|
4 .
<br /> BID TABULATION .
<br /> 126th Street Drainage Improvements
<br /> W.O.HUP3357
<br /> .ale 6/30/2010
<br /> • Schedule A
<br /> . Prepared By:William Barrell
<br /> Far:!leather Grin,Project Engineer ENGINEER'S ESTIMATE Precision Earthworks,Inc Interwest Construction New West Development
<br /> roEM UNI' TOTAL UNIT TOTAL UNIT TOTAL mar TOTA
<br /> N 1TIMDESCRIP ION UNIT QUANTITY PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT
<br /> I Mobilization LS 1 532,000.00 $32,000.00 $9,150.00 $9,150.00 $25,000.00 $25,000.00 000,000,00 $30,00400
<br /> 2 Surveying LS 1 $3,000.00 $3,000.00 $1,690.00 $1,690.00 $3,500.00 $3,500.00 $1,500.00 $1,500.00
<br /> 3 SPCC Plan LS 1 $500.00 $500.00 $820.00 $820.00 $1,000.00 $1,000.00 $500.00 $500.00
<br /> 4 Maintenance andProtection of IS 1 $6,000.00 $6,000.00 $3,000.00 $3.000.00 $4.000.00 $4,000.00 $2,100.00 $2,10400
<br /> Traffic Control
<br /> 5 Traffic Control Labor Hots 400 550.00 $20,000.00 $44.00 $17,600.00 $42.00 $16,800.00 $34.00 013,600.00
<br /> 6 Sawing Pavement LP 1,900 $4.00 $7,600.00 $2.65 35,03600 $2.00 13,800.00 $0.10 $190.00
<br /> • 7 Shoring or&ire Excavation LS 1 $17,000.00 017,000.00 $6,050.00 $6,050,00 $4,000.00 $4,000.00 $1,500.00 $1,500.00
<br /> Class B
<br /> 8 Pavement Patch,HMA Clan 1/2' Ton 250 $120.00 $30,000.00 $103.50 $25,175.00 $99.00 $24,750,00 $115.00 $28,750.00
<br /> PG 64-22
<br /> 9 Pavemrnt Patch,Temporary, Ton 90 $12500 $11,250.00' $132.00 011,88400 899.00 $8,910.00 $130.00 $11,700.00
<br /> MC 250
<br /> 10 Crushed Surfacing Top Course Too 200 $25.00 $5,000.00 $2630 $5,260.00 $30.00 $6,000.00 $25.00 $5,000.00
<br /> •
<br /> 11 PVC Storm Sewer Pipe,18 Inch LP 997 $80.00 $79,760.00 $41.00 $40,877.00 $60.00 559,820.00 565.00 364,805,00
<br /> Dia
<br /> 12 Testing Stony Sewer Pipc LP 997 $2.00 $1,994,00 $3.00 $2,991.00 $1,00 $997.00 52.00 $1,994.00
<br /> 13 Manhole 48 Inch Dia,Type 1 EA 3 $2,000.00 56,000.00 $3,925.00 $11,775.00 54,200.00 $12,600.00 $3,400.00 $10,200.00
<br /> 14 Manhole Additional Heigh448 Inch LP 2 1250,00 8500,00 $250.00 $500.00 $250.00 $500.00 $250.00 $50000
<br /> Die.,Type 1
<br /> 15 Plow Control Structure EA I $5,500.00 85,500.00 $5,625.00 55,625.00 $9,000.00 $9,000.00 $7,000.00 $7,000.00
<br /> 16 Connection to Existing Manhole EA 1 $1,000.00 01,000.00 5950.00 5950.00 $700.00 5700.00 $2,300.00 52,300.00
<br /> 17 Connection to Existing Culvert EA I $2,000.00 $2,000.00 31,51400 51,510.00 $1,500.00 $1,300.00 $2,300.00 $2,300.00
<br /> II Gravel Borrow Ton 1,800 520.00 $36,000.00 $21.70 $39,060.00 $12.00 521,600.00 55.00 $9,000.00
<br /> 19 Controlled Density Fill CY 15 $120.00 51,800,00 $116.00 11,740.00 $100.00 $1,500.00 $145.00 $5,175.00
<br /> 20 Crushed Surfacing Base Course Ton 770 $25,00 $19,250.00 $22.30 $17,171.00 $14.50 $11,165.00 $16.00 $12,320.00
<br /> I21 Foundation Material Class A Ton 25 $20.00 5500.00 534.60 5865.00 $35.00 . $875.00 530,00 $750,00
<br /> 22 Unsuitable Excavation CY 15 $20.00 5300.00 539.00 5585.00 $40.00 $600.00 $30.00 5450.00
<br /> 23 Trench Dam EA 1 5500.00 0500.00 $690.00 5690.00 $500.00 $500.00 5700.00 $700.00
<br /> 24 Dewatering Plan IS I $1,200.00 $1,200.00 $345.00 $345.00 $500.00 $50400 $6,000.00 $6,000.00
<br /> 25 Temporary Erosion&Sediment ]S 1 $6,000.00 $6,000.00 $1,825.00 $1,825.00 $1,500.00 $1,500.00 $4,000.00 04,000,00
<br /> Control
<br /> 26 Landscape&Pence Restoration IS 1 54,000.00 $4,000.00 $975.00 $975.00 $4,000.00 $4,000.00 $5,000.00 55,000,00
<br /> 27 Survey Monument Case and Cover EA 2 5450.00 $900.00 $215.00 $430.00 $600.00 $1,200.00 $600.00 $1,200.00
<br /> 28 Paint lino LF 900 $0.40 - $360.00 $0.45 $405.00 $1.00 $900.00 $0.10 $720.00
<br /> 29 Porte Account Work PA l $25,000.00 025,000,00 $25,000.00 525,000.00 525,00400 $25,000.00 525,000.00 125,000.00
<br /> 30 Plastic Stop Lino LP 12 $15.00 $180.00 $14.00 $168.00 $50.00 $600.00 340.00 $480.00
<br /> Subtotals: $325,094.00 1239,847.00 5252,817,00 $251,734.00
<br /> Sales Tex(9.2%) $29,908.65 022,065.92 $23,25916 $23,159.53
<br /> Schcdulo A Totals: $355,002.65 $261,912.92 $276,076.16 $274,893.53
<br /> 72,6
<br />
|