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ESTIMATE NO. 5
<br />WEST SHADOW PONDS
<br />0 TILITY AND STREET IMPROVEMENTS
<br />TY OF LINO LAKES, MINNESOTA
<br />OMMISSION NO. 12525 -01
<br />PERIOD ENDING: November 4, 2003
<br />ITEM CONTRACT QUANTITY UNIT AMOUNT
<br />NO. DESCRIPTION UNIT QUANTITY TO DATE PRICE TO DATE
<br />SANITARY SEWER
<br />1 MOBILIZATION LS 1.0 1.0 $ 15,000.00 $ 15,000.00
<br />2 CONNECT TO EXISTING SANITARY MANHOLE EA 1.0 1.0 $ 850.00 850.00
<br />3 REMOVE 10" PVC SAN. SEW. LF 25.0 25.0 $ 20.00/$ 500.00
<br />4 8" PVC, SDR 35 SAN. SEW. (14' -16' DEEP) LF 133.0 155.0 $ 38.40 $ 5,952.00
<br />5 . 8" PVC, SDR 35 SAN. SEW. (16' -18' DEEP) LF 60.0 50.0 $ 38.40 $ 1,920.00
<br />6 8" PVC, SDR 35 SAN. SEW. (18' -20' DEEP) LF 63.0 62.0 $ 38.40 $ 2,380.80
<br />7 8" PVC, SDR 35 SAN. SEW. (20' -22' DEEP) LF 111.0 220.0 $ 38.40 $ 8,448.00
<br />8 8" PVC, SDR 35 SAN. SEW. (22' -24' DEEP) LF 593.0 658.0 $ 38.40 $ 25,267.20
<br />9 8" PVC, SDR 35 SAN. SEW. (24' -26' DEEP) LF 342.0 323.0 $ 38.40 $ 12,403.20
<br />10 8" PVC SDR 35 SAN. SEW. (26' -28' DEEP) LF 170.0 $ 38.40 $ -
<br />11 CONSTRUCT 4' DIA. SAN. MH, TYPE 301 (0' -10' DEEP) EA 6.0 6.0 $ 1,820.00 $ 10,920.00
<br />12 EXTRA DEPTH OF 4' DIA. SAN. MH (GREATER THAN 10' DEEP) LF 80.0 70.4 $ 105.00 $ 7,392.00
<br />13 4" ON 8" PVC, SCHEDULE 40 WYE BRANCH EA 23.0 22.0 $ 62.00 $ 1,364.00
<br />14 4" PVC SCHEDULE 40 SERVICE PIPE LF 903.0 1,114.0 $ 12.80 $ 14,259.20
<br />SUBTOTAL - SANITARY SEWER $ 106,656.40
<br />WATERMAIN
<br />1 CONNECT TO EXISTING WATERMAIN LS 1.0 1.0 $ 300.00 $ 300.00
<br />2 6" DIP, CL. 52 WATERMAIN LF 54.0 58.0 $ 29.50 $ 1,711.00
<br />3 12" DIP, CL. 52 WATERMAIN LF 1,434.0 1,425.0 $ 25.56 $ 36,423.00
<br />4 6" GATE VALVE & BOX EA 3.0 3.0 $ 460.00 $ 1,380.00
<br />0 12" GATE VALVE & BOX EA 2.0 2.0 $ 1,125.00 $ 2,250.00
<br />6" HYDRANT EA 3.0 3.0 $ 1,600.00 $ 4,800.00
<br />7 1" TYPE "K" COPPER WATER SERVICE LF 894.0 911.0 $ 10.40 $ 9,474.40
<br />8 1" CORPORATION STOP EA 23.0 22.0 $ 53.00 $ 1,166.00
<br />9 1" CURB STOP & BOX EA 23.0 22.0 $ 115.00 $ 2,530.00
<br />10 MJ DIP FITTINGS LB 707.0 707.0 $ 2.57 $ 1,816.99
<br />SUBTOTAL - WATERMAIN $ 61,851.39
<br />STORM SEWER
<br />1 15" RCP, CL. 5 STORM SEWER PIPE LF 622.0 615.0 $ 23.76 $ 14,612.40
<br />2 18" RCP, CL. 5 STORM SEWER PIPE LF 307.0 320.0 $ 25.70 $ 8,224.00
<br />3 21" RCP, CL. 3 STORM SEWER PIPE LF 324.0 311.0 $ 30.15 $ 9,376.65
<br />4 18" FLARED END SECTION EA 3.0 3.0 $ 323.00 $ 969.00
<br />5 21" FLARED END SECTION EA 2.0 2.0 $ " 395.00 $ 790.00
<br />6 CONSTRUCT CATCH BASIN TYPE 402 EA 2.0 2.0 $ 935.00 $ 1,870.00
<br />7 CONSTRUCT CATCH BASIN / MANHOLE TYPE 406 (48" DIA.) EA 3.0 4.0 $ 1,340.00 $ 5,360.00
<br />8 CONSTRUCT CATCH BASIN / MANHOLE TYPE 406 (60" DIA.) EA 1.0 1.0 $ 2,215.00 $ 2,215.00
<br />9 CONSTRUCT MANHOLE TYPE 409 (48" DIA.) EA 1.0 1.0 $ 1,095.00 $ 1,095.00
<br />10 CONSTRUCT BITUMINOUS SPILLWAY EA 2.0 2.0 $ 350.00 $ 700.00
<br />11 CL. III RIP RAP CY 13.0 13.0 $ 60.00 $ 780.00
<br />SUBTOTAL - STORM SEWER $ 45,992.05
<br />STREET
<br />1 REMOVE CURB LF 42.0 100.0 $ 5.00 $ 500.00
<br />2 REMOVE BITUMINOUS PAVEMENT SY 417.0 335.0 $ 2.25 $ 753.75
<br />3 SAWCUT PAVEMENT (FULL DEPTH) LF 101.0 41.0 $ 5.00 $ 205.00
<br />4 AGGREGATE BASE, CL. 5 TN 2,947.0 3,758.6 $ 11.25 $ 42,284.59
<br />5 CONCRETE B618 CURB & GUTTER LF 2,922.0 2,858.0 $ 7.25 $ 20,720.50
<br />0 2350 TYPE LV2 OR 3 NON - WEARING COURSE TN 818.0 938.58 $ 34.50 $ 32,381.01
<br />2350 TYPE LV4 WEAR COURSE TN 818.0 821.4 $ 381.00 $ 31,213.20
<br />8 BITUMINOUS MATERIAL FOR TACK COAT GA 335.0 410.0 $ 1.50 $ 615.00
<br />SUBTOTAL - STREET $ 128,673.05
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