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Home My WebLink AboutDocumentation_Regular_Tab 10C_11/9/1995 MEMORANDUM TO: Thomas G. Bradford, Village Manager FROM: Gary Preston, Director of Public Works DATE: November 2, 1995 SUBJECT: Village Council Agenda Item for November 9, 1995 Cost Proposal for Replacing Drainage Pipe at Intersection of Tequesta Drive and Seabrook Road a n d Request for Capital Improvement Funding Transfer for Payment of Drainage Repairs Please find attached two (2) cost estimates for the replacement of an 18" corrugated metal pipe at the intersection of Seabrook Road and Tequesta Drive. The damage to this drainage pipe is beyond repair and it is the recommendation of Gee &Jenson that this pipe be replaced with a 24" reinforced concrete pipe. The two (2) proposals are from drainage contractors who have provided the Village with excellent service. Gee & Jenson has reviewed the attached bids and recommends awarding the contract to the low bidder, Dawson-Williams, Inc., in the amount of $11,465. Since the start of the FY 96 budget on October 1, 1995, the Village has experienced numerous drainage damage at the following locations: Location Damage Proposed Cost Intersection Seabrook Rd./Tequesta Dr. Corroded Pipe $ 11,465 7 Tradewinds Circle Two Broken Concrete Joints $ 4,800 7 Tradewinds Circle Concrete Seal Cracked at $ 2,700 Bulkhead 20 Tradewinds Circle • Seal Leak at Seawall $ 1,000 Intersection Hickory Hill/Pine Crack at Manhole $ 2,500 Hill Trail West 74 Hickory Hill Corroded Pipe $ 2,000 Intersection Cedar Hill Lane/Chestnut Crack at Inlet Structure $ 1,800 Trail 62 Birch Place Separated Pipe at Joint $ 2,500 Intersection Dover Road/Cedar Avenue Crack at Inlet Structure $ 1,500 178 Country Club Drive Two Broken Concrete Joints $ 3,600 Total $33,865.00 Thomas G. Bradford • RE: Village Council Agenda Item; November 9, 1995 • November 2, 1995 • Page 2 - The FY 96 budget included funding in the amount of $10,000 for drainage repairs. I would ask that the Village Council consider a budget revision from the Undesignated Fund Balance of the Capital Improvement Fund in the amount of $33,865.00 to pay for the above repairs. Gee & Jenson representative Allan F. Oslund, PLS, and myself will be in attendance at the November 9 Council Meeting to answer questions concerning these drainage repairs. GP/mk Attachments VILLAGE OF TEQUESTA REPLACE DRAINAGE PIPE AT SEABROOK/TEQUESTA DRIVE BID TABULATION BIDDER BID AMOUNT Dawson-Williams, Inc. (Jupiter) $ 11 ,465 Four-Jay's Construction (Lake Park) $ 12,250 GEF&JENSON ID :407-686-7446 OCT 31 '95 10 : 11 No .002 P .01 GEE &JENSON Enpincers•lucfrtecle•Floniteto,Inc. One Herverd C•acle West Palm Beach,FL 33400 Telephone(407)603-3301 Fax(407)6136.7440 October 31, 1995 Garnett Williams Dawson & Williams, Inc. 100 Venus Street Jupiter, FL 33458 Re; Replace Storm Sewer at South Intersection of Seabrook and Tequesta Drive, Village of Tequesta Dear Garnett: The Village of Tequesta would like you to provide a cost proposal to perform the following services at the above referenced location. 1. Plug two adjacent catch basins to restrain storm flow. 2. Reroute the storm water with a 6" pump to the south to the nearest catch basin. 3. Saw cut existing asphalt and remove and discard. • 4, Remove 18" CMP and replace with 24" RCP. 5. Provide necessary compaction and rock. 6, Remove "C" catch basin plugs. - • 7. Compact roadbed and install 12" base rock. 8, Install 2-1/2" of S-1 asphalt in two layers. 9. Reinstall traffic loop. 10. Restripe as necessary. Should you like,Mr. Gary Preston with the Village of Tequesta is available for an onsite review of this project to answer any questions which you may have. Please return this proposal to Gary Preston at the Village of Tequesta. Very truly yours, Allan P. Oslund, PLS AFO/bf 96-004/100 • • cc: Gary Preston Richard Staudinger Tom Bradford Post-it'°Fax Note 7671 °°1°io13/ -vas► r • - Te 1 _ Co. Phone fr. Phone o q Fax. } j " to / Fax P. 01 Peg* No. 1 DAWSON-WILLIAMS, INC. PROPOSAL o(_ _Pawl P.O. BOX 1307 �-- JUPITER, FLORIDA 33468-1307 OFFICE: (407) 746-4704 FAX: (407) 743-1538 PROPOSAL SUBMITTED TO: ',mom:575-6240 ' pA—`- NAMEt PAX 575-6 9 11 j/95 Village of Tequesta JOB NAME --- STREET: Sim Sher Replacement STREET: C11Y, Seabrco este Dr. CITY: .�_ I STATE:�^ STATE: ' �Ete7 dttT1: Gary Preston We hereby submit specifications and estirnetes for:Per specifications supplied by Gee & Jenson $11,465.,00 Note: Price includes up to $900.00 for traffic loop. Additional costs are billed @ cost + 15%. Price does not include: Barricades Cost of density testing - Layouts and asbuilts Permits We hereby propose to furnish labor and materials - complete In accordance with the above specifications,Pec ficafiena,for the sy,n of: dollars Is:i 1*,4 ) with payment to be mad.as follows: On lotion All materiel is 9verenfeed to b..s specified.All work to be completed in a workmanttlu manner according to standard practices. Any from above specifications involving extra costs,win be execweel only sport written orders,and will become an extra charge ever and alteration a deviationAl 9 above the estimate. Ali eilmernenu contingent inure+Sal 1,accidents or delays beyond our conic pr s thereafter al the eetien of the undersigned. —oposal "fact se ant within days and is void Authorized Signature Liams ACCEPTANCE OF PROPOSAL The above prices.specifications and conditions ere hereby accepted. You are authorized to do the work as specified.Payment will be made as outlined above. ACCEPTED: Signature Date Signatures _ Four Jay' 1173 Old Dixie Hwy. Lake Park, FL 33403 General Contractor (407) &44.7500 Construction ccc•010$14 fa(Mr)344-75l0 PROPOSAL euusrwtw.nseQ.rtro PkOPOSAL The Wive equasta 575-8200 I Oct. 27, 1995 -- MUT >oe NAME 357 Teauesta Drive Replace Stone Sewer .RAZZ AM)UP ran LOCAT ( T meta FL$3489 Seabrook&Tequesta Dr. DAll cf nA! ATT ENTION:N: xw Gee 6 Jensen,E.A.P. W.Gary Preston We hereby propose to furnish materials and labor necessary for the completion of: The of s corroded 18 inch ated metal gtorm sewer on south side of Tequesta Drive a�oesing Seabrook. The replacemerd sewer will bre a 24 inch,Dot Class 111,reinforced concrete storm pipe. The prefed specdticalty iridudesthe fot}owina: .� 1. prugstinvolismnt csdrii la�ieat,mitt c ncrete rip rap. -.- 2. Re-routhp storm water with 8:purnp. S. Saw cuttlno asphalt. 4. Removal of 113'CMP replace with 24'RCP. 5. Break out axistine_ostett basins for larger pips. 6. Grouting concrete connection to exlstinQ catch basin. 7. R C8 plug's. . bed and ktstall 12 base rock. 9. Instait 2 112 Kiosk in(2}low_, 10. Re-install traffic loop. ' 11. Restripe. • WE moron honk to Moh&nwtorrr!!rod Lilo-wr■plek o m+►alancs eridr above apaoifr.aslora.fordo earn of Twe ye Thousand Two Hundred rlfty Dollars and No Cents ($12,250.00) Parma to be ride es team Al re& eo pktad i t rtbrreil tiabreat war.~MI lo r tpd5atkxr Molest Asy&rttio't a dRieyv+tintibore Taallatias Arstborined ....Mt a!n cow to in aete drryr air rd Apr the okra Crum b b wry Ihs.sum tnd othrrwrwry kMarort,Oa marker sowed ti7RabrrayC.a arrioabrtarrre. Note:Ttigpcapotal sty bewierktvia _ tti wi .... _ within 30 da i. f mASCE Q PROP ISAL Tit slow riots,tp[af atiorr rd creditkrn otidLaory rd se trw8p sretrrrt Too rt arlvirl to to flit rut %PaR ✓tpteiRst Aryitat un Ix tsdt r shard eon.tlr Oren arm to ▪ R terwribilty br mart error's bet Ind OW aft twodrar ttlipsert rritt t t r ketiet el'smolt burr ow Dire of&s rr,et ._._._. _......_.— .r • TnT%1 P.PP i • 1 173 Old Dixie Hwy. • FourJay'S Lake Park, FL 33403 General Contractor (407) 844-7500 Construction CGC-010S 14 Fax(407)844.7510 October 23, 1995 Village of Tequesta 357 Tequesta Drive Tequesta, FL 33469 Attn: Mr. Gary Preston, Director Public Works RE: Storm Sewer at Seabrook Drive immediately south of Tequesta Drive Gentlemen: Our firm is presently under contract to camera the sewer from east to west across the above referenced intersection. The purpose of this visual inspection was to determine the cause of the abrupt depression in the center of Seabrook Road. The depression is obviously the result of a substantial hole in the existing storm sewer. Our office mistakenly thought this sewer was constructed of reinforced concrete, yet later found the sewer to be constructed of corrugated metal. Should the corrosion be the source of this leak, little would be gained to make a local repair. The sewer would simply fall in another location in the near future. We evacuated water and sand from this pipe and photographed the interior from the manhole only. Photos of the existing condition are contained in the appendix of this report and indicate substantial corrosion and damage to this pipe, it's entire length. We are of the opinion corrosion and damage dictates the removal of the entire section of pipe. Any partial repair would be considered not cost effective, in that substantial expense would be incurred and another location would probably corrode through in the near future. Should you concur with our opinion, we will credit the Village for this purchase order and await a design recommendation for removal of the entire section of piping. We would appreciate an . opportunity to bid on this repair project when construction documents are complete. Sincerely yours, JOHN A. PETREIKIS, P.E. cc: Mr. Al Oslund, Gee& Jensen JAP/bjp C:\WPFILES\CORR-95\TEQUESTA L02 - ••tip / 1,e 1` Vim"-, ! . ' I Mkt al-x �i_�y@y?k � . ' Af - `;,.► '' .a- rr t. Photo 1 - Water leaking out of holes in top of pipe. Pipe very corroded. r ... r- r Ole l•"(f00000:•:e'''''......-.-......0.400••• •"°..'''..."'- - .%'',011 04.. VIR 4.5°. .111,144•4 sty .� 4 i 3 ._ .: t y Photo 2- Leaking joint at left side with sand and roots penetrating. ........17. ,ditdri:14 ,40041 ,4 rr '� _ _ •r '� - . - 'i. .mil .1 :i ' • Photo 3 - Grass and sand passing thru pipe joint. _ �� it�,i "-,-4..........a-'`.. . ` r,�..�+� r'^...mac.—r... ,.€�, !`r • • .16�'� C -`tom a Photo 4 - Apparent patch of repair area at center of pipe transactions from round to oval.