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HomeMy WebLinkAbout2008-02-20 PACKET 07.B.REQUEST OF CITY COUNCIL ACTION COUNCIL AGENDA MEETWG ITEM # � � DATE 2/20/08 PREPARED BY: Engineering Jennifer Levitt ORIGINATING DEPARTMENT STAFF AUTHOR ��.�,���������������������,,�����,����,���������� COUNCIL ACTION REQUEST: 1. Consider awarding the contract for the 2008 Pavement Management Project to Valley Paving, Inc. in the amount of $4,909,814.24. 2. Consider adopting the assessment method as proposed in option four, allocating direct water main replacement costs against the water utility. 3. Consider directing staff to prepare an ordinance allowing for partial prepayment of assessments. STAFF RECOMMENDATION: 1. Award the contract to Valley Paving, Inc. in the amount of $4,909,814.24. Valley Paving, Inc. submitted the lowest of twelve bids received. 2. Adopt the assessment method as proposed in option four, allocating direct water main replacement costs against the water utility. 3. Direct staff to prepare an ordinance allowing for partial prepayment of assessments. BUDGET IMPLICATION: SUPPORTING DOCUMENTS: BUDGETED AMOUNT ACTUAL AMOUNT � MEMO/LETTER: Chad Setterholm, February 13, 2008; Ron Hedberg, February 11, 2008. ❑ RESOLUTION: ❑ ORDINANCE: ❑ ENGINEERING RECOMMENDATION: ❑ LEGAL RECOMMENDATION: � OTHER: Bid Tabulation. ADMINISTRATORS COMMENTS: � City Administrator U Date % .t 'k * * R * * * * * k k :F :F 'k :F Y: * :F Y: * h .t W :t k x' 'k * * * * * * * * * * k k * k :Y Y: :F :F 'k COUNCIL ACTION TAKEN: �APPROVED ❑ DENIED ❑ OTHER � D$ - C� G:\cierk\City Council\Council Action Forms�2008\Pavement Management Bid doc City of Cottage Grove MemO Economic Development Authority TO: FROM DATE: RE: Honorable Mayor and City Council Ryan Schroeder, City Administrator Ron Hedberg, Finance and Administrative Services Director February 11, 2008 Information related to the assessment of 2008 Pavement Management project costs. Introduction Council held a public hearing on the 2008 Pavement Management project on December 5, 2007. After conclusion of the hearing Council ordered the project but directed staff to propose water main assessmenUfinancing methods other than the straight 45% assessment method presented at the hearing. This direction was as a result of input received at the hearing. Discussion The assessment procedure presented on December 5 follows the adopted Infrastructure Management Task Force (IMTF) policy which directs that 45% of all street and utility costs be assessed. This resulted in an estimated assessment in the range of $3,200 to $3,500 based on the engineers estimated costs. That evening a number of questions were raised regarding the equity of assessing all properties equally for water main improvements that apparently benefited a smail number of parcels. The public testimony suggested that those receiving the water main improvements should pay a higher assessment or that the City funds generally should pay resulting project costs. The action taken by the Council that night was to cap the assessment to any property at an amount not to exceed $3,500 to provide assurances regarding the potential maximum assessment. Council also directed staff to look at different ways of funding the water main improvements. A number of options have been reviewed for allocating these costs in fair and equitable manner while remaining compliant with the IMTF policy. We also had transparency and simplicity as goals so that whatever tweaking of policy occurred could be easily translated to the next pavement management project. A number of different options were proposed for allocating the costs related to the water main replacement including: 1. Leave as is — all 955 properties would pay the same assessment amount. Comments received at the public hearing were that the individuals receiving the water main were receiving a higher level of benefit and should be assessed accordingly. Going forward this method may not be perceived as fair and City Council 2008 Pavement Management Assessments Page # 2 equitable, as was the case for this project. The advantage of this option is it remains absolutely consistent with existing policy. The disadvantage is the equitabie treatment concern. 2. Allocate the water main related costs only to those properties receiving water main replacement. Without the cap of $3,500 the assessments to the properties in this area would have been assessed $6,640 based on the original engineer estimate and the remaining property assessments would go down to $2,840. It was felt that it would be hard to support assessments at the $6,640 Ievel with an appraisal. Further, Council set at cap at the public hearing of $3,500 so method would need to be adjusted in this project in accordance with the cap. The resulting assessments, given the cap, against the 90 properties directly affected by the water main wouid be $3500. The advantage of this method is that there would be recognition through disparate assessments of the unique benefit received in a portion of the district. The disadvantage would be in going forward how to draw a line between those properties receiving a somewhat enhanced benefit (and therefore cost) and those not. 3. Provide a credit to the assessment amount for the un-depreciated portion of the watermain being replaced. We currently depreciate the pipe over 50 years (which is not a predictor of pipe life but instead an accounting standard) and the remaining life of these pipes would be 15 years. We don't have accurate cost information back to 1973 (when the pipe was installed) so we applied an average cost increase of 5% to get to the originai cost estimate of $142,000. The un- depreciated portion would be $42,600 and the credit for the assessed portion would be 45 % of this or $19,170. The advantage of this method is it addresses the publicly expressed concern of premature pipe failure and issues a credit for that premise. The disadvantage is that the method does not address concerns from persons residing outside of the unique benefit area. 4. Another option (and the recommended option) was having the water utility pay for the costs associated with the watermain portion of the project and assessing project costs not directly associated with the pipe (such as the street and curbing costs installed above the pipe which is the same/similar to the remainder of the district. Based on the bids received, $261,838 ($366,573 after factoring in the 40% engineering admin and contingency) would be specifically related to the watermain replacement. Engineering staff spent time analyzing each of the line items of the project to determine what exactly would be a cost associated with replacing the water main in this area and what would be a benefit to the project area as a whole, similar to the treatment for the sanitary sewer and storm water portions of the project. For example mobilization, traffic control, new hydrants, etc. are costs that benefit the general area and wouid be included in the amounts assessed 45% to the project area. The costs identified as being specifically related to the water main replacement are proposed to be 100% funded by the water utility. City Council 2008 Pavement Management Assessments Page # 3 This is the current recommended option. It would require the water utility to cover a larger share of the project than originally contempiated at the December 5 hearing. The advantage of this option is that it is easily understood and replicated in future pavement management projects. It also continues to follow the IMTF policy as it relates to incidental utility costs but suggests that in situations where system wide projects are occurring there would be a different approach. The disadvantage to this approach is that the utility customer will be picking up project costs of this type through future rate adjustments. At the Public Hearing there were concerns expressed that this was not the appropriate year to proceed with this project. We suggested, in response, that we anticipated a good bidding environment that might result in project costs below engineer's estimates. Based on the recap of the bids received, the total bid is in fact significantly lower than the engineers estimate. The largest savings is in the streets portion of the project where the bidding environment was extremeiy competitive. The engineers estimate was $5,631,428. The low bidder came in at $4,909,814. Total project costs with engineering and administrative costs and contingency are at $6,873,740 down from $8,457,718. The resulting projected assessment would be in the $2,220 to $2,440 range, significantly lower than the original estimated $3,200 to $3,500. The total amount that would be paid through an annual property tax levy is expected to be $2,984,439 compared to the original estimate of $3,630,000. The balance of project costs are paid for by the water utility. Streets Sanitary Sewer Water Main System Beneflt Water-Direct water main imp Trunk Water Main Storm Sewer Orig Engineer Estimate Construction Cost $ 3,969,225 766,495 261,203 301,350 778,99I 154,164 5,631,428 Bid Tab Amounts Totai Cost* $ 3,130,987 5 4,383.382 236,348 330,887 261,838 366,573 870,942 1,2�9,319 4,500,115 6.300,161 Assessed % WaterUtility WaterArea Amount (45%) Assessed Fund Fund $ 1,972,522 45.0% $ - $ - - #DIV/O' 148,899 450% 181,988 - 0.0% 366,573 - 0.0% 1,219.319 - #DIV/0i 2,121,421 33.7% 548,561 1,219,319 Trailimprovements 292,069 327,71� 458,795 Park Improvements 1�7,730 81,988 114,783 Shelter Option C - - 0 - $ 6,04"1.227 S 4,909,814 $ 6,873,740 $ 2,121,421 * rotal Sewer and Storm costs mcluded in Streets on bid amounts Parcels Assessed 955 Appmximate Assessment Per parcel $ 2,221 00% 30.9% Property Tax Levy $ 2,410,860 2,410,860 458,795 114,783 - - 0 548,561 1,219,3�9 2,984,439 At the public hearing we received a request by a few residents to be allowed to make a partial prepayment on the assessments to lower the amount that is certified and spread over future years. MN Statutes provide that cities may collect partial prepayments within 30 days of tne adoption of the assessment roll if the City's ordinances provide for City Council 2008 Pavement Management Assessments Page # 4 this. Currently Cottage Grove's ordinances do not provide for partial prepayments but if Council concurs with offering partiai prepayment we would work to amend the ordinances to provide this over the next few months. Staff Recommendation Staff recommends that the assessment method be modified to include ailocating the specific costs related to the water main replacement against the water utility instead ot assessing a portion of those costs. Staff is also seeking council direction on whether the ordinances should be amended to provide the ability to accept partial prepayments within 30 days of assessment roll adoption. Action Requested Council direction is requested on the method of assessing the costs of the project, in particular the costs associated with the watermain replacement, and direction on accepting partial prepayments within 30 days of assessment roll adoption. Council Action: 1. By motion adopt the assessment method as proposed in option four (4) allocating direct water main replacement costs against the water utility 2. By motion direct staff to prepare an ordinance allowing for partial prepayment of assessments f:7 �.Ii7R1j� [�7. �. [���F:� RESOLUTION AWARDING BID FOR 2008 PAVEMENT MANAGEMENT PROJECT TO VALLEY PAVING, lNC. IN THE AI'JlOUNT OF $4,909,�14.24 WHEREAS, Plans and specifications were completed according to city standards, and WHEREAS, bids were requested to provide the necessary work; and WHEREAS, twelve firms submitted a bid; and WHEREAS, it appears that Valley Paving, Inc. is the lowest responsible bid; and WHEREAS, it is the recommendation of the City Engineer that the contract be awarded to Valley Paving, Inc. NOW THEREFORE BE IT RESO�VED, by the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, that the bid for the 2008 Pavement Management to be awarded to Valley Paving, Inc. in the amount of $4,909,814.24. Passed this 20th day of February, 2008. Sandra Shiely, Mayor Attest: Caron M. Stransky, City Clerk � �y � ! �� �* Z � . $' � J � S> .��.s':' R `'; �' �. February 13,2008 RF: Cnttage Gcove, Minnesota 2008 Pavement Manngement Project Highland Are2, District 13 City Pro,ject No. OR-001 SCH No. A-CO'C'PG0801.00 HonoraUle M�ryor and City Council City of Cottage Grovc 751G 80"' St. S. Cattage Grove, MN 5501(-3161 Dcar Mayor und Council Members On February 12, 2008, at t 1:00 a.m. twelvc bids were received for the above-referenced projecL "Phe bids ran�ed from n high of $5,687,000.00 to a low of $4,909,$14.24. The luw bid was submitted by Vailey Paving, Inc. Contractor 7otai Bid 1 Valley Paving, Inc. $4,909,814.24 2 Tower Asphait, inc $5,260,002.19 3 Hardrives Inc. $5,269,076.50 4 Danner Inc. $5,300,368.57 5 Ace Blacktop Inc. $5,421,891.45 6 Palda and Sons, Inc $5,442,236.03 7 Northwest Asphalt Inc $5,4$5,911.96 8 McNamaraContracting $5,521,325.68 9 Kuechle Underground $5,566,890.50 10 Max Steininger Inc $5,568,187.98 11 Shafer Contracting Co. $5,638,775.90 12 Frattalone Companies $5,687,000.00 Enqineer's Estimate ($5,567,895.90) *'�` Denoles correeteel figirre .� .. .. In reliance on aur expericnce wit(i Valley Puving, Inc. andlor materials and information provicled by Vulley Puving, Tnc., we huve detcr�mined that they {1) h�ve a sufficient understanding of the project and equipment to perform the construction tior which it bid; and (2) uccording to the'rr bc�nding agent they presently have thc finxnciul lbility to complele the project bid. SliH makes no representation or warranty as to the actual financial viability of the contractor or its ability to complete its work. Accordingly we recommend the project be awarded to Vallcy Paving, Inc. in the amount of $4,909,814.24. This compares favorably with the Engineer's I:stimate for this project of $SS67,89590. Sinccrcly, L��"�� Chad E.Seuerhotm,PE Project Manager ah s Ymkkoub`��1WMc�xme.';ymcA.l�rccump�ovenkmMttuwrrJl .ioe 5horh GllintC dicndric?csax fnc., 353'i Vadnais Centei Urive, SL Paui, MN 5'i I10-519b SFFI is an cyu.ii opporwuiry enipluyer � v.vr�v.sc4�iri...<'<>nF � LSL490.2000 � H00.37.i.7D5S � GS 1.490.2150 B�x g}►gV�q'�'��W OF ��D.'$ S�amomscmroweargwe � 2008 Pavemant Management Projecq Htghlaatls Area, OisMct 3 Cky of Cottaga Grove, btinnesaa SENNO.:A�COl7G�801.00 ClfantNO.:08-0Oi Bid Date:71:00 a.m., Tuestlay, Fabruary tY, 2�Q8 Engineer's Esbmate 55,56T,895.90 Est. Itam No. Itam Unk �uanpty 1 MOBILIZATION LUMPSUM t 2 FIEl00FFiCE LUMPSUM i 3 CLEAR TREE 56 4 GRUB TREE 56 5 CLEARANDGRUB ACRE OS 6 REMOVECtIRBANOGUTTFR LINFf I 22350_ 1 REMOVE CMP 8 RCP PIPE (STORM) lIN FT I ]61 8 REMOVE WATER MAIN lIN FT 205. 9 REMOVEBI7UMINOUSDRIVEWAYPAVEMENT SQYD 180, t0 REMOVEBITUMINOUSPAVEMENT-STREETANOBIKETRAIL SQYD 4854 N REMOVECONCRETEPAVEtAENT SQYD � 2�00 t2 REMOVE CONCRETE WAlK SQ FT ( 3326 13 REMOVE CONCRETE VALLEY 6UTTER EACH 5 14 REIAOVE CATCH BASIN OR MANMOLE (STORM ) EACH 15 15 REMOVE PEAESTRIAN CURB RAMP EACH 4 18 SAWING CONCRETE PAVENENT (FUIL DEP7H) lIN Ff 966 il SFWINGBITPAVEMENT(F�LIDEPTH) LINFT 2t96 18 SALVAGE & INSTAIL CONCRETE PIPE STORM SEWER LIN FT 30 19 SALVAGEHYDRANT EACH �3 20 a� 22 23 24 25 2fi 27 28 23 30 31 32 � 34 35 36 37 36 39 40 41 42 SANAGE CASTING (STORN) SALVAGE & INSTALL 24" ftCP fES SAIVAC+E & INSTALL CASTIWG (STORM) SAIVAGE & IN3TALl CASTING (SANITARVJ SALVAGE & INSTAIL FENCE SALVAGE 81NSTAI.L SIGN SALVAGE & INSTALI SPRINKIER SYSTEM (RESIDENTIAIj SALVAGE & INSTAII SPRINKLER SYSTEM (COMMERqALj SAI,VAGE & INSTALL LIGHTPOLE ABANOON WATER MAIN ADJUST CASTIN� (CLEANOUT} COMMON EXCAVATION (P) SUBGRADE EXCAVATION (P) SAIVAGE TOPSOII (4") (P) PIANTING TOPSOIL (CVJ TOPSOIL BORiiOW (CV) SELECT TOPSOIL 80RROW (CV} LABORER 3 CY FRONT ENO LOADER 3 CY BACKHOE STREET SWEEPER (`MTH PICKUP BROOM) CALCIUM CHlOR10E SOLUTION WATERFORDUSTCONTROL EACH EACH EACH EACH lIN FT EACH LIN FT LIN FT EACFi ILIN FT EACH CU YLl CU YD CY CU YO CU YD CU YD HOUR HOUR HOUR NOUR GAL MGAL 9 i 95 361 460, Ci 1200 560 1T 5131 tii9t 300 isoz 6a 8665 9875 360 180 160 iW, 250� 650 UMt Ptice s2si.voo 00 S,UOOOC t83.00 98.U0 5,]20 00 2.50 8.50 6W 2.95 2.95 5.00 5.00, 200.00 274.00 300.W 4.U0 2.00 20.00 i.000.00 100.00 35U.00 2ss.00 265.00 20.�0 100 00 s o0 7.00 500 00 3.40 1W00 9.00 t�.00 t5.00 30.00 600 16.00 5B.5Q 113.00 140 00, 103.00 2 00 27 00 .� - �� g " y ChadE.Setterfiol� P �./ ��� a Registration No.40913 TolaiPrica sxzi.mo 00 55.00�.00 y1o298D� $5.488.00 $2.860.00 $55,675.00 $6.468.50 $1.230.00 $531 00 Si4.3i9.30 $t0,W0.00 516,630.00 $i,W0.00 $4.110.�0 $t.200.00 S3.Ba0.00 I 5a.as2.00 $600.W � St3,00000 5900.W S35o.00 $25JP5.00 $79.765.00 59200.00 � sa.�ao oa � S6,o0o 0o I sa.soo.00 � SB.500.00 $i].445.4� $1�000 $100,]1900 $3,000 00 Szz,sw.00 $t,8�0.00 569.326.00 §t58,64606 $21.O60Aa 520.34� 00 szs,zao.ao St0,300.W Y5.o0o W $i7,559.00 I Valley Pavmg. tnc. TowerAS�haU, inc HaNnves Inc BBW 13th Avenue East 15�91 HutlSOn Rtl. 14475 Quicam Dn Sh�opee. MN 553T8 Lakeland, MN 55043 Ragers. MN 55314 $4.909.8t424 55.260P02.19 $6.288.OT850 Uo{t Price &s�.soo.00 214 2.50 25.5� 629.t7 110.t6 t.22] 51 2]5 00 2l5 00 il8t 12].95 e.sa, 5 63 230.53 9.3� 255 ]4 9 T4 15.00, fi.00 3].00, 9.00 1525 60 �0, 110 00 125.�0 125.�0 1 36, 72A0 Total Ptice UMt Price I To 897,9W.00 $75.QOQ001 S 33.854.54 5.000.00� $4.368 W i50A�� $4.368.W 50-00) gs,5W9o- a,wo.00� $73.755 �0 3.50 $ 57.�8.81 9A0 $1,469.85 ].00 $1,585.80 tO.W 850.091.7$ 2.00 $t8,50100 6.00 $ $3,658.60 1.00 S3,W0.00 150.00 83222.30 210.00 &8800 100.00 53.93G.00 5.00 $5,690.�0 2.06 $�6Z1Q 2500_ $B.t]8.43 615.00 3991.44 75.OQ $1221.51 1.200A0. 526,125.W 2800� 582.775.00 2&i �0 $822020 t2.Q0 55245.95 125.�0 s7,sea.00 z.00 $2,Bt5.�0 4.�0 $4.939.0'1 � 285.00 $t7291 4� � 3.30 3 $25574 25�A0 S109AW.34 24Aa 32 $4,500.00 10.00� $9.Ot2.00 8.00� $2220 GO 20.00� $T�,98S00 t00 3151.203.�5 4.00 $21.60o OU 55 00 $t9,8W-00 116.00 §22,50U.00 166.�0 $t2.500.�6 10000 $54W00; 3.5� §7,806.00 , t.�0 talPrEce �s,00a oa $S,W0.00 58,400.00 42,80000 S22W 00 7&,225 00 $6,849 00 51.435.00 $t.800,00' S9.7U8.�0 12.600 W $3.326 00 $750.00 $3.150 0� $4W W SA.800.00 $4.392.00 $]SODO $P,995A0 $675.�0 Ss.zW W $26,600.00 §84.280.0� � ss.szo 00 55.12506 $2,A00.06 sz.00aoa $4,845.00 16,932.30 5250 00 23.820 00 S3.o00 00 ss.oizw yt,240.�0 $6,665.W $39.66Q.00 $19.800.00 5/9.80060 §28,80066 $10,000.00 $B,T56.00 5656.06 Unit Ptica s�+.wnoa 62tU.W 162.W 135A0 4,850 W 3.%� 9.�0� T.55� 3.9a 2.45 5 t5 Q.88� 442.OU� 226.00� 339.00� 4.55� 2.30f 2890f 663 OOi BO.SQ` 1,29000� 302 00 302.00 t350 119A0 4.50 8.45 307.00 3.55 227.00, t0.�0 52.3� r.as 3I.]Q 13.80 1l.30 53.80 so.za 549 00 189 00 2.80 22.60 Total PNCe 5�1.500.00 $6,21000 $9,072.00 57,56Q 00 $2,425.00 :74.872.SQ 57.381I0 $t.5n/.!S SI�2.�0 $t1,8�31.3U frt�.&t5.40 $2,926 8fl $2,210.00 $3.3f70.00 $1.356.0� $4.368.�0 $S.OW 80 S80/.00 $8.619.00 $P272Q St 2sa.o0 528.690 W 590.902.00 ss.z�o.00 $4.BJS.W Ss.aoo.w sa,ns.� 55219.W $18.215.tl5 5227.04 51t9.T43.7U 33,690 00 Stt,t89.9Q 52.282.00 §119.5�1 �0 $1�1.528.SQ 513.368.00 514.496.W 526,BE0 W 518.9W.W s�.000 cw $14,69�.W Short EI6ott MerWrickson Inc Page 1 of i6 ' t ' ABU�T,QN QF B�DS Shatletlareatlefwtescortectetlfigu�e ' 2008 Pavemen[ Management Projecq Highlantls Area, D�strict 3 Ciry o(COttaga Grove, Minnesota SEH No.: A-COTTG0807.00 Client No.: 08-001 Bid Date�,11:00 a.m., Tuesday, February 12, 2008 ttem No. Item 43 AGGREGATEBASECI.V-100%CRUSHED (LIMESTONE) (FOR �RIVEWAYS) (C� 44 AGGREGATE BASE PLACED, SALV. BIT. & CL.5 (P) (C� 45 AGGREGATE BASE PLACE�, STOCKPILED 46 PULVERIZE BITUMINOUS PAVEMENT (P� (70") 47 SAW 8 SEAL BITUMINOUS JOINT 48 TVPE LV 3 N/EARING COURSE MIXTURE 49 TYPE LV3 NON WEARING COURSE MIXTURE 50 TYPE NIV 3 WEARIN6 COURSE MIXTURE 51 TYPE MV 3 NON WEARWG COURSE MIXTURE 52 TYPE LV 4 WEARING COURSE MIXTUIRE (TRAILS 8 DRIVEWAVS) 53 BITUMINOUSMAiER1ALFOftTACKCOAT 54 CRUSHE� ROCK PIPE BEDDING MATERIAL 55 12" RCP SEWER. CL4SS V, �ESIGN 3006 56 15" RCP SEWER, CLASS V, DESIGN 3006 57 18" RCP SEWER, CIASS V, �ESIGN 3006 58 24" RCP SEWER, CLASS IV, �ESIGN 3006 59 12" RC APRON 60 18" RC APRON 61 24" RC APRON 62 6" PVC SANITARY SEWER SERVICE PIPE, SDR 26 63 8"X6"PVCWYE 64 8" PVC SANITARY PIPE SEWER SPOT REPNR, SDR 35 65 8" PVC SANITARY PIPE SEWEft, S�R 35 66 CURED IN-PIACE PIPE LINER FOR 9" VCP (MH TO MH) 67 CURED IN-PLACE PIPE LINER FOR 9" VCP (SPOT REPAIR) 68 CONNECT TO EXIST. SANITARY MANHO�E 69 CONNECT TO EXIST. SANITARV SERVICE 70 RECONSTR�CT MANNOLE (SANITARY) 71 6" GATE VALVE AN� BOX Unit TON CY CV SQ YD lIN FT TON TON TON TON TON GAL TON LIN fT LIN FT LIN FT LM FT EACH EACH EACH lIN FT EACH LIN Ff LW FT LIN FT LIN FT EACH EACH LIN FT EACH Est Quantity 1110 �0095 4542 219560 77615 16620 21380 4810 6415 2017 Engineer's Esfimate $5.567,895.90 Unit Price 22.00 8.00 6.00 0.70 0.25 46.00� 44.00I 46.00 44.00 60.00 11085 250 914 723 25 104 2 6 1 176i 10 125 70 1205 50 4 48 723.5 39 1.50 27.00 31.00 33.00 36.00 43.00 300 00 500.00 800.00 30.001 50.00 89.00I 25.00 40.00� 40.00 550.00) 800.00� 200.00I 1,000 OOI i Valley Pamng, Inc. 8800 13ih Avenue East Shakopee, MN 55379 $4.909.81424 Total Pnce Unit Price Total Price $24.420.00 22.00 524.420 00 580,]60.00 527252.00 $153,692,00 $19,40375 $764,520.00 5940,720.00 5221,260.00 5282,260.00 s�zi,ozo.00 9.50 $95,902.50 650 $29,523.00 1.05 5230,538.00 1.11 $86,152.65 40.43 $6�1,946.6� 38.63 5825,909.40 39.43 $789,65830 39.40 $252,75100 49.40 599,639.80 $16,62750 $5,25a.00 $28.334.00 $4,�59.00 $900 00 sa,an.00 $600 00 $3,�00.00 $800.00 $52,830.00 $500.00 $11.125.00 $250.00 $48,200.0� $2,000.00 52,200.00 $38.400.00 $24,700.00 $39.000.00 2.31 21.49 23.53 25.5� D.62 37.85 956.45 i,osa.sa 1,636.69, 9.93 214.82 90.01 37.65 34.32 246.87 1,534.40 583 08 27927 997.38 $25,606.35 $5,372 50 $21506.42 $3,145 71 $690.50 $3,93640 $i.972.90 $6,567 24 $1 636.69 $17.486 73 $2.14820 $11.25L25 5378.50 $41,355.60 $12 343.50 §6,137.60 $27.987.64 534,489 85 $38.697.62 CA Tower Asphalt, lnc 15001 Hutlson Rd. Lakelana. MN 55043 $5260,002.i9 UnitPrice' ToWlPrice 100 $1.11�.00 zo.00 s2otsoo.ao 400� $16,168.00 2.00� $439.120.00 109� $84,600.35 44.00I $737,280.OD 42.00I $897,960.00 45.00 $2i6,450.00 43.00I $275.845.00 SSO�I $iiD.935.00 1 50 $16.62] 50 21.00) $5,25000 23.00� $27.022.00 25.00� $3.075.00 27.00� $675.00 37.00 $3,646.00 935.00 $7.67000 1,070.00 $6,42000 1,600.00 $1.600.00 9.10 $17,081.70 210.00 88.00I 37 QOI 39.50 241.00) 1,500.00) 570 00) 273.00� 9�5.OD) $2,100.00 $N,000.00 $370.00 $47,597.50 $12,050.00 5s,000.ao $27,360.00 $33,775.50 $38.025 00 3 Hardnveslnc. 14475 Qmrom Dr Ra9ere, MN 55374 Umt Price Total Price 17.80 $19,758.00 8.05 581,264.�5 6.80 $30,885.60 1.10 $241,51600 1.15 $8925725 44.30 5736,266.00 4320, $923,676.00 45.00 $216,450.00 43J0 $280,335.50 6000 $121,020.00 L70 22 60 24.60 26 90 29.10 39.90 1,010.00 i,isa.ao, 1,720.00 10.50 $18,844.5� $5,650.00 $22,667.20 53,30870 E7z�so $4,149.60 $2,020.00 ss,soo.00 $1,720.00 $18,490 50 226.00 94.80 39.90 36.10 327.00 L620.00 614 00 294.00 1,050.00 $2260.00 $ii,850.00 $399.00 $43,500.50 $16,050.00 as,aeo.00 $29,472.00 $36,309.00 $40,950.00 Short EILott Hentlnckson inc Page 2 of 16 'rAg('�T,o[� OF B'DS ISM1atletlareetlenotesconedetlfigure 2008 Pavement Management Projecq Poghla�tls Area, District 3 City of Cottaga Carove, Minnesota SEHNO.:A-COTTGO801.00 ClientNo.:08-OOt eitl Dare 1t00 a.m., Tuestlay, Pebmary 12, 2008 Item No. Item Unit 72 8" GATE VALVE AND BOX EACH ]3 12" C�ATE VALVE AND BOX EACH ]4 i6"B�TTERPLVVAWEAN�BOX EACH 75 FURNISH AND INSTALL HY�RANT EACH J6 CONCRETEHYDRANTPAD EACH ]] �"CORPORATIONSTOP EACH 78 CONNECT TO EXISTING WATER MAIN EACH 79 CONNECT TO EXISTING WATER SERVICE FACH 80 ADJUSTHVDftANT LINFT 81 FlDJUST VALVE BOX EACH 82 REPAIR GATE VALVE 80X LIN FT 83 12" X 12" WET TAP EACH 84 24" X 12" WET TAP EACH 85 30"STEELCASINGPIPE-JACKEO �WFT 86 1" COPPER SERVICE PIPE, TYPE K LIN FT 87 6" WATER MAIN �UCTILE IRON CL 52 LIN FT 88 8" WATER MAIN �UCTILE IRON CL 52 LIN FT 89 12" WATER MAIN DUCTILE IRON CL 52 �W FT 9� 16" WATER MAIN DUCTILE IRON CL 50 LIN FT 91 24" WATER MAIN DUCTI�E IRON CL 50 LIN FT 92 4"RIGIDINSULAiION S�YD 93 DUCTILE IRON FITTWGS EPO%Y COATED (COMPACI) POUND 94 CASTWGASSEMBLY,R-3290V6 EACH 95 CONSTRUCT CB , TVPE CB (48" DIA) LIN FT 96 CONSTRUCT CB . TVPE CBMH (48" DIA) LIN FT 97 ConstruG CB. Typa CBMH (60" DIA) liN FT 98 CONSTRUCT DRAINACaE STRUCTURE, NPE STMH LW FT 99 CONNECTTOEXISTWGSTORMSEWER EACH 100 RECONSTRUCT MANHOIE OR CATCH BASM (STORM) LIN fT 701 CONCRETE CURB & GUITER �ESIGN 8612 (HI6HLANDS lW FT PARKN6 LOT) 102 CONCRETE CURB & GUTTER DESIGN B616, HAND-PLACEO I.IN FT 703 CONCRETE C11R6 8 GUTTER �ESIGN. SURMOUNTABLE (HAN� lIN FT PLAGED) 104 CONCRETE CURB & GUTTER DESIGN , SURMOUNTABLE LIN FT (MACHWE PLACED) 105 CONCRETE �RIVEWAY APRON (B" THICK) (HIGH EARLYJ - SQ YD 106 6" CONCRETE PAVEMENT- �RNEWAY (HIGH EAR�Y) S� YD 107 8"CONCRETEPAVEMENT-DRIVEWAY(HIGHEARIY) SQYD 108 8" CONCRETE VALLEY GUTTER (HIGH EARLI� SQ YD 109 6" CONCRETE WALK SQ FT 110 PEDESTRIAN CURB RAMP W/TRUNCATED DOMES EACH 171 CONCRETE PAD (PINE TREE VALIEY PARK)-4" THIGK SQ FT Short Eihott Hentlnckson Inc Est ��antiry t 3 B 24 24 96 i] 110 20.5 97 25 7 2 90 2220 5154 16 31 6745 36 1020 12237 8 36 39 5 4 18 14.4 t800 7200 14146 7746 45 1315 205 560 1487 18 250 Engineefs Estimate $5,567,895.90 UnR Price I 1,240.00) 2,3�O.00I 2,aoa.00 2,400.00) 300A�� 100.00 500.00 179.00 800.00 200.00 75 DO 4,000.00� 7.00O.00I 300.00I 20.00� 30.0� 37.00 45.00 55.00 80.00 18 60 4.00� 408.00� 250.00� 250 00� 250 00� 250 OOI 500.00 200 OOI 9.00I 75.00� 19.00I 9 OOI 3625� 3625� 45.00) i5.001 2.50 250 OOI 3.00 iotalPrice $i,200.00 $6,900.0� $zz,aoo.ao $57,600.00 SI,200.00 S9,600.00 58,500.00 $19.690 00 $16,400 00 5� s,aoo 00 $7 875.00 $4,000 00 $14,000.00 $2�.000.00 saa.aoo.00 $154,620.00 $592.00 5� 3s5.ao $370,975.00 52,860.00 $18.36000 $48,948 00 53,264.00 $9,000.00 $9,750.00 $7.250.00 $7,00000 $s,oao oa $2,680.00 $16,20D 00 1 2 Vailey Pahng, Inc. TovrerASphalt. Inc 8800 13th Avenue East 15007 Hutlson fttl Shakopee. MN 55379 lakelantl, MN 55043 $4909,81424 55,260,002.19 Unit Price 7,068.96 2.045 86 2250.46 2,260 69 275.00 249.60 1,35029 160.60 312.00 165.25 112.52 4,552.04 4,705.52 280.40 11.97 18.93 25.06 35.61 40.71 71 09 25.37 4.80, 495.00 233 23 175.96 398.95, 317.11 889.96, 347.80 881 Total Price §7,068.96 $6,137.58 $18,003.66 854,256.56 � 56,600.00 523,961.60 $22.954.93 517,666.00 $6.396 00 $76.02925 $2,813A0 $4,552.04 ( $9.411.04 $25,236.00 $26,573.40 $97,56522 5400.96 57.710.11 $274,588 95 I $2,55924 $25,877.40 $58,737.60 $3 960 00 $6.862 44 $1.99475 $1,26844 $16.01928 §5.006 32 $75.858.00 Unit Pnce ToWI Pnce LO45.00 $1,045.00 2.000 00 $6,OOO.QO z,2oo.oa Sn,soa.00 2,210 DO $53,040.00 110.00 $2,64000 244 00 S23,424.00 1,320.00 522.440.00 157.00 $7727000 305.00 $6,25250 160.00 $1�,46000 /10.00 $2.75�.00 4,450.00� $4,45000 4,600.00I $9.20�.00 399.00 $35,910.00 17 70I $25,974.00 18.50 $95,349.00 24.SOI $392.00 3500� 51085.00 3960� $268.451.00 69 SOI $2,502.00 24 80I $25,296 00 4.70 $5] 513 90 400.00� 53,20000 228.00) 58.208.00 1]2.00) $670800 390.00 $1.95�00 310.00 $124000 870.00, $15,66000 340.00 $4.896 00 9.85 $17,730.00 516.000.00 15.41 $18,492.00 5268,660.00 13.54 $191,455.60 $69,774.00 8.56 $66,305.�6 §1,63125 57.78 $2,600.�0 $47,668.75 41.00 $53,915.00 $9.225.00 47.54 59.74570 $8,400.00 48.36 $27,081.60 $1870250 3.25 524.37325 $4,500.00 438.00 $7,88400 $�50.00 700 $1,750.00 13.50 $16,200.00 12.50 $176,750.00 B.SOI $65,841.00 4590� $2,065.50 40.05 552,66575 45.90 $9,4�9.50 45.90 525,704.00 325 $24,31325 45000 $B,10000 325 $812.50 3 Hartlnvesinc. 14475 Qmram Dr. Ro9ere, MN 55374 $5,269,076.5� UnitPrice ToWlPnce tA30.00 $Lffi000 2.160 00 $6.480 00 2,37000 $18,960.00 z,asooa sszi2o.00 377.00 59.048A0 263.00 $25,248.00 1,420.00 $24,140.00 169.00 $18.596.00 329.00 $6,744.50 153.00 $14,841.00 119.00 52,975.00 4,800.00 $4,800.00 4,960,00 §9.920.00 430.00 $36,]00.00 12.60 $27.972 00 1990 $102,564.60 26.40 $422 40 3770 $1J6670 42.90 $289,36050 7490 $2,696.40 2670 $27,234.00 5.05 $61,796.85 70�.00 $5,656.00 246.00 $8,856.00 185.00 57.215.00 420.00 52.140.00 334.00 $1,336.00 938.00 $16.884.00 366.00 $5,2]0.40 885 $15.930.00 75.50 518,600.00 13.00 $183.820.00 8.60 $66,615.60 5820 $2.6�900 4020 $52,863A0 4Z90 $9,819.50 4870 $27,272.00 3,30 $24,687.30 442.00 $7,956.00 7 00 $7,750.00 Page 3 of �6 TABULATION OP BID$ ISnatleaareaaenoteaconeaedfgure 2008 Pavement Management Projeck High�antls Area, �istrict 3 City of Cottage Grove, MinnesoW SEH No.:A-COTTG0801.00 qientNO.:08-001 Bitl Date.11:00 a.m., Tuesday, February 12, 2008 item No., Item 112 4" PVC CONDUIT (UTILITY CROSSING) 113 REMOVE LIGHT BASE 114 SALVAGE LIGHTING UNIT 115 LIGHTING UNIT, NPE SPECIAL it6 LIGHTBASE,DESIGNSPECIAL 177 1" NONMETTALIC CONOUIT. SCH.40 118 UNDERGROUND WIRE, 1 CONWCTOR N0. 10 119 �LIGHTING CONTROL IMPROVEMENTS 120 TRAFFIC CONTROL 121 IPAVEMENT MESSAGE (LT ARRON� POLY PREFORM 722 PAVEMENT MESSAGE (RT ARROIA� POLV PREFORM 123 4"SOLI�LINEWHITE-PAINT(IATEX) 724 4"DOUBLESOLI�YEIIOW-PAINT(LATEX) 125 12" SOLIO LME NMITE- POLV PREFORME� 126 24" SOLID IINE WHITE- POLY PREFORMED 127 PAVEMENT MARKING (HANDICAP SVMBOI) 128 F& i TREE, 2" DEqDUOUS 129 P 81 TREE 6' HT CONIFEROUS 130 6AI.E CHECKS 131 SILTFENCE.PREASSEMBLED 132 STORM �RAIN INIET PROTECTION i33 EROSION CONTROI BLANKET, CAT. 2 134 SODDING 135 HYDROSEEDING(iVPE260) 136 HYDROSEEDING(TVPE270) 137 TEIEViSiON SANITARY SEWER TOTAL BID Unit lW FT EACH EACH EACH EACH LIN FT �IN FT LUMPSUM LUMPSUM EACH EACH LIN FT lIN FT LIN FT LIN FT EACH EACH EACH EACH LIN FT LUMPSUM S� Y� S� YD SQ Y� SQ YO LIN FT Est Quantiry 220 1 1 4 4 450 1425 7 1 1 2 12763 8785 324 42 2 37 79 50 738�0 1 195 500 36400 33600 54100 Englneets Eshmate $5,56�.895 90 Unit Price 20.00 400.00 300.00, 2,800.00 800.00 5 �0 1.00 1,500.00 20,000.00 240.00 240.00 0.15, 0 20 8.00 1525 275.00 375.00 375.00 70.00 1.80 20.000.00 3.00 3.00 210 220 0.50 TotaiPrice 54,400.D0 $400 00 $300.00 $11,200.00 $3200.00 $2,250 00 $1,425.00 $1,500.00 520.000.00 $240 00 $480.00 §1.914.45 $1.757.00 $2,592.00 $640.50 $550.00 $13.875.00 $7,125.00 $500.00 $24,840.00 $20,000.0� $585.00 51 500.00 sao,oao 00 $73,920.00 $27A5000 E5,567,895.90 i Valley Pahn9� Inc. 880013th Avenue East Shakopee, MN 55379 $4.909,81424 UNtPrice I TotalPrice 760� $1.672.00 950.00� $950.00 341.50 §341.50 �,41t85 $5.647.40 515.95 $2,303.80 4.54 $2.043.00 0.97 $1,38225 1,529.07 $1,529.07 5,019.32 $5,019.32 408.00 $408.00 406.00 $816.00 020 $2,552.60 0.30 52,635.50 22.00 $7,128.00 43.00 51,848.00 153.00 5306.00 307.41 $11,374.17 30741 $5,840.79 2150 $1,075.00 7.01 $13,938.�0 5,519.03 $5,51903 1.02 $198.90 8.19 $4095.00 o.ai si�.zaa.00 0.31 $10,41600 0.42 $22.722.00 56.909,8t6.24 2 TowerASphalt, Inc 75001 Hutlson Rtl. Lakelantl, MN 55043 $5,260,�02.19 UnitPrice TotalPrice 7.45 $1,63900 225.00 $225 00 335.00, $335.00 1,385.00 $5,54000 565.00 $2260.00 4.45 $2.002.50 0.95 $7.353J5 1,500.00 $1,500.00 4,900.00 $4.900.00 500.00 S500 00 500.00 $1,000.00 0.13 $1,659.19 0.20 $1,757.00 15.00 $4,860.00 2500 $1,050.00 65.00 §130.W 315.00 $17 655.00 300.00 $5,700.00 5.00 $250.00 1.32 S1821600 9,500.00 $9500,00 3.00 $585.00 4 00 $2.000.00 0.5� $�8,56400 0.52 $17.472.00 0.41 $22.181 00 $5,260,002.19 3 Hardnveslnc. 14475 Qwram ��. Rogers. MN 55374 $5,269,0'76.50 Unit Price Total Price 13.50, $2,970.00 6 05 $6.05 361.00 $361.00 1,490.00 $5,960.00 609,00 $2,436.00 4.80 $2,160.00 1.00 $1.425.00 1,620.00 $1,620.00 7,000.0� $7.000.00 361.00 $361.00 361.00 $722 00 0.74 $178682 022 $1,93270 10.50 $3.A02.00 31.80 $1,33560 70.70 $14020 323.00 $11,951.00 323.00 $6,137.00 22.60 $1,73000 1.05 $14,490.00 395 00 $395 00 1.10 $2/4.50 8 60 $4,300.00 0.32 $11,G48.00 032 $10,752.00 0.43 $23,263.00 55,269,076.50 Off by 31.001 cannof find rt. Short Eliiott Hentlrickson Inc Page 4 of i6 'T'ABU�'�'QN QF BODg IShatletlareadenorescortededfiBVre I q 5 6 7 2008 Pavement Managem¢nt Prqect, Highiands Area, Distdct 3 Danner Ina Ace Biacktop Inc. Paltla antl Sons, inc NorthwesiASphaif Inc Ciry of Cottage Grove, Minnesota 843 Hartlman Ave. S. �280 Oskman Tr 1462 Day[on Ave 1451 Stagecoach Rtl. SEH No.:A-COTTG0801.00 qienf No.:08-001 So. SL Paul, MN 55075 Inver Grove He�ghts, MN 55�]6 SC Paul, MN 55104 Shakopee, MN 55379 Bid Date.11:00 a.m., Tuestlay, February 12. 2008 $5,300,368 57 $5.421.691 45 $5.442?36 03 $5,465.911.96 Est ttemNO. Item UN[ Quantrty UnitPrice 1 MOBILIZATION WMP SUM 1$160,50�A0 2 FIELD OFFICE LUMP SUM 1 5,00�.00 3 CLEAR TREE 56 155.00 4 GRUB TREE 56 155.00 5 CLEARANDGRUB ACRE 0.5 6.00�.00 6 REMOVE CURB AND GUTTER LIN FT 22350 2 00 7 REMOVE CMP & RCP PIPE (STORM) LW PT 767 8.00 8 REMOVEWATERMAIN LINFT 205 400 9 REMOVE BITUMINOUS DRIVEWAV PAVEMENT S� VD 18� 2.50 10 REMOVEBITUMINOUSPAVEMENT-STREETANDBIKETRAIL SQVD 4854 4.00 11 REMOVE CONCRETE PAVEMENT SQ VD 2100 5.00 12 REMOVE CONCRETE WALK SQ FT 3326 0.40 13 REMOVE CONCRETE VAII.EV 6UTTER EACH 5 200.00 14 REMOVE CATCH BASIN OR MANHOLE (STORM ) EACH 15 200.00 15 REMOVE PEDESTRIAN CURB RAMP EACH 4 75.00 ib SAWIN6 CONCRETE PAVEMENT (FULL DEPTH) �IN FT 960 6.00 17 SAWING BIT PAVEMENT (FULL DEPTH) I.IN FT 2196 3.00 18 SALVAGE & INSTAI.I CONCRETE PIPE STORM SEWER LIN FT 30 25.00 19 SALVAGE HYDR4NT EACH 13 800.00 20 SALVAGE CASTWG (STORM) EACH 9 50.00, 21 SALVAGE & INSTAII 24" RCP FES EACH 1 500.00 22 SALVAGE & WSTALL CASTING (STORM) EACH 95 330.00 23 SALVAGE & INSTFLLI CASTING (SANITARY) EACH 301 330.00 24 SALVAGE & INSTALI FENCE LIN FT 460 12.00 25 SALVAGE & WSTALL SIGN EACH 41 100.00 26 SALVAGE & INSTALL SPRINKIER SYSTEM (RESIDENTIAL) LIN FT 1200 3.00 27 SALVAGE & INSTALL SPRINKLER SYSTEM (COMMERCIAL) LIN FT 500 5.00 28 SALVAGE SINSTALLLIGHTPOLE EACH 17 225.00 29 ABANDON WATER MAIN LIN PT 5131 2.�5 30 ADJUST CASTING (CLEANOUT) EACH 1 330.00 31 COMMON EXCAVATION (P) CU YD 11191 6.90 32 SUBGRA�E EXCAVATION (P) CU YD 300 8.00 33 SALVAGE TOPSOIL (4") (P) CY 1502 2 50 34 PLANTINGTOPSOIL(C1� CUVD 60 30.00 35 TOPSOIL BORROW (C� CU VD 8665 7 65 3fi SELECTTOPSOIL BORROW (C� CU YD 9915 7 65 37 LABORER HOUR 360 55.00 38 3 CV FRONT END LOA�ER HOUR iH0 50.00 39 3 CV BACKHOE HOUR 180 50.00 40 STREETSWEEPER(WiTHPICKUPBROOM) HOUR 100 110.00 41 CALCIUM CHIORIDE SOLUTION GAL 2500 1.00 42 WATER FOR DUST CONTROL MGAL 650 30.00 To[al Price $160,500.00 $5,000.00 $8,680.00 58,680.00 $3,000 00 $44.700.00 $6,088.00 $820.00 $450.00 $19,416.00 570,500.00 $1,330.40 $1,000.00 $3.000 00 $300.00 $5,760 00 $6,588.00 s�so 00 $�o,aoo.ao $450.00 550� 00 $31,350.00 $99,330.00 $5,520.00 $4,1�OD� $3,600.00 $2,500.00 $3,ffi5.00 $14.11025 $330.0� $77.21�.90 52,4�0.00 $3J55.00 57,800.00 $66,28] 25 $75.849 75 579.800.00 $9,000.00 $9.000.00 $11,OOOAO $2,500.00 $19,500.00 llni[ Price $135,500.00 9.500.00 100.00 50.00 2.000.00, 4.00 6 00 6.00 7 00 2.50 14.00 125 165.00 250.00 105.00 2.75 1.90 15.00 aoo.00 50.00 450.00 295.00 295.00 8.00 105.00 4.00 4.00 305.00 1.30 150.00 10.00 13.50 70.00 25 00 71.00 20.00 55.00 95.00 150.00 705.00 15.00 10.00 Total Ptice $i35,500 00 59,500.00 $5,6�0.00 52,800.00 31,000.00 $89.400.00 $4,566.00 $1,640A0 $1,260.�0 512,135.00 $29.400.00 $4,15�.50 $825.00 $3,'750.00 $420 00 Sz.sao.00 $4.172.40 $450.00 $3,900.00 $450.00 $450.00 $28,025.00 $88.795.00 $3,680.00 $4,305.00 $4,800.00 $2,000.00 $5,185.00 56,670.30 $150.00 $117.910.00 $4,050.00 $i5p20.00 $1,500.00 $95 315.00 $198.30�.00 Si s,eoo 00 $17.too.00 $27,000.00 $10,500.00 $37,500.00 $6.500.00 U�it Price 5216,200.00 11,050.00 97.00 40.00 7,760.00 2 27 922 10 50 5.00 5.00 9.18 0 60 250.00 300.00 100.00 3.75 1 85 30.00 300.0� 50.00 300.00 450.00 450.00 20.00 100.00 25.00, 35.00 285.00 5.26 300.00 76.37 10.00, 6.20 50.00 0.01 0.01 50 00 13�.00 �45.00 � 25.00 125 42 00 Tofal Price sz�s,zao.00 $11.050.00 $5,432.00 $2,240.00 $880 00 $50,734.50 $7,a16AP $2.152.50 $900 00 $24,270.00 Sis,z�a.00 $1,995.60 §1,250.00 $4.500.00 $400.00 $3,600.00 $4,062.60 ssoo.ao $3,900.00 $450.00 $300.00 542,750.00 $135,450.00 $9,200.00 $4,100.00 $30.000.00 $17 500 00 $4,845.00 $26,989.06 $300.00 $183,196.67 $3,000.�0 $9.312.40 $3.000.00 $86 65 $99 15 $18,000.00 $23,400.00 526,100.00 812,500.00 53,125.00 527,300.00 Unit Price siso.000.00 7,500.00 500.00 78.00 420000, 3.00 8 00 8.00 5.00 1.50 2 40 0.35 200 00 400.00 50 00 3.00 2.75 26.00 150 00 100.00 425.00 400.00 400.00 18.00 725.00, �a.00 15.00 500.00 3.00 250.00 14.00 14.00 4.00, 28.00 t065 13.65, 50.00 110.00 125.Q0 it0A0 2.Q0 35.Q0 Tofal Price s�so.000.ao $�,500.00 $28,000.00 $4,368.00 $2.100.00 $6�,05000 $6,088.00 $1,640 00 $900.00 $7,281 00 $5.040 00 $1.16410 $1.000.00 $6,000.00 $200.00 sz,aso.00 $6,039 00 seao.00 $1,950.00 5900.00 $425.00 $38,000.00 $120,400.00 $8,280.00 $5,725.00 S�z,000.ao $7,500.00 $8,500.00 $15,393.00 §250.00 $158,674.00 $4,200.00 $6,008.00 §1,680.00 $9228225 $137.322.75 sia.000.oa E�s.aao.oa $22,500.00 $11 000.00 $5,000.00 $22,750.00 Short Elhott Hendnckson Inc. Page 5 of 16 TABU�TOQN OF B'Dg IShatleaareatlanMeswrzectetlfigure L 2008 Pavement Managemenc Projecq Highlantls Area, District 3 City of Cottage Grove, Minnesota SEH No.: A-COTTGO801.00 Client No.: 08-007 Bitl Date.1�:00 a.m., Tuestlay, February 12, 2008 Ilem No., Item 43 AGGREGATE BASE CL V- 100% CRUSHED (LIMESTONE) (FOR DRIVEWAYS) (C� 44 AGGRECaATE BASE PLACED. SALV. BIT. & CL 5(P) (C� 45 AGGREGATE BASE PLACED, STOCKPILED 46 PUWERIZE BITUMINOUS PAVEMEN7 (P) (10'y 47 SAW 8 SEAl81TUMINOUS JOINT 48 TYPE I.V 3 VJEARING COURSE MIXTURE 49 TYPE lV3 NON WEARIN6 COURSE MIXTURE 50 TYPE MV 3 WEARIN6 COURSE MIxTURE 51 TYPE MV 3 NON WEARING COURSE MIXTURE 52 TYPE LV 4 WEARING COURSE MIXTUIRE (TRAIIS & DRIVEWAVS) 53 BITUMINOUS MATERIAL FOR TACK COAT 54 CRUSHE� ROCK PIPE BED�WG AAATERIAL 55 12" RCP SEWER, CLASS V, DESIGN 3006 Sfi 75" RCP SEWER, CLASS V, DESIGN 3006 5] 16" RCP SEWER. CLASS V, DESIGN 3006 58 24" RCP SEWER, CLASS N, DESIGN 3006 59 72"RCAPRON 60 78"RCAPRON 61 24" RC APRON 62 6" PVC SANITARV SEWER SERVICE PIPE. SDR 26 63 6"X6"PVCWYE 64 8" PVC SANITARY PIPE SEWER SPOT REPAiR, SDR 35 65 6" PVC SANITARY PIPE SEWER, SDR 35 66 CURED IN-PLACE PIPE LINER FOR 9" VCP (MH TO MH) 67 CURE� IN-PLACE PIPE LINER FOR 9" VCP (SPOT REPNR) 68 CONNECT TO EXIST SANITARY MANHOLE 69 CONNECT TO E%IST. SANITARY SERVICE 70 IRECONSTRUCT MANHOLE (SANITARV) 71 6" GATE VALVE AND BOX Unit TON CV CY S� Y� lIN FT TON TON TON TON TON GAL TON LIN FT LW PT LIN PT LIN FT EACH EACH EACH lW FT EACH LIN FT �IN FT lIN FT lIN FT EACH EACH lIN FT EACH Est quantity 1110 10095 4542 219560 ��615 16620 21380 4810 6415 2017 11085 250 914 723 25 104 2 6 1 1761 10 125 10 1205 50 4 48 i235 39 4 Dannerinc. 843HartlmanAve 5 So St Paul. MN 55075 $5,3�0,368.57 Unit Price) Total Price i6.001 $17760.00 ].00I $10,665.00 7.50 $34,065.00 2.14� $469,858.40 0.90� $69,853.50 43.00� $714,660,�0 4100� $876,580.00 4525� $21],652.50 4400� $282260.00 52.60 $106.09420 3 00 0.01 26 �0 26 00 45 00 44.00I 565.00� 650.00I i,mo.00� �a.aol 125.00' 136.00' 50.00� 33.45� 240.00' 400.00� 50 00� i5800) 1.124.00' $33255.00 $2.50 $25,592 00 $3,444.00 $7.125.00 $4,5]6,00 $tA30.00 $3,900.00 s�,�oo.00 531,698.00 $1,250 00 g17,000.00 $500 00 $40.30725 $12,000.00 $1,600.00 $2,400.00 $19,5i3.00 $43,836.00 Ace Black�op Inc. 7280 Dskman Tr Inve� Grove Hei9hls, MN 55076 $5.421,891.45 Umt Pnce Total Pnce 25.00 $27,'75o.a0 9.10 6.50 1.� 1.15 44.00 43.50 44.30 43 65 59.85 $91,864.50 $29,523.00 5316,166.40 $89,25Z25 5731280.00 5930,030.00 $213,083.00 5267.297.75 $120.71] 45 1.95 15.00 22.00 24.00 25.00 34.00 800.00 950.00 i,aoo.00 10.00 150.00 120.00 120.00 40.50 255.00 300.00 50.00 110.00 950.00 $27,6i575 33,'750.00 $20,10800 $2 952.00 $625.00 $3,536.00 $1,600.00 $5 700.00 si,aoo.00 sn,sio.oa $1,500.00 515.000.00 $1,200 00 546.802.50 $12,750.00 $1200 00 $2.400.00 $73.585 00 §37,050 00 6 Paltla and Sons, Inc 7462 �ay�on Ave St. Paul, MN 55104 $5,442,236.03 Uni[ Pnce I 72.61I 822� 12.15� 133.00 160.00 39.50 241.00 500.00 2 /0.00 39].00 1,390.00) Total Price $13,997.10 $82.980.90 � 555,i85.30 $766264.40 $45.]92.85 5455,886 60 554�,969.40 $127.128.30 $169,356.00 $139.979.80 $26,049.75 $3.750.00 $52.463.60 $7.49070 §1,802.50 $6,874.40 $2,100.00 $7,020.00 $1,550.00 $23,066.71 $5,270.00 $16.625.00 $1,600.00 §4],597.50 $72,050.00 sz,000.ao $12,960.00 $49,�29.50 $54,210.00 � 7 Northwest Asphalt Inc 1451 Stagecoach Rtl Shakopee, MN 55379 $5,485,917.96 Unit Pnce Totsl Pnce 75.35 $77,038.50 B.00, 6.90 1.'25 1.15 43.75 43.30 43.75 43.50 81.50 $80,760.00 $31,339.80 $274,450.00 $89.25]25 $727.125.00 $925,754.00 $207,557.50 $2]9,052.50 $164,385.50 2.00 20.00 25.88 28.53 37.97 37.52 457.00 500 00 580.00 15 49 725 00 85.03 82 43 3520 373 00 1,000.00 290 00 301.00 968.00 $22.1]0.00 $5,000.00 $23,654 32 $3,509.79 $799.25 $3,902.08 $914.00 $3.000.00 $580.00 $2727769 $1250 00 $� 0,628 75 $624 30 $42,416.00 $75,650 00 sa,000.00 $13,920.00 $37,173.50 $37,752.00 Short Elbott Hentlnckwn Inc. Page 6 of 16 TABULATION OF BBDS �snaaaaa�aaa�oi��Reaaar, � 2008 Pavement Management Project, Highlands Area, District 3 City of Cottag¢ Grov¢, MinnesoW SEHNO.:A-COTTG0801.00 ClientNO.:08-001 Bid Dare.77:00 a.m., Tuestlay, Febmary i$ 2008 Item No., Item Umt �2 6" GATE VALVE AND BOX EACH 73 12" GATE VALVE AND BOX EACH ]4 i6" BUTTERFLV VALVE AN� BOX EACH 75 FURNISH AND INSTALL HYDRANT EACH 76 CONCRETEHYDRFWiPAO EACH 77 1"CORPORATION STOP EACH 78 CONNECT TO EXISTING WATER MAW EACH 79 CONNECT TO EXISTING WATER SERVICE EACH 60 ADJUST HYDRANT lIN FT Bt ADJUSTVALVEBOX EACH 82 REPAIR GATE VALVE BOX LIN FT 63 12" X 12" WET TAP EACH 84 24" X 12" WET TAP EACH 65 30" STEEL CASING PIPE-JACKE� LW PT e6 P' COPPER SERVICE PIPE. TYPE K LW PT 87 6" WATER MAIN �UCTILE IRON CL 52 LIN FT 88 8" WATER MAIN DUCi7LE IRON CL 52 UN FT 89 12" WATER MAIN OUCTILE IRON CL 52 LW FT 90 i6" WATER MAIN DUCTILE IRON CL 50 lIN FT 91 24" WATER MAIN OUCTILE IRON CL 50 LW FT 92 4" RIGID INSULATION Sa VD 93 DUCTILE IRON PITI"INGS EPDXV COATED (COMPACT) POUND 94 CASTING ASSEMBIV, R3290 Ve EACH 95 CONSTRUCT CB, TYPE GB (48" DIA) lIN FT 96 CONSTRUCT CB , TYPE CBMH (48" DIA) lIN FT 97 ConsUUCt CB, Type CBMH (60" �IA) lIN FT 98 CONSTRUCT DRAINAGE STRUCTURE. NPE STMH LIN FT 99 CONNECT TO EXISTING STORM SEVJER EACH 100 RECONSTRUCT MANHOIE OR CATCH BASIN (STORM) �IN FI" 107 CONCRETE CURB 8 GUl DESIGN 8612 (HIGHIANOS LW FT PARKNG LOT) 102 CONCRETE CURB & GUTTER DESIGN 8618 , HAND-PLACED LIN FT 103 CONCRETE C�RB & GUl7ER DESIGN. SURMOUNTABLE (HAND LIN FT PLACED) 104 CONCRETE CURB & GUTI'ER DESIGN , SURMOUNTABLE LIN FT (MACHWE PLACE�) 105 CONCRETEDRIVEWAYAPRON(8"THICK)(HIGHEARLI� SQYD 106 6" CONCRETE PAVEMENT- �RIVEWAY (HIGH EARLV) SQ V� iW 8"CONCRETEPAVEMENT-DRIVEWAV(HIGHEARLV) $QV� 108 8" CONCRETE VALLEY GUTTER (HIGH EARLY) SQ VD 1�9 6" CONCRETE WALK SQ FT 110 PEDESTRIAN CURB RAMP W/TRUNCATED DOMES EACH 111 CONCRETE PAO (PINE TREE VAILEV PARK)-4" THICK 5� FT 4 Dannerinc. 843 Hartlman Ave. S So. St Paul, MN 55W5 $5,300,368.57 Est �uantity i 3 6 24 24 96 77 110 20.5 9] 25 1 2 90 zzzo, 5154 i6 37 6]45 36 1�20 �2237 8 36 39 5 4 78, 14.4 1800 UnitPrice � ToWlPrice 1,375.00� $1,375.00 2,350.00� $],050A0 2,550.00 $20,400.00 2.950 OOI $70,800.00 30000� $7,200.W 7500 S7,2Q0.00 5W.00I S8,500.00 75 QOI $8,250A0 545�0� $11.7]2.50 320.00I $31,04000 50.00� $i,250.00 5,700.OD $5700.00 6,SOO.00I $73.000.00 285.00I $25,650.00 18.00I $39.960 0� 28.00 $144,31200 62.00� $1.312.00 65.00� $2,63500 50.00� $337,250.0� 125.00 $4,500.00 25.00 $25,500.00 5.00 $61165.00 452.00, $3,676.00 245.00, $8,820.00 245.00 $9,555.00 400.00 $2,0�0.00 300.00 $1,200.00 550.00 §9,900.00 300.00 $4,320.00 11.10 $19.980.00 1200 7650 $19,800.00 14140 14.15 $200,081.00 ]146 825 $63.904.50 45 1315 205 560 7481 78 250 as oo s2,o7o.00 ao.00 aszsoo.00 44.00 $9.020.00 43.50 $24,360.00 4.25 $31,79425 650.00 $11,7�0.00 725 $1,81250 5 Ace Blacktop Inc ]280 D�ckman Tr Inver Gmve Heiphts, MN 55076 $5p27.891.45 Unit Price 1,200.00 1,500.00 2,000.00 3.000.00 285.00 250.00 500.00 150.00 625 00 150.00 125.00 3,SD0.00 3,800.00, 335.00 6 00 za.ao 30.00 50.00 50.00 75.00 15.00 6.00 425.�0 235.00 235.00 345.00 235.00 250.00 125.00 9.15 Total Pnce 51,200.00 $A 500.00 $16,000.00 $72,000.00 $6,840.00 $24,000.00 $8.500.00 $16,500.00 $12.812.50 $14,550.00 53,125,00 sa,soa.00 $7 600.00 $3D,15D.00 $i 3,320 00 $123.696 00 $480 00 $i,550.D0 $337250.00 $2,�00 00 515,300.00 $73,422.00 $3,400.00 $6,460.00 $9,165.00 $1,725 00 $940.00 sa soa.00 $1,800.00 $16,47000 16.75 $20,70000 14.00 $197 960.00 e75 $6177� 50 46.50 $2,182.50 aa.00 sas,s�o.00 48.00 $9,840.00 ae.00 Szs.aeo.oa 3.65 $27,305.65 425.00 $7,65000 410 $1,050.00 s Paltla antl Sons. Inc 1462 Oaylon Ave St. Paul, MN 55104 $5,442,236.03 UnRPnce I TotalPrice 1,869.00� 51,86900 2,83].00� $8,51100 3,205.00 $25.640.00 3,92].00 $94246.00 200.00 $4,600,00 295.00 $28,32�.00 603.00 $70251.00 317.00 $34,87a.00 88500 $18.142.50 380.00 $36,860.00 78.40 $1.960A0 4,66500 $4,665.00 5,58400 $11,768.00 34500 $31,050.00 950 $21,090.00 4660 $257,51520 60 OOI $960.00 177OOI $3,627.00 ]340 $495,083.00 202.00� $7.2]2.00 2190� $22,338,00 450� $55,066.50 650.00� 55,200.00 424.00 515,264.00 424.00 316,536.00 444.00� $2,220.00 415.00 51,660.00 300.00 55.400.00 50] 00 $�,300 BO 9.85 $1�,730.00 12.5� $15,00�,00 11.5� $162,61000 8.50 $65,841.00 45.90 $2,065.50 45.90 $60,358.50 4�.05 $8,21025 as.so szs,�oa.00 3 25I $24,31325 aso.00 sa.ioo.00 3.25� $812.50 � NorNwest Asphalt Inc 1451 Stagecoach Rtl. Shakopee, MN 55379 $5.485.9H,96 Unit Price 1,266.OD 2,084.00 2,327.00 2,472.00 160.00 N3.00 600.00, 400.00 420.00 250.00 200.00 4,]95.00 5.823.00 341.�0 20 26 25.53 37 76 48.50 50 27 87.60 28.00 3.34 455.00 255.00, 255.P0 362.00 220.60 6�0.00, 250.0� 10.50 Total Price $1,266 00 S6,252 00 $18,616.00 559,328.00 $3,840.00 Si0,848.00 510,200.00 $44,000.00 $8,610.00 $24,250.00 $5 000.00 $4,�95 00 $11.646.00 $3D,690.00 $44.977 20 5131 581 62 $604.16 §1,503.50 $339,071.15 53,153.60 $28,560 00 $40,871.58 $3,640.00 39.18�.00 $9,945.00 31,810.00 $860.00 $10,800.00 $3,600.00 $18,900.00 15.60 $18,"l20.00 14.30 $202202 00 7.90 $61.193.40 49.50 $2,227 50 3925 $51.613.75 48.60 $9,96300 6125 $34,30000 3.90 $29,17590 525.00 $9q50.00 2.P5 571250 $hort Eiliott Hentlnckson Inc. Page � ot 16 TABULATION OF BID$ �snaaaaa,aaaa�ore����e�vaan ( 2008 Pavement Management ProJeck Highiands Area, DisWct 3 CHy of Cottage Grove, MinnesoW SEH No.: A-COTTG0801.00 Client No.: 0&001 Bid Date:17:00 a.m., Tuesday, February 12, 2008 kem No. Item 1�2 4"PVCCONDUIT(UTILITY CROSSING) 113 REMOVE IIGHT BASE ( 1�4 SAI.VA6ELIGHTINGUNIT ( 1�5 LIGH7ING 11N1T, NPE SPECIAL � 116 LIGHT BASE, �ESI6N SPECIAI ( 117 P' NONMETTALIC CONDUIT. $CH.40 � 118 UNDERGROUND IMRE, 1 CONDUCTOR NO. 10 ' 1/9 LIGHi7N6 GONTROL IMPROVEMENTS � 120 TR4FFIC CONTRO� ' 121 PAVEMENTMESSAGE(I.TARROW�POLYPREFORM � 122 PAVEMENT MESSAGE (RTARRON� POIY PREfORM � �23 4"SOLIOLWENMITE-PAINT(IATEX) � 124 4"�OUBLESOLIDYELLOW-PAJNT(IATEX) ' 725 12" SOLIO LME WHITE- POLY PREFORMED � 126 24" SOLID LINE WHITE- POLV PREFORME� � 127 PAVEMENT MARKWG (HANDICAP SYMBOL) � 128 F& i TREE. 2" DECIDUOUS � 729 F& I tREE 6' HT CONIPEROUS I 130 BALE CHECKS � 131 SII.TFENCE,PREASSEMBLED � 132 STORM DRAW MLET PROTECTION I 133 EROSION CONTROL BLANKET, CAT 2 � 134 SODDING � 135 HYDROSEEOING (TYPE 260) I 136 HYDROSEEDING (TYPE 270) 137 TELEVISION SANITARY SEN/ER rora� ai� Unit IIN FT EACH EACH EACH FACH LIN FT LIN FT LUMP SUM LUMPSUM EACH EACH LIN FT LIN FT LW PT LIN FT EACH EACH EACH EACH LW FT �UMPSUM SQ VD SQ VO SQ VD SQ YD LIN Ff Est 4uantiry 220 1 1 4 4 450 1425 1 1 1 2 12763 87a5 324 42 2 3] 19 50 13800 1 195 500 36400 33600 54700 4 5 Danner Inc. Am Biackrop Inc. 843 Hartlman Ave. S. 7280 Dmkman Tr So. SL Paul, MN 55075 invet Grove Heights. MN 55076 $5,300,368.57 55,421,891.45 UnitPrice TotalPrice Uni[Price TotalPrice 8.00 57,760.00 8.00 51,760.00 500.00 $500.00 365.00 5365.00 30�.00 $300.00 345 00 $345.00 1,580.00 56,320.0� 1,450.00 $5,8�0.00 695.00 $2,]80.00 600.00 52,400.00 4.65 52,092.50 4.65 52,0925� 1.50 $2,737.50 1.00 51,425.00 1,480.00 51,480.00 1,575.00 $1,575.00 6,400.W $6,400.00 6,500.00 56,500.00 330 00 $330.00 335.00 $335.00 330.00 $660.00 335.00 $670.00 �.14 $1.786.82 0.15 $1,914.45 026 $2,284.10 028 $2,459.80 10.00 $3,24000� 10.50 $3,402.00 20.00 $640 00 21.00, $682.00 40.00 §8000 42.00 $64.00 310.00 Sii,470.00 325.00 512.025.00 310.00 $5,890.00 325.00 $6,17500 11.00 $550.00 22.00 $1.100.00 1.05 $14,490.00 1.05 $�4.490.00 8,000.00, $8.000.00 1500000, $15.000.00 2.00 $390.00 1.05 $204 75 8.00 $4.000.00 8.50 $4250.00 0.34 $12,376.00 0.32 $11,648.00 0.37 $12,432.00 0.30 $tU,080.W 0.40 $21,640.00 0.43 $23,263.00 $5,100,168.57 53,421,891.45 Stlll $43,795.70 oHafter the h�ghbghted diRerence 6 Palda antl Sons, Inc 1462 Daylon Ave St. Paui. MN 55104 55,442,236.03 Und Price 7.45 600.00 335.00 1.385.00 565.00 4.45 0.95 1,500 00 25,750.00 325 00 325.00 0.14 0.26 10.00 20 DO 40.00 277.00 260.00 10.00 1.03 18,000.00 2.00 8.00 0.33 0.36 0.41 Total Price $7.639.00 $600.00 $335.00 $5.540A0 sz,zso.00 $2.002.50 $1,353.75 $7 500.00 $25,]50.00 $325 00 $650.00 $1.786.ffi $2284.10 $3,240.00 $840.00 $80.00 $10,249.00 34,940.00 $500.00 $14.214.00 518,000.00 $390.00 54,000.00 siz,oi2.00 siz,oss.00 $22.181.00 $S,dd2,Y16.OS � Northwest Asphait Inc 1451 $tagecoach Rtl. Shakopee, MN 55379 $5,485,917.96 Unit Price Totai Price 6.00 $1.320.00 500.a0 $500.00 300.G0 530000 1600.00 $6,400.00 �OO.B�I $2,800.00 S.CO� $2250.00 1.5�� $2.737.50 1,50000� $7,500.00 10,000 POI $10,OOOA� 325.00I $325.00 325.QOI $650.00 0.74� $1.786.82 026I $2284.10 10 Q0� $3240 00 2�00 $84000 40 PO $80.00 250.G0 $9,250.00 22000 $4,180.00 21.00 $L050.00 130 $17.940.00 20,50a 00 $20.500.00 i]5 $34125 6.50I $4,250.00 D 35 $12.740.00 0.35� $11.760.00 0.45 $24.345.00 $5,485,977.96 Sbi ot $19,600 afier drfFerence in highi�ghtetl area Short Elliori Hentlnckson Inc. Page 8 of 16 4ABliLAT10N OF BIDS IShatladareatlenotesco�redetlfi9ure � 2008 Pavement Managemant Prqect, Po9hlantls Area, District 7 City of Cottage Grove, Minnesota SEHNO.:A-COTTG0801.00 ClientNo.:08-00� Bid Da[e� 11 AO a.m., Tuesday, February t2, 2008 Item No. item Unit � Qu t MOBIIIZATiON �UMP SUM 2 FIELD OFFICE LUMP SUM 3 CLEFlR TREE 4 GRUB TREE 5 CLEARANDGRUB ACRE 6 REMOVE WRB AN� GUTI'ER LIN FT 7 REMOVE CMP & RCP PIPE (STORMJ lIN FT 6 REMOVE WATER MAIN LIN FT 9 REMOVE BITUMINOUS DRIVEWAV PAVEMENT SQ YD 70 REMOVEBITUMINOUSPAVEMENT-STREETANDBIKETRpIL S�YD 11 REMOVECONCRETEPAVEMENT SQYD 12 REMOVE CONCRETE WALK SO FT 13 REMOVE CONCRETE VALLEY GUl7ER EACH i4 REMOVE CATCH BASIN OR MANHOIE (STORM ) FACH 15 REMOVE PEDESTRIAN CURB RAMP EACH 16 SAWiNG CONCRETE PAVEMENT (FULL DEPTH) LIN FT i'/ SAIMNG BIT PAVEMENi (FULL DEPTH) LIN FT 18 SALVAGE 81NSTALL CONCRETE PIPE STORM SEWER lIN FT 19 SALVAGEHVDRANT EACH 20 SALVAGE CASTING (STORM) EACH 21 SALVAGE & INSTALL 24" RCP FES EACH 22 SALVA6E&WSTAlLCASTWG(STORM) EACH 23 SALVAGE&INSTA�LCASTING(SANITARY) EACH 24 SALVAGE & INSTALL FENCE lM FT 25 SALVAGE & INSTNLL SI6N EACH 26 SALVAGE & INSTALL SPRINK�ER SYSTEM (RESIDENTIAL) LIN FT 27 SALVAGE 81NSTALL SPRINKLER SYSTEM (COMMERCIAI) lW FT 28 SALVAGE &INSTA1lLIGHTPOIE EACN 29 ABANDON WATER MAIN LIN FT 30 ADJUST CASTING (CLEANOUT) EACH 31 COMMON EXCAVATION (P) CU YD 32 SU86RA�E EXCAVATION (P) W YD 33 SALVAGE TOPSOIL (4") (P) CY 34 �PLANTINGTOPSOIL(C� CUYD 35 �TOPSOIL BORROW (C� CU VD 36 SELECTTOPSOILBORROW(C� CUYD 37 IABORER HOUR 38 3 CV FRONT END LOADER HOUR 39 3 CV BACKHOE HOUR 40 STREEfSWEEPER(WiTHPICKUPBROOMi HOUR 47 CALCWM CHIORiDE SOWTION CiAL 42 WATER FOR DUST CONTROL �M6AL 8 9 McNamard Contrec6ng Kuechle Undergmuntl 16]�0 Chippendale Ave 10998 Slate Hwy 55 Rosemounl, MN 55068 Kimball, MN 55353 55,52132568 $5,566,890.50 Est. antiry 1 7 56 56 0.5 22350 ]61 205 180 4854 2100 3326 5 15 4 960 2196 30 73 9 1, 95 301 460 41 1200 500 17 5131 1 11191 aoo 1502 60 8665 9915 360 18D 180 100 2500 650 UnitPrice ( $91,600.00 � 8,000.0�� 250.00� 50.00 5,500.0� 4.06 6.80 s.ao 16.00 2.13� 422 0.70 290 00 150.40 100.00 2.20 1 63 1070 150.40� 50.00 iso.ao' 540.00� 540.00 20.00� 100.00I 1 89 z.z� 265.00 220 540.00 13.08 13.08 45.00 25 00 14.90 75.95 52.00 120.00 145.00 110.00 1.45 56 OOI Total Price §91,800.00 $8.000.00 $14.000.00 g2,8o0.00 s2.�so.oa 591.186.00 $5.174.60 s�.iozoo $2.880.00 $10,339.02 $8,862 00 $2,328 20 $1,450.00 $2,256.00 $400.0� $2,112.00 $3,579.46 5321.00 51,95520 $450.00 5150.40 551,300.00 $162,540.00 $s.zoo.oa $4.100.00 Sz,zsa.oa $7.135.00 $4,845.00 $11.28820 $540 00 $146,37828 sa.s2a o0 Ss�,esa.ao $i,500 00 $129,108.50 $158,14425 $18.720.00 $21,600.00 $26 100 00 $� 1.000.00 $3,625.00 $36,400.00 Unit Price $40,000.00 001 480.00 ]4.00 4,000.00, 3 00 7 03 7.93 2.00 2.00 2.50, 1.00 zoo.00 500.00 100.00 5.00 2.00 30.00 600.00 480.00 480.00 340.00 340.00 zz.00 110.00 22.00 28.00 500.00 2 00 250.00 5.50 5 50 5.50 30 00 20.00 25.00 59.00 121 00 129.00 95.00 o.so 50.00 Tota1 Pnce $40,000.00 $0.01 526,880.00 54,744.00 $2.000.00 867.050.00 $5,349.83 $1,625 fi5 $360 00 $9,706 00 $5.250 00 $3.326 00 $1,000.00 $],500.00 $400.00 $4,800.00 $4,392.00 5900.00 $7,800.00 sa azo.00 $480.00 $32 300.00 $102.340 00 510,120.00 $4,570.00 $26,400 DO sia.000.oa $8,500 00 $10262 00 $250 00 $61,550 50 $1,650 00 §8,261 00 $1.800 00 5173,300.00 $247,875.00 $21,240.00 $21.�80.00 $23,220.00 $9,500.00 s�sso.00 $32,500.00 io i� Ma<Stemingerinc ShaferContractin4CO. 3080 Lexington Ave. S. PO Box 128 Eagan, MN 55121 Shafer, MN 55074 $v,568,18].98 $5,638.77590 Umt Price $531,500.00 5,538A� 84.98 49.99 5.499.02 171 7 40 7.50 4 42 2.69� 6.82I 0.55� 299.95) 294.85' 299.95) 2.58' 0.84) 25.00� 189.97� 14997� 379.83I 509.91 509 91 12.00 99.98 6.15 5.50 284.95 1.00 295.0� 11 58 19.77� 2 80� �s.ss� 8.00� 16.11 � O.Oi 0.01 0.01 92.43 0.95 25.00 ToWI Price $531,500,00 $5,538.01 $4.758.68 $2.799 44 $2749.51 $38,218.50 $5,631.40 $1,537.50 $795.60 $14,028.06 $74.322.00 $1,829.30 $1,499.75 $4,42275 51.199.80 $2.47fi.80 $1.844.64 $750.00 $2,469.61 $7.349.73 $3�9 83 $46.44tA5 5153.462.91 $5.520.00 $4.099.18 $7,380.00 $2,750.00 $4.844.15 $5,131.00 $295.00 $i29.59778 $5,931.00 34,205.60 $4,799.40 $69.320.00 $159,730.65 $3.60 $1.80 51.80 $9243.00 $2,375.00 $16,250.00 Unit Price $275,000.00 10,000.00� 150.00 150 �0 4,000.00 2 50 70.00 10.00 25.00 3 00 5.00 0.50 250.00I 250.00I 250.00I S.00I 3.00 40.00I SOO.00I 250.00� 500.00� 250.00� 250.00� 15.00� 100.00� 6.00I 6.00 285.00� 7 50' 250.0�� 600� 10.00 5.00I sa.aol 0.01 0.�7 75.00I 100 OOI 150 OOI 100.00) 1.00) 20.00' To[al Price 52�5,000 00 $7�,W0.00 $8 400 00 $6.40� 40 sz,000 00 $55,875.00 $],610.00 $2.050.00 $4,500.00 $74,562.00 $10,500.00 $1,663.00 $1,250.00 $3 750.00 $1,000.00 $4.800.00 $6,588.00 $1.20000 $6.500 00 Sz,zso.00 $500.00 $23,750.00 $75,250.00 $6,900.00 $4,100.00 57,200.00 $3.000.00 $A 845.00 $38,482.50 5250 00 $67,746.00 $3,000.00 �� s�o.ao $3 000.00 $86.65 $99.�5 $27.000.00 $78.000.00 sz�,000 00 $10,000 00 5z,soo.00 $13,000.00 Short Eilrott Hentlnckson Inc. Page 9 of i 6 TABULATION OF BIDS Isnatletlareadenoteacomecteangure 2U08 Pavement Management Project, Highlantls A�ea, Disirict 3 Ciry of Cottage Gmve, Minn¢sota SEHNO.:A-COTTG08�1.00 ClientNO.:08-OOi Bid Date. N:00 a.m., Tuestlay, February t2, 2008 I[emNO.� item 43 AGGRECHTE BASE CL V- 700%CRUSHED (LIMESTONE) (FOR DRNEWAYS) (CV) 44 AGC+REGATE BASE PLACED, SALV. BIT & CL 5(P) (C� 45 AGGREGATE BASE PLACED, STOCKPILE� 46 PULVERIZE BITUMINOUS PAVEMENT (P) (10") 47 SAW 8 SEAL BITUMINOUS JOINT 48 TVPE LV 3 WEARWG COURSE MIXTURE 49 iVPE LV3 NON WEARING COURSE MIXTURE 50 TVPEMV3VJEARIN6COURSEMIXTURE 51 TVPE MV 3 NON WEARING COURSE MIXTURE 52 TYPE lV 4 WEARWG COURSE MIXTUIRE (iRAILS 8 �RIVEWAYS) 53 BITUMINOUSMATERIALFORTACKCOAT 54 CRUSHED ROCK PIPE BE�DING MATERIAI 55 12" RCP SEWER, CLASS V, �ESIGN 3006 56 15" RCP SEWER, CLASS V, DESIGN 3006 57 18" RCP SEWER. CLASS V, DESIGN 3006 58 24" RCP SEWER, CLASS IV, DESIGN 3006 59 12" RC APRON 60 76"RCAPRON 61 24" RC APRON 62 6" PVC SANITARV SEWER SERVICE PIPE, SDR 26 63 8"X6"PVCWYE 64 8" PVC SANITARY PIPE SEN/ER SPOT REPAIR, SDR 35 65 6" PVC SANITARY PIPE SEN/ER, SDR 35 66 CURED IN-PLACE PIPE LWER FOR 9" VCP (MH TO MN) 67 CURE� IN-PLACE PIPE LINER POR 9" VCP (SPOT REPAIR) 68 CONNECT TO EXIST. SANITARY MANHOIE 69 CONNECT TO EXIST. SANITARY SERVICE 70 RECONSTRIJCT MANHOLE (SANITARY) 71 6" GATE VALVE AN� BOX a s McNamara Contrac6n9 Kuechle Untlerground 16700 Chippentlale Ave 10998 State Hwy 55 RosemounL MN 55068 Kimball, MN 55353 $5,521,325.68 $5,566,890.50 Est Unit Quantity UnitPrice TON 1110 i6 CV CV SQ Y� LW FT TON TON TON TON TON GAI TON LM FT LIN FT UNfT LIN PT EACH EACH EACH LIN FT EACH LIN FT lW FT lIN FT lIN FT EACH EACH LIN FT EACH 70095, 4542 219560 77615, 16620, 21380 48t0 6415 2017 11485 250 914 123 25 104 2 6 1 1761 10 125 10 1205 50 4 48 123.5 39 12 1 20 21. 37 30) 596.00� 71520 1.098.60) 11 90I 86.90� 89.80 153.70' 33.50' 241.00� 839 70I 246.40 280.46 1.17120I �o N�u Sieininger Inc 3080 Lewngton Ave. S. Eagan, MN 55121 $5,568,187.98 Total Price Unit Ptice Total Price Und Price ToW I Price $18,726.30 75.00 $16,650.00 13.75 $15262.50 $83283.75 $56,093 70 $30�,797 20 $84 600 35 $745,905.fi0 $932,768.00 $2�1,63520 $259,03]70 $117,127.19 $24,941 25 $3,3�5.00 $18.377.40 $2,669.70 $597.50 53,25520 $1,796.00 34.29120 $1,098.60 $20.955 90 $869.00 5�122500 $7 53Z00 540.367.50 $12p50.00 $3.358.60 Eitezzzo $34,636.81 Sas.s�s.ao 25 00 B.00 7.00 1 10 40.00 39.00 39.00 39.00, 49.00 2.35 22.00, 30.00 37.00 37.00 44.00 620 00 660 00 710 00, 27.00 290.00 220,00 64.00 36.00 310.00 7,500.00 sio.00 240.00 1,100.00 $zsz.a�5.00 536,336.00 $219,560.00 $85.3]6 50 $664,800.00 $833,820.00 $18�,590.00 $250,165.00 $96.833.00 $26,049.75 $5,500.00 $27.420.00 $3,873.00 $925.00 54,576.00 51,240.00 53.960.00 $]10.00 $47,547.00 $2,9�0.00 327,500.00 $640.00 543,380.00 $15,500 00 $6.000.00 $29,280.00 $29,640.00 $42,900.00 5fi3.598.50 $29,840.94 $265,667.60 $84,600.35 5770,338.80 5876 366.20 $217,604.40 $280,592.10 $110.914.83 6.30 6.57 / 21 1.09 42.74 40 99, 45 24 43.74 54.99 3.00 18.50 22.40 24.30 26.80 34.59 508.71 580.t0 664.58 19.10 279.75 226 66 231.36 33 99 299.95 602.99 126.18 291.65 903.04 $33,255.00 54,625.00 $20.473.60 $2,988.90 $670.00 $3.59� 36 $t 01�.42 $3.480.60 $664 58 $33,635.10 $2,]91 50 $28,332.50 $2,313.60 $40,957.95 $14,997 50 $2,411.96 $6 a56.64 $36,01878 $35,218.56 ii Shafer ContracOng Co. PO Box 128 Shafer. MN 55074 $5,638,775.90 UnitPtice I 20.00 s o0 t0.00I 1.40� 120) 42.75) 41.00 45.25) 43.75� 55.00 TotalPric¢ $22,200.00 sso,sss.00 $45,420.00 $30],364.00 §93,138.00 $710,505 0� $876,580.00 $217.652.50 $280,65625 5710,935.00 3.00 50.0� 27 00 28.00 30 00 38.00� 500 00� 550.00I 600.00� 30.00I 150.00� 125.00� 100.00� 35.00' 300.00) 1 0�a.00� 750.00� 250.00I 1,000.00� 533,255.00 $12,500.00 $24,6]8.00 $3.444.00 $75D 00 $3.952.00 $1.000.00 $3.300.00 $600.00 $52,830.00 $1,500 00 $15,625,00 51.000.�0 $42.775.00 $15,000.00 $4,000.00 $36,000.00 $30,875.00 539,000.00 Short Ellmtt Hentlnckson Inc Page 10 of 16 TABULATION OP BIDS �snaaeaareaaerotescomeaeaesure Y008 Pavement Management Project, HighWntls Area, District 3 Qty of Cottage Grove, Minnesota SEN No.: A�COTTC+080100 qient No.: 08-001 Bid Date: �1:00 a.m., Tuesdag Pebruary'12, 2008 Item No. Item Unit 72 8" GATE VALVE AND BOX EACH 73 12" GATE VALVE AND BOX EACH 74 16" BUTTERPLV VALVE AND BOX EACH 75 FURNISH AND INSTALL HYORANT EACH 76 CONCRETEHYORANTPA� EACH 77 1"CORPORATION STOP EACH 78 WNNECTTOEXISTINGWATERMAW EACH 79 CONNECT TO EXISTING WATER SERVICE EACH 80 ADJUST HYDRANT LIN FT Bi ADJUSTVALVEBOX EACH 82 REPAIR GATE VALVE BOX LIN fT 63 12" X 12" WET TAP EACH 84 24"X12"WETTAP EACH 85 30"STEELCASWGPIPE-JACKE� LWFT 86 P' COPPER SERVICE PIPE, NPE K LIN FT 87 6" WATER MAIN DUCTILE IRON CL 52 UN FT 88 8" WATER MAIN DUCi7LE IRON CL 52 LIN FT 89 12" WATER MAIN �UCTILE IRON CL 52 LW PT 90 i6" WATER MAIN DUCTILE IRON CL 50 UN fT 91 24" WATER MA1N �UCTILE IRON CL 50 �W FT 92 4" RIGID INSULATION SQ VD 93 IXICTILE IRON FITTINGS EPDXV COATED (COMPAC� POUND 94 CASTWGASSEMBLV,R-3290VB EACH 95 CONSTRUCTCB,TYPECB(48"DIA) IWFT 96 CONSTRUCT CB, TYPE CBMH (48" DIA) �IN FT 97 ConsWCt CB, Type CBMH (60" DIA) lIN FT 98 CONSTRUCT DRAINAGE STRUCTURE, TYPE STMH lW FT 99 CONNECT TO EXISTING STORM SEWER EACH 100 RECONSTRUCT MANHOLE OR CATCH BASIN (STORM) �IN FT 101 CONCRETE CURB & GUITER OESIGN 8612 (HIGHLAN�S �IN FT PARKNGLOn 102 CONCRETE CUR6 8 6LITTER DESIGN B678 , HAND-PLACED LIN FT 103 CONCRETE CURB & GUTfER DESIGN. SURMOUNTABIE (HAND LIN FT PLACED) 104 CONCRETE CURB 8 6UTTER DESIGN , SURMOUNTABLE UN FT (MACHWE PLACED) 705 CONCRETE DRIVEWAV APRON (6" THICK) (HIGH EARLV) S� V� 106 6" CONCRETE PAVEMENT- DRNEWAY (HIGH EARLY) S� VD 107 8" CONCRETE PAVEMENT- DRIVEWAY (HIGH EAR�Y) S� V� 108 8" CONCRETE VALLEY GUTTER (HIGH EARIY) SQ YD 109 6" CONCRETE WALK S� FT 110 PEDESTRIAN CURB RAMP W/TRUNCATED DOMES EACH 1� 1 CONCRETE PAD (PME TREE VALIEY PARI�- 4° THICK SQ FT Short EI6ott Hentlnckson Inc. Esl �uantity 1 3 8 24 24 96 i7 110 20.5 9] 25 1 2 90 2220 5154 i6 31 6745, 36 1020 12237 8 36 39 5 4 18 144 1800 B McNamara Contrachng 1670� CNppentlale Ave Rasemount, MN 55068 $5,521,325.68 Umi Pnce 1,438 2,197 2,383 2 329 101 3.287 3.650 5440� 6520� 43 50� 43�.10 14.90 5.30 szo.00 as�.00 392.87 �zo.io� 794.85� 626 70 31].33 9.95 TotalPrica $1,438.30 $6,593.10 $19.07120 $55,910.40 $2,44320 $8,361.60 $73.368.80 $28.127.00 $6,6]8,90 $24,250.00 $2,625.00 $3.287.70 $7,300.60 $28.a98.00 $28,860.00 s�is,saz.00 $870.40 $2p2120 $293,407.50 $15,735.60 $15,19800 $64,856.10 $4,160.00 $12.852.00 515.321 93 ss,soo.so 33,179.40 §� 1,280.60 $4.569.55 $77.910.00 1200 14.40 $1],280.00 74140 14.40 $203,616.00 1I46 9.40 $72.812.40 9 Kuechle Undergrountl 10998 State Hvry 55 Kimball, MN 55353 $5,566,890.50 Unrt Pnce 1,500.00 2,300.00 2,500.00, 2,800.00 100.00 200.00 900.00 500.00 480.00 130.00 280.00 e,aao.oa s.aoo.oa 330.00 25 00 29 00 37 00 52.00 53.00 92.00 38.00 5.44 370.00 .wo.00 4-0D.00 480.00 460.00 850.00 400.0� 9.00 Total Price $1,500.00 $6.900 00 $20.000.00 $6],20�.00 $2 400.00 $19200.00 $15.300.�0 $55,�00.00 $9.640.00 $12,610.00 $7 000.00 $5,400.00 s�z.soo.00 $29,7�0.00 $55,500.00 $149,466.00 $592.00 si.s�z.ao $357,465.00 53,312.00 $38,760.00 $66 569.28 52.9fi0.00 §14,400.00 $15,600.00 sz,aoo.00 S7,9ao.00 $15,300.00 $5,�60.00 sis,zoo.00 10 Mae Stemmger Inc 3080 LeunBion Ave. S. Eagan, MN 55121 $5,568,187 98 UnitPrice I 1,193 69I 1,981 35� 2,165 81 2,39927 249.96 129.56 831.75 135.58 56020 274.95 165.00 3,616.66, 3,928.60 345.54 20.40 26.70 31.29 42.49 49.49 77.79 2220 5.70 445.00I 2ao ie� 209.76� 413 93I 413.93 4�3A3� 595.10� 8 23 ToWI Price $1,�93 69 $5,944D5 $17,486.46 $57,562.48 S5.999.04 $12,439.68 $14.739.]5 $14,913.80 $11.464.10 $26,670.75 $4,725.00 $3,616.66 s�.sszzo $31,098.60 545.288.00 $137 611.80 $500.64 $1.31].19 $333,810 05 $2,800.44 522,644.00 $69.750.90 $3,560.00 $8.645]6 $6,180.64 sz,oss ss $1.655.72 $7,436 34 $6.569.44 $14.814.00 15.00 $18.00000 14.40 $i],260.00 13.00 $183,82000 12.03 $170,10420 9 00 $69,714 00 45 47.]0 §2,146.50 56.00 $2,52000 1315 36.50 $47.997.50 39.00 $51,28500 205 4].]OI $9.]78.50 47.0� $9.635.00 560 52.SOI $29,400.00 47.00 $26,32000 7481 3.45I $25,809.45 3.59 $26.856.79 18 750.00 $i3,500.00 420.00 $7.560.00 250 4.00� 51.0000� 6.7� $1,692.50 800 $61,968.00 53.99 $2,429.55 37 27I $49,010.05 4442� $9.10610 45.19� $25,306.40 3.05� $22.817.05 409.93' S7,378.74 6.50� $�.625.00 11 $haferContractin9 Q PO Box 128 Shafer,MN 55074 $S,fi38,775.90 U�it Price ' 1,250.00' 2,00O.00) 2,500.00 3,000.00� 250,OOI 750.00 1,00O.00I 500.00� 500.00, 250.00 250.00 s.00a.00 s,oao oa 425.00 20.00I 37.00I 70.00 7D OOI 60 00 i25 OOI 3500� 5.00� SOO.�OI 25Q 00� 250.00� 275.00� 300.00) 500.00� 250A0� 11.40) 17.BOI 17.80) 11.40' 92.0�' 58.00� 92.00� 63.40I 5.60 750.00I 10.00� ToWlPnce $�,250.00 $6,000.00 520,000.00 $72.000.00 $G,000.00 514,400.00 S17p00.00 $55,0OO.OD 510,250.00 Sza,zea.00 $6,250.00 $v 000.00 sis,000.00 $38,250.00 saa,aoo 00 $190.696.00 $112000 $2,17000 aaaa,�ao 00 $4 500.00 $35,700.00 $61, 785 00 $4,00000 $9.000 00 59.750.00 si,a�s.00 S� zoo.00 $9,000.00 $3.600.00 $20,520.00 $21 360.0� $251,692.60 $68,304.40 54,140.00 $76.270.00 518,860.00 $35,504.00 $41,893.60 $13,500.00 $2,500.00 Page ii of ib TABULI4TION OP BBD$ (shaaeaareatlenotesmrzedetlfigure 2006 Pavemeni Management Project, Highla�tls Area, Distric[ 1 City of Cotta9e Grove, Minnesota SEHNO.:A-COTTG0801.00 ClientNO.:08-001 Bid �ate:77:00 a.m., Tuesday, February 72, 2008 Item No. Item 712 4" PVC CONDUiT (UTILIN CROSSING) N3 REMOVEUGHTBASE � 714 SALVAGELIGHTWGUNIT � 115 IIGHTING UNIT, TVPE SPECIAI � ii6 LIGHT BASE, DESIGN SPECIAL I 117 1" NONMETfALIC CONDUIT, SCH.40 � 118 UNDER6ROUND VNRE, � CONDUCTOR NO. 10 I 119 LIGHTING COMROL IMPROVEMENTS � 120 TRAPFIC CONTROL � 127 PAVEMENT MESSAGE (ITARRON� POLY PREPORM � i22 PAVEMENT MESSAGE iRT ARRON� POLY PREFORM � 123 4"SOIIDLiNEWHITE-PAINT(LATEX) � 124 4"DOUBI.ESOLIDVELIOW-PAINT(L4TEX) � 125 12"SOLIDIWENMITE-POLYPREFORMED � 126 24"$OLIDLWEWHITE-POLYPREFORMEO 127 PAVEMENT MARKING (HANDICAP SYMBOL) 128 (F&ITREE,2"DEqDIIOUS 129 F& I TREE 6' HT CONIFEROUS 13a iBALECHECKS 131 SILT PENCE, PREASSEMBIED 132 'STORM DRAIN INLET PROTECTION 133 EROSION CONTROL BLANKET, CAT.2 � 134 SO�DIN6 � 135 HYDROSEEDING (TYPE 260) ( 136 HYDROSEE�ING(TVPE270) � 137 ,TELEVISIONSANITARYSEWER �TOTAL BID Unit LIN FT EACH EACH EACH EACH LIN FT lIN FT LUMPSUM �UMPSUM EACH EACH LIN FT LIN Ff LIN FT LIN F7 EACH EACH EACH EACH LIN FT LUMP SUM SQYD SQ VD SQYD SQYD LIN FT Est. �uancity 220 t i 4 4 450; 1425 1, i, 1 2 12763 8785 324 42 2 37 19 50 13800 1 195 500 36400 33600 54100 B 9 McNamaraCOnVacOn9 KuechleUntleiB�ountl i6100 Chippentlale Ave 10998 State Hwy 55 Rosemouni, MN 55066 Kimbail. MN 55353 $5,521,325.68 $5,566,890.50 Uni[ Price 7.45 350.00 335.00 1,385.00, 565.00 4.45 0.95 1,500.00 5,750.00 325 00 325 �0 0.�4 026 10.00 20.00 40.00 300.00 aoo.00 21 00 0.99 3.500 00 1.00 8.00 0.30 0 30 0.40 Totai Price Unit Price Totai Price 51,639.00 1�.00 $2,200.00 $350D0 500.00 $5�0.0� $335.00 300.W $3�0.00 $5,540.00 7,600.00 $6,400.00 $2,260�0 700.00 $2,80000 $2.002.50 5 00 $2,250.00 $1,35375 1.50 $2,13].50 $1,500.00 �,500.00 $1,500.00 $5,750.00 9,500.00 $9,500.00 $325A0 500.00 $500.00 $650.00 500.0�f $1,000.00 $1,786.82 0.13 $1.659.19 $2.284.10 020' $7.757.00 $3,240.00 15.00) $4,860.00 $84�.0� 25.00) $1050.00 $80.00 65.00 $130.00 $11100.00 320.00� $7i,840.00 as.7oo.0o aoo.od� ss,�oo.00 $1,050.00 5.00� $250.00 $13,662.0� 1 ]2I $18216,00 $3,500.00 9,500.00� $9,500.00 $195.00 3.00� $585.00 54,000.00 4.00� 32,000.00 $10,920.00 0.51� $18,564.00 $10,080.00 0.52� $17,472.00 $21,640.00 1.10� $59,510.00 $5,521,315.68 $5,566,690.50 f[9 Max Ste�mnger Inc 3080 Lexingron Ave. S. Ea9an. MN 55121 $5,568,187.98 l/nit Price I 7.45I 249 96I 334.94I 1.384.75� 564.90I 4 45I 0.95I i.499.731 5.748.98 324.94� 324.94) 0.14� 026I 10.W� 20.00� 39.99� 239.96 194.91� 21.00� 0.99' 9,498.31 � 1.00 8.00� 0.30 0.30) 0.45� ToW I Price $1,639.00 $249.96 $334.94 $5,539.00 $2,259.60 $2.002.50 $1,353.75 $1,499.73 $5,]48.98 5324.94 $649.86 $1.786B2 $2.284.10 $3,240.00 5840.00 $�9.96 $8,878.52 53,704,43 $1,050.00 $73,662.00 $9.498.31 $195.00 $4,000.00 $70,92a.00 570.080.00 $24,345.00 $5,568,t87,98 ifl Shater Conhatlmg Co. PO Box 128 Shafer,MN 55W4 $5,638,]75.90 Unit Price 7.45 i 335.00 1,385.00, 565 00 4 45 0 95 1,500.00 25,000.00, 335.00 335.00 0.20 0.40 9.15 29.50, 50a.00 300.00, 300.00, 21.00 0.99, 10,000 00, 1.W, 8.00 0.30, 0.30 0.50 ToWlPrice $1,639.00 y^1,000.00 $335.00 $5,540.00 S2,260.�0 52.002.50 S1,353J5 51,500.00 $25,000.00 5335.00 $670.00 $2.552.60 $3,514.00 $3.159.00 $7,239.00 $1,0�0.00 517,100.00 $5,700.00 $1,050.00 513,662.00 sio,000.00 $795A0 $4.000.00 $70.920.00 $�0,080.00 $27,050.00 $5,698,T75.90 Short Elhott Hentlrickson Inc Page 72 of 16 TABUI.ATBON OF BID$ �snaaeaareaaeno�eswnaaaaue�ra � �z 2008 Pavement Management Prqect, Highlantls Area, Dis[rict 0 Frattalone Compames Cify of Cottaga Gmve, Minnesota 3205 Spmce Sl SEH No.: A-007TG0801.00 Client No.: 08-001 Little Canada, MN 55117 Bid Date: N:00 a.m., Tuesday, February 12, 2006 $5.687.000 00 Item No., item i M0811I7ATI0N 2 FlEID OFRCE 3 CIEAR 4 GRUB 5 CIEARAND6RUB 6 REMOVE CURB AN� GUTTER 7 REMOVE CMP 8 RCP PIPE (STORM) 6 REMOVEWATERMAIN 9 REMOVE BITUMINOUS DRIVEWAY PAVEMENT 10 REMOVEBITUMINOUSPAVEMENT-STREETANDBIKETRAIL 11 REMOVECONCRETEPAVEMENT 12 REMOVE CONCRETE WALK 13 REMOVE CONCRETE VALLEV 6UTTER 14 REMOVE CATCH BASIN OR MANHOLE (STORM ) 15 REMOVE PEDESTRIAN CURB RAMP i6 SAIMNGCONCRETEPAVEMENT(PULIDEPTH) 1� SAWING BIT PAVEMEM (FULL DEPTH) �8 SALVAGE & INSTALL CONCRETE PIPE STORM SEWER 19 SALVAGE HYDRANT 20 SALVAGE CASTMG (STORM) 21 SALVAGE & INSTAL� 24" RCP FES 22 SA�VAGE & INSTALI CASTIN6 (STORM) 23 SAIVAGE & WSTALI CASTING (SANITARY) 24 SAIVAGE 81NSTALLFENCE 25 SAIVAGE dINSTALISIGN 26 SALVAGE 81NSTALL SPRINKIER SYSTEM (RESIDENTIAL) 27 SALVAGE & INSTALL SPRINKLER SVSTEM (COMMERCIAL) 28 SALVAGE 8 WSTALL LIGHT POLE 29 ABANDON WATER MAIN 30 ADJUSTCASTING(CLEANOUT) 31 COMMON EXCAVATION (P) 32 SUBGRA�E EXCAVATION (P) 33 SALVAGE TOPSOIL (4") (P) 34 PLANTIN6TOPSOIL(C� 35 TOPSOIL BORROW (C� 36 SELECTTOPSOILBORROW(C� 37 LABORER 38 3 CV PRONT END LOADER 39 3 CY BACKHOE 40 STREETSWEEPER(W7THPICKUPBROOM) 41 CALCIUM CHLORIDE SOLUTION 42 WATER FOR �UST WNTROL Unit LUMP SUM LUMPSUM TREE TREE ACRE LIN FT LIN FT lW PT SQ VD SQ YD SQ YD SQ FT EACH EACH EACH LIN FT lIN FT LIN FT EACH EACH EACH EACH EACH LIN FT EACH LIN FT LIN FT EACH LIN FT EACH CU YD CU YD CY CU YD CU YD CU YD HOUR HOUR HOUR HOUR GAL MGAL Est Quantiry 1 1 56 56 0.5 22350 761 205 180 4854 sioo 3326 5 15 4 960 2196 30 �3 9 i 95 301 460 41 1200 500 17 5131 i N 191 300 1502 so 8665 9915 360 180 180 100 2500 650 Unit Price $100.209.21 i5,000.W 190.00 60 00 � aoo.00 0.85 70.00 15.00 2.00' 1ASI 2.90� 0.30 50.00 200.00, 50.00 425 2.40 30.00� 930.00� 50.0�� 300.00� 40000� 400.00I 25.00 i35 OOI 7 25I 2.00 3286.00I 2 00 200 00 1815 8 00 13 00 20 00 12.10I �2.10I 69.00 150.00� 150.00) 135.00� 1.00' 12.00� Tota1 Price $100,20921 $15,000.00 $10,640.00 $3,360.00 $3.500.00 $18,997.50 $7,610.00 $3,075.00 $360 00 $5,09670 $6,090.00 ssszao $250.00 $3,000 00 $200.00 $4,080.00 $5 270.40 $900.00 512.090.00 $450 00 $300 �0 536,000.00 S120,400.00 $71,500.00 $5,535.00 $1,500.00 $1.000.00 $55,862.00 $10,262.00 $200.00 $209.83125 $2,400.00 $19,526.00 at2oo.o0 5104,846.50 $� 19,971.50 $24.840.00 $27,000.00 $27,000.00 $13,500.00 52.500.00 57.800.00 Short Eiliott Henanckson Inc Pa9e 13 of 16 TABUI.ATION OE BID$ �snaaeaareaaenoteswReaear�qure 2008 Paveme�t Management Pro�ect, WHhiands Area, Districf 3 City of Cottage Carove, Minnesota SEHNo.:A-COTTGO601.00 pientNO.:08-007 Bid Oate.11:00 a.m., Tuestlay, February 12, 2008 Item No., Item 43 AGGREGATEBASECL V-100%CRUSHED (LIMESTONE) (FOR DRIVEWAYS) (C� 44 AGGREGATE BASE PLACED, SAlV.81T. & Cl. 5(P) (C� 45 AGGREGATE BASE PLACED,STOCKPILED 46 PULVERIZE BITUMINOUS PAVEMENT (P) (10") 47 SAW 8 SEAI BITUMINOUS JOINT 48 TYPE I.V 3 WEARING COURSE MIXTURE 49 TYPE LV3 NON WEARING COURSE MIXTURE 50 TYPE MV 3 WEARIN6 COURSE MIXTl1RE 51 TYPE MV 3 NON WEARING COURSE MIXTURE 52 TYPE LV 4 WEARINC� COURSE MIXTUIRE (TR41�5 & DRNEWAVS) 53 BITUMINOUS MATERIAL FOR TACK COAT 54 CRUSHED ROCK PIPE BED�ING MATERIAL 55 12" RCP SEWER, CLASS V. �ESIGN 3006 56 15" RCP SEWER, CLASS V, DESIGN 3006 57 18" RCP SEVJER, CLASS V, DESIGN 3006 58 24" RCP SEWER, CLASS IV. DESIGN 3006 59 i2" RC APRON 60 18" RC APRON 61 24" RC APRON 62 6" PVC SANITARY SEWER SERVICE PIPE, SDR 26 63 8"X6"PVC 64 8" PVC SANITARY PIPE SEWER SPOT REPAIR, SDR 35 65 8" PVC SANITARY PIPE SEWER, S�R 35 66 CUREDIN-PLACEPIPELWERFOR9"VCP(MHTOMH) 67 CURED IN-PL4CE PIPE LMER FOR 9" VCP (SPOT REPAIR) 66 CONNECT TO EXIST. SANITARY MANHOIE 69 CONNECT TO EXIST SANITARY SERVICE ]0 RECONSTRUCT MANHOLE (SANITARI� 71 6" GATE VALVE AND BOX Umt TON CY CV SQ VD LW FT TON TON TON TON TON GAL TON LIN fT LIN fT LIN FT LIN FT EACH EACH EACH lIN Ff EACH lIN FT LIN FT LIN Ff LW FT EACH EACH LIN Ff EACH I �2 Frarialone Companies 3205 Spruce St LiHle Canatla, MN 5511] $5,687,000.00 Est Quantiry Onit Price Total Price 1170 1700 $18,87000 1�095 4542 219560 77615 16620 21360 4810 6415 2017 11085 250 914 123 25 104 2 6 7 t]61 8b5 4 75 0.46 1.i6I 45.32� 43.46� 47.97� 46.38I 58 30I 3 t0l 25.00� 42 60I 44.25I 46 35� 60.00 i,aoa.00 �,200.00, 1,700.00 41.00 586,312 25 321.574.50 $100.997.60 $90,033.40 $]53,218.40 $929,174.80 $230,735.70 $297,527J0 $117,591.10 $34,363.50 $6,250.00 $38,936.40 55,442.75 $1,15875 $6,240.00 sz,000.ao $7,200.00 $1,700.00 5�2201.00 10 125 10 1205 50 4 48 123 5 39 500.00 180.00 100 00 41.87 320.00 1,500.00 235 OOI 225.00I 1,000 �OI $5,000.00 $22.500.00 $1,000.00 $50.453 35 516,000.00 $6,Q00 00 $11,280.00 $27.]87.50 $39,000.00 Short Eilwtt Hendrirkson Inc Page 14 of i 6 TABULATION OF BID$ Lsnatleaareadenotesmrtedetlngure � 2008 Pavemen[ Management Project, Highlantls Area, DiSMCt 3 CityoFCOffigeGrove, MinnesoW SEH No.: A-007TG080t.00 Client No.: 08-001 Bitl �ate'.11:00 a.m.. Tuestlay, February 12, 2008 Item No. Item Unit 72 8" GATE VALVE ANO BOX EACH 73 12" 6ATE VALVE AN� BOX EACH ]4 16" BUITERFLY VALVE ANO BOX EACH 75 FURNISHANDWSTALLHVDRANT EACH 76 CONCRETEHYDRANTPA� EACH 77 1" CORPORAt70N STOP EACH 78 CONNECT TO EXISTING WATER MAW EACH 79 CONNECT TO EXISTING WATER SERVICE EACH 80 ADJUST HYDRANT LIN FT Bi ADJUSTVALVEBOX EACH 82 REPAIR GATE VALVE BOX LIN FT 83 12" X 12" WET TAP FACH 84 24" X 12" WET TAP EACH 65 30"STEELCASINGPIPE-JACKED LWPT 8fi P' COPPER SERVICE PIPE, TYPE K LIN fT 87 6" WATER MAIN DUCTIIE IRON CL 52 UN FT 88 B" WATER MAIN DUCi7LE IRON CL 52 LIN fT 89 12" WATER MAJN �t/CTILE IRON CL 52 LIN FT 90 16" WATER MAIN DUCTILE IRON CL 50 LIN FT 91 24" WATER MA1N OUCTILE IRON CL 50 �W FT 92 4"RIGIDINSULATION SQYD 93 DUCTILE IRON FlTTINGS EPDXY COATE� (COMPAC'� POUN� 94 CASTING ASSEMBLV, R-3290 VB EACH 95 WNSTRUCT CB, TYPE CB (48" DIA) �IN FT 96 CONSTRUCT C8, TYPE CBMH (48" DIA) LIN FT 9] Construct CB. Type CBMH (60" DIA) lIN FT 98 CONSTRUCT DRAINAGE STftUCTURE, TYPE STMH LIN FT 99 CONNECTTOEXISTWGSTORMSEWER EACH 100 RECONSTRUCT MANHOLE OR CATCH BASIN (STORM) LIN FT 101 CONCRETE CURB 8 GUITER DESIGN 8612 (HIGHtANOS lW FT PARKNG LOT) 102 CONCRETE CURB 8 6UTTER DESIGN B678 , HAND-PLACED LIN FT 103 CONCRETE CURB & GUTTER DE516N, SURMOUNTABLE (HAN� LIN FT PLACED) 104 CONCRETE CURB 8 GUTI'ER DESIGN , SURMOUNTABLE LW FT (MACHWE PLACE�) t05 CONCRETE DRIVEWAV APRON (8" THICK) (HIGH EARLV) SQ YD 106 6" CONCRETE PAVEMENT- DRNEWAY (HIGH EARIY) S� Y� 107 8"CONCRETEPAVEMENT-ORNEWAY(HIGHEARLY) �S�YD 108 8" CONCRETE VAILEV GUII'ER (HIGH EARL1� S� YD 109 6" CONGRETE WAIK SQ F( 110 PEDESTRIAN CURB R4MP WlTRUNCATEO �OMES EACH 111 'CONCRETE PAD (PME TREE VALLEY PARK)-4" THICK SQ FT iz Prettalone Compames 3205 Spruce St L�ttle Canatla, MN 55117 $5,68],000 00 Est quanhty i 3 6 24 24 96 17 110 20.5 97 25 1 2 90 2220 5154 i6 31 6�45, 36 1020 12237 8 36 39 5 4 76 144 18(10 1200 14140 Umt P�ce I 1.500 oal 2.200 OOI 2,600.00 3.SOO.00I 400.00I 115.00 i.000.001 320.00I 655.00I i]S.00I 75 00� 2,000.00� 4.00O.00I 370.OD� 25 OOI 35 45� 47 00 5�.00 59.00 zoa.ao 27.00 5.10 500.00 500.00� 600.00 800.00� 7,000.00) 1,600A0' 425.00I m.si I 14.�8 13.43 ToWI Price $1,500.00 $6,600.00 $22,400.00 $84,000.00 §9,600.00 $11.040A� $17,OOOAO $35,200.W $13,427.50 $16,975.00 $1,875.00 $2.000.00 $8,000.00 $33,300.00 $55,500.00 $182,709.30 S75P.00 51,767.00 $39],955 00 s�,2oo.ao 5z7,sao.00 562,408.70 $4,000.00 sia,000.00 $23.400.00 $4.000.00 $4,000.00 S28,800.00 $6,120.00 $19,098.00 $1'l,�36 00 $189.90020 7746 7.96 $61,65816 45 4824 $2,170.80 1315 38.70 $50,10150 205 47.51 $9.739.55 560 60.30 $33,768.00 7487 376 $28,128.56 18 53000 $9,540.00 250 2�1 S6]1.i0 Short Elliott Henanckson Inc. Page 15 of i6 7"ABUI.AT'oP� oF' BeD$ �snaaeaareaaemtescorteaetlfi 2008 Pavement Management Project, Highiands Area, Dwtrict 3 Crty o(COttnge Grove, Minnesota SEH No.: A-COTTG080L00 qient No,: 08-001 Bid Date. N:00 a.m., Tuesday, February 12, 2008 kem No.I Item Unit 112 4" PVC CONDUiT (UTILITY CROSSING) UN FT 113 REMOVE LIGHT BASE EACH 114 SALVAGE LI6HTING UNIT EACH 115 LIGHTMG UNIT, TYPE SPECIAL EACH 716 LIGHT BASE �ESIGN SPECIAL EACH 11] 1" NONMETTAIIC CONDUIT, SCH.40 lIN FT 118 UN�ERGROUND IMRE, 1 CONDUCTOR NO. W LIN F7 ii9 LI6HTINGCONTROIIMPROVEMENTS WMPSUM i20 TRAPFICCONTROL WMPSUM 121 PAVEMENT MESSAGE (LTARRON� POIV PREFORM EACH � 122 PAVEMENTMESSAGE (RTARR04ry POLY PREFORM EACH ( 123 4"SOLIDLINENMITE-PAINT(LATEX) LINFT 124 4"DOUBLESOIIDYELLOW-PAINT(LATEX) LINFT 125 i2" SOLID LINE WHITE-POLV PREFORMED LW PT 126 24"SOLIDLWEWHITE-POLVPREFORMED �WFT 127 PAVEMENT MARKW6 (HAN�ICAP SYMBOL) EACH 128 F 81 TREE, 2" DECIDUOUS EACH 729 F& I TREE 6' HT CONIFEROUS EACH 130 BALE CHECKS EACH 131 SILT FENCE, PREASSEMBLED LIN FT 132 STORM DR41N WIET PROTECTION LUMP SUM 133 EROSION CONTROI BLANKET, CAT. 2 SQ YD 134 SO�DING SQYD 135 HYDROSEE�ING (TYPE 260) SQ YD 136 HYDROSEEDING (TYPE 270) SQ YD 137 TEIEVISiON SANITARY SEWER LM PT TOTA� BID tz Frettalone Compan�es 3205 Spruce Sf Little Canada. MN 5511] $5,687,000.00 Est Q�aotity 220 1 1 4 4 450, 1425 i 1 1 2 12763 8785 324 42, 2 37 t9 50, 138�0 1 795 500 3640� 33600 54100 Unit Price 20.00 500.00 360.Q0 1,660.00 840.00 5.72 1.12 2,133.00 6.000 00 530 00 530.00 0.14 021 1.7 20,000 ( 21 62 04 Totai Price $4,400.00 $500.00 $360.00 $6,640.00 $3 360 00 $2 574.�0 $1.596.00 $2,133.00 $6.000.00 5530.0� 51,060.00 51 766.ffi $1,844.85 $5,151 60 $7,71300 $14000 $12 395.00 $6.042 �0 $500.00 $15,318.00 s2o.000.00 5413.40 $3,100.00 $16,380.00 $16,800.00 $40,575.00 55,687,000.00 Short Elliott Hentlnckson Inc. Page 16 of 16