|
..A .r�=3h < r i� �F`tf r ` +a �as�;'�i•So'��m+�. `g # < >'}�r�A'k'ik1�"11�1YA'�r �.,3
<br /> ji. ;a . T �^, s > + i a.. t •'" # Y' # w r �r f e sS� > >� 3�' a :;
<br /> ....< -0. r (vz.�.�.. .c ..,£< s �.....�., ✓. x .. <.; -.>x >. .D. �, nl' . . F c >�'L. a�� m,: ° ; , >. ''�`R�I .iL�.xr $ >xa .£x ...�" � b E,y`� , y
<br /> 5 0 PVC (10-12 FT DEEP) LF 500 20.40 307.00 6,262.80 61% 307.00 6,262.90 61%
<br /> 6 8" PVC (12 -14 FT DEEP) LF 330 21.40 202.00 4,322.80 61% 202.00 4,322.80 61%
<br /> 7 8 PVC (14 -16 FT DEEP) LF 300 25.70 210.00 5.397.00 70% 210.00 5,392.00 70%
<br /> 6 2" INSULATION SF 1S0 1.00 488.OD 488.00 325% 488.00 488.00 325%
<br /> 9 SANITARY MANHOLE (0 5) EA 13 1,435.00 9.00 12,915.00 69% 9.00 12,913.00 69%
<br /> 10 MANHOLE EXTRA DEPTH (>B') LF 46 64.00 26.01 1,664.64 57% 26.01 1,664,61 57%
<br /> 11 CONCRETE MANHOLE COLLAR EA 15 40.00 0.00 0.00 0% 0.00 0.00 0%
<br /> 12 6'X4 SERVICEWYE EA 40 27.00 22.00 39440 55% 22.01 594.00 55%
<br /> 13 4'PVC SERVICE PIPE LF 1600 5.21 975.00 5,118.73 617 975.00 3,118.75 61%
<br /> 14 GRANULAR FOUNDATION MATERIAL CY 500 0.01 0.00 0.00 O% 0.00 0.00 0%
<br /> 15 GRANULAR BEDDING MATERIAL CY 500 0,01 206.00 2,06 41% 206.00 2.06 41%
<br /> 16 W -PLACE DENSITY TEST EA 40 50.00 0.00 0.00 0% 000 0.01 0%
<br /> 17 PROCTOR TEST EA 2 135.OD 0.00 O.OD 0% 0.01 0.00 0%
<br /> T BCHEEW 4.64AMTARY SEY&R -TOTAL 56.201.05 56,204.05
<br /> labLoa s • 6 e7oau 9E?m
<br /> 1 12" CLASS V RCP LF 195 28.55 24.00 687.60 12% 74.00 697.60 12%
<br /> 2 15" CLASS V RCP LF 260 26.70 155.00 4,138.50 60% 135.00 4,138.50 60%
<br /> 3 18" CLASS 111 RCP LF 495 27.65 33.00 912.43 7% 33.00 912.45 7%
<br /> 4 21' CLASS III RCP LF 35 31.35 0.00 0.00 0% 0.00 0.00 0%
<br /> 5 24' CLASS III RCP LF 480 31.95 339.00 10,831.05 71% 339.00 10,931.05 71%
<br /> 6 12" PIPE APRON EA 10 350.00 3.00 1,650.OD 30% 3.00 1,650.00 30%
<br /> 7 15 PIPE APRON EA 4 610.00 3.00 1.830.00 75% 3.00 1,930.00 73%
<br /> 6 24" PIPE APRON EA 2 925.00 1.00 925.00 50% 1.00 925.00 50%
<br /> 9 24" X 36' CATCHEMIN EA 2 910.00 2.00 1. 920.00 100% 2.00 1,820.00 100%
<br /> 10 48" STORM MANHOLE EA 12 1,060.00 3.00 5.300.00 42% 5.00 51300.00 42%
<br /> 11 54' STORM MANHOLE EA 1 1,475.00 1.00 1,47300 100% 1.W 1,475.00 100%
<br /> 12 60' STORM MANHOLE EA 1 1,850,00 I.W 1183O.DD IDD% LOO 1,950.00 100%
<br /> 13 EXTERNAL CATCH BASIN SEAL EA 2 163.00 OAD 0.00 O% 0.00 0.00 0%
<br /> 14 EXTERNAL MANHOLE SEAL EA 14 135.00 000 0.00 0% 0.00 0.00 O%
<br /> 15 POND OURET CONTROL STRUCTURE EA 6 11060.00 1.00 1,060,00 17% 1.00 1060.00 17%
<br /> 78 BAFFLED WEIR EA 8 870.00 O.OD O.OD 0% 0.00 0.00 0%
<br /> 17 RIP RAP, CLASS III TN 50 60,OD 9.80 588,00 20% 9.80 588.00 20%
<br /> 18 IN -PLACE DENSITY TEST EA 15 50.00 0.00 0.00 0% 0.00 ORD 0%
<br /> 19 PROCTOR TEST EA 1 135.00 0.01 0.00 0% 0.00 0.01 0%
<br /> T SCHEDULE 5.0 STORM SEWER -TOTAL 33,067,60 33,067.60
<br /> TOTAL AMOUNT THIS PERIOD 136,373.73
<br /> TOTAL AMOUNT TO DATE 136,373.73
<br /> I
<br /> ..p,q 260083mU60083/1 PAGE 3 260-093 -30
<br />
|