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<br />BIDTABULA"fION
<br />ern OF t.A PORTE
<br />BAYSHORE DRIVE - WATER AND SANITARY SEWER LINE REPLACEMENT
<br />BID NO. 05024
<br />
<br />Bids Opened: 06--13-05
<br />Prepared By: Freese & Nichols, Inc.
<br />FNI No, 04-346
<br />
<br />SECTION -A" - WATERLINE!:
<br />
<br />ITEM BID
<br />NO. ITEM DESCRIPTION UNIT QUANTITY
<br /> 1 Right-of-Way Preparation For Wa!eOOe LS 1.0<
<br /> 2 Traffic Control For Waterline Construction LS 1.0<
<br /> S" PVC. (C 900 DR.1S), Waterilna,lncludlng 1,471.0<
<br /> excavation, bedding, & backfll.l.llg n open CUI LF
<br /> 4 S- PVC (C 900, DR-1S) Walerline In Uncased '48.0<
<br /> Bore Hole LF
<br /> sla- PVC (C-900, OA-1B) Waler.,e W'lCludklg - 40.0<
<br /> excava.tion, beddng and backflllW'lg In open cut LF
<br /> 6 - PVC (C900, DA-1S) Waterline kl uncased
<br /> borehole LF 205.0
<br /> 74" PVC (C-900, DR-1S) Walerline Including 200.0<
<br /> excavation, bedding, & backfilling ill open cut LF
<br /> S Fire Hydrant with 6' PVC lead (W) EA '.0<
<br /> 94" G. V. wI Box (MJ) EA 12.0C
<br />10 6"G. V.w/Box (MJ) EA 6.0<
<br />11 "0. V. w1Box(MJ) EA W
<br />12 S" 90- Bend (MJ) EA 2.0<
<br />1 4"111/4" Bend (Ml) EA 18.0<
<br />14 8"x S"x 6" Tee (Ml) EA 6.0<
<br />15 8" x 6" Reducer (MJ) EA 2.0<
<br />, " x 2' Reducer IMJ) EA 8.0
<br />17 l' poly service lWle lneludW'lg bore under the 1.0<
<br /> road and tie-in 10 existing meter (/orIg side) EA
<br />11 1" Poly service line and tie-In to existing meter
<br /> (shorlside) EA 3.0
<br />1 E TIe-in 10 existflg 8' wa.terline EA 1.0<
<br />2l Tie"*' to existing 6" waterline EA 2.01
<br />21 Tie-in to existing 4' waterline EA 6.0<
<br />22 ie-in to existing 2" waterline EA 8.0<
<br />23 Remove existing fire hydrant and valve and 5.0<
<br /> plug the line EA
<br />2 Trench Safety LF 1,800.0
<br />25 Flller Fabric Fence (1nstaR & Remove) LF 650.0
<br />26 !construction Exit (Type 1) (Install & Removel SY 200.0<
<br />27 Complete Site Restoration ..eluding Clean
<br /> Up, Seeding, Sodding, pavl'lg as necessary LS 1.0
<br /> SUBTOTAl SECTION -A-
<br />
<br />1
<br />Insituform Technologles,lnc,
<br />
<br />UNIT
<br />PRICE AMOUNT
<br />$3,000.0< $3,000.00
<br />$300.00 $300.00
<br />$35.00 !li51 485.00
<br />$3.5.n1 1.19180.00
<br />"'?'" $1 680.00
<br />$41.00 $8 405.00
<br />$41.00 $8 200.00
<br />$2,250.00 $11 250.00
<br />$400.00 S4 800.00
<br />510.00 $3 060.00
<br />$760.00 $5,320.00
<br />$175.00 $350.00
<br />$100.00 $1,800.00
<br />$240.00 $1 440.00
<br />$18Q.nl $360.00
<br />$160.00 $1,280.00
<br />$1 000.0 $1 000.00
<br />'700.00 $2 100.00
<br />$1500.00 $1 500.00
<br />$1 500.00 "000.00
<br />$1000.'" $6 000.00
<br />$800.00 $6 400.00
<br />'280.00 $1 400.00
<br />$0.01 $18.00
<br />$1.00 $650.00
<br />$20.00 S4 000.00
<br />sa,800.oo $8 600.0
<br /> $156,578.00
<br />
<br />2
<br />Horseshoe Costructlon, Inc,
<br />
<br />UNIT
<br />PRICE AMOUNT
<br />$5 000.00 $5 000.0
<br />$5,000.00 $5,000.00
<br />$38.00 $55898.00
<br />$45.00 $24 660.00
<br />$38.01 $1520.0<
<br />$40.00 $8 200.00
<br />$40.00 $8000.00
<br />$2 200.00 $11 000.00
<br />$400.0< $4 BOO.(J(
<br />$500.00 $3000.00
<br />$850.00 $5 950.00
<br />$175.00 $350.00
<br />'50.00 $900.00
<br />$120.0l $720.00
<br />070.00 $140.00
<br />$40.00 $3W.0<
<br />$750.00 $750.
<br />$57'.0< $1 725.00
<br />$600.00 $600.00
<br />$600.00 $1 200.~
<br />$500.00 .3000.0<
<br />$400.00 1.3 200.00
<br />$500.0< $2 500.00
<br />$3.00 $5 400.00
<br />$4.50 $2,925.0<
<br />$10.00 $2 000.00
<br />$5,000.00 $5 000.0<
<br /> $163,758.00
<br />
<br />3
<br />Troy Construction, L.L,P.
<br />
<br />UNIT
<br />PRICE AMOUNT
<br />$1,200.00 $1 200.00
<br />$1,200.00 $1 200.00
<br />$66.00 $97 086.00
<br />$95.00 $52,060.00
<br />$65.00 $2,600.00
<br />$76.00 >tiS 580.00
<br />$56.00 $11 200.00
<br />$1 956.00 $9 700.00
<br />$492.00 $5 904.00
<br />$624.00 $3,744.00
<br />$960.00 $6720.00
<br />$924.00 $1 848.00
<br />$96.00 ~1 728.00
<br />$600.00 $3 600.00
<br />$360.0 $720.00
<br />$180.00 $1 440.00
<br />$960.00 $960.00
<br />$600.00 $1 800.00
<br />$1,668.00 $1568.'"
<br />$1 596.00 $3,192.00
<br />$1 248.00 $748S.00
<br />$1 152.00 $9216."
<br />$1,400.00 $7000.00
<br />$1.00 $1800.00
<br />$2.00 $1 300.00
<br />$18.00 $3,600.00
<br />$3 000.00 $3000.00
<br /> $257,434.00
<br />
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