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HomeMy WebLinkAboutResolution_44-99/00_02/10/2000• • • RESOLUTION N0. 44-99/00 A RESOLUTION OF THE VILLAGE COUNCIL OF THE VILLAGE OF TEQUESTA, PALM BEACH COUNTY, FLORIDA, APPROVING A CONTRACT WITH RIC-MAN INTERNATIONAL, INC., OF POMPANO BEACH, FLORIDA, TO PERFORM ALL WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS FOR THE TEQUESTA COUNTRY CLUB/BERMUDA TERRACE WATER MAIN REPLACEMENT AND DRAINAGE SYSTEM IMPROVEMENTS- PHASE I, IN THE TOTAL AMOUNT OF $2,069,000, WITH FUNDS BEING APPROPRIATED FROM WATER ENTERPRISE UNDESIGNATED RESERVES IN THE AMOUNT OF $1,469,000, THE WATER CAPITAL IMPROVEMENT FUNDS IN THE AMOUNT OF $500,000 AND THE STORMWATER UTILITY CAPITAL BUDGET, HAVING A FY 1999/2000 BUDGET ALLOCATION OF $100,000, AND AUTHORIZING THE VILLAGE MANAGER TO EXECUTE THE APPLICABLE CONTRACT ON BEHALF OF THE VILLAGE. THE AWARD OF THIS CONTRACT SHALL BE CONDITIONAL UPON ENCON EXECUTING A CONTRACT FOR THEIR PHASE I SERVICE PROJECT WITH A CONTRACTOR FOR THEIR ASSOCIATED IMPROVEMENTS AND CLARIFICATION OF THE SHALLOWAY, FOY, RAYMAN AND NEWELL LETTER OF FEBRUARY 8, 2000. NOW, THEREFORE, BE IT RESOLVED BY THE VILLAGE COUNCIL OF THE VILLAGE OF TEQUESTA, PALM BEACH COUNTY, FLORIDA, AS FOLLOWS: Section 1. A contract with Ric-Man International, Inc., in the amount of $2,069,000 for the Tequesta Country Club/Bermuda Terrace Water Main Replacement and Drainage System Improvements - Phase I, attached hereto as Exhibit "A" and incorporated by reference as part of this Resolution is hereby approved and the Village Manager is authorized to execute the Contract on behalf of the Village subject to the conditions stated. THE FOREGOING RESOLUTION WAS OFFERED by Councilmember L~ • Dalack who moved its adoption. The motion was seconded by Councilmember SehaL,~r and upon being put to a vote, the vote was as follows: FOR ADOPTION Capretta Dalack Hansen Schauer Walker AGAINST ADOPTION The Mayor thereupon declared the Resolution duly passed and adopted this 10th day of February, A.D., 2000. MAYOR OF TEQUESTA ATTEST: oann Mangan' llo Village Clerk C~.G('' S'GeG rl C. Hansen NMH\WORD\MYDOCUMENTS\RESOLUTIONS\RESOLUTION RICMAN ~~ ~~ ~ • PROPOSAL TO: VILLAGE OF TEQUESTA P.O. BOX 3273 357 TEQUESTA DRIVE TEQUESTA, FLORIDA 33469 FROM : RIC~MAN INI`ERNATIONAL, INC 2601 NW 48TH STREET POMPANO BEACH, FL 33073 (Hereinafter referred to as Bidder) Gentlemen: The undersigned, as Bidder, proposes to furnish all labor, materials, equipment, services, and incidentals necessary to perform all work in accordance with the Contract Documents entitled: Village of Tequesta, Tequesta Country Club/Bermuda Terrace. Water Main Replacement and Drainage System Improvements- ~" Phase I. Bidder has also received addenda numbers 1 through 4 and have included their provisions in this proposal. Bid erd now submits the following and hereby agrees: 1. The only person(s) interested in this bid, or Agreement, as principal are named herein; that the bid is made without connection with any other person, company, or parties making a bid; and that it is in all respects fair and in good faith without collusion or fraud, or other illegal practices. 2. To hold Bid open until an Agreement has been executed between the Village and the accepted Bidder, or until ninety (90) calendar days after the bid opening date, whichever is shorter. 3. To enter into and execute an Agreement on the basis of this Proposal, within twenty (20) calendar days after the notice of award of the Contract is issued. To furnish the 100% Performance Bond and 100% Payment Bond in accordance with the Contract Documents. Failure to execute the Contract and furnish said Bonds within twenty(20) days shall cause bid security to be forfeited, not as penalty, but as fixed and liquidated damages for costs and expenses incurred, payable into the funds of the Village. 4. To start work within ten (10) calendar days of the Date of Commencement as established in the Notice to Proceed. Work shall be completed within- the number of calendar days specified in Article 3 of the Construction Agreement. Addendum 4 Page P-1 99-161 5. In the event of multiplication, addition, or clerical errors on the Proposal Forms, the Village may correct these errors to clarify the Bids. The information which results in the lowest cost to the Village will be considered correct., and therefore utilized. • r 1 U Addendum 4 Page P-2 99-161 Village of Tequesta Tequesta Country Club/Bermuda Terrace Water Main Repl acement and Drainage System Improvements Unit Price Bi d Schedule Item Estimated Estimated No. Description Quantity Unit Price Amount I. WATER MAIN REPLACEMENT A. FAIRWAY EAST & WEST 1. PVC Pipe a. 8" 2, 8 5 0 LF S ~~~ 9 o~OO • b~ b . 6 " 1, 0 7 0 LF $ ~~ C'~C~ S oZ9. ~~ O. C~C~ 2. D.I. Pipe a. 8" 60 LF S 3~DO S oZ.O~-10.00 3. Valves w/Box • a . 8 " RSGV 4 EA S k9O.00 S ~,T,~~ O.00 b. 6" RSGV 2 EA S CogO. oa S ~ i 3 ~O . o0 4. Tapping Sleeve and Valves a. 6" x 6" 1 EA S a~on_cb S ~, 020. 00 5 . Fire Hydrant Assembly 7 EA S I~~o~•~ S /ate ~~. o0 6 . Terminal End w/Blowof f 1 EA y. moo. do S y ~o ~ . ao '~ 7. D.I. Fittings 3,500 LBS S ~.7o S 9 ySO.oo 8 . Sample Points 4 EA $ )30. co S Sao . 00 9 . Main Connection (1) 1 JOB LS S 1~9oD . o0 10. Main Disconnects 1 JOB LS ~ 9 ao.oo 11. Existing Main Abandonment 3,700 LF S x•10 S ~ 7 7D.oo Addendum 4 Page P-3 99-161 • • Item Estimated Estimated No. Description Quantity Unit Price Amount 12. Temporary Road Restoration 13. Driveway Restoration a. Concrete b. Asphalt c. Shell d. Special Treatment 14. Sod 15. Ser vices a. 1" Corp Stop b. 1" Curb Stop c. U-Branch d. 1" Poly e. 8" x 1" Saddle f. 6" x 1" Saddle 16. Air Release Valve 7 o sY S y. l„a S ~ x.02 .oo 37o sY S a~.ao S 9~ C~ ao. o0 1, 050 SY S /O. OD S /D,Srsr~_~n 35 SY $ FlSb $ a9~. 50 255 SY S $7. oo $ ! 3.['~os. CYJ 4,700 SY $ ~-f. IO ~ 14,0?70.00 39 EA S S7. c~_ s a.aa.3 _ o0 64 EA $ G0. 00 S~. ~~/O . no 2 5 EA $ ~d . Oo $ ~~ d,Sa . o0 965 LF $ a. ~O $ a~0afo.So- 2 7 EA $ /SO .00 Y, OSo • d ~-~ 12 EA S / y0. no ~ 1, Lo 8'O. 0 0 1 EA $ /;i?O~. o~ S /~ 300.00 Subtotal, Item A (FAIRWAY EAST & WEST) $ v~ 37, S~y.O~ `~ Addendum 4 Page P-4 99-161 Item Estimated Estimated . No. Description Quantitx .Unit Price Amount B. TEQUESTA CIRCLE/GOLF CLUB CIRCLE 1. PVC Pipe a. 6" 1,250 LF $a~©O $~.(`1C)C~.O~ b . 4 " 18 0 L F S o7.S. G~ ~ Sc~ ~ . 00 2 3 4. • D.I. Pipe 5. 6. 7. 8. 9. 10. 11. 12 13. 14 a. 6" 120 Valves w/Box a. 6" RSGV 2 Tapping Sleeve and Valves a. 8" x 6" 1 Fire Hydrant Assembly 2 Terminal End w/Blowoff 1 D.I. Fittings 1,100 Sample Points 5 Main Connection {2) 1 Main Disconnects 1 Existi-ng Main Abandonment 1,270 Asphalt Road Restoration 120 Driveway Restoration a. Concrete 300 b. Asphalt 400 Sod 1,700 LF $ 3 /. ~C~ 3, 70~0.0~ EA S ~0 9(7 . n n ,~. f . 3 ~O - [7 C~ EA S a. cZ00 . DO S ~ . X00. 00 -~ EA Ana. on S / S Z.[o0o. coo , EA z~.c~o Sy y ~o.aa ~ LBS 5.~. (00 ~.~ • O~ EA S l ~n . 00 S 700. ~ JOB LS S d./O~. c~ ~, JoB Ls S Sao. o0 LF S a•lO o~ 7. SY S Lo. oo S 0. o0 SY $ aCo . OC7 S 7 ~00. DO SY S (Q nD S ~/~nn0. on sY S ~/, /o S ~. 470. ao Addendum 4 Page P-5 99-161 Item Estimated Estimated • No. Description OuantitX Unit Price Amount 15. Ser vices. a. 1" Corp Stop 13 EA S ~57.OD S 7Y/. on b . 1" Curb Stop 23 EA S (20•0o S /, 3~O . oc~ c . U-Branch 10 EA S SD. 00 S Soo, pp d. 1" Poly 390 LF S ~ /O S g/4.Oa e . 6" x 1" Saddle 10 EA s 1 Yo,na S /, yin. ~~ f. 4" x 1" Saddle 3 EA S 130. no S .390. o 0 Subtotal, Item B ~ (TEQUESTA CIRCLE/GOLF CLUB CIRCLE) $ ~9~5~'I7. U~ Addendum 4 Page P-6 99-161 Item Estimated Estimated No. Description OuantitX Unit Price Amount C. FAIRVIEW DP.IVE/RIVER DRIVE AREA 1. PVC Pipe a. 10" 1,120 LF $ ?~?.00 S~I,~YO.~ b. 8" 8,450 LF $ ,~~. DO ~a70,'~00.00 c. 6" 2, 850 LF S c~g 00 S "~, tea. fl 2. D. I. Pipe a. 10" 60 LF ~"~7, 00 S a~ aao, oO b . 8 " 115 LF S ,3 y. c~0 S 9/d. O~ 3. Valves w/Box a . 10 ° RSGV 6 EA S /,0~'~.00 S 7.e200. DO b. 8" RSGV 24 EA S 900.00 S ~l.lp00, 00 c . 6" RSGV 8 EA ~ ~9n. 00 S S Solo. 00 4. Fire Hydrant Assembly 21 EA S /. ~~. o o S ~~ 7.00.00 5 . D. I . Fittings 11, 000 LBS ~ :~. ~O S 30 ~pp•oo 6 . Sample Points 17 EA S / y~ . oo S as 3&0.00 7. Main Connection (4) 1 JOB LS S a.~00. a0 8. Main Disconnects 1 JOB LS S 9x0.00 9. Exist. Main Abandonment 12, 950 LF S oZ ./O ~0?7 19'c~ o0 10. Temporary Road 250 SY Restoration S ~. (00 $ /, /S-D. OZ~ 11. Driveway Restoration ~ a. Concrete 1,300 SY S~~•o0 S1~_~On.00 b . Asphalt 2 , 120 SY S I n. 00 ~ al ~c~0,00 c . Special Treatment 1, 100 SY S S/. on S S(a, (00.00 12 . Sod 16, 850 SY S ~l. lD $ 109 C~.SOO 13 . Air Release Valves 5 EA S 1 ~00. 00 S Cp ,500.Oo • Addendum 4 Page P-7 99-161 Item Estimated Estimated • No. Description OuantitX Unit Price Amount 14. Services a. 1" Corp Stop 132 EA S S2 00 S~Sr,2~1. ob b. 1" Curb Stop 208 EA $ ~O. 00 $ /a, ~~'I~•o0 c . U-Branch 76 EA $ S~ • oD $ 3 00 . ~~ d. 1" Poly 3, 940 LF S oZ, f O $ ~ ~7~/. [70 e. 8" x 1" Saddle 103 EA $ ~SO• 00 S l:S x/56.00 f . 6" x 1" Saddle 26 EA $ J'~(O . DO $ T(s ~-/0.00 g. 10" x 1" Saddle 3 EA $ [~,0. DO $ ~1~0. OCl Subtotal, Item C. (FAIRVIEW DRIVE/ RIVER DRIVE AREA) S o • Addendum 4 Page P-8 99-161 Item • No. Description D. BERMUDA TERRACE 1. PVC Pipe a. 8" b. 6" c. 4" 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. D. T. Pipe a 8" b. 6" Valves w/Box a. 8" b. 6" c. 4" Tapping Sleeves and Valves a. 8" x 8" Fire Hydrant Assembly D. I. Fittings Sample Points Main Connection (2) Main Disconnects Exist. Main Abandonment Temporary Road Restoration Driveway Restoration a. Concrete b. Asphalt c. Special Treatment Sod Asphalt Sidewalk Restoration Air Release Valves Estimated Quantitx Unit 7,320 LF 1,480 LF 160 LF 210 LF 60 LF Price S .3 ~. o0 S ~~'• 00 S ,~,~. 0O S 3 y• o0 S 3/. n~_ Estimated. Amount S~_~ya yo. OD S~1/,yya.oo ~~~/. n o o . 00 19 EA S 900.00 4 EA S ~0 9'O . bO 1 EA S C~/O. O~ 3 EA 13 EA 8,670 LBS 16 EA 1 JOB 1 JOB S ~. yoo. ao S ~~ S'DO. GL7 • s a. so S /YO. o~ LS LS ~, avo. o0 S vZ3. 7011. D6 ~ 7~r~o S o~~ a ~/O . o 0 S ~.~. 00 -~ S 9c~('J. DO 7, 5 6 0 LF S~fD S /.S" g~~. b0 19 0 S Y S y. ~O S ~s 7~/ 0 0 460 SY 505 SY 55 SY 10,200 SY S ~~. oc~ S /0.00 S .~l. o0 S ~. /n S//~o1_~0 S ~ ('~ 5-O . a o S~~~dSoo S c1,/~. Sri. cx~ 10 SY 3 EA S 9y m S ,~.. 9on . oo Addendum 4 Page P-9 99-161 • 16. Services a. 1" Corp Stop b. 1" Curb Stop c. U-Eranch d. 1" Poly e. 8" x 1" Saddle f. 6" x 1" Saddle g. 4" x 1" Saddle 86 EA 144 EA 59 EA 2,300 LF 64 EA 20 EA 2 EA S . S-~ cx~ S `1~ 9a ~ . o0 S ~.OD S ~~ ~oyQ on S Sono ~~,gS'o. ~n s a. ~ ~ S y ~ 30. o0 S /yO • do ~ moo. 00 S /30. oo S ado, on Subtotal, Item D. (BERMUDA TERRACE) ~ ~lja,gy~. d('~ ~ ~. TOTAL, WATER MAIN REPLACEMENT [~ c^/ (Items A-D) S ~~ ~ ~, a OS ~~ '~ • Addendum 4 Page P-10 99-161 ALTERNATE BID ITEMS • OPTION NO.1 (PVC to DIP) I. WATER MAIN REPLACEMENT • Substitute items A.1., B.1., C.1. and D.l., PVC Pipe, with the following: Item Estimated Estimated No. Description Quantit~r Unit Price Amount A. FAIRWAY EAST/WEST 1. DIP a. 8" 2, 850 LF $ ~4.D0 $ 9(o.40T0~ b. 6" 1, 070 LF $ 3.00 $$-T O • 00 B. TEQUESTA CIRCLE/GOLF CLUB CIRCLE 1. DIP a. 6" 1, 250 LF $ .fin. GYM $37t.5'[70.C1J b. 4" 180 LF $a29.no $~;~a.O.OD I C. FA RVIEW DRIVE/RIVER DRIVE 1. DIP a. 10" 1, 120 LF $ 37_ (~O / ~/ b. 8" 8,450 LF $ ~~1. DD $a87.3oo.op c. 6" 2,850 LF $~O.CX~ 00.00 D. BERMUDA TERRACE 1. DIP ,. a. 8" 7, 320 LF $3y. oo $ a~r8 ~~o. cx~ b. 6" 1,480 LF $.30•~ c. 4" 160 LF $ c29.0~ $ ~'!~(940.00 Addendum 4 Page P-11 99-161 • OPTION NO. 2 (PVC to HDPE) I. WATER MAIN REPLACEMENT • Substitute items A.1., B .1., C.1. and D.1., PVC Pipe, and items A.7., B.7., C.5. and D.7 ., D. I. Fittings with the foll owing: .Item Estimated Estimated No. Description OuantitX Unit Price Amount A. FAIRWAY EAST/WEST 1. HDPE a. 8" 2, 850 LF S 3o.oc~ S 8S5on.oo b. 6" 1,070 LF S~(~,no So~7~o~O.pO 7. HDPE FITTINGS a. 8" x 6" Reducer 1 EA S 110. nc~ S l CEO. bO b. 8" 22 1/2° 6 EA S 3q.~n S ~,3y.0o c. 8" TEE 2 EA $ ISO.OO S ,~00 •OU . d. 8" 45° 10 EA S 7~•oO ~ ?$O.oO e . 8 " 9 0 ° 1 EA $ ISO . DO S ~ SO . CX~ f'. 8" x 6" TEE 1 EA S ~3O.o6 S ~,~0• 00 g. 6" 9 0° 1 EA S 9g. ~ S fig. O~ B. TEQUE STA CIRCLE/GOLF CLUB CIRCLE 1. HDPE a. 6" 1, 250 LF S~[n •00 $"3T~nC~.oO b . 4" 180 LF S a~/. ('70 S ~ o~~. 00 7. HDPE FITTINGS a. 8" x 6" TEE 2 EA ~~2n. aO $ ~-L(oO. c~c~ b. 6" 22 '~ 1 EA S 4.00 S 9~• 00 c. 6" x 4" Reducer 1 EA S I _~.OC~ S 1 "~n.Ob d. 4" 45° 2 EA $ $~G~.OC> S ~l ol.~ • Add endum 4 Page P-12 99-167: • Item Estimated Estimated No. Descri ption QuantitX Unit Price Amount C. FAIRVIEW DRIVE/RIVER DRIVE 1. HDPE a. 10" 1, 120 LF s 3a ,nc~ ~~~SBT Y0•cn b. 8" 8,450 LF 530.00 SaS~,~,oo.oo c. 6" 2,850 LF $~~.op S~wo.m 5. HDPE FITTINGS a. 8" 9 0° 2 EA S /DSO.00 S 300 .00 b. 8" TEE 5 EA $ 1 ~D.c`]U S LSD. n0 c. 8" x 6" Reducer 2 EA S /~c~.oo S 3ao.oo d. 8" 45° 15 EA ~ coo S /~/7d,00 e. 8" 11 1/4° 4 EA $ 39.oa $ /SCo.oo t. 8" 22 1/2° 4 EA $ 39.00 $ /SCn.Oo • g. 8" x 6" TEE 4 EA S ~30.0o S `~ao•oo h . 6 " 4 5 ° 9 EA S X18'. 00 ~ ~Sa •Oa I. 6" 90° 2 EA $ 900 $ ~~1'Ca,o6 j . 6 " TEE 1 EA S aG10. co S oZO~, ob k. 6" 22 1/2° 2 EA S `~:00 S l4Co~00 1. 10" 45° 8 EA . S I/d.Dp S ~o.oo m. 10" x 8" Cross 1 EA $ ~, D. oo S cZ~O. 00 n. 10" x 6" TEE 2 EA S aSO. bo $ ~SoO.oo o. 10" 90° 2 EA $ D. ao $ -30'°0 p. 10" 22 1/2° 1 EA S 61.00 S (0/.00 q. 10" TEE 1 EA S /?o,oo S ! ?D~oO r . 10 " x 8 " Reducer 1 EA $ /`~. 00 $ /.90• DO • Addendum 4 Page P-13 99-161 Item • No. Description D. BERMUDA TERRACE 1. HDPE a. 8" b. 6" c. 4" 6. HDPE FITTINGS a. 8" TEE b. 8" x 6" Reducer c. 8" 45° d. 8" 90° e. 8" x 4" TEE f. 8" x 6" TEE • • Estimated Estimated Quantity Unit Price Amount 7,320 LF ~ ~Zn.oO sar9,l~o0.00 1,480 LF S a~_DO ~ ~1,~~.oD 160 LF S ay. oo S 3f~~lo.oo 6 EA S /. D•o6 S 9~n.oo 2 EA S /Go . oa ~ .~,~n. 00 2 6 EA S ~~: 0 0 S o~r O o~~. 0 0 2 EA S /SO. oD S ~~oo . o0 1 EA S X30. d0 ~ a~ O. 00 1 EA S .2 30. 00 S .~3a. 00 Addendum 4 Page P-14 99-161 Item Estimated Estimated No. Description OuantitX Unit Price Amount • II. DRAINAGE SYSTEM IMPROVEMENTS 1. HDPE Pipe a. 42" 825 LF S ~]a.Od S S ~ S/C~n. 00 b. 36" 700 LF $ ~~a.08 $ yc~.DOQf10 c . 30" 980 LF $ SO• CO $ y~. DOO, a0 d. 24" 1, 370 LF ~ ~. Od ~ ~DO.C~~ e . 18" 1, 900 LF $ X00 $ ~ 6 ~nD. 60 2. Elliptical Conc. Pipe d. 34 x 53 (42" EQ) 48 LF $ ~9 00 ~, ~,79'oZ.oO 3. Drainage Structures a. Type "C" 33 EA 00.00 ~ 300• ~O b . Type "E" 12 EA ~ 00 C7J S /9, ~.C~O.O~ c. Type "E" w/weir plate 1 EA .UO ~ a. Oo 3. OO • d . Manhole 4 EA /, (000. C~ ~, ~/Oo. 00 4 . Swale Construction 14, 000 LF $ '~ 00 $S[nrbGY~.00 5. Driveway Restoration . a . Concrete 850 SY $ a3. oD $ 1~~~~0 . CU b. Asphalt 1, 125 SY $ 9• DO S ~O /~.5. 00 c. Shell 25 SY $ ~.DO $ /7S, DD d. Special Treatment 550 SY $ `-ls 00 $ a ~/, 7Sp.00 6. Temporary Road Restoration 1, 200 SY $ ~/. 00 $ C~' ~q0, oQ 7 . Drainage Demolition 1 JOB LS X1-1, O t~U• 00 8. Endwall Construction a . w/ 36" Dia . 1 EA $ ~,~ni~. hp $ a~S00.00 b. w/ 42" Dia. 2 EA $ o~~Snn.c~0 $ ~o00.op c . w/ 3 0" Dia . 1 EA ~._SrlC1. 00 $ ~,~0 O . rn 9 . Connect to Exist . Pipe s 6 EA o. o ~ Ooo. ao Addendum 4 Page P-15 99-161 • • Item No. 10. Estimated Description 4uantitx Unit Repair/Restoration/ Replacem ent of Improvements Between Lots a. Lot 255/256 1 b. Lot 479/480 1 c. Lot 436/437 1 d. Lot 340/341 1 e. Lot 330/331 1 f. Lot 445/446 1 g. Lot 561/562 1 h. Lot 529/530 1 11. Exist.' Pipe Abandonment 350 TOTAL, DRAINAGE SYSTEM IMPROVEMENTS TOTAL, BASE BID (ITEMS I & II) (Water Main Replacement and Drainage System Improvements) a, ~9. ooo . o0 Addendum 4 Page P-16 Estimated Price Amount Job LS $ ~~ DOO. O O Job LS S /,100. 0 0 T Job Ls s ~. ooo_ ~ Job LS $ ~. f)00. ~ -~- Job LS $ I. f~00. ~ Job LS c000. ~ $ / ~; ' Job LS ~.:- ...y Job LS S ~ (~Ob _ dc,~ LF $ Y ~~ ~. ~/~~. ~O 99-161 The following is a complete list of the subcontractors to be used if the undersigned is awarded the Contract for this project. The subcontractors performing more than $25,000 work (equipment and • labor) on this project must be listed below. Subcontractors named below may not be changed by the Contractor. The Owner may request a change under the terms of applicable sections of the General Conditions. Type of Work Name and Address of Subcontractor r ~ LJ Dated this 26 day of JANUARY ~ 2000 month year Contractor : RIC-MAN INTERNATIONAL, INC . CORPORATE Address: SEAL 2601 NW 48TH STREET POMPANO BEACH, FL 33073 By: ~a 1 e: DAVID MANCINI, PRESIDENT Under the laws of the state of FLORIDA: DAVID MANCINI, PRESIDENT 2601 NW 48TH STREET POMPANO BEAC~i, FL 33073 RENE CASTILLO. SECRETARY 2601 NW 48TH STREET' POMPANO BEACH,_ FL 33073 LISA JANKOWSKI, TREASURER 6850 NINETEEDI_MILE ROAD STERLING HEIGHTS, M 48314 • Addendum 4 Page P-17 99-161 TRENCH SAFETY ACT (90-96, Laws of Florida) Bidder acJcnowleges that included in the appropriate bid items of the proposal and in the Total Bid Price are costs for complying with the Florida Trench Safety Act (90-96, Laws of Florida) effective October 1, 1990. The bidder further identifies the costs of such compliance to be summarized below: Trench Safety Unit of Measure Measure Unit Unit Extended (Description) (LF/SF) ~Ouantityl Cost Cost A SLOPE BANKS LF 33_,058 $20.00 $661,160.00 d B . C. D . ~• TOTAL ~ 661 ,160.00 If applicable, the Contractor certifies that all trench • excavation done within leis control in excess of five feet in + depth shall be in accordance with the Florida Department of Transportation's Special Provisions Article 125-1 and Sub-article 12 5-4.1 (TRENCH EXCAVATION SAFETY SYSTEM AND SHORING, SPECIAL-TRENCH EXCAVATION). Failure to complete the above may result in the bid being declared non-responsive. Contractor agrees that the above safety compliances and costs are included in his bid paclcage. Si nature of Bidding Contractor DAVID MANCINI, PRESIDENT • TSA-1 99-161