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HomeMy WebLinkAboutAGENDA REPORT 1993 0519 CC REG ITEM 08H 1IL! VI- ITEM . • R7AR:<. CALIFORN!A Counn�1 Meeting / 1993 AGENDA REPORT CT'ON° "� .d CITY' OF MOORPARK �1 ?, '- e C Int/ or TO: The Honorable City Council g"--FROM: Kenneth C. Gilbert, Director of Public Works DATE: May 11, 1993 (Council Meeting 5-19-93) SUBJECT: Consider Bids for the 1993 Slurry Seal Project OVERVIEW This presents a summary of the bids received for the subject project and a recommendation to award a contract for the work. DISCUSSION A. Background At your meting of March 7, the City Council authorized staff to advertise for receipt of bids for the subject project. B. Scope of Work The streets identified as being in need of slurry seal are shown in Exhibit 1 . A list of those streets is attached as Exhibit 2. In addition to the application of slurry seal to selected streets, the plans and specifications call for the removal and replacement of asphalt in poor condition at certain designated locations and the application of an asphalt leveling course to fill depressions where required. C. Bid Summary SLRY-AW 1993 Slurry Seal Bids Page 2 C. Bid Summary On May 6, bids were received, opened and tabulated. A summary comparison of the bids received is attached as Exhibit 3 . D. Qualification The apparent low bidder, American Asphalt Repair and Resurfacing Company, Inc. , of Redwood City California, is experienced in providing these services. Inquiries made to agencies which have used their services were favorable. Representatives of the company have confirmed their bid price and their interest in doing the work. E. Fiscal Impact 1. Project Cost Estimate -- The March 1993 staff report provided a project cost estimate based on unit price estimates developed by staff. The amount of that estimate was $340,000. A revised project cost estimate based on the bids received is as follows: Element Est Cost (S) • Design $500 • Construction $250,000 • Inspection $15.500 Sub-Total $266,000 Contingency $24 .000 Total $290,000 2 . Budget Amendment -- The amount budgeted (03-1142-903- 0210) for this project, as amended by the City Council on March 7, is $150,000. It is recommend that an additional $140 , 000 be appropriated from the Gas Tax fund and the budget for this project be amended to $290,000. SLRY-AW 1993 Slurry Seal Bids Page 3 RECOMMENDATION 1. Award a contract for the 1993 Slurry Seal Project to American Asphalt Repair and Resurfacing Company, Inc. , in the amount of $248,932. 90. Note: The actual contract price will be based upon the unit prices bid applied to the actual number of quantities required to construct the project. 2 . 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'•+-111 Page 1 1993 Slurry Seal Project 21-Apr-93 ExN„gki2— 'Appandim— ' SLURRY SEAL AREAS Asphalt Slurry Seal File: Slury93.wkl Dimensions Quantity St. List Fill Repair Trash Area Area Length Width Type I Type II Map Code Street From To Day (Tons) (SF) (ft) (ft) (ELT) (ELT) A 1 Trojan Ct Loyola St End Mon 8 800 32 15.14 A 2 Queens Ct Marymount St End Mon 365 34 7.34 A 3 Luther Cir Marymount St End Mon 485 33 9.47 A 4 Loyola St Campus Park Dr End Mon 0.369 5 180 36 3.83 A 5 Marquette St Loyola St 750'+ East Mon 8 759 37 16.61 A 6 Marquette Cir Marquette St End Mon 347 33 6.77 A 7 Reedley St Julliard Ave 1,270'+ East Mon 0.031 1,273 37 27.86 A 8 Julliard Ave Campus Park Dr Reedley St Mon 250 36 5.32 A 9 Loyola P1 Loyola St End Mon 373 32 7.06 A 10 Wheaton Ct Loyola St End Mon 539 32 10.20 A 11 Marymount St Marquette St End Mon 950 36 20.23 A 12 Campus Park Dr Princeton Ave N. to End N/A 24 1830 62 113.46 A 13 Princeton Ave Campus Park Dr Frwy Ramps N/A 1000 67 67.00 A 14 Campus Park Dr Princeton Ave Marquette Cir N/A 0.517 913.5 4290 67 287.43 B 1 Lassen Shasta Ave End Fri 34 80 32 1.51 B 2 Shasta Ave L. A. Ave Sierra Ave Fri 0.198 63 2,250 35 46.59 B 3 Diablo Ave Shasta Ave Sierra Ave Fri 0.054 380 32 7.19 B 4 Palomar Ave Shasta Ave Sierra Ave Fri 0.807 9 380 32 7.19 B 5 Sierra Ave Shasta Ave Poindexter Ave Fri 0.144 176 1,925 35 39.86 B 6 Lassen Ave Sierra Ave End Fri 80 32 1.51 B 7 Whitney Ave Sierra Ave Palomar Ave Fri 0.366 133 770 31 14.12 B 8 Everest Ave Shasta Ave End Fri 100 32 1.89 B 9 Cornett Ave Poindexter Ave End Fri 1.435 334.5 800 37 17.51 Page 2 1993 Slurry Seal Project 21-Apr-93 Appendix 'A' SLURRY SEAL AREAS Asphalt Slurry Seal File: Slury93.wkl Dimensions Quantity 1 St. List Fill Repair Trash Area Area Length Width Type I Type II I Map Code Street From To Day (Tons) (SF) (ft) (ft) (ELT) (ELT) I . B 10 McFadden Ave Poindexter Ave End Fri 1.384 126.1 800 36 17.04 B 11 Sir George Ct Charles St End Tue 542 36 11.54 il B 12 Lucille Ct Charles St End Tue 634 28 10.50 I B 13 Warren Cir Charles St End Tue 329 29 5.64 ' . I B 14 Heddyland Ct Charles St End Tue 634 29 10.88 B 15 Lucille Cir Charles St End Tue 383 29 6.57 B 16 Charles St Spring Rd End Tue 1,640 37 35.90 B 17 City Hall Parking L Three parking lots --- 845 1,422 27 22.71 B 18 Poindexter Ave Gabbert Rd RxR N/A 50 1100 33 36.30 B 19 Gabbert Rd RxR N. to End N/A 4000 20 80.00 B 20 Gabbert Rd RxR L. A. Ave N/A 0.755 138 1525 48 73.20 C 1 Christian Brt St Peach Hill Rd Spring Rd Tue/Fr 0.004 50.24 5,000 40 118.32 C 2 Candlewood Ct Christian Brt St End Fri 580 32 10.98 C 3 Shaddy Point Dr Candlewood Ct Cedarpine Ln Fri 950 32 17.98 C 4 Cedargrove Ln Shaddy Point Dr End Fri 150 43 3.82 C 5 Cedarpine Ln Gunsmoke Rd Christian Brt Fri 1,160 35 24.02 C 6 Gunsmoke N. Cedarpine Ln End Fri 5.5 845 33 16.50 II il C 7 Hillburn Ct Cedarpine Ln End Fri 260 33 5.08 C 8 Deering Ln Cedarpine Ln End Fri 11.6 830 33 16.20 C 9 Donneybrook Ln Cedarpine Ln End Fri 13 1,400 33 27.33 I C 10 Meeham Way Southampton Rd End Fri 21 400 33 7.81 C 11 Oakcliff Dr Christian Brt St End Fri 600 33 11.71 X-2. Page 3 1993 Slurry Seal Project 21-Apr-93 Appendix 'A' SLURRY SEAL AREAS Asphalt Slurry Seal File: Slury93.wkl Dimensions Quantity St. List Fill Repair Trash Area Area Length Width Type I Type II Map Code Street From To Day (Tons) (SF) (ft) (ft) (ELT) (ELT) C 12 Willow Creek Ln N. End S. End Fri 0.197 475 33 9.27 C 13 Atwood Ct Willow Creek Ln End Fri 430 33 8.39 C 14 Hargrove Ct Willow Creek Ln End Fri 300 33 5.86 C 15 Southampton Rd Donneybrook Ln Tierra Rejada Fri 1,300 35 26.92 C 16 Hatfield Ct Weeping Willow Dr End Fri 730 33 14.25 C 17 Weeping Willow Dr Donneybrook Ln End Fri 1,425 33 27.82 C 18 Shaddyknoll Ct Christian Brt St End Fri 225 33 4.39 C 19 Grovedale Ln Cedarpine Ln End Fri 260 33 5.08 C 20 Ashbrook Ln Christian Brt St End Fri 81 475 32 8.99 C 21 Woodlake Manor Cedarpine Ln End Fri 390 33 7.61 C 22 Ashbourne Ln Blairwood Dr End Tue 300 32 5.68 C 23 Cedarpine Ln Christian Brt St Christian Brt Fri 1,300 31 23.84 C 24 Greenbush Ln Trailcrest Dr End Tue 225 32 4.26 C 25 Trailcrest Dr Christian Brt St Blairwood Dr Tue 1,100 32 20.82 C 26 Blairwood Dr Christian Brt St Trailcrest Dr Tue 1,300 33 25.38 C 27 Springtime Ln Blairwood Dr End Tue 200 32 3.79 C 28 Summershade Ln Elmrock Ave End Tue 350 32 6.63 C 29 Elmrock Ave Blairwood Dr Trailcrest Dr Tue 650 32 12.30 C 30 Vinewood Ln Christian Brt St End Tue 510 33 9.96 C 31 Spring Rd L. A. Ave Peach Hill Rd N/A 0.18 75 3,500 45 157.50 C 32 Keisha Dr Southhampton Rd End Tue 600 33 11.71 C 33 Ransom Rd Southhampton Rd End Tue 7 900 33 17.57 C 34 Canyonwood Crt Hidden Pines Crt End Tue 15 750 32 14.20 1(-2. Page 4 1993 Slurry Seal Project 21-Apr-93 Appendix 'A' SLURRY SEAL AREAS Asphalt Slurry Seal File: Slury93.wkl Dimensions Quantity St. List Fill Repair Trash Area Area Length Width Type I Type II Map Code Street From To Day (Tons) (SF) (ft) (ft) (ELT) (ELT) C 35 Hidden Pines Crt Tierra Rejada Rd End Tue 800 33 15.62 C 36 Sunnyslope Place Hidden Pines Crt End Tue 7 280 33 5.47 C 37 Wintergreen Ln Hidden Pines Crt End Tue 600 32 11.36 C 38 Peach Hill Park Both parking lots --- 360 55 11.71 D 1 Heather Ct Courtney St End Tue 290 32 5.49 D 2 Nightingale St Penrose Ave Eldenberry Ave Tue 550 32 10.41 D 3 Courtney St Tierra Rejada Rd Eldenberry Ave Tue 670 32 12.68 D 4 Eldenberry Ave Nightingale St Harvester St Tue 990 32 18.74 D 5 Justin Ct Harvester St End Tue 420 32 7.95 D 6 Harvester St Tierra Rejada Rd Eldenberry Ave Tue 720 36 15.33 D 7 Penrose Ave Nightingale St Harvester St Tue 1,000 31 18.34 D 8 Willow Grove Ct Willow Springs Dr End Tue 535 33 10.44 D 9 Willow Springs Dr Mt Trail St Mt Meadows Dr Tue 15 1,200 32 22.72 D 10 Willow Forest Dr Willow Springs Dr Mt Meadows Dr Tue 1,200 32 22.72 D 11 Willow Hill Dr Willow Springs Dr Mt Meadows Dr Tue 1,730 32 32.75 D 12 Mt Trail St Tierra Rejada Rd N & E to End Wed 2,400 36 51.11 D 13 Summerglen Ct Mt Trail St End Wed 600 32 11.36 D 14 Honeyglen Ct Mt Trail St End Wed 640 32 12.12 D 15 Appleglen Ct Mt Trail St End Wed 600 32 11.36 D 16 Skyglen Ct Mt Trail St End Wed 620 32 11.74 D 17 Cedarglen Ct Mt Meadows Dr End Wed 620 32 11.74 D 18 Stoneyglen Ct Mt Meadows Dr End Wed 420 32 7.95 . X-2. Page 5 1993 Slurry Seal Project 21-Apr-93 Appendix 'A' SLURRY SEAL AREAS Asphalt Slurry Seal File: Slury93.wk1 Dimensions Quantity St. List Fill Repair Trash Area Area Length Width Type I Type II Map Code Street From To Day (Tons) (SF) (ft) (ft) (ELT) (ELT) D 19 Forestglen Ct Mt Meadows Dr End Wed 4 420 32 7.95 D 20 Autumnglen Ct Mt Meadows Dr End Wed 0.027 560 32 10.60 D 21 Sunsetmeadow Ct Country Meadow St End Wed 290 33 5.66 D 22 Vistameadow Ct Country Meadow St End Wed 300 33 5.86 D 23 Terracemeadow Ct Country Meadow St End Wed 570 32 10.79 D 24 Crescentmeadow Ct Wanut Creek Rd End Wed 430 32 8.14 D 25 Sunrisemeadow Ct Terracemeadow Ct End Wed 250 29 4.29 D 26 Autumnmeadow Ct Country Meadow St End Wed 250 29 4.29 D 27 Country Meadow St Wanut Creek Rd End Wed 1,880 35 38.93 D 28 Cedarmeadow Ct Deemeadow St End Wed 340 33 6.64 D 29 Deermeadow St Wanut Creek Rd Cntry Mdow St Wed 630 35 13.04 D 30 Histymeadow St Wanut Creek Rd Ambermeadow St Wed 190 33 3.71 D 31 Ambermeadow St Deemeadow St End Wed 920 32 17.42 D 32 Peach Slope Rd Williams Ranch Rd End Wed 700 32 13.25 D 33 Hillside Dr Wanut Creek Rd Laurel Glen Dr Wed 720 36 15.33 D 34 Laurel Glen Dr Williams Ranch Rd Hillside Dr Wed 500 36 10.65 D 35 Spring Creek Ct Wanut Creek Rd End Wed 3 440 32 8.33 D 36 Williams Ranch Rd L/S Barricade West to end Wed 2.6 940 36 20.02 D 37 Summer St Cliffrose Ave End Wed 590 32 11.17 D 38 Crystal Ranch Rd Wanut Creek Rd Cliffrose Ave Wed 0.030 450 32 8.52 D 39 Oak Glen Ct Crystal Ranch Rd End Wed 260 28 4.31 D 40 Cliffrose Ave Summer St Winter Ave Wed 710 33 13.86 D 41 Winter Ave Cliffrose Ave End Wed 570 32 10.79 X-2 , Page 6 1993 Slurry Seal Project 21-Apr-93 Appendix 'A' SLURRY SEAL AREAS Asphalt Slurry Seal File: Slury93.wkl Dimensions Quantity St. List Fill Repair Trash Area Area Length Width Type I Type II Map Code Street From To Day (Tons) (SF) (ft) (ft) (ELT) (ELT) D 42 Walnut Creek Rd Tierra Rejada Rd N. to Mt Trail Wed 3,900 36 83.06 D 43 Doneva Rd Crystal Ranch Rd End Wed 480 32 9.09 D 44 Westmont Dr Wanut Creek Rd Crystal Ranch RdWed 0.036 560 32 10.60 D 45 Crystal Ranch Rd Wanut Creek Rd West to end Wed 17 1,050 28 17.39 D 46 Hillside Dr Wanut Creek Rd Spring Creek Rd Wed 600 36 12.78 D 47 Spring Creek Rd Wanut Creek Rd West to end Wed 960 32 18.17 D 48 Riverglen St Alderglen St Brookglen St Wed 450 33 8.78 D 49 Alderglen St Wanut Creek Rd West to end Wed 650 33 12.69 D 50 Brookglen St Alderglen St Riverglen St Wed 370 33 7.22 D 51 Sunnyglen Dr Mt Trail Ct E. to Walnut Ck Wed 1,430 33 27.92 D 52 Mt Meadows Dr Tierra Rejada Rd N to Mt Trail Wed 1,140 35 23.60 Total 7 3,195 1,746 815 EXµigrT 3 .+ 0000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 i O 2 00 0 0 0 0 0 0 0 l0 0 Ln V' O o O o \o In o 0 o O O \O C- m 0 O O 01 O O O 01 Y.• 0 N (V O N O O M Y 0 0 0 0 1-I 10 0 00 N O LO N Ln 01 0 CO V' O M 0 N O l0 O M IC C � YNJ a 00 V' O 0 d' 0 01 LC) O In M l0 LO r-1 V' M M 01 01 I CO [Y' 0 .•-1 U M T FCM [0 M N M ~ C. 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