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<br /> I PARlIAL PA YIIEHT ESTIMATE <br /> I NO. 3 <br /> . <br /> FROM: OCTOBER 6. 1994 <br /> I TO: NOVEMBER 30. 1994 <br /> CONTRACTOR: ASHBACH CONSTRUCTION. INC. <br /> . ADDRESS: P.O. BOX 65736. ST. PAUL., MN S5l65 <br /> OWNER: CITY OF ARDEN HILlS. MINNESOTA <br /> PRO.JECT: 1994 STREET IMPROVEMENTS (S2D-047.30) <br /> I COMPLETION DATE AMOUNT OF CONTRACT: <br /> ORIGINAL: ORIGINAL S 331,521.36 <br /> REVISED: REVISED S 339,7a9.36 <br /> I <br /> CONTRACT ITEMS THIS PERIOD TOTAL TO DATE <br /> ITEM <br /> NO. DESCRIP110N UNIT QTY. UNIT AMOUNT AMDUNT <br /> PRICE <br /> I SCHEDULE 1.0 STREET IMPROVEMENTS <br /> 1 MILLING SY 27S 3.25 273.00 aa7.2S 273.00 887.25 <br /> 2 COMMON EXCAVATION CY 3800 5.05 0.00 0.00 3.aoo.00 19.190.00 <br /> I 3 SUBGAAOE EXCAVATION CY 4800 5.00 263.00 1,315.00 5,063.00 2S.31 S. 00 <br /> 4 SELECT GAANULAR BORROW (CV) CY 4800 5.55 0.00 0.00 4.8CO.OO 26.040.00 <br /> ..-: 4" DRAIN TILE LF 6050 1.25 0,00 0.00 4,400.00 5.500.00 <br /> I_ SUBGRAOE PREPARATION RDST A 38 129.00 0.00 0.00 38.00 4;02.00 <br /> 7 CLASS 5 AGGREGATE BASE TN 5470 5.55 1,09S.70 7.266.41 5..565.70 43.50191 <br /> a 233"1 TYPE 31 BIT. BASE COURSe TN 1650 19.70 0.00 0.00 ,,534.05 30.237.33 <br /> I 9 2331 TYPE 41 BIT, \NEAR COURSE TN 1300 23.75 . ~41.03 27.099.46 ' 1~1.C3 27 ::9-9.46 <br /> " 1"ACK COAT GAL 690 ',20 aoo,co 360,00 3ao.C:: :5C.CC <br /> CONCRE72 CURB &. GuTTE~ - 6618 LF 764Q 5.35 0_00 '1.00 7_503.CC 4.44-:"7.35 <br /> 6" CONCRETE DlW RESTORATION sy 785 27' as 149.00 4.030.45 . li1.CC 3Q,'Z52.55 <br /> I '3 2w BITUMINOUS OfW RESTQRA TION SY 525 ~s,ao $5.uo 1.501.00 304.00 ~ 2. -:-:3.20 <br /> ,. SODDING SY 3500 2. '5 5.020.00 ~2.943.00 5,nO.8C ~2.'343.00 <br /> '5 ADJUST MANHOLES EA 21 ~71_:)O 0.00 0_00 19.CO 3.2':9.00 <br /> I is ADJUST CATCH BASIN EA 14 J.7.JO 0.00 0.00 iO.C:O .!.7J.OO <br /> " CONSTRUCT CATCH BASIN EA 3 796.00 o.co 0.00 3.CQ 2.338.00 <br /> '8 : 5~ Rep, CLP.SS 111 LF 541 31.80 0.00 0.00 541.00 11.2C3.80 <br /> I '5 ..:l.DJUSTWATER VALVES EA 1 116.00 1.00 116.00 5.80 ':36.00 <br /> 20 STORM SEWER REPL CASTINGS EA 3 315.00 0.00 0.00 0.00 CLOO <br /> ., CONC VALLEY GUTTER SF 150 3.40 133.00 452.20 283_00 ::-5;;:.20 <br /> 22 RECONSTRUCT CATCH BASIN EA 11 318.00 0.00 0.00 D_......, J.CO <br /> "" <br /> I 23 RECONSTRUCT MANHOLE EA 2 6:3t5.0o 0.00 0.00 J.CO CLOD <br /> 24 SU8GAADE STD. PROCTOR TEST EA 1 77.00 0,00 0.00 0.1J0 J.CO <br /> 25 SUBGRADE IN.PLACE DENSITY TEST EA 8 18.00 0.00 0,00 0.00 0_00 <br /> I 28 CLASS 5 GRADATION TEST EA 3 70.00 0.00 0.00 0.00 HO <br /> 27 CLASS 5 PROCTOR TEST EA 1 70.00 0,00 0.00 C.:::C ace <br /> 28 CLASS S IN.PLACE DENSITY TEST EA 8 28.CO O.CO o.co 0.00 0.00 <br /> I 29 CONC. CYLINDER (SET OF 3) EA '0 55.00 0.00 0.00 0_00 0.00 <br /> 30 BIT. E.XTRACTlON TEST EA 2 55.00 0_00 0.00 0.00 0.00 <br /> titBIT. GRADATION TEST EA 7 60.00 0.00 0.00 0.00 0.00 <br /> BIT. CORES IN.PLACE TEST EA 7 18.00 0.00 0.00 0.00 0.00 <br /> I - SIT NUC. DENSITY' TEST EA 6 139.00 0.00 0.00 o.co 0.00 <br /> 34 EX?OSED AGGREGATE Dm SY 4S 36.00 2.00 72.00 47.00 1.592.00 <br /> I T SCHEOULE 1.0 STREET IMPROVEMENTS-TOTAL 56,662. n 311.230.25 <br /> 520047.3. wk4 520-047-2: <br />