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Estimated Unit j Used <br /> item Description Quantity Pdce to Date Extension <br />.... ~-1~' 2531.501 iB-618 Concrete Curb & Gutter 2,200 !LF $6.501LF <br />12i 0531.604 Concrete Cross Gutter 20 !SY $32.001SY <br />........ !3_[~...0_ 5_3_!.:.6.~ ~4_. _C. O~.~ t _e_ _~ .n.' ~a _n.g_u_l a_r~ s__~ ..c_!! ?- <br /> 14i 2575.000 i Seeding 2 <br /> 15i 2575.000 iSodding 300 SY $5.25iSY <br /> 16! ":Casting Adjustment 2 EA $150.00iEA <br /> <br />........12~ 3886'300 ;Silt Fence 700 LF __$1~..5_0.i~Lf ..!_._6_3_3_...3._!~F ........ _$949..95_~ <br /> 18i !Construct Berms'* 500 CY $2.00!CY <br /> 19! ;Remove Buried Debris''~' 5 <br /> 20i iDispose Debris"' 200 iCY $17.00iCY <br /> <br />Total Bid Schedule "D" $88,977.95 <br />***Per Change Order No. 2 <br />BID SCHEDULE "E" - MCKINLEY STREET EXTENSION <br />Item Description Quantity Pdce to Date Extension <br /> <br /> 11 2104.501 Curb Removal 51 !LF* $5.00iLF 25 [LF $125.001 <br /> 21 2104.505 iPavement Removal 10 iSY $5.001SY ' I-~ iSY ' $50.00! <br /> 31 2104.513 iSaw Cut Full Depth ..... _30~..L.._F.__~ $5.00iLF 30 LF $150.00 <br />......... ..................................... 500 icy* ' <br /> 51 2211.501 Class 5 Aggregate 525 ;T* $6 80¢T 565 iT $3 842 00 <br /> 6j 2331 508 ;Bit. Base Course Type 31 197 !T* $26.401T 178 iT $4 699.20j <br />................. r ........ -' ..... i ................................................ ' ' ~ ............................................................................... <br /> 7[ 2331.508 Bit Wear Course Type 41 148 iT* ............... $28.70iT...___~.. __ ___148 ....... iT .......... $4,247.601 <br /> 8! 2357.502 i Bit. Tack Coat 50 '.GA $1.00~0A"--50 <br />.......... '~I 2531.501 iB-618 Concrete Curb & Gutter 800 iLF* $6.80iLF 734 iLF $4,991.20J <br /> 101 2575.000 !Seeding 0.2 iAC --'§-I-000~.001A'---~ .......... b~--i-~,72-'~ -~-~..~'~1 <br /> 11i 2621.580 iSTD Manhote 54" I iEA $1,350.00~EA i 1 iEA $1,350.001 <br />...... ~1_.2..] 2621.5C iSTD Catchbasin(2X3) 1 ':EA $1,000.001EA i 1.0 EA $1 000.00 <br /> 13! 2621.5A i15" Storm Sewer (all depths) " 44 LF* $17.00;LF <br /> <br />............ <br />............. .......... No ...................... ............. <br />*PER CHANGE ORDER NO. 1 <br />**PER FIELD CHANGE <br />Total Bid Schedule "E" $24,303.00 <br /> <br />Bid Schedule "A" SANITARY SEWER <br />Bid Schedule "B" WATERMAIN <br />Bid Schedule "C" STORM SEWER <br />Bid Schedule "D" STREETS <br />Bid Schedule "E" - MCKINLEY STREET EXTENSION <br /> <br />$14,871.00 <br />$28,790.00 <br />$36,935.00 <br />$88,977.95 <br />$24,303.00 <br /> <br />TOTAL of Schedules A,B,C, D, and E: <br /> <br />$193,876.95 <br /> <br />Total Work to Date: <br />Less Pay Estimate #1: <br />Less Pay Estimete #2: <br />We recommend final payment of: <br /> <br />$193,876.95 <br />$61,294.95 <br />$122,888.15 <br />$9,893.85 <br /> <br />Please verify the amount of previous payments, if any, and the receipt of the following items prior <br />to making paymenL <br /> 1. Certificate of claims payment (lien waiver), <br />2. Affidavit of payment of States taxes (MN State TAX Form 134), <br />3. Letter of consent from surety firm. <br />APPROVALS: <br />CONTRACTOR: Cedification by Contractor. I cedify that all items and amounts are correct for the work completed to date. <br /> <br />JULIAN M..410/1~ S~ N/C20~ STRU C TI 0 N <br />Signed <br /> <br />Title ~/,~? p~, Date <br /> <br />ENGINEER: <br /> <br />OWNER: <br /> <br />HAKANSONJ~OERSJ~N ASSQ.CJATE~..,~ <br /> <br />Till ~~-~ .~ ~~ z-'t_,. Dar e~,¢~''~ ~ J..~:2 ¢ <br />C,~ OF RAMS~ // ~ , <br /> <br />T~e 4,'1,~ E~,,~.;~ Date '~/~/~'~ <br /> <br />Page~ <br /> <br /> <br />