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BID TABULATION
<br /> 126th Street Drainage Improvements `i .
<br /> W.O.#UP3357
<br /> Dale 6/30/2010
<br /> Schedule A
<br /> Prepared By:William garret(
<br /> For:heather Griffin,Project Engineer ENGINEER'S ESTIMATE Taylor's Excavators BDZ Construction Trimaxx Construction
<br /> ITEM UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL
<br /> I rIEM DESCRIPTION UNIT QUANTITY PRICE AMOUNT PRICE .. AMOUNT_ PRICE AMOUNT PRICE AMOUNT
<br /> 1 Mobilization 15 1 $32,000.00 $32,000.00 $33,000.00 $33,000.00 $25,000.00 $25,000.00 $30,000.00 $30,000.00
<br /> 2 Surveying LS I 13,000.00 53,000.00 82,500.00 $2,500.00 $3,000.00 $3,000.00 $2,600,00 $2,600.00
<br /> 3 SPCC Plan LS 1 $500.00 $500.00 $500.00 $500.00 $500.00 $500.00 $1,50100 $1,500.00
<br /> 4 Maintenance and Protection of is 1 $6,000.00 $6,000.00 $3,200.00 $3,200.00 $500.00 $500.00 $3,700.00 $3,700.00
<br /> 'Dank Control
<br /> • S Traffic Control Labor Hour 400 $50.00 $20,000.00 $35.00 $14,000.00 $33.93 $13,572.00 145.00 $18,000.00
<br /> 1 6 Sawing Pavement LP 1,900 $4.00 $7,600.00 $1.00 $1,900.00 $3.50 $6,650.00 $2.00 13,800,00
<br /> 1 '1 Shoring or Extra Excavation LS 1 117,000.00 517,000.00 13,500.00 $3,500.00 $1.00 $1.00 $6,500.00 $6,500.00
<br /> Claus B
<br /> 8 Pavement Patch,HMA Class 12' Ton 250 6120.00 $30,000.00 $10400 $25,000.00 $100.00 $25,00000 $105.00 $26,250.00
<br /> PG 64-22
<br /> 9 Pavement Patch,Temporary, Ton 90 $125.00 $11,250.00 $85.00 $7,650.00 0100.00 $9,000.00 $1.00 $90.00
<br /> MC 250
<br /> 10 Crushed Surfacing Top Course Ton 200 $25.00 15,000.00 $18.50 $3,700.00 $9.00 $1,600,00 $30.00 $6,000.00
<br /> II PVC Storm Sewer Pipe,18 Inch LP 997 $60.00 179,760.00 153.00 052,841.00 614400 $139,580.00 $76.00 $37,766.00
<br /> Dia.
<br /> 12 Testing Storm Sewct Pipe LF 997 $2.00 $1,994.00 $0.50 $490.50 $1.00 $99200 $1.00 $997.00
<br /> 13 Manhole 48 Inch Dia.,Typo l EA 3 $2,000.00 86,000,00 $3,650.00 $10,950.00 $3,500.00 $10,500.00 $2,800.00 $6,400.00
<br /> 14 Manhole Additional Height,48 Inch LF 2 $250.00 0500.00 8120.00 $240.00 6250.00 5500.00 $200.00 $400.00
<br /> Dia,Typo I
<br /> 15 Flow Control Structure EA I $5,500.00 $5,500.00 09,000.00 $9,000.00 84,500,00 $4,500.00 $4,300.00 14,300.00
<br /> 16 Connection to Existing Manhole EA 1 $1,000.00 $1,000.00 $960.00 $960.00 11,000.00 $1,000.00 $550.00 $550.00
<br /> 17 Connection to Existing Culvert EA 1 $2,000.00 $2,000.00 $1,950.00 $1,950.00 $1,000.00 $1,000.00 $1,500.00 $1,300.00
<br /> 18 Gravel Borrow Ton 1,800 $20.00 $36,000.00 $19.50 . $35,100.00 00.01 218.00 $12.70 $22,860.00
<br /> 19 Controlled Density Fill CY 15 $120.00 $1,800.00 $95.00 $1,425.00 $125.00 $1,875.00 3160.00 $2,400,00
<br /> i 20 Crushed Surfacing Base Course Tort 770 $25.00 $19,250.00 $18.50 $14,245.00 $1.00 5770.00 824.00 $16,480.00
<br /> t
<br /> l
<br /> i
<br /> 21 Foundation Matedd Class A Ton 25 $20.00 5500.00 $18.50 $46250 $50,00 $1,250.00 $30.00 $75400
<br /> 1
<br /> 22 Unsuitable Excavation CY 15 $20.00 $300.00 $17.50 $262.50 $50.00 $750.00 $24.00 $360.00
<br /> 23 Trench Dam EA I $500.00 $500.00 $500.00 050400 1350.00 $350.00 $400,00 $400.00
<br /> 24 Dewatering Plan LS I $1,200.00 $1,200.00 01,500.00 17,500.00 $1.00 $1.00 54,800.00 $4,800.00
<br /> 25 Temporary Erosion&Sediment LS 1 $6,00400 $6,000.00 52,300.00 $2,300.00 $2,500.00 $2,500.00 $2,700,00 $2,700.00
<br /> Control
<br /> 26 Landscape&Fcnce Restoration IS 1 14,000.00 $4,000.00 13,400.00 33,400.00 01,500.00 $1,500.00 $2,800.00 $2,800.00
<br /> 27 Survey Monument Case and Cover EA 2 $450.00 $900.00 $950.00 $1,900.00 $200.00 $400.00 $700.00 $1,400.00
<br /> 28 Paint Lino LF 900 80.40 0360.00 $1.30 $1,170.00 $0.80 0720.00 $0.50 $450.00
<br /> 29 Forco Account Work FA 1 $25,000.00 $25,000.60 $25,000.00 $25,000.00 $25,000.00 525,000.00 $25,000.00 $25,000.00
<br /> 10 Plastic Stop Line LF 12 515.00 5180.00 520.00 $240.00 $36.75 $441.00 $11.00 $132.00
<br /> Subtotalx $325,094.00 $264,894.50 $278,675.00 $274,685.00
<br /> `Saks Tax(9.2%) $29,908.65 $24,370.29 $25,638.10 $25,271.02
<br /> ,Schedule A Totals: $355,002.65 6289,264,79 $304,313.10 $299,956.02
<br /> 227
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