2+34.87 3 39 6 34 3 6 0 0 0 0 83 83 83 83 29 29 29 29 1 12. 12. 1 2 6.2 12. NEAR ROCK PROTECTION FAR ROCK PROTECTION MAINLINE SHOP FORM 1 PANEL @ 20' RADIUS FAR LEFT GUIDE RAIL - SHOP FORM 2. PANELS @ 90' RADIUS AND 1 PANEL @ 20' RADIUS PAVED DRIVE BL BL RT LT RT 1+98.36 TO 2+23.36 2+19.00 TO 2+30.91 2+3.13 TO 2+63.26 2+60.77 TO 3+02.00 2+60.81 TO 2+79.7 2+60.81 TO 3+08.8 2+88.91 BL 3+02.00 TO 3+2.00 1 4 13 69 74 8 12 162 162 6 162 162 4 87. 12. 0 41 2 1 1 1 1 27 9 2 9 TOTALS SHEET 1 OF 1 P:\8417\8417-002 Bridge B\AT\Albany B.MDB 7/21/2014 7:42:42 AM