W721 - W727 - Laserfiche WebLink

Home Browse Search

REMOVING CONCRETE ADJUST METAL BEAM PLACE ASPHALT CONCRETE METAL BEAM GUARD RAILING Location Quantity GUARD RAILING ( MISC . ) AREAS Location Quantit 5 Locations within median Location Quantity Sto. 307+30 to Sta. 307+30 65 L.F. Location QuantityMS W181 at Winedraw Slough (West) 25 L.F. Southbound MS W181 at Winedraw Slough (East) 25 L.F. Sto. 308+52 to Sta. 318+93 1 ,066 L.F. Sta. 307+30 to Sta. 307+64± 15 S.Y. BR. 29C- 143 at Pixley Slough (West) 25 L.F. Sta. 373+82 to Sta. 381 +70 797 L.F. Sta. 390+57± to Sta. 392+87.5± Lt. 230.5 L.F. (Median Paving at s/o Eight Mile Rd) BR. 29C- 143 at Pixley Slough (East) 25 L.F. Sta. 382+84 to Sto. 390+82 808 L.F. Sta. 393+25± to Sta. 393+90± (Lt.) 65 L.F. Sta. 425+ 11 to Sta. 433+ 14 825 L.F. Sta. 394+15± to Sta. 397+32± (Lt.) 317 L.F. Sta. 308+33± to Sta. 318+93± 1 ,533 S.Y. BR. 29C- 144 at W.I.D. Canal (West) 34.375 L.F. (Median Paving at n/o Eight Mile Rd) BR. 29C- 144 at W.I.D. Canal (East) 34.375 L.F. Total 3,561 L.F. Total 612.5 L.F. Sta. 373+82± to Sta. 381 +70± 986 S.Y. Sta. 392+87.5 to Sta. 393+25 (68'± Lt.) 37.5 L.F. (Median Paving at s/o Ham Lane) Sta. 393+90 to Sto. 394+ 15 (68'± Lt.) 25 L.F. Sta. 382+84± to Sta. 390+82± 989 S.Y. Sto. 397+32± to Sta. 397+57± (68'± Lt.) 25 L.F. (Median Paving at n/o Ham Lane) Total 256.25 L.F. PAVEMENT REPAIR CLEARING AND GRUBBING Sta. 425+ 11 ± to Sta. 433+ 14± 1 ,025 S.Y. Location Quantity Location Quantity (Median Paving at s/o Armstrong Rd) 99 Locations throughout project 2,785 S.Y. Sta. 306+00 to Sta. 432+80 Lump Sum Total 4,548 S.Y. SINGLE THRIE BEAM RAILING Location Quantity PLANING ASPHALT CONCRETEPLACE A. C . DIKE (TYPE C) MS W181 at Winedraw Slough (West) 25 L.F. SHOULDER BACKING MS W181 at Winedraw Slough (East) 25 L.F. PAVEMENT Location QuantityBR. 29C- 143 at Pixley Slough (West) 31 .25 L.F. Location Quantit BR. 29C- 143 at Pixley Slough (East) 31 .25 L.F. Location Quantity Northbound Northbound: BR. 29C-144 at W.I.D. Canal (West) 50 L.F. Sta. 315+67 to Sta, 316+22 55 L.F. BR. 29C- 144 at W.I.D. Canal (East) 50 L.F. Northbound Sta. 306+50 to Sta. 432+25 1 ,843 Tons Sta. 317+82 to Sta. 319+ 17 135 L.F. Southbound Total 212.5 L.F. Sta. 306+50 to Sto. 306+75 139 S.Y. Sta. 347+53 to Sta. 348+94 141 L.F. Sta. 396+75 to Sta. 399+25 944 S.Y. Sta. 306+75 to Sta. 432+80 2,178 Tons Southbound Sta. 432+00 to Sta. 432+25 161 S.Y. Total 4,021 Tons Sta. 397+32 to Sto. 400+35 303 L.F. Southbound Total 634 L.F. TERMINAL SYSTEM (TYPE ET) Sta. 306+75 to Sta. 307+00 111 S.Y. Sta. 396+75 to Sta. 399+75 1 ,133 S.Y. Location Quantity Sta. 432+37 to Sta. 432+80 182 S.Y. FINISHING ROADWAY Intersections/Frontage MS W181 at Winedraw Slough (West) 1 Each PAVEMENT REINFORCING FABRIC MS W181 at Winedraw Slough (East) 1 Each Eight Mile Road (West) 102 S.Y. Location Quantit BR. 29C- 143 at Pixley Slough (West) 1 Each Eight Mile Road (East) 158 S.Y. Sta. 306+00 to Sta. 432+80 Lump Sum Location Quantity BR. 29C- 143 at Pixley Slough (East) 1 Each Ham Lone (West) 33 S.Y. Northbound BR. 29C-144 at W.I.D. Canal (West) 1 Each Ham Lone (East) 35 S.Y. BR. 29C-144 at W.I.D. Canal (East) 1 Each Sta. 306+50 to Sta. 308+25 (36' Wide) 700 S.Y. Total 2,998 S.Y. DRIVEWAYS (TYPE E) Sta. 308+25 to Sto. 377+50 (24' Wide) 18,467 S.Y. Total 6 Each Sta. 377+50 to Sta. 382+75 (36' Wide) 2,100 S.Y. Location Quantity Sta. 382+75 to Sto. 428+75 (24' Wide) 12,267 S.Y. Sta. 428+75 to Sta. 432+25 (36' Wide) 1 ,400 S.Y. ADJUST FRAME AND COVER 6 Locations 266 S.Y. Southbound TERMINAL SYSTEM (TYPE SRT) ( MAINTENANCE HOLE) Sta. 306+75 to Sta. 308+00 (24' Wide) 333 S.Y. Location Quantity Sta. 308+00 to Sta. 312+50 (36' Wide) 1 ,800 S.Y. Location Quantity Sta. 312+50 to Sta. 382+00 (24' Wide) 18,533 S.Y. BR. 29C- 144 at W.I.D. Canal (SW Quad.) 1 Each DRIVEWAYS (TYPE F) Sta. 382+00 to Sta. 387+25 (36' Wide) 2,100 S.Y. Sta. 308+52± (24'± Lt.) 1 Each Location Quantity Sta. 387+25 to Sta. 432+80 (24' Wide) 12,147 S.Y. Total 69,847 S.Y. TERMINAL SECTION Sto. 319+78± (Levee Access 276 S.Y. ADJUST FRAME AND GRATE Location Quantity (S . D . I . ) ASPHALT CONCRETE (TYPE A) MINOR CONCRETE MS W181 at Winedraw Slough (West) 1 Each (TYPE B3 CURB) MS W181 of Winedraw Slough (East) 1 Each Location Quantit Location Quantit BR. 29C- 143 at Pixley Slough (West) 1 Each Location QuantityBR. 29C- 143 at Pixley Slough (East) 1 Each Sta. 307+37± (85'± Lt.) 1 Each Mainline BR. 29C- 144 at W.I.D. Canal (West) 1 Each Sta. 306+50 to Sta. 432+25 (NB) 12,054 Tons Sto. 307+30 to Sta. 307+64 (Lt. & Rt.) 65 L.F. BR. 29C- 144 at W.I.D. Canal (East) 1 Each Sta. 306+75 to Sta. 432+80 (SB) (Median Paving at s/o Eight Mile Rd) Total 6 Each ADJUST TRAFFIC PULL BOXES Sta. 308+33 to Sta. 318+93 1 ,066 L.F. (Median Paving at n/o Eight Mile Rd) Location Quantity Sta. 373+82 to Sta. 381 +70 797 L.F. ASPHALT CONCRETE (TYPE B 2 locations within median ( ) (Median Paving at s/o Ham Lane) TERMINAL SECTION (TYPE B) Sta. 308+52± (Lt.) 1 Each Location Quantity Sta. 382+84 to Sta. 390+82 808 L.F. Location Quantity Sta. 432+94± Lt. 1 Each (Median Paving at n/o Ham Lane) ( ) Pavement Repair 1 ,626 Tons Sta. 425+ 11 to Sto. 433+14 825 L.F. BR. 29C-144 at W.I.D. Canal (West) 2 Each Total 2 Each Driveways (Type E & F) 44 Tons (Median Paving at s/o Armstrong Rd) BR. 29C-144 at W.I.D. Canal (East) 2 Each Miscellaneous Areas Total 3,561 L.F. Total 4 Each z Median Paving (5 Locations) 757 Tons ADJUST MONUMENT Overside Drain (2 Locations) 2 Tons U FRAME AND COVER A.C. Dike 5 Tons LL Total 2,434 Tons �CfESS�ay� a Location Quantity Sta. 307+89± (83'± Lt.) 1 Each W No. C23341LL V Sta. 308+ 14± (136'± Lt.) 1 Each3 * Exp. 12-31-05 Total 2 Each qF pF��Cp`�EO`��P a. n DRAWN BY ADATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL &/d / COUNTY OF SAN .JOAQUIN NO SCALE SUMMARY OF QUANTITIES WEST LANE RESURFACING NO. SHEETS �( � ,� 1602 f�i�et �� 4 7oL J.4% L (Eight Mile Road to Armstrong Road) 7 7 FILE NAME DRAWER SHEET N ACAD REVISIONS DATE