Loading...
HomeMy WebLinkAbout09 - C-3271 Sewer & Storm Drain LiningNovember 8, 1999 CITY COUNCIL AGENDA ITEM NO. 9 TO: Mayor and Members of the City Council FROM: Public Works Department SUBJECT: SEWER AND STORM DRAIN LINING PROJECT - AWARD OF CONTRACT NO. 3271 RECOMMENDATIONS: Approve the plans and specifications. 2. Reject the low bid of G. B. Cooke, Inc., as being non - responsive. 3. Award Contract No. 3271 to the second low bidder, Insituform Technologies, Inc., for the Total Bid Price of $170,001.64, and authorize the Mayor and the City Clerk to execute the contract. • 4. Establish an amount of $10,000.00 to cover the cost of unforeseen work. DISCUSSION: At 2:00 P.M. on Thursday, October 14, 1999, the City Clerk opened and read the following bids for this project: BIDDER TOTAL BID AMOUNT Low G.B. Cooke, Inc. $152,500.00 2 Insituform Technologies $170,001.64 ** 3 National Liner West $190,987.00 *Submitted a "Non- Responsive Bid" by proposing incorrect lining materials * *Corrected Bid Amount The apparent low bidder, G. B. Cooke, Inc., prepared their bid assuming the use of a polyester resin product for the Cured in Place Liner pipe. The polyester resin does not meet the project specifications and will deteriorate over time. When they were informed of this error, they requested that their bid be withdrawn because they would not be able to complete the project with the specified resins. The other two bidders did prepare their documents with the use of approved resin products. The correctly submitted low bidder, Insituform Technologies, Inc., of Santa Fe • Springs, is 12% below the Engineer's Estimate of $193,000.00. Subject: Sewer and Storm Drain Lining Project — Award of Contract No. 3271 November 8, 1999 Page: 2 Insituform Technologies, Inc. possesses a Limited Specialty Classification C -61 contractor's license as required by the project specifications. They have completed numerous projects of this type for many public and private agencies and are considered experts in the field of trenchless cured in -place pipeline systems. The project provides for the insertion of 1200 feet of lining pipe in various 8 -inch sewers. It also includes the replacement of 14 sewer laterals. A majority of the sewer pipe is on Pacific Coast Highway in Corona del Mar between Seaward and Morning Canyon. The sewer main is in the parkway between the sidewalk and the curb (see attached Location Map Exhibit). In addition, there are 2 other sewer mains to be lined within easement areas. One is off Hazel Drive and the other is off Lochmoor Lane in Big Canyon. The project includes the insertion of 105 feet of pipe lining in a 21 -inch storm drain in a side yard easement on Galaxy Drive that outlets to the Back Bay. Another 30 feet is being lined in a catch basin lateral on Santiago Drive. The pipe liner approach to the rehabilitation of pipelines avoids open excavation and trench work within the streets. These particular sewers and storm drains are within easements and parkways where private improvements make open cut construction impossible. There are sufficient funds available in the following account for the work: Account Description Sewer Main Master Plan Improvements Storm Drain Improvement Program Resp ly submi d P IC WO(//Rl®KKS DEPARTMENT Don Webb, Director By: - "r 4jj� MiQfiael J. Sinacori, P.E. Utilities Engineer Attachment: Location Map Bid Summary Account Number Amount 7531- C5600292 $145,511.64 7012- C5100008 $ 34.490.00 Total: $180,001.64 f:Wserslpbv Ashared %coundKy99- 001november- ftewer 8 storm drain a3271.doc 9 • u • u Z U {Y m a ceLU a 00 Z L3 U m IL f�u H � N 11! N F Z u o �qqyy . ff OQ J � D m m 6 z Z d of 8 R O IA NE two z oaaC w m a 0 0 0 0 O G O G O OO 10 Y0 O p O 0 N O W O o 111 N W P ON 1 N W i N w 3 w w o o` N I-1 O M n N O IeOf P 1011 Z? N O N v0f N Ill N N M Ifl N Op 1ZN O O O O n 0 n O O O O O O O O O FF Z O O C1 N Ci N1�1 O N $ O ei O O O O IeOf O P p Op O yr� y1 W Ifl rI C4 N ^ P M U b�� N Ifl N V1 v0f . 1+1 O< P g O W N � tl F N M � * � O � C O o O o g o o O o n rn n rn 0 o O 0 O 0 O 0 O 0 O 0 ZO S N O O O 101! Lq N N Oni N Vf v0f 1101 N .ni N J O O O O O O O O O O Q O O O O O H O Y�1 N YI O Pf O Y1 O n G O N O go u M 0; n �1+Df \ W N �+ N w "' w' N O T � .Pi N ti H0000000 000so wr" 'L $lo°n o�nrvuooi po pop oo 111 pe °o W O O O N O � YI M n e� N n Ifl M N O } J J J J W W YI YI J J J J YI rl rl H m N N .P.1 N rl N � rl sO l M ~ N O CP C N O1 E � a 46 5002 a z z z L .1 ca � L2.3 v E st Lo 2W C C Q C YC �ru E PSpo �E 6 8 Qi C O td C �d1y} V O 3_q_ spy �u duo_____ �FtS�ade1 °a%E� fFD�� m a Z RWER sr. 4 uj M - I S AVE. L z caAsy qp u��aP CITY OF `�`� auEEaca?Grr^ ' 05 COSTA FXRMN0$ y �J cY'e CITY F OF MESA °F �qo �g�o IRVINE MA K7 r Pyc. OJECT L CATIO 4S UPPER \ TARO NEWPOR� ITY U.C.I. l NEW DT N A w BEAC COY v� �' IS RD. RAY �+ c P P4c/p /c VICINITY MAP OC�9N �\ NOT TO SCALE PROJECT LOCATIONS ��0-0 J �,11" ommwu f 2 R 3 fa cr m ams myw SEWER AND STORM DRAIN LINING PROJECT C-32T1