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CR 08-051 2008 Street & Utiltiy Improvement Project CITY OF ~ May 20, 2008 HOPKINS Council Report 2008-051 ACCEPT BIDS, DECLARE COST TO BE ASSESSED AND ORDER ASSESSMENT HEARING 2008 STREET AND UTILITY IMPROVEMENT PROJECT CITY PROJECT No. 07-10 Proposed Action Staff recommends approval ofthe following motion: adopt Resolution 2008-033. acceptin~ bid for 2008 Street & Utility Improvement Proiect. Resolution 2008-034. Declaring Cost To Be Assessed. and Ordering Preparation of Proposed Assessment. Resolution 2008-035. Resolution for Hearing on Proposed Assessments. 2008 Street and Utility Improvements. City Proiect 07-10. This action continues an assessable project for street upgrading. Overview The bid opening for the 2008 Street and Utility Improvement Project was held on May 13,2008. The low bid was $1,033,733.83, which is $289,000 less than the final engineer's estimate. In all, 8 bids were opened indicating a very competitive construction market. Assessment calculations will be prepared based on the low bid submitted by Valley Paving, Inc of Shakopee, MN. Staff is now recommending acceptance of the bids and ordering an assessment hearing for the project on June 17,2008, followed by award of bid. Primary Issues To Consider . Results of bid opening . Project costs and assessment interest rate . Water Services · Schedule . Recommendation Supportin2 Information . Abstract of Bids . Recommendation Letter . Resolutions: 2008-033, 008-034,2008-035 Financial Impact: $ 1.421,384 Budgeted Y/N Y Source:S.A. MSA. PIR. CI,Utility Funds Related Documents (CIP, ERP, etc.): CIP. Feasibility Study Notes: \\Lisa\engineering\Council Reports\2008\CR2008-0S1 Accept Bids Order Hearing 2008 Street Imp Project.doc . Results of Bid Opening Valley Paving Midwest Asphalt Northwest Asphalt Veit & Company Hardrives, Inc. Bituminous Roadways Park Construction C.S. McCrossan $1,033,733.83 $1,052,867.42 $1,078,916.67 $1,119,966.00 $1,185,789.99 $1,189,141.91 $1,217,335.75 $1,248,030.95 All bids were submitted with required bid security made by qualified contractors. Valley Paving. is a reputable and responsible contractor and has completed similar projects in Hopkins. . Project Costs and Assessment Interest Rate Based on the low bid, 25% overhead costs (engineering, admin, legal), and a 10% construction contingency the total estimated project cost is $1,421,384. The assessable amount is calculated based on 70% of the assessable roadway costs for non residential and 30% ofthe assessable roadway costs for residential properties. The total amount to be assessed on this project is $472,183.58. The estimated assessable amount was $665,621, so residents should see a significant reduction in their individual assessments. A full assessment role will be made available at the Council Meeting. Staff recommends applying an annual interest rate of 7% to this assessment. This interest rate was set in 2002 and is reviewed every 3 years. . Water Services The homeowner cost for the water service replacements will be $25.43 per foot of service pipe plus $167.84 for the curb stop & box. Final amounts for each resident will be calculated and included in the final assessment role. . Schedule Accept Bids and Order Assessment Hearing May 20, 2008 Assessment Hearing/Award Contract June 17,2008 Begin Residential Construction June 2008 Construction Complete October 2008 . Recommendation Staff recommends the council accept the low bid submitted. \\Lisa\engineering\Council Reports\2008\CR2008-051 Accept Bids Order Hearing 2008 Street Imp Project.doc ABSTRACT OF BIDS s.A.P.132-350-001 2008 STREET AND UTILITY IMPROVEMENTS cnv OF HOPKINS, MN CITV PROJECT NO. 07-10 8M! PROJECT NO. T16.22221 - ,%~ ..,',....... "0"_"" :.....~:,. '. i.ok.,., ... .5"''':':',", '''T~F""r~: L......:~... .i........ t......;,;", .~~"""'......... ~........ ".... "...;;.;'; ;.n",,; ~... .""'. ".QU~ ...... ...~.~ . "'"""' , MOBILIZATION LUMP SUM , $40,000.00 $40,000.00 $21..500.00 $21.500. 132,000.00 $32,000. $60,000.00 $&0.000.0 554.300.25 $54,300.2 S40,ooo.oo S40,000. So43.000.00 $43.000. $35,550.00 $.35.550. 5140.000.00 Sl4(),OOO. , CLEARING (AND GRUBBINQ.TREE} TREE '" $755.00 $7,550.00 ""W n~;-::,- 5250.00 $2.500. "".00 $2.500.0 $275.00 $2..750. "".00 $2,650. $400.00 $4,000, $250.00 $2.500 $250.00 $2,500. , CLEARING AND GRUBBING (SHRUBS) LUMPS\JM :L500.00 """.00 ....." .... $490.00 $490; $1,200.00 $1.200.0 5532.00 "" 1512.00 $512. $1.800.00 $1.800. $485.00 .... S5OO.00 "00. ROOT ClJTTlNO L1NFT '00 "".00 $3,000.00 oaoo '''". "00 S5OO. ".00 ""., $11.00 $1,100. ".00 $500. $15.00 Sl,500. "." S5OO. ".00 "". , REMOVE SEWER PIPE (STORM) lINFT '" $10.00 $3.850.00 $8.14 $3.133 "00 $3.080. ".00 $3,080. $7.00 $2,695. $6.75 $2,598. ".00 "-"'. "00 $1.540. ".00 $2.310. , REI.40VE SEWER PIPE (SANITARY) L1NFT SO ".00 $400.00 $10.17 "".. $10.00 "". "00 ""., "50 "". ".'" $160. 1>00 "SO. $15.00 "50. $13.00 ""'. , REr.40VE CURB & GUTTER (COJ<RETE) L1NFT 1741 ".SO S6.I)g3.5O .W $4.718.11 ,,"00 "."'" ".SO $7.834. ,,"00 $5,223. ..." $7.486. """ $5.145. $1.80 $3.133 ""'" $4.352. . REI.40VE CONCRETE PARKING STOPS LlNFT ". $15.00 S2.~.00 ,,-" "',. "-80 .."'. ...00 ""'., "50 ""'. $3.75 "" ".00 S5OO. ".00 ""'. ".SO ",. . REI.40VE.CONCRETE PAVEMENT (DRIVEWAY IWALKNAlLEY GlITTER} SOYD ..", ,,"00 $10.932.00 $7.58 $13.810. """ $6.923. "." $8.012. $3.00 $5.~. "." $11.387. "" 58.199- ".00 $5.468. ".00 $14.578. " REI.40VE BITUMINOUS PAVEMENT (DRIVEWAY & TRAIL) "'YO '" "... $1.210.50 ".00 $1.970. $2.15 $&47.1 "-" $1.300.2 ""50 $1.182. ".00 $1.182. "00 $1.576. $2.00 ."'. $7.00 52.758- " REI.40VE MANHOLE (SANITARY) EACH , S5OO.00 $1.500.00 $610.31 ~:,".:l-.J_1".i $610.00 $1,630. "".00 $1,155.0 $300.00 500C. .....00 $1,0!00. $400.00 $1.200. $425.00 $1.275. ""'.00 $780. " REMOVE HYDRANT (S VALVEl EAC" . S5OO.00 $4.000.00 S508.60 $4.068.8 $510.00 $4.080. $200.00 $1.600. $700.00 $5.600. $250.00 $2.000. ""'.00 $2:.000. $450.00 "."" $1.100.00 $&.800. " REMOVE DRAINAGE STRUCTURE EAC" , 1300.00 $2.100.00 ""-" $2.848.1 "".00 $V335. $365.00 52.695.0 S3OO.00 $2.100. "".00 52.800. S400.oo 52.800. $200.00 $1.400 $260.00 $1.820. " SAWING CONCRETE PAVEMENT (RJLL DEPTH) L1NFT '" ..SO .$2.313.00 ",. $1.701. .." $2.281. ".00 $1.542.0 ""'" $1.799. ..." ".... ".00 $2.056. ""'" $1.896..2 "" $1.670 " SAWING BITUMINOUS PAVEMENT (FUlL DEPTH) L1NFT "" ".00 $4.982.00 $1.81 52.m.7 ".00 $4.962. ".00 ".ooa $3.00 ...... $2.75 ...... "00 ...... $1.80 U.9n2 51.80 52.9n.2 " SALVAGE 8. REINSTAlL WOOD FENCE (SPLIT RAIl) L1NFT ". ".00 ""00 $19.00 $2.052. $10.00 $1.080. $10.00 $1.080. $12.00 $1.298. $9.00 .,,'- $25.00 $2.700. $15.18 $1.639. $ZS.OO $2,700. " ABANDON PIPE SEWER U'" '" $13.00 51.807.00 $10.17 $1.4\3. $10.15 $1.410. ".00 ..... $12.50 $1.737. 1>" ,m "00 ...... ".., $1,314. ".00 $1,112. " COMMON EXCAVATION CUYD .." $16.50 $76,758.00 $9.24 $42.584. $12.50 l58.150. $12,80 $58,615. $11.00 $51,172. $13.75 $63,965. $.20.00 $93.040. $13.00 S60.476. $15.00 $69.780. " SUBGRADE EXCAVAnON CUYD 1878 $15.00 $28,140.00 58." $16.921.5 "'., $18.7 $7.10 $13.319. ,,-" $10.318. $18.95 $35.550. $20.00 $37.520. $13.00 $24.388. $11.00 $20.636. " SELECT GRANULAR BORROW CUYD 1878 $17.50 $32.830.00 $15.63 129.321. $0-01 $\8.7 $15.45 "'.. $10.00 $18.760. =" $42.679. $15.00 $28.140. "'.00 $41,272. $18.00 $30,016 " GRANULAR TRENCH BACKFILL CUYD '" $15.00 $11,790.00 $19.00 $14.934. $11.55 $9.078 "'-" $17.685. $13.50 $10.611. =" $17.8$1. SO.Ol ". $31.00 $24,366. $16.00 $12,576. " TOPSOIL BORROW CUYD "" $15.50 $13.950.00 $1.00 "". $0-01 ". $13.00 $11,700. $17.00 $15.300. $18.70 $18.130. $3000 $27.000. $23.00 S20.7oo. $15.00 $13,500. " EXPLORATORY EXCAVATlON HOUR . "".00 $4,000:00 "".00 SJ.l60. $510.00 $4.080. $150.00 $1.200. "".00 ...... ""'.00 $2,000. ""'.00 $2.000. $245.00 $1.960 "".00 SoI.OOO. " AGGREGATE BASE (CV) ClASS 5 MODIFIED CUYD "" 524.00 $94.512.00 $21.06 "'.'" $19.00 $74.822. $23.00 $90.574. "'00 194.512. 125.50 $\00.419. $28.00 $110.264- "'.00 $98.450. "'.00 ..." " MIll. BITUMINOUS SURFACE (FULL.()EPTH) SaYD 11172 "." 539.102.00 "'." 52.904. ".&5 $29.605.8 ".. 55.586. ".00 SU.344. ,.., $41.001.2 $1.75 $19.551. ,,-" $37.426. $1.70 $18.992. " MIll. BITUMINOUS SURFACE (2") (8-FOOT EDGE MIU) SOYD "" ".00 $11,672.00 "'." ...'" $1.15 $6.711. $1.00 ss._ ".00 $11.672. $0.55 53.209. $1.75 $10.213- "... $15.465.4 50." $5.252. " CRACK REPAIR SPE.CIAL (8IruMINOUS) LlNFT ... ss." $4.410.00 $10.49 $8,811 "'.00 $16.800. $10.00 58.400. $11.00 $9.240. "". $18.900. "-" $2.310. $10.12 $8.500.8 $18.00 $15.120. " 3.0'" THICK BITUMINOUS WEARING COURSE (DRIVEWAYS" TRAIL) (MV 4) "'VO 1211 $21.00 $25,4JI.00 $18.00 $21.798. $18.70 $22.645.7 $21.75 "'.m $15.00 $18,165. $19.26 $23.323 $15.20 $18.407. $24.70 $29.911.7 $17.00 $20,587. " ROUT.. SEAL BITUMINOUS PAVa.4ENT CRACKS (& CLEAN) POUND "" $2.10 $4.882.50 "-" ".'" "-" $5.812.5 "." $5.698 ".00 $8.975. "-" $8.088. "-" S6.3S3.7 ".., $5.766. "-" 55.696.2 3C TYPE MY 4 WEARING COURSE MIXTURE (B) W, "" "'.00 $153.843.00 ...." $151.980. $51.00 $137.649. "'.., $153.384.1 $61.00 $164.639. "'.00 $159.241. $71.00 $191.629. $51.80 $139.266.4 561.00 $1-&4.639. " TYPE MV 3 NON WEARING COURSE MIXTURE (B) '0' .~. "'.00 $78.nl1.oo 151.59 $74.753.91 ....00 $71.001. "'-" $75.753. "'.00 $81.144. "'00 $75.348. "'.00 ..."'. ...... $71.841.4 "'.00 $75.348. " TYPE MY 3 NON WR CfIS MIX(B) 2.0- THICK (STREET PATCH) "''' 2812 $18.00 $47.016.00 $18.90 $44.142 $27.85 $72.744.2 $18.75 548.975. ".00 $18.284. "'00 $87.912. $10.00 $26.120 $18.60 $48,583..2 $.21.00 $54,1352. D BITUMINOUS MATERIAL FOR TACK COAT ""C "" "." $5.&33.!IO ".58 ".'" "-" $4.464.6 ".00 $4.252. ".5O $4.ZS2. $1.75 $3.720. ".00 $6.378. "."' $4,294.5 "." $5,952 " MODULAR BLOCK RETAINING WALL "'Fl" .. "'.00 .$2.100.00 ~19.83 $1665. "'.00 $S.712. 528.00 $2.352.0 '''-00 $1.848. $27.75 52.331. $25.00 $2.100. "'.00 $2100. "'.., $1,680 " 12" RC PIPE SEWEROES 3006CLV L1NFT .., "'-00 $12,936.00 ",." $10.339 =" $10,325. "'.95 $12,912. 529.00 $13.,396. ,,.00 $12,012. $:26.00 $12.012. $27.00 $12.474. "'.00 $11.550. " 15" RC PIPE SEWER DES 3008CL V LlNFT ". =00 $9.248.00 524.41 $7.054. $.24.35 $7.037.1 $27.66 $7.m.7 $30.00 sa.670. ...." $7.051. $25.00 $7.225. $22.00 $6.358. "'.00 $7,60'3. " 21" RC PIPE SewER OES 3006 CL III LlNFT '" ,",00 $9.828.00 "'." 56.&64. "'.., 56.645.6 $30.59 $7.158. "'00 $8.190. "''' 56.645. ""00 $6.552. "'.00 ...... "'.00 $7,488. " 24" RC PIPE SEWER DES 3006CL III L1NFT " ","50 $2.835.00 "'-" $1.537. $28.40 $1.533..8 "'"" $1.&2:J. $37.00 $1,998. "." $1.555. $30.00 $1.620. $29.00 $1.566. ....., $1,836. " CONNECT TO EXISTING SANITARY SewER (PIPE) ",C" , $700.00 $4.900.00 $1.525.80 .$10.680. $510.00 $3.570. $750.00 $5..250. $1.000.00 $7.000.0 .....00 "-"". S400.00 $2.800 $310.00 $2.170 $150.00 $1.050. " CONNECT TO EXISTING MANHOLES (SAN) EA'" , $1.500.00 $3.000.00 $782.89 $1525. $760.00 $1;520. $1.000.00 $2.000. $1.000.00 "-000. "".00 "". $500.00 $\.000. $575.00 $1.150. ""'.00 ""'. .. CONNECT TO EXISTING STORM SewER EAC' '" $900.00 $111000.00 $681.18 $13,223. .....00 sa,200. $610.00 $12.200.0 $IJlOO. $20.000. "".00 $8.000. 5400.00 $8.000. ""'.00 57600 $240.00 $4.800 " CONNECT TO EXISTING SANITARY SewER SER EAC" , $SOO.OO $500.00 $1.525.80 $1,525.8 $510.00 5510. "".. "". $l.soo.00 $1,500. ""00 $.282. S300.OO "". "".00 ""'. 5240.00 "". " 10~6"PVCWYE EAC" $250.00 $250.00 "".., sm.- 5205.00 "" ""-00 ""., ""00 ""- "".00 "". "".00 ""'. $790.00 $790. ""'.00 "'",. ~ S" OUTSIDE DROP LINFT . ""'.00 52.000.00 ""'.., $5.\26. "".., SS.12O. $300.00 $2.400.0 -$437.00 $3.496. ""'.00 "-"'. ""'.00 '2.000. "".., $1.840. $140.00 $1,120. " CONSTRUCT 10" INSIDE DROP LIIIIFT " SSOO.OO S6.!iOO.OO $228.87 $2,915.31 $230.00 $.2,990. '=00 $2.925.00 $208.00 "-'" $313.00 $4.069. $310.00 $4.030. $315.00 S4.0i5. $250.00 $:),250. .. 8" PVC PIPE SewER (SANITARY) U'Fl" " "'.00 S68S.oo """" ""A "'"'" "" $3$.72 .m. "'"" $1.102. $2:4.70 ..... 525.00 $475. "".00 $780. $.27.00 $513. " 10" PVC PIPE SEWER (SANITARY! L1NFT '" "'.00 $21.294.00 $44.75 $22,688.2 ...... $22.637.5 "'." $15.1:23.81 $58.00 $29.406. =00 $16.224. $32.00 $16224. ....00 $23,322, ....00 SZl,322. .. S"PVC SANITARY SERVICE PIPE L1NFT " "'.00 $875.00 """" S5OO. "'"'" "",. "''' $647.0 $45.00 $1.125- S20.75 $518.7 $21.00 "". "".00 "'.. $27.00 $875. " 8" DUCTILE IRON PIPE SEWER CL 52 L1NFT " "'.00 $2.295.00 "'... $1.815. ","'" $1.810. $41.53 $2.118. $51.00 $.2,801. $41.30 $.2.108. $12.00 "" $41.00 $2,397. "".00 $2,550. " LINING SEWER PIPE 8" (SANITARY) L1NFT "" $35.00 $12.160.00 "'." $11.504. "'"'" $20.010. "''' $19.731.80 =" $10,092- "".50 $21.054. "'.00 $20,680. "'.00 $19.488 "'.00 $18,7'32. " DUCTilE IRON FmlNGS POUND ... ".00 $2.220.00 ..... $20J3.5 ..... $2.020.2 $4.36 $1.935.84 """ $2.220. $9.00 $3.996. $7.00 $3.108. "'.., $8.880. $7.10 $3,152. " CONNECT TO EXISTING WATERMAIN "'C" " $1,000.00 $18.000.00 5356.01 55.896.1 $355.00 $5,680. "".00 $10,400.0 $693.00 $11,088. $490.00 $7.840. SSOO.OO 58,000. 5630.00 $10.080. $310.00 $4,980. " HYDRANT EACH . $3.000.00 524.000.00 $2.797.28 $22.378.2 52.800.00 S22.400. 53.76!5.oo $3(1.\20. $3.200.00 $25.600. $2.m.oo $22.218. $2.800.00 $Z2AOO. $3.600.00 S2ll.800.oo $4.200.00 333,600 " AOJUSTGATE VALVE BOX EAC" " ""'.00 $4.400.00 $182.36 $3.571.9 $170.00 $3.740. "".00 $4.950. 5370.00 58.140. $197.00 $4.334. S200.00 $4.400. """.00 56.&00. "".00 $7,480 " I" CORPORATION STOP ",C" , $150.00 $600.00 $111.89 .." $110.00 ...... $120.00 ..... $116.00 .... $127.00 S5OO. $125.00 """. $155.00 ,,"'. 8500.00 $2120. " 6" GATE VALVE AND BOX EAC" " $1.000.00 $11.000.00 "".. $10.293.91 $1.100.00 $12.100. $915.00 $10.065.0 $'973.00 SI0.703. 1955.00 $10.5OS. $950.00 $10.450. $1.350.00 $14.850. $790.00 $8.690 " 8" GATE VALVE AND BOX ",C" , $1,400.00 $2,800.00 $1,220.63 52.441.2 $1.385.00 $2.no. $1,280.00 $2,580. $1,2&4.00 $2,528. $1.245.00 "-"". $1.300.00 $2.600. $\.730.00 ".'" $1.100.00 $2,200. " 12"GATE VALVE AND 80X EAC" , $2.000.00 $2.000.00 $2.237.82 52.237. $2.400.00 $2.400. $2.210.00 52.210. $2.071.00 $.2.071. $2.127.00 $2.127. $2.100.00 $2. lOG. "950'" $2.650. $1&00.00 $1,800 58 l"CURBSTOP & BOX EAC" " "".00 $3.250.00 $167.84 $1.678. $320.00 $3.200. $450.00 $4,500.0 $11100 $1.110. $197.00 51.970. $200.00 $2.000. ""'.00 $8000. "".00 55600. " SALVAGE SPRINKLER HEAD "C" " "".00 "".00 $32.47 $324.7 "'.00 "". $12.50 $125.0 "00 "'. ".50 555. $10.00 $100. ss." "'.. ".00 "'. " INSTAlL SPRINKLER HEAD EAC" " $ISO.OO $1.500.00 $54.12 "" "'.00 "". $137.50 $1.375.0 $15.00 $\50. $31.00 $310. $20.00 ."'. $13.66 ,,,. $15.00 $150. " 1" TYPE KCQPPER PIPE U'Fl" '" "'.00 $10.476.00 "'." O.~~;,." 555." $9.635 $26.13 $10,13$. $41.00 $15,908. 555.00 $9.700. 555.00 $9.700. $15..so 56.014. $41.00 $15,908. " 6" WATER MAIN DUCTlLE IRON CL5.2 U'" ", ,",00 $7.350.00 "'." 56.230. "'." $6..212. $30.63 ".'" $38.00 $6.650. $31.50 $5.512. =00 $5.600. $47.70 $8347 $78.00 $13.300. " 8" WATERMAIN OUCTlLE IRON CL 52 LrNFT " ","00 $1.820.00 ",.n ~~.~C1.~- "'.M $1.597.7 ...." $1.704. $47.00 $1.645. "'.80 $1.288. ....00 $1.400. "'"'" $1.312 S81.00 $2835. " 4" POLYSTYRENE INSULATION SQ" '00 ".00 $1.000.00 ".08 $610. ".00 ."". """ "". $2.00 "". ...'" "". ".00 51.000. $18.50 """ "" "". " CONST DRAINAGE STRUCTURE DES 48-4OlO EACH , $1.500.00 $4.500.00 $1,042.82 $3.127. $1.040.00 $3.120. $1.0OS.00 $3.015.0 $1.800.00 $4.800. $1,091.00 $3.273. $2.000.00 56.000. $2.500.00 $7.500 $1,500.00 $4.500. " CONST DRAINAGE smUCTURE OES 48-402:2 ."'" , $1,600.00 $3.000.00 $1.937.75 $3.875. $:920.00 $1.940. $925.00 '1,850.0 $'.800.00 $3,200. $1.091.00 "-,,'- $2.000.00 $4,000.00 $2.350.00 "."" $1,400.00 $2,800. " CO~T DRAINAGE STRUCTURE DES 60-4020 EACH $2.600.00 $2.600.00 $2.639.62 $2~ $1,815.00 $1.615. $1.485.00 $1.485. $2.172.00 "-,,'- $1.845.00 $1.845. $2.500.00 '2500. 53.900.00 """ $1,900.00 $1.900. " CONST DRAlNAGE STRUCTURE DES ~ "C" S2,600.oo .$2.600.00 52.542.99 52.542. $1.525.00 $1.525. $1,600.00 $1,800.0 $2,172.00 $2,172. $1,845.00 $1.845. $2.500.00 $2,500. 13.500.00 """ $1.800.00 $1,800. " CO~T OAAlNAGE STRUCTURE DES 66-4OZ2 EAC" , $3.300.00 $3.300.00 52.339.54 "-D' $2.335.00 $.2.335. $2.035.00 $2.035. $2,~.00 52.450. $2.596.00 $2.598. $2.800.00 .$2.600. $5.800.00 $5.800. $2300.00 $2.300. " CONST DRAINAGE STRUCTURE DESIGN SPECIAL (DESIGN R-l) (2"":(3') EAC" " SI.200.oo $21.600.00 $686.61 $12.358. "".00 $12.330. $730.00 51'3,140. $900.00 $16.200. $638.00 $15.048. $1.000.00 $18.000. $1.500.00 527,000. 5750.00 $13.500. n RECONSTRUCT DRAINAGE STRUCTURE ."'" . $1.500.00 59.000.00 ..,,"" $5.798. $965.00 $5,790. S650.00 $3.900. $'347.00 "-""- $453.00 $2,718. $1.000.00 56.000. $1.700.00 $10200 $1,100.00 $8.800. n CASTlNG ASSEMBLY (R-3087 V STORI.4 SEWER) EAC" " """.00 $12.000.00 "".00 $13-200. .....00 $10.920. $495.00 $11.880. $461.00 $11.064. $591.00 $14,184. $525.00 $12.600. $750.00 $18.000. $720.00 $17.280. " CASTING ASSEMBLY (R-6663-JH STORM 5EWEFI) EAC" , ""'.00 $600.00 $1.260.78 $1,260. $1,100.00 $1.100. $1,111.00 $1.111. $1.350.00 $1,350. $1,300.00 $1,300. 5600.00 $&00. $1.500.00 $1.500. $1,300.00 $1,300. " CASTING ASSEMBLY (R.I7:13 STORM SEWER) EAC" " $500.00 $9.500.00 5825.00 $11.875. $140.00 $14.0B0. $375.00 $7.125- ","00 $13.300. "".00 $11.457. $000.00 $9.500. ""'.00 $10.450 5510.00 $10.830. " CASTlNG ASSEMBLY (R-I733 SANITARY SEWER) EAC" " $000.00 $8.000.00 5825.00 $10,000. ""00 $15,120. $315.00 $6,000. S8OO.00 $12.800. ","00 $9.600. $500.00 $8.000. $550.00 sa,8OO. $570.00 $9.12<1. n ADJUST FRAME & RING CASTING EAC" , ""'.00 $1,400.00 5285.00 $1.140. $665.00 $2,680. $<00.00 $1,600. $218.00 ,",Z "".00 51,180. "".00 51.600. ""'.00 "'" $3\(1.00 $1.240. " INSTAll MANHOLE (SANITARY) EAC" , $2.500.00 $10,000.00 $2.415.84 $'9.663. $2,410.00 $9,640. $1.600.00 $6.400. $2.562.00 "0,248. $1,6$\. $;.124. $2.000.00 $8.000. $6.500.00 $26.000. $2.200.00 $8.800. " LINE DRAINAGE STRUCTURE (SANITARY MANHOLE) EAC" , $2.000.00 $04,000.00 $5.899.7:1 $ll,799A $1,$45, 1O,~'}(l. $1.105.00 $2.210. SS.450.OO $10,900. $1,938.00 $3,876. 52.000.00 $01.000. $1,5'''-00 $3,036. $1.41)(1.00 .aoo 00 RECONSTRUCT SANITARY I.lANHOLES EAC\\ , $1.500.00 $1.500.00 $3.000.72 $3,000. $965.00 "". ""'.00 ."'. $700.00 "''' "".00 "". 5750.00 $750.00 $2.&00.00 $2.800. $1.100.00 $1.100. " 'f CONCRETE, WALK SO" 13616 $6.10 $&3.057.60 .". $44.388.1 =<> 544.93.2. "." "".- 0300 $40.648. $3.15 $42,890. 03.00 $40.648. S3.61 $49.153.1 03.00 $40.648. " CONCRETE CURB & GUTTERCESIGN 8618 L1NFT .", $10.25 $47.959.75 $11.01 :$.';' ~';;.:'< $9.10 $42.578. SO." $45,152. $10.50 $49,129. $11.20 "'.- $10.00 $46.790. $9.15 $42,812 so.oo $42.111. " CONCRETE CURB & GUTTER CESrGN 8618/5POT REPAIR) L1NF'T '" "'.00 $16.Ul.00 $14.62 $10.336. "". $14.705. "''' $16.614. $24.75 $17.498- 521.70 $15.341. 520.00 $14.140. $ISAl $IO,894.B 030.00 $21.210. ~ &" ~CRETE DRIVEWAY PAVEMENT lI'lESlDENTlAl) "''''' '" "'.90 $17.730.00 "',. $19.400. $46.10 $18,163. "''' $17.'3~ $47.00 $'8.!i048. ....00 $17.336. "'.00 $13.790. $47.74 $18.809 $37.00 $14.578. " 8" CONCRETE DRIVEWAY PAVEMENT (COMMERCIAL) "''''' " $50.00 $4.100.00 S56.31 $4.617.4 552.15 $4.276.3 "'." $4.387. $5<." $4.428. ...." ... "'.00 Sl.liSO. "'., ..", $41.00 $3.:362. M PEDESmtAN CURB RAMP EAC" '" $500.00 $10.000.00 ""." 5691. .....00 $13,200. $350.00 $7.000. $350.00 $7.000. $373.00 $7.460. ""'.00 59.000. .$657.74 $13,154 035<>.00 $7,000. " TRAFFIC CONTROL LUMP SUM , $25.000.00 $25.000.00 $5,000.00 $5.000. $1.740.00 sa,740. SS.OOO.OO ".... $7,600.00 $7.600. $5.300.00 ss..300. $5.200.00 55.200. $8.800.00 $8,800. $4.900.00 $4.900. .. TRAFfIC siGN WITH POST {WI 1"1. 30">:301 EAC" , ""'.00 $250.00 $'83.08 $183. $185.00 $185. """.00 """. -.. ".. $192.00 $192. $200.00 ""'. $ln.oo .m $180.00 " " TRAFfIC SIGN WITH POST (Wl1"1. JO"x30" with W16-7P FLUORESCENTl EAC" , $2.500.00 55.000.00 $269.56 ""., $270.00 "". $275.00 "". $245.00 ..". ""-00 .... $600.00 :i.:,:.'.~'I.:::, $242.00 ..... "".00 ""'. '" TRAFFIC SIGN WITH POST (R8-3a. 24- x 24") EAC" , ""'.00 $2.250.00 $127.15 $1.144.3 $125.00 51,125. 5150.00 $1.350. 5155.00 $1.395. $133.00 51.197. $ISO.oo $1.350. $136.60 $CU9A $125.00 $1.125. " SILT FENCE. 'NPE PREASSEMBLfD UN" '" ".00 "".00 ..." ,,"- ....., "" "00 ..... $3.00 ""z ".5<> "". ".00 "". "... """ ".5<> "" " STORM DRAIN INLET PROTECTlON '-'C" " ".00 $125.00 $97.42 $2.435. S185.00 $4.625. ""'.00 ...... ....00 $2.125. !inoo $1.9:25. $200.00 ".00<> $1.8\ 575.00 $1.975. " DECICIJOUS SHRUB 2' HT aaB (BOXWOOD) SHRD " SJOO.OO $3.900.00 $23.39 .,.... 03'" "'. "'.00 ""'. ....'" .". $24.50 $319. $25.00 03". m" $302.51 "'.00 "". " DeCICl.IOUS SHRUB 5' HT il8B (ULAC) SHRB " $300.00 $6.600.00 $73.23 ~:.:;..: \.:.~.. 5120.00 $2.640. $100.00 $2.200. $80.00 $1.760. $76.80 $1.689. $75.00 5',6.50. .n... $1.602. $n.oo $1.584. " Ol:CIClJOUSTREEB'HTB&8(SUGARMAPL.E\ "''' , ""'.00 $1.000.00 $198.35 ""., ""'.00 ""'. $.'l75.00 $750. $217.00 "". ....00 $416. ""'.00 "". $197.33 "". $195.00 ""'. " OECICl.IOUS TAEE8'HT BioB (WHITE OAK) TREE , $500.00 $2,000.00 $239.04 "5" $490.00 $1.960. S:l75.00 $1 ,SOD. $261.00 $1,044. "".00 $1,000. :5300.00 51,200. ""... 5951. =.00 ""'. " TRAHSPLANTTREE (SPADE SIZE 60") TREE , $10.00 $10.00 $305.15 $005.' $1.490.00 $1,490. 5200.00 ."". ""'" OS"~ $615.00 $615. 3300.00 0300. $5<>5." $5<>5. ""."" "00. " SODDING TYPE LAWN "''''' "'" $11.00 SS9.180.00 ".33 $23.295. "00 S2fi.900. ".'" $14.526- $3.00 $16.140. "." $14.257 ".00 $21.520. "... $12.858.2 "." $12.912. " PAVT MSSG (~T ARROW) EPOXY EAC" , $200.00 ""'.00 $147.48 5147 5155.00 $155. $150.00 .".. $167.00 $IB7. $160.00 $160. $155.00 $!55. 5126.49 $126.4 51SO.00 $150. '00 PAVT MSSG (AT ARROW) EPOXY EAC" , ""'.00 "".00 $147.49 "". $155.00 $310. $150.00 "". $167.00 "'. $160.00 $330. $155.00 $310. '126.49 ""'. $150.00 5000. "" PAVT MSSG (LT"THRU ARROW) EPOXY EAC" , $JOO.OO ""'.00 .".." $457.7 "'''00 $510. $.'loo.oo $<00.' $333.00 .... ""'.00 ..... ""'.00 "". $ln.09 ""., $300.00 "00. "" PAVT MSSG (HANDICAPPED SYMilOl) EPOlCY EAC" , $300.00 "".00 $101.72 5101. S110.00 $110 $100.00 .'" $11t.00 $111. $107.00 $107. $110.00 $110. 5126.49 " $100.00 $100. H" PAVT MSSG (BIKER) POlY PREF EAC" , $1.000.00 52,000.00 $1.724.14 50.... $510.00 $1.0z0. "".00 $1.000.0 ""00 $1.110. $533.00 $1.066. 51.600.00 $3.200. S6ST.75 $1,315. "".l>ll $1.000. H" 4" saUD UNE WHITE-EPOXY lINF'T no ".00 $1.458.00 $3.41 ". $'.10 "'" $1.00 """ $1.25 $910. $1.10 ""'. "." 52.B20. $1.52 $1.106. $1.00 "". 'OS 4" BROi<EN UNE YEu..OW-EPOXV ~IN F'T H'5O ".00 $2.100.00 "'." "'" "'... ..... $0.55 ssn5 $0.70 $735. 10.59 $519. $0.70 "" SO.51 "'5. "'.5> "n H" 4" DOUBLE SOLID LINE YElLOW-EPOXY lINFT '" 50." $525.00 .", $183. $1.15 5m $1.tO $165.0 $1.2:5 $IB7. $1.20 $180. $1.30 $195. $0.51 .,. $1.10 $165. '" CROSSWAlK MARKlNG"POL Y PREFORM SOFT '" ".00 $1.728.00 $11.54 SJ.JZJ. $11..25 $3,240 $11.tO $:3.I96.B """ "."'" $1 US $3.412. $13.50 ".... $12.65 50.'" $12.00 $3.456. H. CROSSWALK MARKING-EPOXY SOFT '" ".00 $3.060.00 ".50 $2.802. $2.55 $1.~60 "... $1.5W. $3.00 $\.836- .w $1.634.04 $4.15 $2,907. "." $2.&45. "" $1.530. H" T CONCRETE VALLEY GUTTER SO'" '" SS~.OO $1G.12t1.00 $54.07 $9.948. "".00 $11.040. "'.00 "."" $50.00 """. "'00 $U32. ....00 ..."'- ...." $11.117 "".00 $9.200. TOTAL 11.323.027.75 .~'~n;'n-:t $1,1152,887.4 11,078.916.6 $1.119.968. $1.185.789 'S~.1&ll.H'_'}1 $1.217,355- $1.248,030, ~ E3C>L TC>i'J & 1'/1 E: f'...J K.. , Consulting Engineers & Surveyors 12224 Nicollet Avenue · Burnsville, MN 55337-1649 Phone (952) 890-0509. FAX (952) 890-8065 II'-JC:. May 13,2008 Mr. John Bradford, P.E., City Engineer City of Hopkins 1010 1 st Street South Hopkins, MN 55343 Re: 2008 Street & Utility Improvements City of Hopkins, Minnesota S.A.P.132-350-001 CityPtojectNo.07-10 BMI Project No. T16.22221 Dear Mr. Bradford: Bids on the above-referenced proj ect Were opened at 10:00 a.rn. on May 13,2008. There were eight (8) bidders for the project; a detailed bid abstract is enclosed. The low bidder on the project is Valley Paving, Inc. out of Shako pee. Their bid amount is $1,033,773.83. The engineer's . estiJ;nate for the project is $1,323,027.75. Valley Paving is a reputable contractor with previous similar experience in the metro area. Based ontheir experience and acceptable bid prices, we recommend the City of Hopkins award the project to Valley Paving, Inc. We also recommend including a reasonable cont~ngencyfor budgeting purposes. If you have any questions regarding this award recommendation, please do not hesitate to call. Sincerely, BOLTON & MENK, INC. ~r;ual1 ~ ~ Sarah E. Rippke, E.lT. Project Engineer cc: Marcus Thomas, P.E., Project Manager MANKATO, MN · FAIRMONl MN · SLEEPY EYE, MN · BURNSVILLE, MN · CHASKA, MN · WILLMAR, MN · RAMSEY, MN · AMES, IA www.bolton-menk.com An Equal OpportunIty Employer CITY OF HOPKINS HENNEPIN COUNTY, MINNESOTA RESOLUTION 2008-033 RESOLUTION ACCEPTING BID WHEREAS, pursuant to an advertisement for bids for the improvement of Minnetonka Mills Road between 5th Avenue South and Hwy 169, 2nd Street NE from Hwy 169 and Blake Road, and S1. Louis Street, bids were received, opened and tabulated according to law, and the follow- ing bids were received complying with the advertisement: Valley Paving Midwest Asphalt Northwest Asphalt Veit & Company Hardrives, Inc. Bituminous Roadways Park Construction C.S. McCrossan $1,033,733.83 $1,052,867.42 $1,078,916.67 $1,119,966.00 $1,185,789.99 $1,189,141.91 $1,217,335.75 $1,248,030.95 AND WHEREAS, it appears that Valley Paving, Inc. of Shakopee, MN is the lowest responsible bidder, NOW THEREFORE, BE IT RESOLVED by the City Council of Hopkins, Minnesota, that: 1. The mayor and city manager are hereby authorized and directed to enter a contract with Valley Paving, Inc. of Shakopee, MN in the name of the city of Hopkins for the improvements noted above according to the plans and specifications therefore approved by the city council and on file in the office of the city clerk. 2. The city clerk is hereby authorized and directed to return forthwith to all bidders the deposits made with their bids, except that the deposits of the successful bidder and the next lowest bid- der shall be retained until a contract has been signed. Adopted by the City Council this 20th day of May, 2008. Eugene J. Maxwell, Mayor Terry Obermaier, City Clerk \\Lisa\engineering\Resolutions\2008\R2008-033 Bid Acceptance 2008 Street Imp.doc CITY OF HOPKINS HENNEPIN COUNTY, MINNESOTA RESOLUTION 2008-034 RESOLUTION DECLARING COST TO BE ASSESSED, AND ORDERING PREPARATION OF PROPOSED ASSESSMENT WHEREAS, costs have been determined for the improvement of Minnetonka Mills Road be- tween 5th Avenue South and Hwy 169, 2nd Street NE from Hwy 169 and Blake Road, and St. Louis Street, and the bid price for such improvement is $1,033,733.83, and the expenses incurred or to be incurred in the making of such improvement amount to $387,650.17 so that the total cost of the improvement will be $1,421,384. NOW, THEREl?ORE, BE IT RESOLVED by the City Council of Hopkins, Minnesota, that: 1. The portion of the cost of such improvement to be paid by the city is hereby declared to be $949,200.42 and the portion ofthe cost to be assessed against benefited property own- ers is declared to be $472,183.58. 2. Assessments shall be payable in equal annual installments extending over a period of 10 years, the first of the installments to be payable on or after the first Monday in January, 2009, and shall bear interest at the rate of 7 percent per annum from the date ofthe adop- tion of the assessment resolution. 3. The city clerk, with the assistance of the city engineer, shall forthwith calculate the proper amount to be specially assessed for such improvement against every assessable lot, piece or parcel of land within the district affected, without regard to cash valuation, as provided by law, and he shall file a copy of such proposed assessment in his office for public in- spection. 4. The clerk shall upon the completion of such proposed assessment, notify the council thereof. Adopted by the City Council this 20th day of May, 2008. Eugene J. Maxwell, Mayor Terry Obermaier, City Clerk \\Lisa\engineering\Resolutions\2008\R2008-034 Prepare Assessments 2008 Street Imp.doc CITY OF HOPKINS HENNEPIN COUNTY, MINNESOTA RESOLUTION 2008-035 RESOLUTION FOR HEARING ON PROPOSED ASSESSMENT WHEREAS, by a resolution passed by the council on May 20, 2008 the city clerk was directed to prepare a proposed assessment of the cost of improving Minnetonka Mills Road between 5th Avenue South and Hwy 169, 2nd Street NE from Hwy 169 and Blake Road, and St. Louis Street, AND WHEREAS, the clerk has been directed to complete the proposed assessment and put it on file in her office for public inspection, NOW, THEREFORE, BE IT RESOLVED by the City Council Hopkins, Minnesota, that: 1. A hearing shall be held on the 1 ih day of June, 2008 in the city hall at 7:30 p.m. to pass upon such proposed assessment and at such time and place all persons owning property af- fected by such improvement will be given an opportunity to be heard with reference to such assessment. 2. The city clerk is hereby directed to cause a notice ofthe hearing on the proposed assessment to be published once in the official newspaper at least two weeks prior to the hearing, and she shall state in the notice the total cost of the improvement. She shall also cause mailed notice to be given to the owner of each parcel described in the assessment roll not less than two weeks prior to the hearings. 3. The owner of any property so assessed may, at any time prior to certification of the assess- ment to the county auditor, pay the whole of the assessment on such property, with interest accrued to the date of payment, to the assessment clerk, except that no interest shall be charged if the entire assessment is paid within 30 days from the adoption of the assessment. He may at any time thereafter, pay to the assessment clerk the entire amount of the assess- ment remaining unpaid, with interest accrued to December 31 of the year in which such payment is made. Such payment must be made before November 15 or interest will be charged through December 31 of the succeeding year. Adopted by the council this 20th day of May, 2008. Eugene J. Maxwell, Mayor Terry Obermaier, City Clerk \\Lisa\engineering\Resolutions\2008\R2008-035 Set Assessment Hearing 2008 Street Imp.doc