|
<br /> , PARnA~PAYMENTESnMATE
<br /> .
<br />, NO.2
<br /> FROM: SEPTEMBER 1, 1994
<br /> TO: OCTOBER 5, 1994
<br />. , CONTRACTOR: ASH BACH CONSTRUCTION, INC.
<br /> AOORESS: P,O, BOX 85738, ST. PAUL. MN 55185
<br /> OWNER: CITY OF ARDEN HILLS, MINNESOTA
<br /> PROJECT: 1994 STREET IMPROVEMENTS (520-<l47-JO)
<br /> cOMP~enON DATE AMOUNT OF CONTRACT:
<br /> ORIGINA~: ORIGINAL S 331,521.36
<br /> REVISED: REVISED S
<br />ITEM
<br />NO.
<br /> SCHEDULE 1.0 STREET IMPROVEMENTS
<br /> 1 MILUNG SY 275 3.25 0.00 0.00 0,00 0,00
<br /> 2 COMMON EXCAVATION CY 3800 5.05 aco_oo 4,040_00 3,800,00 19,190.00
<br /> 3 SUBGRAOE EXCAVATION CY 4800 5,00 0,00 0.00 4,800.00 24,000.00
<br /> 4 SELECT GRANULAR 80RROW (CV) CY 4800 5,55 0.00 0,00 4,800.00 28.840.00
<br /> 5 4" DRAIN TILE LF 6050 1.25 0.00 0.00 4.400.00 5,500.00
<br /> 6 SUBGRADE PREPARATION RDSTA 38 129.00 0,00 0,00 38,00 4,902.00
<br /> 7 CLASS 5 AGGREGATE BASE TN 5470 8,85 470.00 3.125.50 5,470.00 38,375,50
<br /> 8 2331 TYPE 31 BIT. BASE COURSE TN 1650 19.70 1,534,89 30,237,33 1,534.89 30,237.33
<br />.9 2331 TYPE 41 81T_ WEAR COURSE TN 1300 23,75 0,00 0.00 0.00 0.00
<br /> o TACK COAT GAL 690 1.20 0.00 0.00 0,00 0.00
<br />11 CONCRETE CURB & GUTTER - B818 LF 7640 5.85 603.00 3,527.55 7,603.00 44,477.55
<br />12 6" CONCRETE DIW RESTORATION SY 795 27,05 982.00 26,022.10 962.00 26,022.10
<br />13 2" BITUMINOUS DMi RESTORATION SY 525 15.80 709.00 11.202.20 709_00 11,202.20
<br />14 SODDING SY 8500 2.15 0.00 0,00 0,00 0,00
<br />15 ADJUST MANHOLES EA 21 171.00 19,00 3,249.00 19.00 3.249.00
<br />16 ADJUST CATCH BASIN EA 14 47.00 10.00 470.00 10.00 470.00
<br />17 CONSTRUCT CATCH BASIN EA 3 796.00 0.00 0.00 3.00 2.388.00
<br />18 15" RCP. CLASS 1II LF 541 31.80 0,00 0.00 541.00 17,203.80
<br />19 ADJUST WATER VALVES EA 1 116.00 5.00 580.00 5,00 580.00
<br />20 STORM SEWER REPL. CASTINGS EA 3 315.00 0.00 0,00 0.00 0.00
<br />21 CONC, VALLEY GUTTER SF 150 3.40 0,00 0.00 150.00 510.00
<br />22 RECONSTRUCT CATCH BASIN EA 11 318.00 0.00 0.00 0_00 0.00
<br />23 RECONSTRUCT MANHOLE EA 2 838,00 0.00 0.00 0.00 0.00
<br />24 SUBGRADE STD. PROCTOR TEST EA 1 n.oo 0.00 0.00 0.00 0.00
<br />25 SUBGRADE I N.PLACE DENSITY TEST EA 8 18.00 0.00 0,00 0.00 0.00
<br />26 CLASS 5.GRADATION TEST EA 3 70.00 0.00 0.00 0.00 0.00
<br />27 CLASS 5 PROCTOR TEST EA 1 70.00 0,00 0.00 0.00 0,00
<br />28 CLASS 5 IN-PLACE DENSITY TEST EA 8 2a.00 0.00 0.00 0.00 0.00
<br />2. CONC, CYLINDER (SET OF 3) EA 10 55,00 0,00 0.00 0.00 0.00
<br />30 61T. EXTRACTION TEST EA 2 65.00 0.00 0.00 0,00 0.00
<br />31 BIT. GRADATION TEST EA 7 60,00 0.00 0.00 0,00 0.00
<br />32 BIT, CORES IN-PLACE TEST EA 7 18.00 0.00 0,00 0.00 0.00
<br />33 BIT, NUC. DENSITY TEST EA 6 139.00 0.00 0,00 0.00 0,00
<br />34 EXPOSED AGGREGATE DMi SY 45 36,00 45.00 1.620.00 45.00 1.620.00
<br />. SCHEDULE 1.0 STREET IMPROVEMENTS_TOTAL 84,073.68 254,567.48
<br />520047.2.wk4 520-047.20
<br />
|