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<br /> I <br /> " I <br /> PARTlAL PAYMENT ESTIMATE . <br /> NO. :J. <br /> I <br /> FROM: SEPTEMBER 1, 1995 <br /> <. <br /> TO: OCTOBER 31. 1995 , <br /> , <br /> CONTRACTOR: MIQWEST ASPHALT. INC I <br /> ADDRESS: PO. Bo.X 5477. HOPKINS. MN 55343 <br /> OWNER: CITY OF ARDEN HILLS, MINNESOTA I <br /> PROJECT: COUNTY ROAD F RECONSTRUCTION PROJECT (520-052-30) <br /> COMPLETION CATE AMOUNT OF CONTRACT. <br /> ORIGINAL: AUGUST 15. 1995 ORIGINAL , 787.96400 <br /> REVISED: REVISED , 837,492.00 I <br /> I <br /> SCHEDULE 1.0 STREET CONSTRUCTION I <br /> 2104501 REMOVE CONCRETE CURB IF 125 ,9<l 0.00 000 000 000 <br /> 2 2104501 REMOVE GUARD RAilS LF 100 2.20 0.00 0.00 000 0,00 <br /> 3 2104 SIC REMOVE TIMBER CHANNEL lS 1 500.00 000 0.00 100 50000 <br /> , 2105,501 COMMON EXCAVATION (P) cy 12100 2.00 4,480.00 6.960.00 11.i40,OO 23.480.00 I <br /> 5 2105.507 SUSGRAOE EXCAVATION CY '9<l0 2.00 0,00 aDO 6.97700 13.954.00 <br /> 6 2105.522 SELECT GRANULAR BORROW - cv CY 99QO 9.00 000 000 6,977.00 52.793.00 <br /> 7 2105.523 COMMON BORROW - CV CY 5000 0.01 0.00 0.00 0.00 0.00 . <br /> a 2211.501 AGGREGATE BASE - CLASS SA TN 10500 S.30 1425 /"5.53 10.475.16 55,518.35 I <br /> 9 2211.502 AGG. SHOULDERING, CLASS 2 CY 280 1435 0.00 000 0.00 0.00 <br /> 10 2232.501 MilL BITUMINOUS SURFACE (1-1/2") SY 121 5,00 0.00 0.00 0.00 0.00 <br /> 11 2331,508 TYPE 41A 81T. WEAR COURSE TN 1855 22.05 000 0.00 000 0.00 <br /> " 2331.S10 riPE 318 BIT. BINDER COURSE TN 1925 19.65 0,00 0.00 2,320,49 45,597.63 I <br /> 13 2331.514 TYPE 31B 81T. BASE COURSE TN 2495 18.85 0.00 000 2.13146 40,178.02 <br /> " 0331.601 2" BITUMINOUS Q,W SURFAce SY 820 5,05 759,50 4,291.18 1,023.50 5.782.78 <br /> " 2357502 BITUMINOUS FOR TACK COAT GAL 19<10 125 0,00 0.00 250.00 312.50 <br /> " 2521,512 2" BITUMINOUS WALK. e' WIDE SY 2720 6.,0 617,00 3.763,70 617,00 3.763.70 I <br /> " 2531501 CONCRETE VALLEY GUTTER :~F 12~ 12.75 0.00 000 15400 1,963.50 <br /> " 25315\1 CONC. VAllEY GUTTER TRIANGLE SECTI EA , 27000 0.00 O.CO 1000 2.700,00 <br /> " 253'.511 CONCRETE PEDESTRIAN RAMPS EA 9 130.00 1.00 130.00 4.00 52000 <br /> 20 2531501 8618 CONCRETE CURB & GUTTER LF 7680 4,98 720.00 3.585.60 7,60400 37,86792 I <br /> 21 2531.511 CONCRETE FLUME EA , 160.00 000 0.00 2.::J0 32O.CO <br /> 22 2511,:01 RANDOM RIP RAP, CLASS 2 CY 52 45.00 0.00 000 0,00 0.00 <br /> 23 2531:07 6" CONC. DRIVEWAY PAVEMENT 5Y 310 22.00 45.00 990.00 419.00 9.21800 <br /> 2' 2531.:07 6"' CONCRETE DRIVEWAY APRON SY 250 22.00 25.00 :5000 250.00 5.50000 I <br /> 25 2531.507 8" CONCRETE DRIVEWAY APRON SY 50 30.00 0,00 000 40.00 1,200,00 <br /> 26 2554505 STESL PLATE BEAM GUARD RA!l IF 550 1050 537.00 5,638.50 537.00 5.638,50 <br /> 27 0:64.603 PAVE. STRIP. 4" POL Y-PREF SOUD YELL IF 10500 2.23 000 000 0.00 0.00 <br /> 27A PAVE STRIP 4" PAINT SaUD YELLOW !..F 9443 0.43 9.572.CO 4.11583 9,572.00 4.115.96 I <br /> 28 0564.603 PAVE. STRIP -..."POLY-PRE':: SOl. WHITE I..F 60ao 223 000 000 0.00 000 <br /> 28A PAVE. STRIP -.:" PAINT SO\.,IO WHITE '.F 250 0.43 250.00 107,50 250,00 107.50 <br /> 29 0564603 PAVE STRIP -':;" pal Y.PREF BROKEN YE IF 500 2,23 0,00 000 000 000 <br /> 29A PAVE STRIP..1" PAINT BROKEN YELLOW lF 420 0.40 530.00 212.00 530.00 212.00 <br /> " G564603 PAV:::. MARK. POL Y.PRE:;- LEFT TURN AR EA a 170.Go 0.00 0.00 0,00 0,00 I <br /> 31 Q5S4503 PAVEMENT MARKING - pal Y-PREF STOP EA 1 25000 0,00 O.CO 000 O.GO <br /> J2 2554.531 FURNISH 3. INSTAll SIGN PANELS SF '60 20.CO ~49.o0 2.980.00 149.00 l,980,CO <br /> 33 0663GOl TRAFFIC CONTROL lS , J,OOO.OO 0.00 0.00 0.75 2.250.00 <br /> T SCHEDULE 1,0 STREET CONSTRUCTION_TOTAL 35.399,96 326.473.35 I <br /> SCHEDULE 2.a SITE'NORK . <br /> 2021.S01 MC8!UZATION L5 7,OOoJJO 0.00 000 1.CO 7,000,00 I <br /> 2 2101502 CLEARING & GRUBSING TREE '0 9<l00 000 000 0.00 000 <br /> 3 2105,525 TOPSOil BORROW + C'J CY 980 8.,0 1,253,GO 10.18980 <.256.00 10.189.80 <br /> , ::1422602 RETAIN. WAlL- MOOULAR CONe SLOCK SF '050 10.50 43500 4,567 SO 1,2::!5.00 12.'367,50 <br /> 5 2571502 FURNISH AND PLANT SHADE TREE TREE 3 21500 oeo 0,00 000 000 I <br /> 5200S:n.XLS PJg~ ! 5~O.ilS1.JO <br />