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<br /> 4 SUBGRADE EXCAVATION CY 375 4.45 0,00 0,00 280.00 1,246.00
<br /> 5 SELECf GRANULAR BORROW. CV CY 375 7,00 0,00 0,00 280.00 (,960.00 r
<br /> 6 SUBGRADE PREPARATION RDSI A 4 LSO.OO 4,00 600,00 4,00 600,00
<br /> 7 TOPSOIL BORROW. CV CY 80 6,00 50.00 300.00 50.00 300.00
<br /> 8 AGGREGA IE BASE -- CLASS SA TN 475 7.50 10.07 75.53 475.00 3,562.50 I
<br /> 9 MILL BITUMINOUS SURFACE SY 9ll 2.50 10.00 25.00 10.00 25,00
<br /> 10 TYPE 4LA BITUM(NQUS WEAR COURSE TN 9ll 25.00 9ll,OO 2,250.00 9ll,OO 2,250.00
<br /> " TYPE 31B BITUM[NOUS BASE COURSE TN 105 26.00 0,00 0.00 101.88 2,64B.88
<br /> 12 2" BITUMINOUS DRIVEWAY PAVEMENT SY 110 LO.oo 6[,00 610.00 6t.00 610.00 I
<br /> 13 8tTUMINOUS FOR TACK COAT GAL 50 1.00 50,00 50.00 50.00 50.00
<br /> 14 4. CONCRETE WALK SF 9ll 3.08 )2,00 98.56 32.00 98.56
<br /> 15 8618 CONCRETE CURB & GUTTER -
<br /> LF WO 7,911 0,00 0,00 713.00 5,632.70
<br /> 16 6" CONCRETE DRIVEWAY PAVEMENT SY 0 30.76 40.00 1,230.40 40,00 1,230.40
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<br /> 17 6" CONCRETE DRIVEWAY APRON SY 50 30.76 48.00 1,476.48 48.00 1,476.48
<br /> 18 CONCRETE PAD - 4' WIDE EA I 330.00 LOll 330.00 LOll 330.00 -,
<br /> I' INLET PROTECTION EA 2 82.50 0,00 0,00 2,00 165.00
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<br /> 20 SODDING, TYPE LAWN & BOULEVARD SY ~IO 1.47 760.00 1,1l7.20 760.00 1,117.20 .
<br /> 21 4" PERFORATED HDPE PIPE DRAIN WITH LF 800 5.50 0,00 0,00 476.00 2,618.00 I
<br /> TYPE I GEOTEXTfLE SOCK
<br /> 22 DRAIN T(LE CORE CONNECTIONS EA 2 165.00 0,00 0,00 2,00 330.00
<br /> 23 CONSTRUCT MANHOLE, STORM 48" DlA. EA I I,LOO.OO 0,00 0,00 LOll 1,100,00
<br /> 24 CONSTRUCT CATCH BASIN, 24" x 36" EA I 925.00 0,00 0,00 LOll 925 .00 e.
<br /> 25 ADJUST FRAME AND RING CASTING EA 2 125.00 2,00 250.00 2,00 250.00
<br /> 26 ADJUST VALVE BOX EA I 75.00 LOll 75.00 LOll 75.00
<br /> 27 TRANSPLANT 2" EVERGREEN EA I 200.00 0,00 0,00 0,00 0,00 I
<br /> SCHEDULE 3,0 PASCAL AVENUE-TOTAL 8,488.17 31,298.22
<br /> SC.HF.D11T F. 4.0 McCRACKRN I ANE I
<br /> I SALVAGE & REINSTALL FLARED END SECT. EA I 4L2.50 0,00 0,00 1.00 412.50
<br /> 2 REMOVE FLARED END SECTION EA I 110.00 0,00 0,00 1.00 llO.OO
<br /> 3 REMOVE CONCRETE CURB & GUTrER LF 200 2.50 0,00 0,00 2[2.00 530.00 I
<br /> 4 COMMON EXCAVATION (P) CY 140 4.45 0,00 0,00 140.00 623.00
<br /> 5 SUBGRADE EXCA V A TION CY 0 4.45 0,00 0,00 0,00 0.00 'i
<br /> 6 SELECT GRANULAR BORROW - CV CY 0 7,00 0,00 0,00 0,00 0.00/ I
<br /> 7 SUBGRADE PREPARATION RDST A 6 L50.00 0,00 0,00 6,00 900,00
<br /> 8 TOPSOlL BORROW - CV CY 50 6,00 50.00 300.00 50.00 300.00
<br /> . AGGREGA IE BASE n CLASS SA TN 30 10.00 0,00 0,00 0,00 0,00 .
<br /> 10 MILLED BITUMINOUS/SALVAGED CLASS 5 CY 310 8.45 0,00 0,00 310,00 2,619.50
<br /> " MILL BITUMINOUS SURFACE SY 50 2.50 20.00 50.00 20.00 50.00
<br /> 12 TYPE 41A BITUMINOUS WEAR COURSE TN 200 24.00 0,00 0,00 L69.5L 4,068.24 I
<br /> 13 TYPE 31 B BITUMINOUS BASE COURSE TN 250 23.00 0,00 0,00 243.51 5,600.73
<br /> 14 2" BITUMINOUS DRIVEWAY PAVEMENT SY 12S 10.00 35.00 350.00 35.00 350.00
<br /> 15 BITUMINOUS FOR TACK COAT GAL 100 1.00 0,00 0,00 LOO.OO 100.00
<br /> " SURMOUNTABLE CONC. CURB & GUITER LF 200 13.20 0,00 0,00 254.00 3,352.80 I
<br /> 17 6" CONCRETE DRIVEWAY PAVEMENT SY 18 30.76 0,00 0,00 0.00 0,00
<br /> 18 INLET PROTECTION EA 2 82..50 0,00 0,00 2,00 16.5.00 ..
<br /> I' SODDING. TYPE LAWN & BOULEVARD SY 81M) L.47 485.00 712.95 485.00 712.95
<br /> 20 EDGE DRA.INS LF .50 5.50 0,00 0,00 1,135.00 6,242.50
<br /> 21 EDGE DRAIN CORE CONNECTlONS EA 2 165.00 0,00 0,00 2,00 330.00
<br /> n;\derical\520\.520068#3. XLS PAGE 3 520-068-30 I
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