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<br />ITEM BID
<br />NO. rrEM DESCRIPTION UNIT QUANTrrv
<br />1 Right-of-Way Preparation For Sewer Line LS W
<br />2 TraffIC Control For Sewer Line Construction LS ..0<
<br />~ 10' HOP Pipe through Existing 8" Clay
<br />Sanitary Sewer Une by Pipe BurstKlg Insertion
<br />Method, Including Tie..., to Existing MH, 1..55.0<
<br />comlete, In place LF
<br />4 S" HOP Pipe through Exlstilg 8" Clay Sanitary 100.00
<br />Sewer Une by Pipe Burslng Insertion Method LF
<br />5 Remove and Replace Existing S" Sanitary
<br />Sewer Line wlSDR-26 Gravity Sewer Line 20.00
<br />{6'-8' Deep) LF
<br />a TIe-in 10 Existing 8" Sanitary Sewer Line with 2.0<
<br />High Pressure Clamp EA
<br />7 By-pass Pumping, as necessary, As Directed "0<
<br />by Engineer LS
<br />a Trench Salety LF 20.0
<br />9 Complete site restoration .,cludlng clean up, 1.0<
<br />seeding, sodding and paving as necessary LS
<br />10 4' Sanitary Sewer Service Reconneclion 5.0<
<br />(Short Side) EA
<br />SUBTOTAL SECTION "S"
<br />
<br />SECTION .C' - EXTRA WORK
<br />
<br />To be done where authorized by the Engineer and In quantities 10 be authorized.
<br />Contractor shan provide unit prices ONLY lor this Section.
<br />
<br />ITEM BID I
<br />NO. rrEM DESCRIPTION UNIT QUANTITY
<br />1 Extra Labor (unSkilled) ManHr .- - I
<br />2 Extra Labor (skilled) ManHr -- ...-
<br />3 Extra Excavation (machine) CY .... --
<br />4 Extra Cemenl Slabnlzed Sand BackflU CY -.. .-.
<br />5 Extra Ductile Iron Fittings, aM classes
<br /> and sizes, In place TN ..- ..-
<br /> SUBTOTAL SECTION .C"
<br />
<br />BID SUMMARY
<br />
<br />SECTION "A.
<br />
<br />SECTION "B"
<br />
<br />SECTION .C.
<br />
<br />TOTAL BASE BID
<br />
<br />UNIT
<br />PRICE AMOUNT
<br />$2,600.00 $2,600.00
<br />$300.00 $300.00
<br />$36.00 $70 380.00
<br />$34.00 $3400.00
<br />$140.00 $2 600.00
<br />$1 500.00 $3,000.00
<br />$100.00 $100.00
<br />$0.01 $0.20
<br />$2 750.00 $2,750.00
<br />$1 000.00 $5,000.00
<br /> $90,530.20
<br />
<br />1
<br />Insltuform Technologies, Inc.
<br />
<br />UNIT
<br />PRICE AMOUNT
<br />$16.00 -- .-
<br />$25.00 - ---
<br />$6.00 -.-- ----
<br />$25.00 --- ....
<br />$1,000.00 .--.
<br /> $10,000.00
<br />
<br />$156,578.00
<br />
<br />$90,530.20
<br />
<br />$10,000.00
<br />
<br />$257.108.20
<br />
<br />_...oo.;..o;;:~,~,.
<br />/?:"J:"1L":"'h...tt.';-"~
<br />; .il . \\..\
<br />& ., - .~...,.".. f..
<br />f. ~.:....:si.ii~t.D~~~ '''1
<br />" ."~.)......"'."""" ;0:1
<br />~':1~", ~3233 <3'/!tt~
<br />",.()"".tf~C;lo,.<.'?;..jN.I /'
<br />
<br />UNII
<br />PAICE AMOUNT
<br />$5,000.00 $5,000.00
<br />$5 000.00 $5 000.00
<br />$42.50 $83,087.50
<br />$65.00 $6 500,00
<br />$150.00 $3,000.00
<br />$750.00 $1,500.00
<br />$1,000.00 $1 000.00
<br />$25.00 $500 .00
<br />$5 000.00 $5 000.00
<br />$950.00 $4 750.00
<br /> $115,337.50
<br />
<br />2
<br />Horseshoe Costructlon, Inc.
<br />
<br />UNIT
<br />PRICE AMOUNT
<br /> - ..--
<br /> ---- ....
<br /> ..- --.
<br /> .- -..
<br /> -..
<br /> $10,000.00
<br />
<br />$163,758.00
<br />
<br />$115.337.50
<br />
<br />$10,000.00
<br />
<br />$289.095.50
<br />
<br />V''''
<br />PRICE AMOUNT
<br />$2 400.00 $2.400.00
<br />$1 800,00 $1800.00
<br />$46.00 $89,930.00
<br />$37.00 $3 700,00
<br />$68.00 $1,360.00
<br />$240.00 $480.00
<br />$600.00 $600.00
<br />$10.00 $200.00
<br />$600.00 $600.00
<br />$588.00 $2940.00
<br /> $104,010.00
<br />
<br />3
<br />Troy Construction, L.L.P,
<br />
<br />UNIT
<br />PRICE AMOUNT
<br />$27.00 - -
<br />$35.00 --- -.-
<br />$35.00 -- --
<br />$50.00 -.. -.-
<br />$2,500.00 .... --
<br /> $10,000.00
<br />
<br />$257,434.00
<br />
<br />$104,010.00
<br />
<br />$10,000.00
<br />
<br />$371 ,444.00
<br />
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