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Documentation_Regular_Tab 9L_11/14/1996
L .:717 Memorandum To: Village Council From: Thomas G. Bradford, Village Manager Date: November 7, 1996 Subject: Seabrook Road/Tequesta Drive Drainage Improvement Project; Consideration of Bid Award; Agenda Item We have decided to place this item on the agenda for Village Council consideration at your meeting on November 14 in order to expedite the work, if at all possible. With the holidays upon us, contractor delays can be anticipated. By moving aggressively to award this job, we are hoping to eliminate as many preliminary activities as possible so that actual construction work can commence as soon as possible. Bid opening for this work is scheduled for November 12, two days prior to your meeting. Accordingly, we are taking the risk that we will be able to analyte the bids and find sufficient _ funding to accomplish all of the work in time. to make a recommendation to you on the night of November 14 . We anticipate that budgetary funds will need to be augmented from other sources in order to accomplish the work, which is diversion of stormwater from Dover Ditch to Tequesta Drive, and extending the drainage system on Seabrook Road as far northward as Willow Road. We anticipate doing the Shay Place work as a change order to the primary contract, assuming that the price for the primary project and the secondary project fall within our funding capability. Should we have difficulty in qualifying the lowest and best bidder, or a funding problem, we will ask that this item be pulled from your agenda for possible consideration at your December 12 Village Council Meeting. TGB/krb council\110796-1.sam . Vi11aL �_;: : � uesta % 15:1/P N 0 V i 4 iM�� MEMORANDUM ,. :.:'s Office TO: Thomas G. Bradford, Village Manager FROM: Allan F. Oslun , Coordinator Stormwater, Utility DATE: November 14, 1996 SUBJECT: Tequesta Drive/Seabrook Road Drainage Modifications Please find enclosed, the Bid Tabulations for the above referenced project . As you will notice, the apparent low bidder (A.K.A. Services) is approximately $200, 000 in excess of the appropriated monies. However, with some modification to the contractor' s scope of work and augmentation, we should be able to proceed with this project in a timely manner. But in order to evaluate our position and work out the specifics, I would request some additional time . Your consideration in this matter is appreciated. AFO/mk Attachs . c: Gary Preston, Director of Public Works BID TABULATION GEE&JENSON Project Name:Master Drainage Bid Date/Time:11/12/96-2:00 P.M. Owner: Village of Tequesta ENGNE ER ARCHITECT3- PLAM1ERs,NC. Improvements for Village of Tequesta Project No: 96-004.03 Conducted By:Gee&Jenson Owner No.: N/A Opening Location:Gee&Jenson Proj.Arch/Eng: Patrick E.High,P.E. Conference Room • • ecurd .......... ��;:;.e``"CF :Satef``�Fbrrn`:>z ' >;' '>Ez><:>€> ��>'�:>�<'�<�>' '» ?>»>s>2zi'Eiz?> :'•.z' ` ' �" :?: ;i3'r'•.•r:;?;::::;:;:.�;•::::::ci.......;:<:::><::::.;><:<::;.:::::«::;:r:. .....,..:•s::>:<::::>::::::::»:::;�::;:.LsiE:::#:;:;::::.:.,.:::.;�:.::::..:..:::s::•:o;;:::.:�;:f'<:;q:i:o<;?..; ::?<::z<::: :a :::i:.:::::;::::ii ........................................::................................:.................................. ,............................................... .. ................................. ...... A F 5;........ .::.�.T E>:.;;:�::.::.....:..:.:.:.::,:tIN17 P 1('t= :.;:;:,,;.:.::>::.::::: :.BIDDE .... ... . �::. RNA ���>?:�:: ::::::>::<'<::;::;';iBG;»>::� •�;::>:>:::;;> :;:::»:>.::�.�:�::;, :.;:.;;;;: ::::.:;::;.: .>:<:;;;•.:;;;::<:;:<;i�:«<;.::.:::;:>.;;.:::.: : :..:...;. .... . ....................... .......:..::..::::.;.:. :;::::::::::::::::::::: ::.;::.;;>;:..;:.;:;>:;;;.>;>._>;;: .>;: .�;;,;;..;>;:::.;:D:;::: :<:;:;>;::;:::.::. da s :•;;.:�;;ITEM�::.,:;:aTEM•;;•.:;;: AKA(Tom Richardson) PH:(561)791-7561 $449,089.00 13676 Hamlin Blvd. FX:(561)791-7565 • West Palm Beach, FL 33412 Giannetti Contracting Corp. (Rich Giannetti) $528,698.50 X X X X X 4371 NW 19th Ave. PH:(954)978-0211 Pompano Beach,FL 33064 FX:(954)978-0331 Louisbourg Construction Corp.(L.E.•Cass-Castener) $541,319.06 X X X X X 4111 SW 471h Ave.,Ste.301 PH:(954)327-9700 Fort Lauderdale,FL 33314 FX:(954)327-0620 Inter County Engineering Inc.(Maurice Hynes) $574,145.00 X X X X X • 1925 NW 181"St. PH:(954)972-9800 Pompano Beach,FL 33069 FX:(954)974-0042 Johnson Davis Inc. (Herbert Johnson) $594,998.00 X X X X X • 604 Hillbrath Drive PH:(561)588-1170 • Lantana,FL 33462 FX:(561)585-5252 Foster Marine Contractors Inc.(Larry B.) $630,588.75 X X X X X 3650 N.Federal Hwy,Ste.213 PH:(954)946-8204 Lighthouse Point,FL 33064 FX:(954)946-8200 BID TABULATION . GEE&JENSON Project Name:Master Drainage Bid Date/Time:11/12/96-2:00 P.M. Owner: Village of Tequesta ENGINEERS-ARCWTECTS- PLANNERS.INC. Improvements for Village of Tequesta Project No: 96-004.03 Conducted By:Gee&Jenson Owner No.: N/A Opening Location:Gee&Jenson Proj.Arch/Eng: Patrick E.High,P.E. • Conference Room bs::;::>:.:::.::::::::.:::::.:.:::�;:•:.;:..>�:>:::.:;:•::;::;>;:;.;:.::,>:.::.;:.;:.;:;<.;;;::.;:.;:.;;;:.:.:::. .:.�.........�:�!..t.........::::::.....:::::::::::: .:Gluaiification�oriri'<>>>>:>::<:::»::�«:»:::............... ....::::::.:,.,.::: TTA ME Y UI N EQ R B•:Bid Secur-i.::.» »:>:::> • T1ME.;;:: . . 1NIT PRfCFS .. .... ..... BIDDER NAME::` ... .......... .:: . :.. . ::;; ........:.. B&B Properties,Inc. (Angelo Barite) $739,532.50 X X X X X 16545 SW Farms Rd. PH:(407)687-2774 -,t • Indiantown,FL 34956 FX:(407)597-5572 Ocean Bay Construction $876,442.51 X X X X X 2200 NW,16th Street PH:(954)960-0130 • Pompano Beach,FL 33069 FX:(954)785-0744 • BID TABULATION MASTER-DRAINAGE SYSTEM IMPROVEMENTS , '°VILLAGE OF TEQUESTA, FLORIDA Engineer's Estimate AKA Services Giannetti Contracting Lotiisbourg Const. Intercounty Eng. Johnson Davis ITEM DESCRIPTION Qty. Unit Unit.Cost Est.Cost Unit Cost • Total Unit Cost Total Unit'Cost Total Unit Cost Total Unit Cost Total A. Paving;Grading&Drainage 1 Maintenance of Traffic • 1 LS $10,000.00 $10,000.00 $5,000.00 $5,000.00 $12,000.00 $12,000.00 $18,450.00 $18,450.00 $18,000.00 $18,000.00 $15,000.00 $15,000.00 2 Floating Turbidity Barrier 80 LF $12.00_ $960.00 $5.00 $400.00 $6.00 $480.00 $12.30 $984.00 $4.00 $320.00 $6.00 $480.00 3 Removal of Existing Structures&Piping a. 30"RCP - 1,540 LF $17.00 $26,180.00 $3.00 $4,620.00 $5.00 $7,700.00 $2.46 $3,788.40 $10.00 $15,400.00 $7.00 $10,780.00 1 15"RCP 398 LF $8.00 $3,184.00 $3.00 $1,194.00 $5.00 $1,990.00 • $1.23 $489.54 $5.00 $1,990.00 $5.00 $1,990.00 c. Type"C"Inlet 1 Ea. $500.00 $500.00 •$500.00 $500.00 $400.00 $400.00 $123.00 $123.00 $500.00 $500.00 $300.00 $300.00 d. Type"D"Inlet 1 Ea. $800.00 $800.00 $500.00 $500.00 $400.00 $400.00 $123.00 $123.00 $500.00 $500.00 $350.00 $350.00 e. Type"E"Inlet 10 Ea. $800.00 $8,000.00 $500.00 $5,000.00 $400.00 $4,000.00 $123.00 $1,230.00 $500.00 $5,000.00 $450.00 $4,500.00 f. Conflict Structure 2 Ea. $800.00 $1,600.00 $1,200.00 $2,400.00 $400.00 $800.00 $369.00 $738.00 $1,000.00 $2,000.00 $950.00 $1,900.00 g.-Concrete Cradle(Outfall) 1 Ea. $800.00 $800.00 $750.00 $750.00 $800.00 $800.00 $92.25 $92.25 $500.00 $500.00 $300.00 $300.00 h. Manholes 4 Ea. $500.00 $2,000.00 $500.00 $2,000.00 $400.00 $1,600.00 $123.00 $492.00 $500.00 $2,000.00 $375.00 $1,500.00 4 Removal of Existing Curb 545 LF $2.50 $1,362.50 $2.00 $1,090.00 $1.50 $817.50 $1.23 $670.35 $5.00 $2,725.00 $2.00 $1,090.00 5 Removal of Existing Pavement(Westwood Ave.) 275 SY $5.00 $1,375.00 $1.00 $275.00 $13.00 $3,575.00 • $1.85 $508.75 $3.00 $825.00 $3.00 $825.00 6 Sidewalk Removal 1,064 LF $2.50 $2,660.00 $1.00 $1,064.00 $1.00 $1,064.00 $1.50 $1,596.00 $2.00 $2,128.00 $1.50 $1,596.00 7 Adjust Sanitary Manhole Top 6 Ea. $300.00 $1,800.00 $350.00 $2,100.00 $300.00. $1,800.00 $215.25 $1,291.50 $250.00 $1,500.00 $300.00 $1,800.00 8 Regular Excavation(swale) 1,800 CY $3.00 $5,400.00 $3.50 $6,300.00 $5.00 $9,000.00 $2.46 $4,428.00 $5.00 $9,000.00 $5.00 $9,000.00 9 Final Dressing 1 LS $3,500.00 $3,500.00 $3,000.00 $3,000.00 $2,400.00 $2,400.00 $9,225.00 $9,225.00 $15,000.00 $15,000.00 $15,000.00 $15,000.00 10 1"Type S-III Asphalt(Overlay) 5,130 SY $3.00 $15,390.00 $3.50 $17,955.00 $2.00 $10,260.00 $3.63 $18,621.90 $6.00 $30,780.00 $4.00 $20,520.00 11 1"Type S-III Asphalt(1st.Lift) 1,260 SY $3.00 $3,780.00 $3.50 $4,410.00 $2.50 $3,150.00 $3.63 $4,573.80 $4.00 $5,040.00 $4.00 $5,040.00 12 8"Limerock or Coquina Base 1,260 SY $7.00 $8,820.00 $4.00 $5,040.00 $5.50 $6,930.00 $8.33 $10,495.80 $10.00 $12,600.00 $10.00 $12,600.00 13 17'Compacted Subgrade 2,000 SY $2.00 $4,000.00 $1.50 $3,000.00 $1.00 $2,000.00 $2.46 $4,920.00 $2.50 $5,000.00 $3.50 $7,000.00 14 Unimproved Driveway Section 100 SY $10.00 $1,000.00 $3.00 $300.00 $13.00 $1,300.00 $8.47 $847.00 $18.00 $1,800.00 $7.00 $700.00 15 Improved Driveway Sections Page 1 I. • • BID TABULATION ': MASTER DRAINAGE SYSTEM IMPROVEMENTS VILLAGE OF TEQUESTA, FLORIDA Engineers Estimate AKA Services Giannetti Contracting Louisbourg Const. Intercounty Eng. Johnson Davis ITEM DESCRIPTION Qty. Unit Unit Cost Est.Cost Unit Cost Total Unit Cost Total Unit Cost Total Unit Cost Total Unit Cost Total a. Asphalt 700 SY •$15.00 $10,500.00 $7.00 $4,900.00 $13.00 $9,100.00 $17.08 $11,956.00 $12.00 $8,400.00 $18.00 $12,600.00 b. Concrete - 50 SY $20.00 $1,000.00 $25.00 $1,250.00 $21.00 $1,050.00 $21.33 $1,066.50 $25.00 $1,250.00 $20.00 $1,000.00 16 Inlets `.- . a. Type"C" 5 Ea. $900.00 $4,500.00 $975.00 $4,875.00 $840.00 $4,200.00 $1,571.31 $7,856.55 $1,000.00 $5,000.00 $800.00 $4,000.00 b. Type"E" 8 Ea. $1,200.00 $9,600.00 $1,250.00 $10,000.00 $1,076.00 $8,608.00 $1,976.12 $15,808.96 $1,100.00 $8,800.00 $1,200.00 $9,600.00 c. Type R.I.6'Dia. 17 Ea. $1,600.00 $27,200.00 $2,500.00 $42,500.00 $2,500.00 $42,500.00 $2,376.51 $40,400.67 $3,500.00 $59,500.00 $2,400.00 $40,800.00 d. Type R.I.8'Dia. 1 Ea. $2,000.00 $2,000.00 $5,000.00 $5,000.00 $4,200.00 $4,200.00 $3,507.33 $3,507.33 $4,200.00 $4,200.00 $3,300.00 $3,300.00 17 Conflict Manholes 3 Ea. $2,500.00 $7,500.00 $3,000.00 $9,000.00 '$2,250.00 $6,750.00 $2,777.75 $8,333.25 $5,000.00 $15,000.00 $4,000.00 $12,000.00 18 Concrete Cradle Outfall 1 Ea. $5,000.00 $5,000.00 $1,200.00 $1,200.00 $5,900.00 $5,900.00 $738.00 $738.00 $3,000.00 $3,000.00 $1,200.00 $1,200.00 19 Connect Existing Storm Drains to Proposed 7 Ea. $500.00 $3,500.00 $500.00 $3,500.00 $750.00 $5,250.00 $553.50 $3,874.50 $500.00 $3,500.00 $500.00 $3,500.00 Structures 20 15"RCP 239 LF $18.00 $4,302.00 $20.00 $4,780.00 $36.00 $8,604.00 $37.48 $8,957.72 $15.00 $3,585.00 $50.00 $11,950.00 21 18"RCP 240 LF $22.00 $5,280.00 $20.00 $4,800.00 $32.00 $7,680.00 $29.21 $7,010.40 $20.00 $4,800.00 $50.00 $12,000.00 22 24"RCP 700 LF $28.00 $19,600.00 $22.00 $15,400.00 $38.00 $26,600.00 $27.55 $19,285.00 $28.00 $19,600.00 $45.00 $31,500.00 23 48"RCP 2,509 LF $50.00 $125,450.00 $55.00 $137,995.00 $78.00 $195,702.00 $66.09 $165,819.81 $55.00 $137,995.00 $82.00 $205,738.00 • 24 Type"F"Curb 2,840 LF $7.50 $21,300.00 $8.00 $22,720.00 $7.00 $19,880.00 $13.04 $37,033.60 $14.00 $39,760.00 $8.00 $22,720.00 • 25 Type"D"Curb 398 LF $6.00 $2,388.00 $7.00 $2,786.00 $11.00 $4,378.00 $13.96 $5,556.08 $18.00 $7,164.00 $9.00 $3,582.00 26 Drop Curb and Ramp at Sidewalks 10 Ea. $300.00 $3,000.00_ $300.00 $3,000.00 $105.00 $1,050.00 $247.23 $2,472.30 $250.00 $2,500.00 $300.00 $3,000.00 27 Concrete Flume 8 Ea. $300.00 $2,400.00 $300.00 $2,400.00 $240.00 $1,920.00 $370.23 $2,961.84 $250.00 $2,000.00 $175.00 $1,400.00 28 Pavement Marking&Signage 1 LS $2,500.00 $2,500.00 $1,200.00 $1,200.00 $1,575.00 $1,575.00 $3,936.00 $3,936.00 $5,000.00 $5,000.00 $3,500.00 $3,500.00 ' 29 Wheel Stops 12 Ea. $15.00 $180.00 $15.00 $180.00 $16.00 $192.00 $24.60 $295.20 $15.00 $180.00 $20.00 $240.00 30 5'Concrete Sidewalk 2,083 LF $1.00 $2,083.00 $10.00 $20,830.00 $10.00 $20,830.00 $8.30 $17,288.90 $16.00 $33,328.00 $9.00 $18,747.00 31 Sod 11,500 SY $2.00 $23,000.00 $2.60 $29,900.00 $2.25 $25,875.00 $4.00 $46,000.00 $2.50 $28,750.00 $2.00 $23,000.00 32 Dumpster Enclosure 2 Ea. $3,500.00 $7,000.00 $5,000.00 $10,000.00 $3,300.00 $6,600.00 $1,476.00 $2,952.00 $2,500.00 $5,000.00 $2,500.00 $5,000.00 Page 2 • . BID TABULATION MASTER DRAINAGE SYSTEM IMPROVEMENTS .. VILLAGE OF TEQUESTA, FLORIDA Engineer's Estimate AKA Services Giannetti Contracting Loulsbourg Const. Intercounty Eng. Johnson Davis ITEM • DESCRIPTION Qty. Unit Unit Cost Est.Cost Unit Cost Total Unit Cost Total Unit Cost Total Unit Cost Total Unit Cost Total TOTAL PAVING,GRADING&DRAINAGE S392,394.50 $406,114.00 $480,910.60 $496,798.90 $630,920.00 $542,648.00 B. Water Distribution System 1 8"DIP Water Main 1,230 LF $16.00 $19,680.00 $20.00 $24,600.00 $18.50 $22,755.00 $18.17 $22,349.10 $20.00 $24,600.00 $20.00 $24,600.00 2 6"DIP Water Main 50 LF $12.00 $600.00 $25.00 $1,250.00 $27.00 $1,350.00 $13.42 $671.00 $18.00 $900.00 $28.00 $1,400.00 3 6"Gate Valve 3 Ea. $500.00 $1,500.00 $400.00 $1,200.00 $425.00 $1,275.00 $477.98 $1,433.94 $500.00 $1,500.00 $400.00 $1,200.00 4 4"DIP Water Main 75 LF $10.00 $750.00 $25.00 $1,875.00 $26.00 $1,950.00 $13.42 $1,006.50 $15.00 $1,125.00 $30.00 $2,250.00 5 4"Gate Valve 3 Ea. $400.00 $1,200.00 $400.00 $1,200.00 $364.00 $1,092.00 $419.25 $1,257.75 $450.00 $1,350.00 $350.00 $1,050.00 6 M.J.Fittings 2 Tons $3,000.00 $6,000.00 $2,000.00 $4,000.00 $3,968.00 $7,936.00 $3,585.45 $7,170.90 $3,500.00 $7,000.00 $2,500.00 $5,000.00 7 2"Water Service(includes 4"steel casing) 3 Ea. $500.00 $1,500.00 $1,500.00 $4,500.00 $1,130.00 $3,390.00 $1,042.81 $3,128.43 $750.00 $2,250.00 $1,500.00 $4,500.00 8 Reconnect to Existing Water System 1 LS $1,500.00 $1,500.00 $1,250.00 $1,250.00 $4,200.00 $4,200.00 $1,230.00 $1,230.00 $1,000.00 $1,000.00 $7,500.00 $7,500.00 9 Fire Hydrant Assembly 2 Ea. $1,500.00 $3,000.00 $1,800.00 $3,600.00 $1,768.00 $3,536.00 $3,033.75 $6,067.50 $1,500.00 $3,000.00 $2,175.00 $4,350.00 10 Sample Points 2 Ea. $200.00 $400.00 $250.00 $500.00 $152.00 $304.00 $102.52 $205.04 $250.00 $500.00 $250.00 $500.00 TOTAL WATER DISTRIBUTION $36,130.00 $43,976.00 $47,788.00 $44,520.16 $43,226.00 $62,350.00 TOTALS A&B $428,524.60 $449,089.00 $528,698.60 $641,319.06 $674,146.00 $594,998.00 • Page 3 BID TABULATION MASTER DRAINAGE SYSTEM IMPROVEMENTS VILLAGE OF TEQUESTA, FLORIDA Engineer's Estimate Foster Marine B&B Properties Ocean Bay Const. ITEM DESCRIPTION Qty. Unit Unit Cost Est.Cost Unit Cost Total Unit Cost Total Unit Cost Total A. Paving,Grading&Drainage 1 Maintenance of Traffic 1 LS $10,000.00 $10,000.00 $17,500.00 $17,500.00 $50,000.00 $50,000.00 $31,927.00 $31,927.00 2 Floating Turbidity Barrier 80 LF $12.00 $960.00 $15.00 $1,200.00 $10.00 $800.00 $15.00 $1,200.00 3 Removal of Existing Structures&Piping a. 30"RCP 1,540 LF $17.00 $26,180.00 $2.50 $3,850.00 $5.00 $7,700.00 $4.65 $7,161.00 b. 15"RCP 398 LF $8.00 $3,184.00 $2.50 $995.00 $5.00 $1,990.00 $2.50 $995.00 c. Type"C"Inlet 1 Ea. $500.00 $500.00 $400.00 $400.00 $100.00 $100.00 $500.00 $500.00 d. Type"D"Inlet 1 Ea. $800.00 $800.00 $400.00 $400.00 $100.00 $100.00 $500.00 $500.00 e. Type"E"Inlet 10 Ea. $800.00 $8,000.00 $400.00 $4,000.00 $150.00 $1,500.00 $500.00 $5,000.00 f. Conflict Structure 2 Ea. $800.00 $1,600.00 $600.00 $1,200.00 $200.00 $400.00 $1,000.00 $2,000.00 g. Concrete Cradle(Outfall) 1 Ea. $800.00 $800.00 $1,500.00 $1,500.00 $300.00 $300.00 $1,000.00 $1,000.00 h. Manholes 4 Ea. $500.00 $2,000.00 $400.00 $1,600.00 $150.00 . $600.00 $500.00 $2,000.00 4 Removal of Existing Curb 545 LF $2.50 $1,362.50 $3.40 $1,853.00 $2.00 $1,090.00 $2.00 $1,090.00 5 Removal of Existing Pavement(Westwood Ave.) 275 SY $5.00 $1,375.00 $2.00 $550.00 $3.00 $825.00 $2.00 $550.00 6 Sidewalk Removal 1,064_ LF _ $2.50_ $2,660.00 $2.50 $2,660.00 $2.00 $2,128.00 $3.00 $3,192.00 7 Adjust Sanitary Manhole Top 6 Ea. $300.00 $1,800.00 $300.00 $1,800.00 $350.00 $2,100.00 $250.00 $1,500.00 8 Regular Excavation(swale) , 1,800 CY $3.00 $5,400.00 $2.75 $4,950.00 $5.00 $9,000.00 $7.50 $13,500.00 9 Final Dressing 1 LS $3,500.00 $3,500.00 $3,675.00 $3,675.00 $25,000.00 $25,000.00 $4,500.00 $4,500.00 10 1"Type S-III Asphalt(Overlay) 5,130 SY $3.00 $15,390.00 $3.00 $15,390.00 $2.85 $14,620.50 $4.40 $22,572.00 11 1"Type S-III Asphalt(1st.Lift) 1,260 SY $3.00 $3,780.00 $3.00 $3,780.00 $3.25 $4,095.00 $4.40 $5,544.00 12 8"Limerock or Coquina Base 1,260 SY $7.00 $8,820.00 $8.00 $10,080.00 $9.00 $11,340.00 $8.30 $10,458.00 13 12"Compacted Subgrade 2,000 SY $2.00 $4,000.00 $1.15, $2,300.00 $1.40 $2,800.00 $6.00 $12,000.00 14 Unimproved Driveway Section 100 SY $10.00 $1,000.00 $19.20 $1,920.00 $3.00 $300.00 $5.00 $500.00 Page 4 BID TABULATION MASTER DRAINAGE SYSTEM IMPROVEMENTS , VILLAGE OF TEQUESTA, FLORIDA Engineer's Estimate Foster Marine B&B Properties Ocean Bay Const. ITEM DESCRIPTION Qty. Unit Unit Cost Est.Cost Unit Cost Total Unit Cost Total Unit Cost Total 15 Improved Driveway Sections a. Asphalt 700 SY $15.00 $10,500.00 $20.70 $14,490.00 $12.00 $8,400.00 $16.00 $11,200.00 b. Concrete 50 SY $20.00 $1,000.00 $37.50 • $1,875.00 $45.00 $2,250.00 $30.00 $1,500.00 16 Inlets $0.00 $0.00 $0.00 ' a. Type"C" 5 Ea. $900.00 $4,500.00 $1,845.00 $9,225.00 $1,100.00 $5,500.00 $2,766.00 $13,830.00 • b. Type"E" 8 Ea. $1,200.00 $9,600.00 $2,077.00 $16,616.00 $1,700.00 $13,600.00 $3,338.00 $26,704.00 c. Type R.I.6'Dia. 17 Ea. $1,600.00 $27,200.00 $3,322.00 $56,474.00 $2,700.00 $45,900.00 $5,327.70 $90,570.90 d. Type R.I.8'Dia. 1 Ea. $2,000.00 $2,000.00 $10,194.00 $10,194.00 $5,000.00 $5,000.00 $7,096.00 $7,096.00 17 Conflict Manholes 3 Ea. $2,500.00 $7,500.00 $3,250.00 $9,750.00 $4,500.00 $13,500.00 $6,768.00 $20,304.00 18 Concrete Cradle Outfall 1 Ea. $5,000.00 $5,000.00 $2,000.00 $2,000.00 $1,500.00 $1,500.00 $2,288.00 $2,288.00 19 Connect Existing Storm Drains to Proposed 7 Ea. $500.00 $3,500.00 $500.00 $3,500.00 $1,000.00 $7,000.00 $1,920.00 $13,440.00 Structures 20 15"RCP 239 LF $18.00 $4,302.00 $41.00 $9,799.00 $35.00 $8,365.00 $61.65 $14,734.35 21 18"RCP 240 LF $22.00 $5,280.00 $35.35 $8,484.00 $26.00 $6,240.00 $37.92 $9,100.80 22 24"RCP . 700 LF $28.00 $19,600.00 $39.25 $27,475.00 $29.00 $20,300.00 $66.40 $46,480.00 23 48"RCP 2,509 LF $50.00 $125,450.00 $90.00 $225,810.00 $130.00 $326,170.00 $118.94 $298,420.46 24 Type"F"Curb 2,840 LF $7.50 $21,300.00 $8.25 $23,430.00 $9.25 $26,270.00 $8.00 $22,720.00 25 Type"D"Curb 398 LF $6.00 $2,388.00 $9.00 $3,582.00 $9.00 $3,582.00 $8.00 $3,184.00 26 Drop Curb and Ramp at Sidewalks 10 Ea. $300.00 $3,000.00 $200.00 $2,000.00 $250.00 $2,500.00 $500.00 $5,000.00 27 Concrete Flume 8 Ea. $300.00 $2,400.00 $200.00 $1,600.00 $200.00 $1,600.00 $250.00 $2,000.00 28 Pavement Marking&Signage 1 LS $2,500.00 $2,500.00 $1,200.00 $1,200.00 $700.00 $700.00 $5,000.00 $5,000.00 29 Wheel Stops 12 Ea. $15.00 $180.00 $20.00 $240.00 $20.00 $240.00 $30.00 $360.00 30 5'Concrete Sidewalk 2,083 LF $1.00 $2,083.00 $8.25 $17,184.75 $14.00 $29,162.00 $8.90 $18,538.70 31 Sod 11,500 SY $2.00 $23,000.00 $2.45 $28,175.00 $1.60 $18,400.00 $2.25 $25,875.00 Page 5 BID TABULATION MASTER DRAINAGE SYSTEM IMPROVEMENTS VILLAGE OF TEQUESTA, FLORIDA Engineer's Estimate Foster Marine B&B Properties Ocean Bay Const. ITEM DESCRIPTION Qty. Unit Unit Cost Est.Cost • Unit Cost Total Unit Cost Total Unit Cost Total 32 Dumpster Enclosure 2 Ea. $3,500.00 $7,000.00 $3,255.00 $6,510.00 $6,800.00 $13,600.00 $5,000.00 $10,000.00 TOTAL PAVING,GRADING&DRAINAGE $392,394.50 $561,216.75 $696,567.50 $776,035.21 B. Water Distribution System 1 8"DIP Water Main 1,230 IF $16.00 $19,680.00 $40.70 $50,061.00 $18.00 $22,140.00 $54.56 $67,108.80 2 6"DIP Water Main 50 LF $12.00 $600.00 $32.80 $1,640.00 $17.00 $850.00 $52.74 $2,637.00 3 6"Gate Valve 3 Ea. $500.00 $1,500.00 $400.00 $1,200.00 $525.00 $1,575.00 $1,034.00 $3,102.00 4 4"DIP Water Main 75 LF $10.00 $750.00 $33.00 $2,475.00 $17.00 $1,275.00 $27.62 $2,071.50 5 4"Gate Valve 3 Ea. $400.00 $1,200.00 $340.00 $1,020.00 $375.00 $1,125.00 $964.00 $2,892.00 6 M.J. Fittings 2 Tons $3.000.00 $6,000.00 $3,468.00 $6,936.00 $4,500.00 $9,000.00 $5,500.00 $11,000.00 7 2"Water Service(includes 4"steel casing) 3 Ea. $500.00 $1,500.00 $704.00 $2,112.00 $700.00 $2,100.00 $1,432.00 $4,296.00 8 Reconnect to Existing Water System 1 LS $1,500.00 $1,500.00 $560.00 $560.00 $1,000.00 $1,000.00 $1,000.00 $1,000.00 9 Fire Hydrant Assembly 2 Ea. $1,500.00 • $3,000.00 $1,595.00 $3,190.00 $1,800.00 $3,600.00 $3,000.00 $6,000.00 10 Sample Points 2 Ea. $200.00 $400.00 . $89.00 $178.00 $150.00 $300.00 $150.00 $300.00 TOTAL WATER DISTRIBUTION $36,130.00 $69,372.00 $42,966.00 $100,407.30 TOTALS A&B $428,624.50 $630,688.75 $739,632.50 $876,442.61 • Page 6 w"