Loading...
4.3. SR 11-16-2015 Eclty1� ,.,�� Request for Action River To Item Number Mayor and City Council 4.3 Agenda Section Meeting Date Prepared by Consent November 16, 2015 Justin Femrite P.E., City Engineer Item Description Reviewed by Pay Estimates Tim Simon, Finance Director Reviewed by Cal Portner, City Administrator Action Requested Approve,by motion, the pay estimates as detailed below Background/Discussion The following pay estimates have been reviewed and found to be accurate and in accordance with the approved contracts. Financial Impact PROJECT PAY EST. # CONTRACTOR AMOUNT WWTF Improvements 12 Rice Lake Construction Group $1,915,227.07 2015 Street Improvements 6 North Valley,Inc. $579,010.23 Attachments ■ Pay Estimates POWERED 6T Template Updoted 4/14 INAWRE1 40 0 03 lw ;; 0 - M 0 r- A FCy R R LO T— spry app 'a C'D v cm C'4 r,� 0 C\j z cli t, to co 0! J.' 69 to 0 low 09— a (a C 40 z E RwMm 0 LL C 0 Ad E E 0 CL CL CL CL 00 U) a c E as as c o 44 40 Z j EL lu z + R *0 ray a a ro - C\j C W E LL + :3 CL IL 0 IL Z w od CL N C) — . in - C) e 0 0 LO 0 0 cs cq x c a a ge LA x z m z IL W= Pry o cr o mc. c 0 U) 0 -W, W .0c I.- cc C*4 W E zFI x z IL Z :3 R 0 0 w sz, 0 z 0 IK Z ri 0 CL CL eE 0 0 u. L) o— INZ co E E W� 8 CL 4) cj 0 to LL 12 c a 10tcu- Lo 0 4) M I P a A E ma u0i ow M w Cq as CL CL L CO0206 ci , � 69w '' !'Cf) � c 000ct 0 Cw � T 0 � a� arr o m � m S w w 0 be m Q m � 0 IR � 00r0 o � � C� ca ea co � o ca m ca Cy b Ka ca ca I m ra L az Csa rcc, i m r Cl) a' D6 m cma ar, �10e9a, 0 1 m v e�crr ar�o C� C 69 ear v9 ce Ic rla G r4 m r ra ua x s m r raa ca as c' ani as m N ars ry ° y ui a rk an m CDr" ari r°N Ua w '» rv4�r N694rM rA to6969 69 LO s Z LD QI I II A- I DC7 0 0 Cr c 0 +q' Gfl C.Y r'+a "�q' C7 G? 'y^ tiY 011 ^ 4 r`x eJ SCS i G7 Ca1 47 C5 C5 Q V,7 �, C7 q C7 R 9 9 R 4"1 0� ars +4 � a["1 r7°A � m W,•. 'C} C3 C7 C7 ® C7 a3 a + tt11ya r 0 0 � 0 W m � M 0 M aD o .� (o 0 w d ® ars 0 0 0 � 0 [Y.a h G4 Cas c^'a CD C9.? (� N tOr c r+a n In Qco w m '0 iRr 0 0 0 fA w cr us err cos a y rn o r ara Mu C,? CL r1y cis ens cv ^� �r en I rrsr ey ar pry. wa � w ' ca. p �a U" N az a: 0 0 a 0 to Ca � a a (� 035 i3 e? Cs Q C C7 C7a rt ca m ca rs cs 1v DM u`5 �r ars vq n r,. nu (Tr ra c? ca a cr Cq 'T In 0 Q m r. C6 �" m ' m 0 � `S 'o a 0 a 0 C7' a.. w rw ca an Csr co ra as car ry r ara coa us e v m ss rs as %b "I .- 14: Cd 117 h ara C7 ars R M> C3' hm aD 1, ar a'O aLo Lo 0w• C' iD C"1 Ca CY Cd CS > c7 m Lo m m cs to au mr � � ars � r t% 7r N r3 i e Cs ara o ^fig M K m R ria arr N CA �ki9 64 w Ca Hr rr C r �g Cru �r m Q? cv ua ki9r CD b9 tv m .- ,ygw " ! 1 69 Q.) to 69 0 69 oe err err n91 rrr a ud L i a c se m m aam E a E m ID ro un C aEacx 10 E c my ay �a s1, 7s ir5 m ro "? arc c m 'c m �+ ° reg rn m w ., CD a9 V m F- c El 20 `� ani a �a c a w a a? ° D. °va ra E is m c ° a m ® , m CL ca tr us r� h cd p� E u Is ° S m ci u ca �s L. c c * v a— i EIry a*a sr in (9 ala czs r m v UIP (D r- 00 ros rmv av m Cp� q in to wi Lokn to Lnto cv r? sr u�Cj� ara ra L',aara ara Wa a0'? ara ark ad1 �1A ari rl"a aCa 0'�Cr 4D o r ca c� qy w as mccxa C,+ �aacaCcaa ccs crr aca caa mca Da o « + cc0a p 0 m ccma cr�v ! o a.. 0 o ea. cr �c� ca. a� ra a ez ea 0. t3 k1! T- 00 0 C) 0 0 0 ! 0 In CD - C,7 9 9 9 9 447 9 9 7- 1 9 �69 0 dd o 9 9 o 0 0 Ota dl! O 0 CD 0 C) In 0 o r, 6 d ci - r-, - r, 0 0 CD 0 a N a In 0 0 U3' C� m " 69 0 m q m m 0 0 M r- w fA 0 dr1 rD fe 0 0 0 0 WD Cid 1Ca ^G ED d d ¢i td7 C� rl� om W) tn m do W) 0 'VC4 00 ww N IM Clr t- -, 'M -us fft w 69 V? -w to te 69 69 60 0 0 C: CD C3q R 0 OcI, CV 0h CR L7 cm� q q -:1 l C, p o R eg, 00 00 0 (n cnmmmmo Lnw 0000 Ln, 0) m g In 0 N as o 0 0 C3 C3 0 0 a 01 0 C, a C) 0 0 0 0 0 0 C In CD co 0 0 0 IC:) 4? U� 0 00 00000 �d oco cogo lr� o, cc ;Coto 2— a, S w C3 IA 0In 0 C3 �n 0 0 10 m 69 0 0 bl) 0 0 'p w k; 4C7 a 0 `6 C1.2 - . 1 0 C3 0 In 4n + LO ko - R cl� CI Iq Iq Iq Iq LO w U) C3 m 0 a to 0 C3 P- fl- a, CL IM 69 rsS69 cr) (n 60 ft + 69 49 CSA co N to o E LU li In C� C� In cm 0 al 0 C3 0 0a 0 CD 'R* q R "i on U) C3 g C� C, co S 0 . . . Q 'n N5 Ca Ui C�In CCD cc 0 In 0 0 0 cq R �R q Wi Iq tq ac In vi tx� 0 co co CL U) 4'.0 w N m cv to CV W 69 m cn wk to C14 w o V, N 69 (A E to LL d 0 0 a a 0 in Go COOC9 0 LTi In C, 0 C) 0 0 M 0 0 In CO 0) 'T w 0! CD 0 CD a 0 CI'D 0 0& In 0 to. q In U) LO w Ld 0 cq 0 co 0 LO In C-4 to w CDT 4 69 00 to W, 4-4 w m XN 09 69 ( i.fah a9 10 46 6,5 69 69 01 u c7 I L c :2 10 p. E 0 (14 :2 uaa Z. cn CO M C Im E Im E 0 0 E , a t� tm CL m s Im m 40 CL IM *a �b7 =- rs .9 IL 0 E to 0 M IM — ED qa La (D c <tcu B 0 9 4) m w - p _j La u 5 - 2 = la, 0 > 4Z as m u M 2 = m Ti 'a m tot 9 t 'I Ca T L E 6 r CL 2 2 IL rCO - 12 A fj C"i 0 0 0 0 W) 2 N IN In OWI C4 s - L: M C4 04 C14 i N C4 W� L,) W) C4 N M 0 0 0 0 0 0 EN Cl) m m m m 00 0 mm 0 mmmmm 02 0 ,200 = 8 ", 0 0 r9 0 0 0 0 0 LU C:A C? SCS C9 0 C m 0 C7 0...Cr 0 C5 CroQ ca Ca o o 0 ar c� Ca ci ci , 0 r c m C3 C7 0 0' m a M o 01 iIn Wi !h r, CO CJ 0 0 (D! Q 0 C'+I I 0 0 C9 Q 0 Q to '!Pi +r C'TI C9 - ,re9 Cpi 1+ C9 N C9 r+A C? 4["1 xr' C7 :! t7: rel = r� Cls rr7 C? ca 13"; Cr ra ur N 0 m to vP o cv C" coT cry cs 0 ra er m ni 0 0 ,- M na N r r M 69 n � � dra ' . r a 'rr %/5 M * bpi wi am Wr 69 bpi r iii 69 691 K 9 6 ba r aA, &Q, �5 rMSin W7 V Ss C.? c? C? t'd C9 O C> C7 C3 C7 C]� C7 C9 CS CA rX5 C9 r•5 CY C7 C) C? C7 R d C9 CI ,, 'C,Y a Cr C9 CT in 'a *x V N Ma rn mz c=ar i {� C7 P Q C) C9� C7 C7 C7 C3 CN '',C5 C'9 C9 C) C.A CJ' Ca C1 CT Cr Ct �T' 0 C9 Cy rl7 _ a h. a Ca' I J 0 O 'CA Q 0 0 'I 0 a 0 S9 6 t.Y C9 RC' C7 C7 6� 'r� SCF :a '0 0 cC o Q C8 C9 6% Q 1A (A a b9� W5 4.) bq.... m blk d, 4� '� CV C 69 di 0 'w fp I�q,9 C7 4e) C9 G5 LLI �l7 C"9 C? C71 IfiY tf5 l� N �^ + 'rr7 NW) C14 CS„ m 6w5 H9 '}vY 6Ar !I5 69 69 6q Ni fn 69 s �cnt� 14- 0 I a ca I ,, u� o cw ca C o a C Iri An cn ca V% 60 Ge M 0' C) 'I ea o c� cs I e9 c7 ex � ea ca e9a ra e� � C� I,600 cs c c> c+ a ca ca o o c9 o C9 ca w c9 C p r. a ea cr + c9 c9 ci ca ca ca Q ca ca ca a C c5 ca 0 cJ CS Q Sn Q ;; C9 H! I C7 tY4 69 C9 RM 6P9 69 a3 ' 6y' 6r3 C: 'I kA Hi CpY C3 69 aY c? Wa v c9 +a W�r Wa ra dr5 ' rt9 .Z J � :N � M W aL r PYA 6Fi us N : w E 65 b9 2 ca I, Cab O G G G O CM 0 00 00 I0 0 CDC MIC 00 In o va Lq R � q I ' go 0 C7 0 0 CS M 0 0 r o M M M O O CN Ci CD a �9 rp h M M N C4 O 69 �M co <J 6% - 4 O C G'C'9 M en Ca W? cV ^p ["5 N U^5 r"i l5 N m M dR m dpl dpi dpi 6 655' 69 iV N N r) 4v. T„ to 0 W� 5 69 dN toi CD I I I �r �r CL CL C a LL c I m m cp m c 2 m o ; t LL v m a) �r � an uu a +C rr as a cx m ' a r� a m m rn c'. m e ® �3 w za " ® d1 c "c a c e va w as m v d CL E�� r r t9 a C9 c5 © ry .- np - ev c ry Wn ra ry 'y cv w w cr c9 cro cs Wa C 0 Wi L6 W5 as > r" r as ai c5 rim ucaar ? i c �w 'em es ca Go do ca a 0 0 0 +a' d 'c ,- 2 o C] Ca Ca o o tC o Q o o C.7 0 C7 C7 ®...CM o C7 [ .... o 0 CC CC Q O Q C.S O C„'7 Ca CJ C7 CA 0 CJry�Y o C3 {'7 C'7 C7 C7 G9 Ilty U') m IG.1 ca CC o o CD Q dtt ur1 !CI 0 0 LO 0 Ca CC Ca m 0 o CC ( 1+ C7 Ca' 4 t 4 Oda CV Ct C7 aC'a. P« 4CY eG7 CS o o C tLdr 4'S W) IGM IGS 4Cl t*'S C+7' Its c*7 to m c. Ln Mi Cdd LO O N C'rE CV h9 N Ia7 v C- r C tA4 Ef9 6°F td3 tfp CSA BG C _ G➢ m � � nFt ma es; rm esr �� 69 'm I 0 0 a, r- o 0. CC CJ C3....C7 CL7 C.a Q' CJ CJC? Ca ih 9 '.C. CA 9 4°1 I CC oo C7 h4'3to {11 I Q 4f> C� LO r1i Af'Y CJ m C m I C7� C cp O C3 Cd %J 171 c'71 EP u7 ul ca 0 (M 0 m CMD Yl. 0 I C CD C7 C3 0 0 C 0 Q 00 0 o 0 6 C7 0 CJ Ca o' M 0 0 C5 CC a C7 9 o CR C� 0 CC O C.3 0 O 0 Irt C 6 0 C 0 Cl G J 0 0 0 7 7 CC] GJ b 0 Ca I Fda 0 C7 m' Ul) o o U% SFR �'% t!k td}' 69 �m C9 C 4114 tV b Ci 'C CY to C.7 ci'F 14Cr c.,i qq .q. C6 t[i o ctt5 tC5 CLS 'n _ IttD eY' ts7 tL> it cL E v co to r Ca c a �t r eGa �p C 0 ❑. 9 vw 69 bB 69 C6I to tAV IfA b.1 6, rL �Y 7 C � r� � I .0 t C7 C7 ClO C7 C3 . ILD ICgyp"S tf7 Ili 'IE' YSL rLtn I p p �ry t Cod 0 O C7 O o SCS 0 0 0 0 O' C3 Coa CoA ® Q o ca Cb Q C7 to C� tw fl cr 0 0 ca ua R � uz I to I e� r� as rGA a�a CSA! I(y CNAtia N w 11! C9 111.. ;�, arr to 69 0 " 0 6, as ter fa 61r a 69 � a caro Ira sstirrr L4 ro CD � aC0 Co q 0 9 9 9 ca CCl, aC7 oC7 Q C'� Ca I C7 o C) C"a 0s.7 mto 0 o to ' 0 co- Cl to C3 cn o C3 0 0 Ca 0 0 t 0 ca 0 ! EL 47 0 0 0 0 '0 ICA a CC Ca C m 0 0 '0 0 0 tea o 0 n C9 CY o C C9a C Ct Ca ICs C) ca Wa o o qo R +X5 o ca CJ wl ui o wrn 0 0 a to W) 0 tea m IGy ca to w IG N V) 0 GNI P- cw r r. 4x P.. Nto v ry V* P- ru Ut .r m n gar ay am w a La 69 (N 69 69 64twa t9 U, tea 69 N 6% tis w v L II a' C4I e E cr La _ E _ m CMI 1 L L: 3 I II u, L� I e eC G1 cEi, C. . ti c d a LU m y x � 76 �I 0 An ccm m n� m �s a®.. '�!. leg '� 0 Ih va Pti ua.. �' xn � � � rn I � ua ti ttl +» C C7, ca ,7 m m _ m tG m m •C m m m m ca roi p x °; U " GC va ° = It I� .� CSS 4ti cl; ha- 4CA 4GI r r CdV co A 6GS 0.tILL m m qtp r- P.. h, r- f, M ,f5 [17 qG Sd RL7I ICM C3 ra r r` r r ar G� as m ra m xr tLl t a caI. �rn Fc Z ca au C] C7 { 010 O = mo 000 06 do 0 co dd an a�5 Q p 0 0 µd 0 0 CI W% 0 C] W) CS Ca C3 C3 Q CS C� I r- w CS kk ,C C7 Lq 13 rl C3_� C7 Q_ 7 G t*• C R q j C"3 C' C7 Y C2 M'+- rl [gym 4aa SCJ M 0 4' (N to AC!' m t7p N Cl) � M � frig i eC1 'a' �ry k9 c0 'c1' �A' M N li k9 �d'3 Pa51 49 W' P^Y C`d W IA„ 'a3' kVM to 9i3 d9 Npb b°} 9A eir A9 ' C7' 0 0 C,7 0 CYC 0 0 C9 0 I C9 '0 C3 0 C7 N C- 0 CDC� cJ C CS Ce CA CS d CT 'o C7 '�'? Cd C7 C9 Ca C7 C.7 7L+ 469 C� c C7 Y'u CCM '..C7 CO RCX m m v � I 0 0 Q C) 0 C7: 0 C9 0 C] CA C5 C'3 0 Ca C? C3 C9 C1 C7 C3 CY qy C a C? Ca CS C9 47 Ca C7 Cb C CY C1 0 C7 0 CS C� C7 C7 C3 C? u7 I q C7 C} R17' 4:y C) 0 0 0 �0 I'0 0 C'7 C7 C7 ' CS '.Ca � . xN 'dn MA C7� ti9 Ca o +, C3 " Lo C7 �C�" C7 6 t c tU) b 4i cy LL➢ CM Cr C� CF C? CV Ca C7 m c J e+d "" + Ch C9 C aY7 tCt Gs u7 a•.: ux Il M E N r ucr to co cv ua cs a E a ci to C3 u9 C+969vx va W9 maa a to rtir C7 pl SJ W Ut ' os � m s� P CD ca Cs oa 8Ln ci ca C cf en 69 r t— i .y[ C Cti C"S C7 W) 0 in Lei L tLl hu LU Ut3 t+a EN [ra w' LO w ra in' cti R1. .,' w7 ara gal eri' r�9 wa C19 t+`a E , a L LL W � tD C, 0 I, 0 o o ca cx cz � ca c� e� n c Ca � o c ca a ca cs I t7i az cs ca ra cs ca COD C9 C> t� o 'a q raia I raca cs r cr 0ca ae� 'cy 9c± cCcv� m� Ctq. cs 0, a ua 0 0 zFrC5 ok � o Z C ca o c 0 eCCC W clC r- Ca Ni Ln LN 0 m cr 0 Ln a un kn I 0 zr (w o ani ui0 Ca •r "[y a� an C'4 C14 F.9u7 'CO .- v as N Cl) to era m w cv Q7 Z. Oft a 09 W UD 6 4 i13 I c sus T m � c c V u w� c c e� m ee m ca a 0. a m _ eta na ra E'4 d8„„ . ar m :p err aJi M }y Yb u'� rp C iQ 6M19 G4 wda j CS. c4 A aq C7 6a .c -- KM ca � w J Ry. lF 3 to 3 0 0. cv r r rs r cp . 0 C3 � � r raw � t; ria � sy � � m + o ° a tw go a � Ca Ci .9 ca �y � ca ci a c" I c � as a ci o 0 0 T m a ua Ln ,¢ va as o i c� ca + o C' c m ar ca cro cs c `� LO s tr un un us ua arr ara u CL 0 w I a C3 Q Ca d 0 Q 0 0 0 MOQ0 ' aR = R cl 69 to 69 69 Ca 0 o ca ea ca c ci ci0 as ^m C1 EPI - Q 0 C5 O in 0 w 0 C5 �@ M ei w 0 rM r ca e 0 0 C' C' Cr c3 as + ci N to m n.' ov un rk m 0) an m ev chi C', � m raw _ a, 6 ER 69 64 6-1 a *"" R c c LU L69 i � ua, c a o 005 a C � u av air ua rn ca n " s ° to epi ' w aw � - 'a U, w Lb C'' ca ca ei ci ex ci co � � � c7 as i ' C� o o C o c o ci ca cx c, ua er y a c7 za c� r �a q c$ ca Ci n m E 4 a cs a o ata w coy ci C5 rc.*a C5 .� ca S w m sr ry arr m spa V7 as cia R .X LDc r r= cis e�w +cl w NiJ t) c1. , aR m uv m 04 T 0 69 6 U. l.; Ca C9 C7 0 Ca C5 0 CL 0 c i C7 0 � ' 1C 3 m cs � � ca ca C> ca c� a as ca ura mp � �6t a CCyy 0 C5 C'3 0 Cl c;90 0 CTN m C5 'T �2 R &3 Ci C5 C7 C5 C7 cq 1 ! Ly > ar a,• urs 0 N v ors 0 17 c C� Ci sn ¢7g w w w r� v w 6s to m cli w I 04 ms �I W E m LL st U w m a c c z Gi r m m c a as au g� 3 GC ct° w ' ° 0. w w A cri , a- a 7C14 M v to ara P,� ro rnis 8 si 9 00 001 a mm E 0 8 0 0 0 C5 C CLcm un R ui saro sCs ea5 cma ccm us wa I 0 � w CONTRACTOR'S PAY REQUEST DISTRIBUTION: 2015 STREET IMPROVEMENTS CONTRACTOR(1) CITY OF ELK RIVER OWNER(1) SAP 204-135-001, 204-107-007,204-114-003, 204-116-002 ENGINEER (1) BI PROJECT NO. N15.108340 BONDING CO.(1) TOTAL AMOUNT BID PLUS APPROVED CHANGE ORDERS $3,953,239.73 TOTAL, COMPLETED WORK TO DATE $3,685,933.49 TOTAL, STORED MATERIALS TO DATE $0.00 DEDUCTION FOR STORED MATERIALS USED IN WORK COMPLETED $0.00 TOTAL, COMPLETED WORK&STORED MATERIALS $3,685,933.49 RETAINED PERCENTAGE ( 5% ) $184,296.67 TOTAL AMOUNT OF OTHER PAYMENTS OR (DEDUCTIONS) $0.00 NET AMOUNT DUE TO CONTRACTOR TO DATE $3,501,636.81 TOTAL AMOUNT PAID ON PREVIOUS ESTIMATES $2,922,626.58 PAY CONTRACTOR AS ESTIMATE NO. 6 $579,010.23 Certificate for Partial Payment I hereby certify that,to the best of my knowledge and belief, all items quantities and prices of work and material shown on this Estimate are correct and that all work has been performed in full accordance with the terms and conditions of the Contract for this project between the Owner and the undersigned Contractor, and as amended by any authorized changes, and that the foregoing is a true and correct statement of the contract amount for the period covered by this Estimate. Contractor: North Valley, Inc. 20015 Iguana St NW # 100 No en 55330 y 0h�'o 55 Name Title Date CHECKED AND APPROVED AS TO QUANTITIES AND AMOUNT: ENGINEER: BOLTON 7s, P. K INC., 7533 Sunwood Drive NW, Suite 206, Ramsey, MN 55303 p,,�.�- By �... .................. ..............-......- , PROJECT ENGINEER Cody . HolmeE. Datef --6r APPROVED FOR PAYMENT: OWNER: By Name Title Date And Name Title Date Partial Pay Estimate No.: 2015 STREET IMPROVEMENTS CITY OF ELK RIVER SAP 204-135-001,204-107-007,204-114-003,204-116-002 BMI PROJECT NO.N15.108340 W01111;(;01A44''1 I I1 1)11 IROUIJ I UG )BI 1130 3013 AS BID PREVIOUS ESTIMATE COMPLETED TO DATE ITEM UNIT ESTIMATED ESTIMATED ESTIMATED ESTIMATED ESTIMATED ESTIMATED NO. ITEM PRICE QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT 1 2021.501 MOBILIZATION $149,206.38 1LUMP SUM $149,206.38 1 LUMP SUM $149,206.38 1.00 LUMP SUM $149,206.38 2 2101.511 CLEARING AND GRUBBING $3,733.15 1 LUMP SUM $3,733.15 0.8 LUMP SUM $2,986.52 1.00 LUMP SUM $3,733.15 3 2104.501 REMOVE CONCRETE CURB&GUTTER $4.80 880 LIN FT $4,224.00 609 LIN FT $2,923.20 787.00 LIN FT $3,777.60 4 2104.501 REMOVE SEWER PIPE(STORM) $10.93 764 LIN FT $8,350.52 614 LIN FT $6,711.02 614.00 LIN FT $6,711.02 5 2104.503 REMOVE CONCRETE DRIVEWAY PAVEMENT $1.33 5013 SO FT $6,667.29 4192 SO FT $5,575.36 4,192.00 SO FT $5,575.36 6 2104.505 REMOVE CONCRETE VALLEY GUTTER $14.40 40 SOYD $576.00 56.2 SOYD $809.28 56.20 SOYD $809.28 7 2104.505 REMOVE BITUMINOUS DRIVEWAY PAVEMENT $5.07 1628 SOYD $8,253.96 3151.5 SOYD $15,978.11 3,151.50 SOYD $15,978.11 8 2104.505 REMOVE BITUMINOUS PAVEMENT $6.24 400 SOYD $2,496.00 0 SOYD $0.00 0.00 SOYD $0.00 9 2105.501 COMMON EXCAVATION(P) $17.60 16416 CU YD $288,921.60 12222 CU YD $215,107.20 13,886.00 CU YD $244,393.60 10 2105.505 MUCK EXCAVATION(LV) $0.53 12000 CU YD $6,360.00 3000 CU YD $1,590.00 3,000.00 CU YD $1,590.00 11 2105.507 SUBGRADE EXCAVATION EV $10.13 710 CU YD $7,192.30 2643 CU YD $26,773.59 2,643.00 CU YD $26,773.59 12 2105.521 GRANULAR BORROW CV $0.53 14200 CU YD $7,526.00 0 CU YD $0.00 0.00 CU YD $0.00 13 2105.522S E.LECT 105.522SELECT GRANULAR BORROW(CV) $0.53 710 CU YD $376.30 3000 CU YD $1,590.00 3,000.00 CU YD $1,590.00 14 2105.535 PLACE SALVAGED AGGREGATE FROM STOCKPILE(CLASS 7) $4.00 7275 CU YD $29,100.00 4150 CU YD $16,600.00 4,150.00 CU YD $16,600.00 15 2105.607 POND EXCAVATION(P) $10.40 665 CU YD $6,916.00 665 CU YD $6,916.00 665.00 CU YD $6,916.00 16 2118.607 AGGREGATE SURFACING CV CLASS 2MDEPTH) $63.90 925 CU YD $59,107.50 646 CU YD $41,279.40 646.00 CU YD $41,279.40 17 2211.501 AGGREGATE BASE CV CLASS $10.67 15570 TON $166,131.90 22204.95 TON $236,926.82 22,941.60 TON $244,786.87 18 2215.501 BITUMINOUS PAVEMENT RECLAMATION IN $1.62 48764 SOYD $78,997.68 61018.68 SOYD $98,850.26 61,018.68 SOYD $98,850.26 19 2215.501 BITUMINOUS PAVEMENT RECLAMATION(8" $2.08 32576 SOYD $67,758.08 32576 SOYD $67,758.08 32,576.00 SOYD $67,758.08 20 2231.501 BITUMINOUS PATCHING MIXTURE $0.01 675 TON $6.75 27.33 TON $0.27 27.33 TON $0.27 21 2231.604 BITUMINOUS PATCH-SPECIAL(ROADWAY) $42.35 800 SOYD $33,880.00 781 SOYD $33,075.35 781.00 SOYD $33,075.35 22 2231.604 BITUMINOUS PATCH-SPECIAL DRIVEWAY $29.28 1938 SO YD $56,744.64 2023.5 SOYD $59,248.08 2,023.50 SOYD $59,248.08 23 2232.501 MILL BITUMINOUS SURFACE 1.5" $1.38 4226 SOYD $5,831.88 10897 SOYD $15,037.86 10,897.00 SOYD $15,037.86 24 2232.501 MILL BITUMINOUS SURFACE(3") $1.11 6563 SOYD $7,284.93 12852.86 SOYD $14,266.67 12,852.86 SOYD $14,266.67 25 2232.501 MILL BITUMINOUS SURFACE(TAPER 0"-2") $0.92 11305 SOYD $10,400.60 8917 SOYD $8,203.64 8,917.00 SOYD $8,203.64 26 2360.501 TYPE SP 9.5 WEARING COURSE MIXTURE(2,C) $61.02 19037 TON $1,161,637.74 10312.59 TON $629,274.24 14,707.26 TON $897,437.01 27 2360.501 TYPE SP 9.5 WEARING COURSE MIXTURE 4,E $60.09 3486 TON $209,473.74 3788.22 TON $227,634.14 3,788.22 TON $227,634.14 28 2360.502 TYPE SP 12.5 NON WEARING COURSE MIXTURE 2,C $54.65 11648 TON $636,563.20 9272.4 TON $506,736.66 12,706.33 TON $694,400.93 29 2411.618 MODULAR BLOCK RETAINING WALL $30.53 525 SO FT $16,028.25 01 SO FT $0.00 0.00 SO FT $0.00 30 2501.515 12"RC PIPE APRON $602.64 16 EACH $9,642.24 16 EACH $9,642.24 16.00 EACH $9,642.24 31 2501.515 15"RC PIPE APRON $693.30 6 EACH $4,159.80 6 EACH $4,159.80 6.00 EACH $4,159.80 32 2501.515 18"RC PIPE APRON $735.96 6 EACH $4,415.76 6 EACH $4,415.76 6.00 EACH $4,415.76 33 2501.601 DRAINAGE IMPROVEMENTS AND REPAIR PIPE CULVERT $3,749.16 1 LUMP SUM $3,749.16 1 LUMP SUM $3,749.16 1.00 LUMP SUM $3,749.16 34 2501.602 TRASH GUARD FOR 12"PIPE ARPON $351.98 16 EACH $5,631.68 18 EACH $6,335.64 18.00 EACH $6,335.64 35 2501.602 TRASH GUARD FOR 15"PIPE ARPON $405.31 6 EACH $2,431.86 6 EACH $2,431.86 6.00 EACH $2,431.86 36 2501.602 TRASH GUARD FOR 18"PIPE ARPON $474.64 6 EACH $2,847.84 6 EACH $2,847.84 6.00 EACH $2,847.84 37 2503.541 12"RC PIPE SEWER DESIGN 3006 CLASS V $30.93 5321 LIN FT 1 $16,454.76 412 LIN FT $12,743.16 412.00 LIN FT $12,743.16 38 2503.541 15"RC PIPE SEWER DESIGN 3006 CLASS V $33.07 2291 LIN FT $7,573.031 2681 LIN FT 1 $8,862.761 268.00 LIN FT $8,862.76 39 2503.541 18"RC PIPE SEWER DESIGN 3006 CLASS V $37.33 3001 LIN FT 1 $11,199.001 2721 LIN FT 1 $10,153.761 272.00 LIN FT $10,153.76 40 2504.602 ADJUST GATE VALVE AND BOX $266.65 131 EACH 1 $3,466.451 131 EACH 1 $3,466.451 13.001 EACH 1 $3,466.45 Partial Pay Estimate No.: 2015 STREET IMPROVEMENTS CITY OF ELK RIVER SAP 204-135-001,204-107-007,204-114-003,204-116-002 BMI PROJECT NO.N15.108340 W0 1'1;(;01A411'1 I I11)11 IROUIJ I OGIOIJ 1130 3013 AS BID PREVIOUS ESTIMATE COMPLETED TO DATE ITEM UNIT ESTIMATED ESTIMATED ESTIMATED ESTIMATED ESTIMATED ESTIMATED NO. ITEM PRICE QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT 41 2504.602 RECONSTRUCT VALVE BOX $719.97 4 EACH $2,879.88 0 EACH $0.00 0.00 EACH $0.00 42 2506.522 ADJUST FRAME AND RING CASTING $426.65 25 EACH $10,666.25 30 EACH $12,799.50 30.00 EACH $12,799.50 43 2511.501 RANDOM RIPRAP CLASS II $98.13 42 CU YD $4,121.46 42 CU YD $4,121.46 42.00 CU YD $4,121.46 44 2521.602 6"CONCRETE SPILLWAY SPECIAL $213.32 89 EACH $18,985.48 81 EACH $17,278.92 81.00 EACH $17,278.92 45 2531.501 CONCRETE CURB&GUTTER DESIGN B618 $10.61 26613 LIN FT $282,363.93 25337 LIN FT $268,825.57 25,337.00 LIN FT $268,825.57 46 2531.501 CONCRETE CURB&GUTTER DESIGN B818(MEDIAN) $10.611 760 LIN FT $8,063.60 0 LIN FT $0.00 0.00 LIN FT $0.00 47 2531.503 CONCRETE MEDIAN(5") $38.40 96 SO YD $3,686.40 0 SO YD $0.00 0.00 SO YD $0.00 48 2531.507 CONCRETE DRIVEWAY PAVEMENT 7" $43.20 1897 SO YD $81,950.40 1061.03 SO YD $45,836.50 1,075.03 SO YD $46,441.30 49 2531.604 CONCRETE MEDIAN NOSE-SPECIAL $57.60 42 SO YD 1 $2,419.20 01 SO YD $0.00 0.00 SO YD $0.00 50 2531.604 7"CONCRETE VALLEY GUTTER $57.60 40 SO YD $2,304.00 56.2 SO YD $3,237.12 56.20 SO YD $3,237.12 51 2535.501 BITUMINOUS CURB(6") $6.24 2100 LIN FT $13,104.00 4159.5 LIN FT $25,955.28 4,159.50 LIN FT $25,955.28 52 2563.601 TRAFFIC CONTROL $8,746.24 1 LUMP SUM $8,746.24 0.95 LUMP SUM $8,308.93 1.00 LUMP SUM $8,746.24 53 2563.601 FLAG PERSON(BNSF CROSSING) $15,999.23 1 LUMP SUM $15,999.23 0 LUMP SUM $0.00 0.25 LUMP SUM $3,999.81 54 2564.531 SIGN PANEL TYPE C $32.00 435 SO FT $13,920.00 3 SO FT $96.00 342.00 SO FT $10,944.00 55 2565.602 NMC LOOP DETECTOR 6'X 6' $1,056.42 39 EACH $41,200.38 38 EACH $40,143.96 38.00 EACH $40,143.96 56 2573.502 SILT FENCE TYPE MACHINE SLICED $1.92 6498 LIN FT $12,476.16 4026 LIN FT $7,729.92 4,026.00 LIN FT $7,729.92 57 2573.53 STORM DRAIN INLET PROTECTION $127.99 48 EACH $6,143.52 45 EACH $5,759.55 45.00 EACH $5,759.55 58 2573.533 SEDIMENT CONTROL LOG TYPE WOOD CHIP $3.04 3870 LIN FT $11,764.80 876 LIN FT $2,663.04 1,696.00 LIN FT $5,155.84 59 2573.535 STABILIZED CONSTRUCTION EXIT $874.63 2 EACH $1,749.26 0 EACH $0.00 0.00 EACH $0.00 60 2574.508 FERTILIZER TYPE 3 $0.53 1745 POUND $924.85 1150 POUND $609.50 3,040.00 POUND $1,611.20 61 2574.525 COMMON TOPSOIL BORROW CV $9.07 2360 CU YD $21,405.20 25 CU YD $226.75 25.00 CU YD $226.75 62 2575.501 SEEDING $133.33 5 ACRE $666.65 4.3 ACRE $573.32 8.70 ACRE $1,159.97 63 2575.502 SEED MIXTURE 25-121 $3.35 305 POUND $1,021.75 202 POUND $676.70 532.00 POUND $1,782.20 64 2575.562 HYDRAULIC MATRIX TYPE BONDED FIBER $1.07 17500 POUND $18,725.00 3500 POUND $3,745.00 30,400.00 POUND $32,528.00 65 2582.501 PAVEMENT MESSAGE LEFT TURN ARROW EPDXY $124.88 9 EACH $1,123.92 8 EACH $999.04 8.001 EACH $999.04 66 2582.501 PAVEMENT MESSAGE RIGHT TURN ARROW EPDXY $124.88 6 EACH $749.28 7 EACH $874.16 7.00 EACH $874.16 67 2582.501 PAVEMENT MESSAGE(LEFT-THRU ARROW)EPDXY $192.99 2 EACH $385.98 2 EACH $385.98 2.00 EACH $385.98 68 2582.501 PAVEMENT MESSAGE(THRU ARROW)EPDXY $124.88 2 EACH $249.76 3 EACH $374.64 3.00 EACH $374.64 69 2582.501 PAVEMENT MESSAGE(RR XING)EPDXY $737.91 4 EACH $2,951.64 0 EACH $0.00 4.00 EACH $2,951.64 70 2582.502 4"SOLID LINE WHITE-EPDXY $0.26 26856 LIN FT $6,982.56 1693 LIN FT $440.18 26,237.00 LIN FT $6,821.62 71 2582.502 4"BROKEN LINE WHITE-EPDXY $0.26 1660 LIN FT $431.60 1740 LIN FT $452.40 1,740.00 LIN FT $452.40 72 2582.502 4"SOLID DOUBLE LINE YELLOW-EPDXY $0.51 26428 LIN FT $13,478.28 19099 LIN FT $9,740.49 31,731.00 LIN FT $16,182.81 73 2582.502 24"SOLID LINE WHITE-EPDXY $7.95 285 LIN FT $2,265.75 218.5 LIN FT $1,737.08 218.50 LIN FT $1,737.08 74 2582.503 CROSSWALK MARKING-EPDXY $4.54 1458 SO FT $6,619.32 1314 SO FT $5,965.56 1,314.00 SO FT $5,965.56 TOTAL AMOUNT: $3,731,643.70 $2,929,423.10 $3,469,632.60 CHANGE ORDER#1 75 2021.501 MOBILIZATION $149,206.38 0.051 LUMP SUMI $7,460.32 0.05 LUMP SUM $7,460.32 0.05 LUMP SUM $7,460.32 76 2105.501 REMOVE CONCRETE CURB&GUTTER $4.80 351 LIN FT 1 $168.00 10 LIN FT $48.00 10.00 LIN FT $48.00 77 2231.501 BITUMINOUS PATCHING MIXTURE $0.01 25 TON $0.25 0 TON $0.00 0.00 TON $0.00 78 2232.501 MILL BITUMINOUS SURFACE(1.5") $1.38 9900 SO YD $13,662.00 9611 SO YD $13,263.18 9,611.00 SO YD $13,263.18 79 2360.501 TYPE SP 9.5 WEARING COURSE MIXTURE(2,C) $61.02 8501 TON 1 $51,867.00 781.08 TON $47,661.50 781.08 TON $47,661.50 80 2531.501 CONCRETE CURB&GUTTER DESIGN B618 $10.61 351 LIN FT 1 $371.35 10 LIN FT $106.10 10.00 LIN FT $106.10 $73,526.92 $66,539.10 $66,539.10 CHANGE ORDER#2 81 2021.501 MOBILIZATION 1 $149,206.381 0.051 LUMP SUM $7,460.32 0.051 LUMP SUM $7,460.32 0.051 LUMP SUM $7,460.32 82 2104.501 REMOVE CONCRETE CURB&GUTTER $4.801 50 LIN FT $240.00 01 LIN FT I LIN FT 1 $0.00 Partial Pay Estimate No.: 2015 STREET IMPROVEMENTS CITY OF ELK RIVER SAP 204-135-001,204-107-007,204-114-003,204-116-002 BMI PROJECT NO.N15.108340 W0 1'1;(;01A44''1 I I1 1)11 IROUIJ I UG ('1EI 1130 3013 AS BID PREVIOUS ESTIMATE COMPLETED TO DATE ITEM UNIT ESTIMATED ESTIMATED ESTIMATED ESTIMATED ESTIMATED ESTIMATED NO. ITEM PRICE QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT 83 2105.501 COMMON EXCAVATION(P) $17.60 815 CU YD $14,344.00 690 CU YD $12,144.00 690.00 CU YD $12,144.00 84 2215.501 BITUMINOUS PAVEMENT RECLAMATION(8"DEPTH) $2.08 5870 SO YD $12,209.60 4964 SO YD $10,325.12 4,964.00 SO YD $10,325.12 85 2232.501 MILL BITUMINOUS SURFACE TAPER 0"-2" $0.92 535 SO YD $492.20 0 SO YD $0.00 560.00 SO YD $515.20 86 2360.501 TYPE SP 9.5 WEARING COURSE MIXTURE 2,C $61.02 865 TON $52,782.30 0 TON $0.00 815.83 TON $49,781.95 87 2360.502 TYPE SP 12.5 NON WEARING COURSE MIXTURE(2,C) $54.68 1016 TON $55,554.88 818.76 TON $44,769.80 818.76 TON $44,769.80 88 2531.501 CONCRETE CURB&GUTTER DESIGN B618 $10.61 50 LIN FT $530.50 0 LIN FT $0.00 0.00 LIN FT $0.00 89 2563.601 TRAFFIC CONTROL $8,746.241 0.25 LUMP SUMI $2,186.56 0.25 LUMP SUMI $2,186.56 0.25 LUMP SUM $2,186.56 90 2573.530 STORM DRAIN INLET PROTECTION $127.99 5 EACH $639.95 0 EACH $0.00 0.00 EACH $0.00 91 2582.502 4"SOLID LINE WHITE-EPDXY $0.261 2400LIN FT $624.00 0 LIN FT $0.00 0.00 LIN FT $0.00 92 2582.502 4"SOLID DOUBLE LINE YELLOW-EPDXY $0.51 12001 200 LIN FT $612.00 0 LIN FT $0.00 1,135.00 LIN FT $578.85 93 2582.502 24"SOLID LINE WHITE-EPDXY $7.95 24 LIN FT $190.80 0 LIN FT 1 $0.001 0.00 LIN FT $0.00 $147,867.111 $76,885.801 $127,761.79 TOTAL AMOUNT: $3,953,239.73 $3,074,646.00 $3,665,933.49