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<br />ESTIMATE NO. 4(F)
<br />LOIS LANE UTILITY IMPROVEMENTS
<br />CITY OF LINO LAKES, MINNESOTA
<br />PROJECT NO. 13455.001
<br />Period Ending: June 12, 2007
<br />ITEM CONTRACT QUANTITY UNIT AMOUNT
<br />NO. DESCRIPTION UNIT QUANTITY TO DATE PRICE TO DATE
<br />DIVISION I - SANITARY SEWER CONSTRUCTION
<br />1 MOBILIZATION LS 1.0 1.0 $ 8,000.00 $ 8,000.00
<br />2 CONNECT TO EXISTING SEWER STUB OR MANHOLE EA 1.0 1.0 $ 750.00 $ 750.00
<br />3 SANITARY SEWER MANHOLE (TYPE 302) EA 1.0 1.0 $ 1,200.00 $ 1,200.00
<br />4 8" PVC SDR 35 SEWER PIPE LF 340.0 340.0 $ 17.52 $ 5,956.80
<br />5 4" PVC SCH 40 SANITARY SEWER SERVICE LF 256.0 270.0 $ 16.80 $ 4,536.00
<br />6 2" HDPE DR 21 FORCEMAIN LF 440.0 440.0 $ 18.02 $ 7,928.80
<br />7 1 1/4" HDPE DR 21 SERVICE PIPE LF 445.0 240.0 $ 9.50 $ 2,280.00
<br />8 4" ON 8" PVC, SDR 35 WYE BRANCH EA 8.0 10.0 $ 70.10 $ 701.00
<br />9 2" x 1 1/4" TEE EA 9.0 8.0 $ 24.10 $ 192.80
<br />10 1 1/4" CURB STOP EA 9.0 8.0 $ 130.00 $ 1,040.00
<br />11 2" VERTICAL CLEANOUT EA 1.0 1.0 $ 250.00 $ 250.00
<br />12 TRENCH STABILIZATION ROCK (6" DEPTH) LF 100.0 100.0 $ 2.75 $ 275.00
<br />13 4" RIGID POLYSTYRENE INSULATION SF 2,232.0 2,352.0 $ 2.70 $ 6,350.40
<br />14 TELEVISE SANITARY SEWER LF 340.0 $ 1.65 $
<br />15 EXPLORATORY DIGGING HR 5.0 3.0 $ 200.00 $ 600.00
<br />SUBTOTAL - SANITARY SEWER $ 40,060.80
<br />DIVISION II - WATERMAIN CONSTRUCTION
<br />1 CONNECT TO EXISTING WATERMAIN STUB EA 1.0 1.0 $ 895.00 $ 895.00
<br />2 6" DIP WM PIPE CL 52 LF 28.0 28.0 $ 30.00 $ 840.00
<br />3 8" DIP WM PIPE CL 52 LF 772.0 772.0 $ 26.10 $ 20,149.20
<br />4 6" GATE VALVE & BOX EA 2.0 2.0 $ 750.30 $ 1,500.60
<br />5 8" GATE VALVE & BOX EA 3.0 3.0 $ 1,202.60 $ 3,607.80
<br />6 6" HYDRANT (8' BURY) EA 2.0 2.0 $ 2,400.00 $ 4,800.00
<br />7 1" COPPER WATER SERVICE TYPE K EA 675.0 510.0 $ 14.20 $ 7,242.00
<br />8 1" CORPORATION STOP EA 17.0 17.0 $ 68.50 $ 1,164.50
<br />9 1" CURB STOP WITH BOX EA 17.0 17.0 $ 124.75 $ 2,120.75
<br />10 DIP WATERMAIN FITTINGS LBS 325.0 325.0 $ 2.90 $ 942.50
<br />SUBTOTAL - WATERMAIN $ 43,262.35
<br />DIVISION III - STREETS
<br />1 REMOVE BIT. PAVEMENT (ALL DEPTHS) SY 2,781.0 2,781.00 $ 1.75 $ 4,866.75
<br />2 REMOVE BIT. PAVEMENT (DRIVEWAY - ALL DEPTHS) SY 163.0 97.00 $ 9.00 $ 873.00
<br />3 REMOVE CONC. CURB & GUTTER (ALL TYPES) LF 20.0 20.00 $ 10.00 $ 200.00
<br />4 SAWCUT BITUMINOUS PAVEMENT (ALL DEPTHS) LF 154.0 174.00 $ 3.00 $ 522.00
<br />5 COMMON EXCAVATION (P) CY 1,020.0 1,020.00 $ 3.90 $ 3,978.00
<br />6 ADJUST EXISTING MANHOLE EA 1.0 1.00 $ 225.00 $ 225.00
<br />7 2360 TYPE LV4 WEAR COURSE TONS 250.0 262.21 $ 74.36 $ 19,497.94
<br />8 2360 TYPE LV3 NON - WEARING COURSE TONS 330.0 336.77 $ 68.17 $ 22,957.61
<br />9 BITUMINOUS TACK COAT GAL 150.0 150.00 $ 2.75 $ 412.50
<br />10 AGGREGATE BASE, CL. 5 TONS 1,770.0 1,443.00 $ 8.00 $ 11,544.00
<br />11 2360 TYPE LV4 WEAR COURSE FOR DRIVES (2 ") SY 163.0 97.00 $ 17.20 $ 1,668.40
<br />12 D412 CONCRETE CURB AND GUTTER LF 1,500.0 1,469.00 $ 8.80 $ 12,927.20
<br />13 B618 CONCRETE CURB AND GUTTER LF 70.0 72.00 $ 9.90 $ 712.80
<br />14 IMPORTED TOPSOIL BORROW (CV) CY 300.0 150.00 $ 9.50 $ 1,425.00
<br />15 SOD, TYPE - SALT RESISTANT SY 2,700.0 2,025.00 $ 3.25 $ 6,581.25
<br />16 SILT FENCE, TYPE - PREASSEMBLED LF 1,000.0 350.00 $ 2.20 $ 770.00
<br />17 TRAFFIC CONTROL LS 1.0 1.00 $ 1,000.00 $ 1,000.00
<br />SUBTOTAL - STREET $ 90,161.45
<br />TOTAL ESTIMATE NO. 4(F) $ 173,484.60
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