SAMPLE QUANTITY SHEETS. Sample Quantity Sheets are attached. August 2017 (UNDER REVIEW) CDED F-510

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Bertram Brooks
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1 CDED CHAPTER F Saple Quaniy Shees SAMPLE QUANTITY S Saple Quaniy Shees are aached. Augus 07 (UNDER REVIEW) CDED F-50

2 Clearing () Close Cu () Grubbing SAMPLE - Close Cu Clearing QUANTITIES - MISCELLANEOUS W.P. No Conrac No Locaion and Posiion s HIGHWAY 7 ALTON TOWNSHIP R R L (Slope Flaening Area) R (Slope Flaening Area) R L R L L L R (Slope Flaening Area) 880 DeCAL TOWNSHIP L R Slope Flaening R (Gauhier Road) R (Gavin Road) ha.0 ha 0.36 MINISTRY OF TRANSPORTATION - ONTARIO PH-D

3 (Grading) Earh Excavaion (Grading) Rock Excavaion Rock Face Rock Ebanken Rock Supply Earh Available Earh Required Slope Flaening Earh Bers HIGHWAY HUIBERS TOWNSHIP Cu/Fill Fill Sripping Cu Sripping Muskeg Excavaion Muskeg Backfill Cu/Fill Shaer Fill Sripping Muskeg Excavaion Muskeg Backfill Exra Shaer L R Cu/Fill Fill Sripping Muskeg Excavaion Muskeg Backfill Cu/Fill Shaer Fill Sripping Exra Shaer R L SAMPLE - Earh & Rock QUANTITIES - GRADING Descripion Toal Sripping Sripping Available Top Soil Required Sripping Balance Rearks: Volue adjusen facor for earh have been applied o quaniies shown. W.P. No Conrac No MINISTRY OF TRANSPORTATION - ONTARIO PH-D

4 (Grading) Earh Excavaion (Grading) Rock Excavaion Rock Face Rock Ebanken Rock Supply Earh Available , ,60 3 6, , , Earh Required Slope Flaening Earh Bers Cu/Fill INMAN TOWNSHIP Cu/Fill Shaer Fill Sripping Exra Shaer R L Cu/Fill Shaer Fill Sripping L Lile Lake Road Enrance L Cu/Fill OUTSIDE CONTRACT LIMITS % SAMPLE - Earh & Rock QUANTITIES - GRADING Descripion Toal Sripping Sripping Available Top Soil Required Sripping Balance Rearks: Volue adjusen facor for earh have been applied o quaniies shown. W.P. No Conrac No MINISTRY OF TRANSPORTATION - ONTARIO PH-D

5 Min. Op. W. Crawler Md kg. Renal of Hydraulic B hoe - Dich Cleanou (Earh) 39 h 8 n/a - Dich Cleanou (Rock) n/a 6 - Enrance Closure n/a 3 - Rock in Diches Drill and Blas (Machine Scaling) Rock Excavaion SAMPLE - Renal Equipen and Drill & Blas Rock QUANTITIES - MISCELLANEOUS W.P. No Conrac No Locaion and Posiion s HIGHWAY 7 KOMPON TOWNSHIP L L R L L L L 3+58 L L R R L L L 9+36 CL Culver, boh ends Toal Equipen Renal Hours h 0 6. Quaniy () denoes locaion of work only MINISTRY OF TRANSPORTATION - ONTARIO PH-D

6 [Hand Sprayed] Granular Sealing (kg) [Machine Sprayed] Granular Sealing (kg) [Binder] Tack Coa Asphal Spillways SAMPLE - Granular Sealing HIGHWAY POCION TOWNSHIP R +6.5 R Foreslope +6.5 L Foreslope R L L L SAUNDERS TOWNSHIP R R L L L QUANTITIES - MISCELLANEOUS W.P. No Conrac No Locaion and Posiion s kg ,7 kg ,83 3 MINISTRY OF TRANSPORTATION - ONTARIO PH-D

7 [Surface Course] Superpave.5 [Binder Course] Superpave [50 ] [50 Disribuion] [00 Disribuion] [50 Disribuion] [Deph Varies] 8 30 [Shouldering] Granular B, Type III HIGHWAY /7 SUTCH TOWNSHIP Highway /7 Shoulders L R L : Foreslope - Slope Flaening Area Enrance L L : Foreslope - Slope Flaening Area Trench Reinsaeen L Lane Excavaion 0+67 Enrance R Eas Bound Passing Lane SAMPLE - Superpave & Granulars QUANTITIES - HOT MIX AND GRANULAR W.P. No Conrac No Descripion s Rearks: MINISTRY OF TRANSPORTATION - ONTARIO PH-D

8 [Surface Course] Superpave.5 [Binder Course] Superpave [50 ] [50 Disribuion] [00 Disribuion] [50 Disribuion] [Deph Varies] [Shouldering] 9 87 Granular B, Type III SAMPLE - Superpave & Granulars QUANTITIES - HOT MIX AND GRANULAR W.P. No Conrac No Descripion s Wes Bound Passing Lane L Tallari Road (R Turn Lane) 5+8 Trench Reinsaeen L Enrance New Snow Plough Turn-Around L Trench Reinsaeen L : Foreslope - Slope Flaening Area L Enrance R Shld Excavaion L : Foreslope - Slope Flaening Area ,80 5, ,0 6 0,5 7 Rearks: MINISTRY OF TRANSPORTATION - ONTARIO PH-D

9 U lying Gran. [] Recla. of Bi.Pav & In-Place Full Deph [Sraigh] [OPSD 600.0] Concree Curb and Guer [Terinaion] [OPSD ] Concree Curb and Guer [OPSD Degree] Oules Concree Guer Asphal Ruble Srips - [0 ] Parial Deph Reclai Asphal Paveen Full Deph Reclai Asphal Paveen - SAMPLE - In-Place Full Deph, C&G, Ruble Srips, and Reclai QUANTITIES - MISCELLANEOUS W.P. No Conrac No Locaion and Posiion s HIGHWAY 7 McGRATH TOWNSHIP R R L R R L L L L R R R L Provide 5 Thick Asphal Mebrane beween Curb and Bridge MINISTRY OF TRANSPORTATION - ONTARIO PH-D

10 U lying Gran. [] Recla. of Bi.Pav & In-Place Full Deph [Sraigh] [OPSD 600.0] Concree Curb and Guer [Terinaion] [OPSD ] Concree Curb and Guer [OPSD Degree] Oules Concree Guer Asphal Ruble Srips - [0 ] Parial Deph Reclai Asphal Paveen , Full Deph Reclai Asphal Paveen - SAMPLE - In-Place Full Deph, C&G, Ruble Srips, and Reclai QUANTITIES - MISCELLANEOUS W.P. No Conrac No Locaion and Posiion s MILLER TOWNSHIP R L L , , ,0 3. Provide 5 Thick Asphal Mebrane beween Curb and Bridge MINISTRY OF TRANSPORTATION - ONTARIO PH-D

11 and Dich Inles Manholes Cachbasins 600 x 600 and Dich Inles Manholes Cachbasins 00 SAMPLE - MH, CB, & DI QUANTITIES - DRAINAGE, MANHOLES, CATCH BASINS AND DITCH INLETS W.P. No Conrac No Locaion Sr No Saion Offse CL Grae or Cover Type of Srucure Sd No New Grae Sd No s Highway RT Highway RT Highway RT Highway LT Highway RT POCION RIVER BRIDGE % MINISTRY OF TRANSPORTATION - ONTARIO PH-D Slope of Grae Top of Grae Elevaion Low Inver Elevaion Deph of Srucure

12 Cach Basins and DI s Sewers, Manholes, Rock Excavaion for S Pipe Sewer S Pipe Sewer SAMPLE - Pipe Sewers QUANTITIES - SEWERS Inv Elevaion Pipe Fill Maerial Sr. No o Sr. No or Saion o Saion Locaion and Posiion o B B G L o B B G L 6 o G N N L 8 o GB N N L o GB G NG L 9 o G G NG L W.P. No Conrac No s MINISTRY OF TRANSPORTATION - ONTARIO PH-D Upsrea Downsrea Deph of Pipe Bedding Cover Backfill Pipe Joins Pipe Maerial Code - 6 digis defined as noed below: s digi = Concree nd digi = PVC - 50-D 3-00-D - Class 0-65-D - 0-D - Class 30 3rd digi = HDPE - Class RSC Class 0 or RSC 60 - Class 30 - RSC Class 30 or RSC 50 h digi = Galv; 5h digi = Alu & 6h digi = Poly. La. Seel -.6 hick -.0 hick and 3.0 hick and.0 hick 5 -. and 5.0 hick hick hick Noe: 0 for any digi eans ha he pipe aerial is no accepable. Sae pipe aerial wih a higher value is also accepable. Pipe Joins N - no sealed, L or H L - low pressure seal, or H H - high pressure seal Noe: N joins is specified if no code is enered. Pipe Type S - Sooh inner wall pipe C - Corrugaed inner wall pipe Deph o Pipe is fro op of paveen or ground surface a he upsrea inver o op of base pipe opening unless oherwise saed. Pipe Fill Maerial N - Naive or Granular G - or B Type I, II or III B - or B Type II A - U - Unshrinkable fill Noes: N applies o cover and backfill only. leer specifies aerial for all pipes. leer codes specifies fill aerial for rigid and flexible pipes respecively. Specified pipe fill aerials are G for bedding and N for cover and backfill if no code is enered. Ebeden aerial for flexible pipes specified in bedding aerial colun.

13 C S Pipe Culver 600 C S Pipe Culver C S Pipe Culver C S Pipe Culver 975 S Pipe Culver 00 C S Pipe Culver SAMPLE - Pipe Culvers (500, 600, 800, 900, & 000 ) QUANTITIES - PIPE CULVERTS W.P. No Conrac No Ex Pipe Fill Maerial Inv Elev Saion Locaion and Posiion s HIGWAY 57 PRELEY TWP R & 9.6 L SqE 3. G G N N L &. R SqE. G G G N F Enrance R SqE. G G N N L &. R SqE. G G N N McKever Road L SqE 0.8 G G G N F L & 6.5 R SqE. G G N N Enrance R SqE. G G N N R & 7. L SqE 3. G G N N MINISTRY OF TRANSPORTATION - ONTARIO PH-D Culver No Lef Righ Skew No End Finish Deph of Pipe Bedding Cover Backfill Pipe Joins Treaen Upsrea Downsrea Pipe Maerial Code - 6 digis defined as noed below: s digi = Concree nd digi = PVC - 50-D or HE-A - 0-D or HE-III - Class 0-65-D or HE-I 5 - HE-IV - Class D or HE-II 3rd digi = HDPE - Class RSC Class 0 or RSC 60 - Class 30 - RSC Class 30 or RSC 50 h digi = Galv; 5h digi = Alu & 6h digi = Poly. La. Seel -.6 hick -.0 hick and 3.0 hick and.0 hick 5 -. and 5.0 hick hick hick Noe: 0 for any digi eans ha he pipe aerial represened is no accepable. Sae pipe aerial wih a higher value is also accepable. This pipe aerial code applies o all circular and non-circular pipe aerial. Pipe Type S - Sooh inner wall pipe C - Corrugaed inner wall pipe Pipe Joins N - no sealed, L or H L - low pressure seal, or H H - high pressure seal Noe: N joins is specified if no code is enered. End Finish (OPSD ) SqE - Square End B - Bevel Sk - Skew End SB - Sep Bevel ES - Seel end secion Noe: All pipes are SqE and syerical o CL unless oherwise saed. Treaens F - Fros Treaen P - Pave Inver S - Channel Subsrae B - Fish Baffles Deph o Pipe is fro op of road surface a CL o op of base pipe opening direcly below he CL unless oherwise saed. Pipe Fill Maerial N - Naive or Granular G - or B Type I, II or III B - or B Type II A - U - Unshrinkable fill Noes: N applies o cover and backfill only. leer specifies aerial for all pipes. leer codes specifies fill aerial for rigid and flexible pipes respecively. Specified pipe fill aerials are G for bedding and N for cover and backfill if no code is enered. Ebeden aerial for flexible pipes specified in bedding aerial colun. Fros Peneraion Fros Peneraion deph -.

14 C S Pipe Culver 600 C S Pipe Culver C S Pipe Culver C S Pipe Culver 975 S Pipe Culver 00 C S Pipe Culver SAMPLE - Pipe Culvers (500, 600, 800, 900, & 000 ) QUANTITIES - PIPE CULVERTS W.P. No Conrac No Ex Pipe Fill Maerial Inv Elev Saion Locaion and Posiion s COOPER TWP L &.6 R SqE 3.3 G G N N L & 8.5 R SqE 5.5 G G N N Tallari Road R SqE.5 G G G N F Enrance R SqE 0.9 G G N N MINISTRY OF TRANSPORTATION - ONTARIO PH-D Culver No Lef Righ Skew No End Finish Deph of Pipe Bedding Cover Backfill Pipe Joins Treaen Upsrea Downsrea Pipe Maerial Code - 6 digis defined as noed below: s digi = Concree nd digi = PVC - 50-D or HE-A - 0-D or HE-III - Class 0-65-D or HE-I 5 - HE-IV - Class D or HE-II 3rd digi = HDPE - Class RSC Class 0 or RSC 60 - Class 30 - RSC Class 30 or RSC 50 h digi = Galv; 5h digi = Alu & 6h digi = Poly. La. Seel -.6 hick -.0 hick and 3.0 hick and.0 hick 5 -. and 5.0 hick hick hick Noe: 0 for any digi eans ha he pipe aerial represened is no accepable. Sae pipe aerial wih a higher value is also accepable. This pipe aerial code applies o all circular and non-circular pipe aerial. Pipe Type S - Sooh inner wall pipe C - Corrugaed inner wall pipe Pipe Joins N - no sealed, L or H L - low pressure seal, or H H - high pressure seal Noe: N joins is specified if no code is enered. End Finish (OPSD ) SqE - Square End B - Bevel Sk - Skew End SB - Sep Bevel ES - Seel end secion Noe: All pipes are SqE and syerical o CL unless oherwise saed. Treaens F - Fros Treaen P - Pave Inver S - Channel Subsrae B - Fish Baffles Deph o Pipe is fro op of road surface a CL o op of base pipe opening direcly below he CL unless oherwise saed. Pipe Fill Maerial N - Naive or Granular G - or B Type I, II or III B - or B Type II A - U - Unshrinkable fill Noes: N applies o cover and backfill only. leer specifies aerial for all pipes. leer codes specifies fill aerial for rigid and flexible pipes respecively. Specified pipe fill aerials are G for bedding and N for cover and backfill if no code is enered. Ebeden aerial for flexible pipes specified in bedding aerial colun. Fros Peneraion Fros Peneraion deph -.

15 S 3 00 Pipe Culver 600 C S 000 Exension 600 Pipe Culver 000 C S 3 Exension 000 Pipe Culver 00 C S Exension 00 Pipe Culver SAMPLE - Pipe Culvers (00 & Exensions) QUANTITIES - PIPE CULVERTS W.P. No Conrac No Ex Pipe Fill Maerial Inv Elev Saion Locaion and Posiion s HIGWAY 57 PRELEY TWP +905 C/L Exension 6 SqE G G N N L & 9.0 R 95 SqE.5 G G N N B COOPER TWP 0+90 C/L Exension 3 SqE G G N N R & 8.5 L SqE 5.5 G G N N C/L Exension 5 5 SqE G N N N MINISTRY OF TRANSPORTATION - ONTARIO PH-D Culver No Lef Righ Skew No End Finish Deph of Pipe Bedding Cover Backfill Pipe Joins Treaen Upsrea Downsrea Pipe Maerial Code - 6 digis defined as noed below: s digi = Concree nd digi = PVC - 50-D or HE-A - 0-D or HE-III - Class 0-65-D or HE-I 5 - HE-IV - Class D or HE-II 3rd digi = HDPE - Class RSC Class 0 or RSC 60 - Class 30 - RSC Class 30 or RSC 50 h digi = Galv; 5h digi = Alu & 6h digi = Poly. La. Seel -.6 hick -.0 hick and 3.0 hick and.0 hick 5 -. and 5.0 hick hick hick Noe: 0 for any digi eans ha he pipe aerial represened is no accepable. Sae pipe aerial wih a higher value is also accepable. This pipe aerial code applies o all circular and non-circular pipe aerial. Pipe Type S - Sooh inner wall pipe C - Corrugaed inner wall pipe Pipe Joins N - no sealed, L or H L - low pressure seal, or H H - high pressure seal Noe: N joins is specified if no code is enered. End Finish (OPSD ) SqE - Square End B - Bevel Sk - Skew End SB - Sep Bevel ES - Seel end secion Noe: All pipes are SqE and syerical o CL unless oherwise saed. Treaens F - Fros Treaen P - Pave Inver S - Channel Subsrae B - Fish Baffles Deph o Pipe is fro op of road surface a CL o op of base pipe opening direcly below he CL unless oherwise saed. Pipe Fill Maerial N - Naive or Granular G - or B Type I, II or III B - or B Type II A - U - Unshrinkable fill Noes: N applies o cover and backfill only. leer specifies aerial for all pipes. leer codes specifies fill aerial for rigid and flexible pipes respecively. Specified pipe fill aerials are G for bedding and N for cover and backfill if no code is enered. Ebeden aerial for flexible pipes specified in bedding aerial colun. Fros Peneraion Fros Peneraion deph -.

16 [CSP] Culvers and Sewers Reoval of Pipe [CTC] Culvers and Sewers Reoval of Pipe [Eccenric Loader] End Treaens Reoval of Guide Rail [3 Cable] Guide Rail Reoval of Cable Anchor Blocks Reoval of [Wih Channel] Guide Rail [Single Rail] Reoval of Seel Bea SAMPLE - Reovals QUANTITIES - MISCELLANEOUS W.P. No Conrac No Locaion and Posiion s HIGHWAY 7 FALSHAW TOWNSHIP +650 Enrance L C/L 3 +5 C/L (Righ Side) R R R L L L L R CL (00 x 00 CTC) C/L C/L MINISTRY OF TRANSPORTATION - ONTARIO PH-D

17 [500] Rock Proecion Gabions SAMPLE - Rock Proecion & Gabions QUANTITIES - MISCELLANEOUS W.P. No Conrac No Locaion and Posiion s HIGHWAY 599 BEAULIEU TOWNSHIP Ebanken R Ebaken L CL Culver (Righ Side) Ebaken L Ebaken L , Including Geoexile Class II, Non-Woven, FOS 55-0u MINISTRY OF TRANSPORTATION - ONTARIO PH-D

18 [Yellow, 0c] [Double Solid] Paveen Marking [Whie, 0c] [Solid ] Paveen Marking [Whie, 0c] [Broken 3-3-3] Paveen Marking [Whie, 0c] [Broken 3-9-3] Paveen Marking [Solid Whie] Durable Paveen Marking, Signing Traffic Conrol [English] Message Signs Porable Variable [Reove] Signs Ground Mouned [New] Signs Ground Mouned SAMPLE - Paveen Markings QUANTITIES - MISCELLANEOUS W.P. No Conrac No Locaion and Posiion s HIGHWAY /7 THROUGHOUT THE CONTRACT 00 % A Each Lii of Conrac MacARTHUR TOWNSHIP R Wc-03L +33 R Wa-03L +365 R Wc-/Wc L Wc-/Wc- +50 NS80 Snow Plow Turn Around +668 L Wa-3R +759 L Rb L Rb R Wa-3L +070 R Wa Wa-33L % 5 3 LS Reove and Relocae on New Alignen MINISTRY OF TRANSPORTATION - ONTARIO PH-D

19 [Yellow, 0c] [Double Solid] Paveen Marking [Whie, 0c] [Solid ] Paveen Marking [Whie, 0c] [Broken 3-3-3] Paveen Marking [Whie, 0c] [Broken 3-9-3] Paveen Marking [Solid Whie] Durable Paveen Marking, Signing Traffic Conrol [English] Message Signs Porable Variable [Reove] Signs Ground Mouned [New] Signs Ground Mouned SAMPLE - Paveen Markings QUANTITIES - MISCELLANEOUS W.P. No Conrac No Locaion and Posiion s % 5 +5 R Wa-8R +8 R Wa-8L +60 L & R Wa L & R Wa R Rb R Rb L Wa-3R +59 L Wa L Wa-03R +8 R Wa-3R +575 R Township ID Sign 6+76 Rea Road R (60 c Sop Block) 7 SCHMID TOWNSHIP Rba Rb-a Wa-3L 0+8 Wa-03L , LS 5 00 % 00 % Reove and Relocae on New Alignen MINISTRY OF TRANSPORTATION - ONTARIO PH-D

20 [3] Cable Guide Rail Anchor Blocks [9.0] Bea Guide Rail Single Rail Seel [9.0] wih Channel Bea Guide Rail Single Rail Seel Concree Barrier Teporary SAMPLE - Cable GR, Anchor Blocks, SBGR, & Tep Concree Barrier QUANTITIES - MISCELLANEOUS W.P. No Conrac No Locaion and Posiion s HIGHWAY /7 GAUTHIER TOWNSHIP R L L R R L L L R R 7 5 MEDENDORP TOWNSHIP R L L R , , Anchor in Rock Saion 0+3 MINISTRY OF TRANSPORTATION - ONTARIO PH-D

21 Topsoil, Ipored Sodding [Sandard Roadside Mix] Seed and Mulch Barriers Sil Fence Ligh Duy Flow Checks Sraw Bale Turbidiy Curains Coffer Das SAMPLE - Topsoil, Sodding, S&M, Sil Fence, Flow Checks, Curains, and Coffer Das QUANTITIES - MISCELLANEOUS W.P. No Conrac No Locaion and Posiion s HIGHWAY 7 MOUND TOWNSHIP R R Slope Flaening L Slope Flaening L R L R L R R Touris Inforaion Cenre R Touris Inforaion Cenre L +69 R R R +07 L MINISTRY OF TRANSPORTATION - ONTARIO PH-D

22 Topsoil, Ipored Sodding [Sandard Roadside Mix] Seed and Mulch Barriers Sil Fence Ligh Duy Flow Checks Sraw Bale Turbidiy Curains Coffer Das SAMPLE - Topsoil, Sodding, S&M, Sil Fence, Flow Checks, Curains, and Coffer Das QUANTITIES - MISCELLANEOUS W.P. No Conrac No Locaion and Posiion s L L L L Lile Lake R L L Slope Flaening , MINISTRY OF TRANSPORTATION - ONTARIO PH-D

23 [Whie Pine] Heigh Coniferous Trees, [Sugar Maple].0 Heigh Deciduous Trees, Landscape Planing Warrany for Mainenance and [MTOD 9.30] Aenuaing Terinal Seel Bea Energy Landscaping SAMPLE - Trees, SBEAT, & Landscaping QUANTITIES - MISCELLANEOUS W.P. No Conrac No Locaion and Posiion s HIGHWAY 6 TOWNSHIP DeCAL R Touris Inforaion Cenre R Touris Inforaion Cenre R Touris Inforaion Cenre 00 % R Touris Inforaion Cenre 00 % HIGHWAY /7 TOWNSHIP TALLARI L R L R % 00 % LS 6 00 % 63 LS 6 00 % MINISTRY OF TRANSPORTATION - ONTARIO PH-D

B741 - TEMPORARY CONCRETE BARRIERS - OPSS 741

B741 - TEMPORARY CONCRETE BARRIERS - OPSS 741 B741 - - OPSS 741 741.1 GENERAL Temporary concrete barrier (TCB) is a portable barrier system consisting of freestanding precast concrete segments that are positively connected together to form a continuous