Loading...
HomeMy WebLinkAbout09 - C-3292 Malibu Circle Slope RepairAugust 23, 1999 CITY COUNCIL AGENDA ITEM NO. 9 TO: Mayor and Members of the City Council FROM: Public Works Department SUBJECT: MALIBU CIRCLE SLOPE REPAIR -AWARD OF CONTRACT NO. 3292 RECOMMENDATIONS: 1. Approve the plans and specifications. 2. Award Contract No. 3292 to Brongo Construction, Inc. for the Total Bid Price of $121,170.00, and authorize the Mayor and the City Clerk to execute the contract. 3. Establish an amount of $12,000.00 to cover the cost of material testing and unforeseen work. DISCUSSION: At 11:00 A.M on August 10, 1999, the City Clerk opened and read the following bids for this project: BIDDER TOTAL BID AMOUNT Low Brongo Construction, Inc. $121,170.00 2 Sim Engineering, Inc. $126,374.95 3 GCI Construction, Inc. $141,745.00 4 Summit Contracting $149,080.00 5 Beador Construction Company $159,450.00 6 Ortiz Enterprises, Inc. $161,490.00 7 L.T. Excavating, Inc. $199,600.00 * Corrected Bid Amount The low total bid amount is 13% below the Engineer's Estimate of $140,000.00. The low bidder, Brongo Construction, Inc. of San Juan Capistrano, possesses a General Engineering Contractor "A" license as required by the project specifications. Brongo has satisfactorily completed similar slope repair projects for other Southern California agencies. The heavy rain storms of 1998 caused a number of slope failures throughout the City. This contract provides for the restoration of approximately 6,300 square feet of failed City slope within the canyon below Malibu Circle just westerly of Spyglass Hill Road. SUBJECT: Malibu Circle Slope Repair —Award of Contract No. 3292 August 23, 1999 Page: 2 The restoration work consists of the removal of sloughed material, the excavation and removal of unsuitable material, the import and placement of stone and top soil and the planting of coastal sage shrubs for slope stabilization and erosion control. There are sufficient funds available in the following account for the work: Account Description Account Number Amount Miscellaneous Slope Repairs 7014 -05100 -508 $131,170.00 Leighton & Associate investigated the slope and made the repair recommendations. The Public Works staff prepared the project plans and specifications. The contract specifications require the Contractor to complete all construction work within 20 consecutive working days, but no later than October 15, 1999. The plant establishment and maintenance period is 120 consecutive calendar days. 2 Re pectfully submitted, &, ;; " PUBLIC WORKS DEPARTMENT Don Webb, Director 0 FongPl, P.E. Associate Engineer Attachment: Project Location Map Bid Summary f:\ users \pbvAshamd\council \fy99 -00 \august- 23\rnalibu c-3292.doc 4 4 r L PROJECT a 0 cyyi' ��0 !O PITAN 1Q' 0 O� N SAN JOAQUIN HILLS RD LOCATION MAP NOT TO SCALE MALIBU CIRCLE SLOPE REPAIR 0-3292 U Q W m O a w Z LL O Z W Q a W Q Y U J m a. W O Q O Q W A ~ 2 Uyy U O O m rn Y J LLI U c U U z Lij O Q N U O m O c J O O W m m 2 U 111 J H H 0 0 o w o Rl W C7 W Q N � K F W W Z Z K CL O e A N E m 2 J0 E a 0 N 0 t3 Cp2 V U m OI m a� 11 N X CA N U m E mJ M E c i 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O p F G G i0 0 0 0 0 0 0 0 0 0 O U O O A A O N N maw �� O 0 ONwwNN�t00o����i» N MO H H H 000, — �`- C Q V J Q � C O O O O O O O O O O O O � O 0 0 0 0 0 0 0 0 0 0 0 0 X lL 0 O 0 o 0 0 0 o 0 0 0 0 0 0 0 O 0 o 0 O 0 O 0 O O 0 N O A M O O I O O - Q W O 0 O O J Z O N r M O O O O N V 0 0 0 0 0 10 0 0 0 0 0 0 0 Fl .O I- O O C l 0 0 0 A Q q 0 0 0 0 m «d Z O O N O A loom-0000 O N W A A N NN O O O h h C6 O M OA V N MN M N dLf; O W A M p 0=lov l« H Q d.�O" -N _N d c Q V) C O O C O O O A W O M O O W E= O 0 O h N C O O 00 N N O V M O 10 W 0 00 O 00 m A V n O O N O O O O O O O z D 0 0� In O N N N O A 0 0 W Z° 00 0 0 0 0 00 0 0 0 0 0 0 0 0 o 0 o 0 0 0 0 0 U H O O O O O O O G G G O O p p Z 0 0 M 0 0 O A 0 0 0 0 O c0 � 1919W� N.- W 00�df 0 0 0 0 0 0 0 0 0 0 0 0 Ci QN O G o�n000000000 O O O O O O G O 0 0 ° E Z O O N N O O C4 N O O O A M N A A'O Oi � c 0 ww�wd'd'wwM�u>w'fl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 F 0 0 N 0 N O 00 N �- O O �0 C O O N O 20 O m D CV CO 0 0 0 �OS6. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SSA 0 0 0 0 U � vi0 O v op 0 000 0 N 0000 0 0 ° � oZ Z N O) O O A O O mm N WOOS 00 = m � N O tM C6 p Oj 10 m t9 O Q O 0 0 0 p 0 0 0 0 0 0 V w Z o 0 o 0 o 0 o 0 0 0 0 0 0 0 0 0 o 0 o 0 o 0 o 0 = N O N t0 O O n M O O p 0 O p0 t0 b Z m o W M o' w.a-• O o W �O N i0 m p W 0 J J U U U F >w- } �w E E 000000000000 o000000AOUloo Z-- A N e- O M W n M •- •- Z d driN oi' vo a mm >>co >z }>¢ mm 0 3 m c a m z a d m d o E Z d L m K c o a d K u a 2 .m Ys N c m oLL.o m d E U o 0 N m f0 c> W y m 'O IL O m 0 O n> y mNpNp=H m S a O U J m m W ° 05 L p�L m o .0028 C d m e 'O c N N Ci 0 > y m w L 0 a W W of C 'n 2 o E2S m v 0 o'Ln o m 2 m n lami - g 2FK�C7K d nE �iiEmt£K O 9 N m W m ? OIL O m 2 ` n O e A N E m 2 J0 E a 0 N 0 t3 Cp2 V U m OI m a� 11 N X CA N U m E mJ M E c i 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 H OOOOO OOO OOO O' OO O U 0 N M M O �O N MO C6 C5 000, — 006 f0 C m _ Q >N � X lL 0 O 0 o 0 0 0 o 0 0 0 0 0 0 0 O 0 o 0 O 0 O 0 O O 0 N O A M O O I O O - Q W O 0 O O J Z O 5 C r Fl .O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 O 0 O O «d F O O O O O 6 C 6 6 O O O Z O O O- CC O N N O O OA V O O) O O O O N O W ° p 0=lov l« e d.�O" -N _ Q _ N mo O O O O O O O O O O O O 0 0� In O N N N O A 0 0 W Z° th V O r � N N O 0 0 0 0 0 0 0 0 0 0 0 0 Ci I-o O G o�n000000000 O O O O O O G O 0 0 ° E Z O O N N O O C4 O O O O A M N A A'O Oi O cd ww�wd'd'wwM�u>w'fl O Q N 2 c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 g 0 0 0 0 U F O O C . 0 0 0 N O 0 0 oZ OO 00 = m � N O tM C6 p Oj 10 m O 0 0 0 p 0 0 0 0 0 0 Z 6666666 i O O O ffpp �COy 0 0 0 �0 0 O 0 IO 0 O 0 O M t0 M O W t0 N O CD O M O p0 t0 b �Hf9� ���� w.a-• H H O 0 E E 000000000000 o000000AOUloo A O M V M O 0. Z driN oi' vo a mm >>co >z }>¢ mm z d 3 'c a m a m m Z L C d d Q m of C 2 1 N c c lami - d O 9 N m W m ? OIL O m 2 ` n OLE c O b p c v o y a_ZL- a c 2 N a c ' �0�CC o U> m N c m c L a m a 1WW!i5( N 'o o m C o m r g� m C $o W E'm aEic L° m `L I- K O U' m ELL E.9 Am -O •- N H O e A N E m 2 J0 E a 0 N 0 t3 Cp2 V U m OI m a� 11 N X CA N U m E mJ M E c i