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PARTIAL PAYMENT ESUNIATE <br /> NO. 9 <br /> FROM: JULY 23, 19% <br /> TO: SEPTEMBER 13, 1996 <br /> CONTRACTOR.' REHBEIN, INC. <br /> ADDRESS: PA. BOX 324, HUGO, MN 554339 <br /> OWNER: CITY OF CENTERVILLE, MINNESOTA <br /> PROJECT: ACORN CREEK (260-047-30) <br /> COMPLETION DATE AMOUNT OF CONTRACT. <br /> ORIGINAL: NOVEMBER 27, 1993 ORIGINAL: $ 528,193.30 <br /> REVISED: REVISED: s 590.555.30 <br /> EA IMAC17 <br /> . . .... - <br /> N xx <br /> . ... . <br /> ...... .. <br /> SCFEEDITLE 1-0 SANITARY SEWER <br /> 1 8* PVC (10-12') LF 1056 13.00 0 0.00 (056 13,729.00 <br /> 2 10'PVC (16-18') LF 246 25.00 0 0,00 246 6.150.00 <br /> 3 IQ' PVC 08 w20') LF ISO 25.00 0 0,00 190 4,500.00 <br /> 4 10' PVC (20-22') LF 130 25.00 0 0.00 180 4,500-00 <br /> 5 10' PVC (2224') LF 195 25.00 0 0.00 195 4,975.00 <br /> 6 8' x 4' SERVICE WYE EA 27 50.00 0 0.00 23 t350.00 <br /> 7 4* SERVICE PIPE LF 1090 7.00 0 0.00 1250 8,750.00 <br /> 8 STANDARD MANHOLFS EA 8 1,000.00 0 0.00 8 8,000.00 <br /> 9 MANHOLE EX. DEPTH (> 8') LF 55 70.00 0 0.00 51 3.570.00 <br /> 10 CONN. TO EXIST. MILS EA 3 1,150-00 0 0.00 3 3,450D0 <br /> 11 GRANULAR FOUNDATION (CV) CY 300 6.00 0 0.00 270 t,6211.00 <br /> 12 OUTSIDE DROP (> 2') LF 14.5 20100 0 0.00 14.5 2,900.00 <br /> Q IN -PLACE DENSITY FA Is 30.00 0 0.00 12 360j00 <br /> 14 10' x 4" SERVICE WYE EA I 1 50.00 0- - 0.00 - 11 550.00 <br /> T SCIIEDULE1.0 SATNITARYSEWER-TOTAL 0.00 64,103.00 <br /> SCHEDULE 1 .0 WA MAIN <br /> I CONN. TO EXISTING WATERMAIN FA 5 300.00 0 0.00 3 900.00 <br /> 2 6' PVC WATERMAIN LF 1165 8.00 0 0.(X) 1141 9,129.00 <br /> 3 S' PVC WATERMAIN LF 1381 8.00 0 0-00 1436 11.488.00 <br /> 4 8* DIP LF 20 30.00 0 0.00 20 600.00 <br /> 5 HYDRANT W1 VALVE EA 4 1,500.00 0 0.00 4 6.000.00 <br /> 6 6' VALVE EA 2 400.00 0 0.00 2 800.00 <br /> 7 8' VALVE FA 2 500-00 0 0.00 2 1,000.00 <br /> a FITTINGS LBS 2840 2.00 0 0.00 2130 4.260.00 <br /> 9 V SERVICE CONNECT EA 27 150.00 0 0.00 33 4,950.00 <br /> to I' SERVICE PIPE LF logo 5.00 0 om 1180 5,900,00 <br /> 11 4" INSULATION SF 160 3.00 0 0.00 160 480.00 <br /> 12 HYDRANT RELOCATE EA t 600.00 0 0.00 1 600.00 <br /> 13 GRANULAR FOUNDATION (CV) CY 400 6.00 0 0.00 376 2.256.00 <br /> 14 114-PLACE DENSITY EA 15 30.00 0 12 360.00 <br /> T SCHEDULE 2.0 WATERMAIN-TOTAL 0.00 49.722.00 <br /> I REMOVE EXIST 445' CMP LF 50 35.00 0 0.00 0 0.00 <br /> 2 E2' RCP, CL HI LF 500 2LD0 0 0.00 524 1im4m <br /> 3 15" RCP, Cl, III IT 335 i3.00 0 0.00 335 7,705. <br /> 2 60(1 4 789. XIS Page 1 2W0, 30 <br />