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HomeMy WebLinkAbout2015-036 Council Resolution41 CITY OF LINO LAKES RESOLUTION NO. 15-36 RESOLUTION ACCEPTING BIDS, AND AWARDING A CONSTRUCTION CONTRACT, 2015 RECONSTRUCTION PROJECT SHENANDOAH NEIGHBORHOOD WHEREAS, pursuant to an advertisement for bids for the construction of the 2015 Reconstruction Project Shenandoah Neighborhood, bids were received, opened and tabulated according to law, and the following bids were received complying with the advertisement: Contractor Amount of bid Arnt Construction Company, Inc. $2,227,975.18 Dresel Contracting, Inc. $2,310,740.46 T. A. Schifsky & Sons, Inc. $2,491,093.34 Valley Paving - Shakopee $2,582,986.24 Forest Lake Contracting, Inc. $3,084,373.20 Park Construction Company - Mpls $3,135,157.65 Engineer's Opinion of Cost $2,777,582.50 AND WHEREAS, it appears that Arnt Construction Company, Inc. is the lowest responsible bidder; NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Lino Lakes: 1. The Mayor and Clerk are hereby authorized and directed to enter into a contract with Arnt Construction Company, Inc., in the name of the City of Lino Lakes for the construction of the 2015 Reconstruction Project Shenandoah Neighborhood according to the plans and specifications 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 bidder the Bid Bonds made with their bids, except that the deposits of the successful bidder and the next two lowest bidders shall be retained until a contract has been signed. Adopted by the Council of the City of Lino Lakes this 13th day of April, 2015. The motion for the adoption of the foregoing resolution was introduced by Council Member Kustermarand was duly seconded by Council Memb- oese -. upon vote being taken thereon, the following voted in favor Kusterman, Roeser, Rafferty, Stoe The following voted against same: none ATTEST: e Bartell, C ty Cle • • • CITY COUNCIL AGENDA ITEM 6F STAFF ORIGINATOR: Diane Hankee, City Engineer MEETING DATE: April 13, 2015 TOPIC: Resolution No. 15-36, Accepting bids and Awarding a Construction Contract, 2015 Reconstruction Project Shenandoah Neighborhood VOTE REQUIRED: 3/5 INTRODUCTION Staff is requesting authorization to accept bids and award bids for the 2015 Reconstruction Project Shenandoah Neighborhood contract. BACKGROUND Bids were received for the above -referenced project on Thursday, April 2, 2015, and were opened and read aloud. A total of six bids were received. The bids were checked for mathematical accuracy and tabulated. Contractor Amount of bid Arnt Construction Company, Inc. $2,227,975.18 Dresel Contracting, Inc. $2,310,740.46 T. A. Schifsky & Sons, Inc. $2,491,093.34 Valley Paving - Shakopee $2,582,986.24 Forest Lake Contracting, Inc. $3,084,373.20 Park Construction Company - Mpls $3,135,157.65 Engineer's Opinion of Cost $2,777,582.50 The low bid as submitted by Arnt Construction Company, Inc., Hugo, Minnesota, in the amount of $2,227,975.18. The estimated total project cost including construction contingency, engineering, legal and bonding is $2,983,000.00. A portion of the project includes sanitary sewer lining and a short watermian extension. This portion of the project, estimated at $290,000, will be funded through a combination of sanitary sewer operating fund, Met Council sewer grant, and trunk water fund. The substantial completion date for this project is August 31, 2015 and the final completion date including restoration is September 30, 2015. RECOMMENDATION • Staff recommends adoption of Resolution No. 15-36, Accepting bids and Awarding a Construction Contract, 2015 Reconstruction Project Shenandoah Neighborhood, in the amount of $2,227,975.18 to Amt Construction Company, Inc. ATTACHMENTS 1. Resolution No. 15-36 2. Bid Tabulation • Denotes Corrected Figure 1 Contract No.: W 0 0 O 0 Z u 0) a0 T. A. Schifsky & Sons, Inc. Unit Price Notal Price 1SCHEDULE A - STREET & STORM SEWER 0 0 0 0 0 O M 69 0 0 0 O (O (+i IA $1,800.001 0 0 0 O 69 0 0 o co V tH $1,320.001 0 0 0 O (O ,- 69 0 0 o N N v 69 $181,875.001 0 0 0) 0 c'i 69 0 0 o N N CO 0 0 0 (O r 63 0 0 0 a0 r<0 ,. 69 0 0 0 0 a0 61 0 0 0 0 0 (h 69 0 0 o N (O O .- 69 $1,200.001 0 0 0) t0 N 0) N 69 0 0 8 N N r CO 69 0 0 0 0 0 V V 69 0 0 0 0 CO Q M 69 0 0 0 0 V N 19 0 0 0 0 0 a 49 1 $102,000.001 $130,000.001 0 0 O O N (9 0 00 O O 69 69 0 69 $2.451 $8.00 0 N N 69 0 O Ni 69 0 0 N E9 $442.00 0 0 N N 69 0 0 Ni 69 0 0 N 64 0 0 O 0 .- 69 0 0 O 0 0 M 69 0 0 Q) N 69 0 0 O N 69 00.LL$ J 0 0 Ni 69 $4.00 0 0 (O 6 f9 0 0 O 0 .- H 0 0 O 69 69 0 0 N 69 Dresel Contracting, Inc. Tot Unit Price al Price (O (V (O 0 0_ 0 N N.-- (O O - 69 O V M 69 O R M_ 69 O a0 CO V 69 Ok9 s- N N tN Lf)O 0 r 00 (O 1 tN r O) M N (O (OO .- 00 (O O a0 N N N N CO o 0.- M (0 (!) 00zia 1 1990 O 9) 00 a0 N (O V V (() *133,445 OM O CO M to N N N O O 0 (O 9 a0 0 (s- 4, 812.0 o 0 M .- "' O 0 O M .- v9 CO CO V (ri (O 69 $4.88 $2.61 N 69 M 0 u9 $97.371 0 CO (O N 69 $5.291 M 6 6 9 $439.50 0 0 O 0 N r co $82.671 0 M O) 63 a 0 a0 69 N V (O 6 69 (O r 69 0) r O 69 $150.00 00 O r•-: M (9 M N O 69 Arnt Construction Company Unit Price (Total Price 0 0 . O 0 0 r( V (9 0 0 0 0 N 69 0 0 0 0 a0 4 (A 0 0 0 0 N Le 0 0 N 0) O M 69 $2,310.00 $2,560.00 0 0 0 CO co -co 69 0 O N N -N 69 69 0 N 0) 0) 69 0 0 0 N .- 69 0 O 0) 0) co 69 0 CV N 00 6 (9 0 0 W N 6i 0 0 0 (D (6 69 0 0 0 0 r N 69 0 0 0 /O (A 0 N N ap r CO 69 $141,734.88 $18,480.00 $12,862.00 0 0 0 0 O M 69 0 0 0 0 0 M 69 0 O O (O N (V M N (A 0 0 O O 0 N.: v 69 0 0 O N N 69 0 0 O O .- 69 0'3 0 (0 69 CO .- 69 0 0 0 0 '7 4 69 69 69 0 0 V(6 69 0 N (A $425.00 0 O O N 69 0 N V di 0 (O 69 69 $35.00 0 0 O 0 (O 69 0 0 O (O .- 69 0 0 O (9 0 a0 O Vi a C r 69 ro W. 69 69 0 0) ( O (A 0 0 N N .- 69 0 0 . O M 69 $11.401 Engineers Estimate Unit Price Total Price $122,940.00 0 0 0 O 0 O IA di 0 0 0 O N V 69 0 0 0 O 0 V9 0 0 O N r CO 0 0 0 0 6uo N (N1 00 .- N 69 $11,050.00 0 (n (V M r N 69N 0 0 0 0 (O M 69 0 0 0 0 (O 69 0 0 0 CO N N 69 0 0 0 r .- r 69 $1,200.00 0 0 0 0 (O N 69 0 0 0 0 0 0 69 0 0 0 0 CO fisi. 0 0 0 V 0) M r $162,540.00 0 0 0 0 N N N $21,800.00 0 0 0 0 (O M 69 0 0 0 0 N 01 - VI 1$285,600.001 $122,940.00 0 0 O O (O 69 0 0 O N N 69 0 0 O _ 69 0 0 69 69 $5.00 $8.00 0 N (O 69 0 N 69 69 0 0 0 0 N 69 0 0 0 N 69 0 0 (O 69 0 0 M 69 0 0 0 N 69 0 0 0 0 N N (9 0 0 0 N 69 0 0 O 64 0 0 O _ Vi 0 0 O N Hi 0 N N 69 0 0 O _ di $150.00 $35.00 0 0 V H Z. C CO 0 CO CO 1- 0 0 ,- 0 0 CO CO N 0 (0 O .- (O 0 0 N— N N- M (O M r 0 .- 0 0) 00 0 0) M N 0) — 0 0) .- 0 (0 V 0) M N r N a0 0 0 0 ,— 0 0) N V N0 0 .- 0 0 Mr 0 N m 7 LS TREE TREE J J J lS 11 U) 0) EACH EACH J J EACH LUMP SUM 2 W 0) CU YD CY 0) 0 Q' M 1M GALLONS TON Project: 02029-85 - LINO - 2015 Street Reconstruction Project Item MOBILIZATION CLEARING GRUBBING ROOT CUTTING REMOVE CONCRETE CURB AND GUTTER REMOVE SEWER PIPE (STORM) REMOVE CONCRETE DRIVEWAY PAVEMENT REMOVE BITUMINOUS DRIVEWAY PAVEMENT 1 REMOVE BITUMINOUS PAVEMENT REMOVE DRAINAGE STRUCTURE REMOVE MAIL BOX SUPPORT SAWING CONCRETE PAVEMENT (FULL DEPTH) (SAWING BITUMINOUS PAVEMENT (FULL DEPTH) SALVAGE CASTING SALVAGE AND REINSTALL LANDSCAPING SALVAGE AND REINSTALL MAILBOX SALVAGE & REINSTALL BRICK PAVER [COMMON EXCAVATION (EV) (P) SELECT GRANULAR BORROW (CV) GEOTEXTILE FABRIC TYPE V 1 POND EXCAVATION STREET SWEEPER (WITH PICKUP BROOM) (WATER (DUST CONTROL) AGGREGATE BASE CLASS 5 0 N N O N 0 N 0 N (D 0 N 0 N M 0 (O 0 N 0 N 0 N 0 0 0 N N `Cr TI"0 0 O N N 0 0 N •41- 0 N (O 0 N 0 N 0) 0 N 0 N 0) 0.-.- N NI' 0_ N .- N 'Cr 0_ N M N 0 N M N N •cr 0 N 0 CO 0_ N N 0 N 0 N CO .- CO 0 N 0 N N 0 N N N N N 0 N •ctr 0 O 07 0 0 N 0 (O N 0_ N O .- (ON M N N 0 0 M N 0 N N N 0 z E_ a) v- N M V N (0 r o0 0) O.-^^ Cr U1 (O 00 0 O N N N N M N 7 N T. A. Schifsky & Sons, Inc. Total Price O O O O r 69 $267,840.00 O 0 O V W N.: CD N 69 0 0 0 O O co- V 69 0 CO CO r u) O _ 69 $988.001 0 0 0 O M O (D 69 0 0 In P n co 69 0 a0 V V m 69 V 00 0) CA w $58,240.001 0 00069000(069(00-00000000 Ni O aD O 69 0 0 O r N 69 0 0 O O N.- 69 0 0 O O 69 0 u) CD CD CO 69 0 0 O N N 69 0 W 01 u) co 69 0 O CO CO u) CO 69 0 O N u) CD N (9 0 Ni N CO CO 49 0 0 O O CD 69 0 Ni 0 O 01 69 0 O 0 u) M CO 0 M6 CV N M IA 0 CD CO 0 (O N CD 0 N 69 0 N N •- (- CO 69 0 0 O u) N 69 0 0 CO (O 0 0 O O C0 CD (9 0 u) N O N 69 0 0 O.- V u) f9 0 0 W 69 0 0 u) r L- 69 Unit Price O 0 . 69 69 O 0 V CD 69 $64.001 0 0 V N 69 0 N u) N- .- 69 0 O (0 0) 69 $5.00 $225.00 $1,944.80 N CO O 69 N O N 69 CD O 69 $13.521 0 0 O 0 V 69 O 0 O 0 O 69 (0 (D M O 69 Ni $3,754.40 l 83,598.401 O 0 (0 CO r .-6 69 0 0 (0 (0 r- 69 0 V V CO CO 69 0 0 O u) u)CO 69 0 V N(0 0)69 E9 0 N.- 0) 0) CO N 0 69 0 0 CO r (D 01 H V 0 M u) 69 0 0 O 0 0 N 69 0 0 01 CD 69 0 0 O 0 0 (O 69 0 0 u) 69(0(0 69 0 0 u) CO(O 69 0 0 N tD 69 0 0 O 0 (A Dresel Contracting, Inc. Total Price Li _ 85, 795.801 88,681.30 ,38,480.001 O O (O CO 0) CO EA O O O u) CO V t9 $21, 587.40 M O O 0 0 O O 0 O N 0 O O N _ 12.405.25 3' 0 O CO V V -`C 0 O N O 0 O N i O 0 (O O 0 O 0 CO O O 0 O r V O 0 O 0 (O• V 1P2,950.001 O O O O f0 O O " a0 0) CO 113 O O O 0 M O Jf) O N u) 0 (D O (O O N M ll) V O O N (0 O ,(f9 r V CO co_ N M O O O CO (D 69 V) N (O r- V ,,,,r_ -d3 N N M r V d9 $5,356_00] $6,180.001 0 u1 CO 01 u7 69 Unit Price (0 00 Ni U9 00 CD O(0 69 CO 0) co(O 69 V N 0) 69 $774.00) $465.00 0) r --N .- 69 N O M 69 O O O 0 0) 69 $18.75 i $37.76 n .- co M 69 O V Ni N (9 O 0 V N N 69 O 0 O N 0) M CA $426.401 0 0 O N CD 69 $4,170.00] $1,230.00 0 0 O co u) til - 60 0 0 O O CO 69 r (0 O 0 u) fR $557.2A 0 0 O N V 69 $86.841 M CO 69 69 V 0 O _ 69 M 0 V V C9 $2,394.75 CO CO M CO 69 $3,476.25 u) ('- (6 N _ H 0 u) O CO CD tel 0 0 u ) N 69 $319.301 Arnt Construction Company Total Price 0 0 . O O N.. V 69 0 0 . O 0) 0) N 0) N ER $288,765.00 0 0 . 0 0 0 CO co 69 0 0 . 0 V V O 69 0 0 . 0 0) Cr) O 0 0 . 0 Cb (O 69 69 0 0 (n 0) 0) N 69 0 0 u) N CO 4 69 0 0 0 W' 0 0 0 0 0 CO 69 69 0 0 0 u) r O) 69 0 0 0 0 CO N 69 0 0 0 0 u) Ti 69 0 0 0 0 N 69 0 0 0 0 u) M 69 0 0 CD CO V r (9 $3,564.00 0 0 0 O 0 N 6 C9 0 0 O N N CD N 69 0 0 0) 0) N O 69 0 0 0 0 O M 69 0 0 O CO 01 co- (9 0 0 Ni V M 69 0 0 O O co- 69 0 0 (O 0 r 9/ 0 CO _ CO 0 M O N d9 0 0 0 0 CO V M 69- 969 0 0 0 0 u) V (9 0 0 0 0 CD 0 0 0 0 V V 69 0 0 u) CO CO M 69 0 0 . 0 0 V V 69 0 0 O () u) V 69 0 o O 0) m (R Unit Price 0 CO N to 0 0 O 6 69 0 0 (0 (9 69 0 0 O (9 69 0 0 O O - 69 0 0 0) CO f/9 0 0 69 69 0 0 u) 69 69 L $1,925.0) 0 0 O1 E9 0 0 O) N f/9 0 0 O CO 69 0 0 M 69 6 0 0 0 0 0) 69 0 0 0 0 N • 69 0 0 0 0 CO 69 $3,718.00 $3,564.00 0 0 O u) r 69 $1,750.001 0 0 O m V 69 00.00Z$ 0 0 O CA 6 Y9 0 0 co u) 6) (9 0 0 0 N 0 V O 69 N u) O CO 0 0 W V 69 0 0 0 0 u) V 69 0 0 0 CO 69 0 0 0 0 V V 69 $125.0) $550.00 0 0 O CO 69 0 0 O O) M 69 Engineers Estimate Total Price 0 0 . o 0) O) u) CA 0 0 (D co (� 0) N 69 $297,135.0) 0 0 o 0 O 0 u) 69 0 0 0 O N r f9 0 0 o to r 69 0 0 0 N V Ti 00 69 0 0 u) r h (o (9 0 0 0 0 0 N 69 0 0 0 f9 0 0 0 0 O O N 69 1 811,375.001 0 0 0 0 O_ (9 0 0 0 0 u) r .- 69 0 0 0 0 O u) 69 0 0 0 0 u) (•) 69 0 0 0 0 O 0 (6 0 0 0 0 O (!) 69 0 0 0 0 O V N 69 0 0 0 0 N N N 69 0 0 0 0 t0 (V 69 0 0 0 0 N r (9 0 0 0 u) �_ N 69 0 0 0 0 O r f9 0 0 0 0 CO M EA 0 0 0 0 V Ni: 69 0 0 0 CD W u) u) N 69 0 0 0 0 O N V 69 0 0 0 0 O N 69 0 0 0 0 O 69 $15,000.00 0 0 00 O(0 V 69 0 0 0 CO N (9 0 0 0 0 N V 69 0 0 0 u) r 69 Unit Price 0 u) M 69 0 0 (9 (R 0 0 69 69 0 0 . u) N 69 0 0 0 0 00 IA i 875.001 0 0 r 69 $225.00 0 0 O 0 0 N 69 0 0 O (A $35.00 $35.00 $5.00 0 0 0 0 u) M 69 0 0 0 0 0 u) 69 0 0 0 0 CO 69 0 0 0 0 0 .. 69 0 0 0 0 0 u) 69 0 0 0 0 N r 69 0 0 0 0 u) r 69 0 0 0 0 CO 69 0 0 0 0 V C9 0 0 0 N V 69 0 0 0 0 u) 69 0 0 0 .- 69 0 0 0 N C9 $12.00 0 0 O (O 69 0 0 O 0 0 N 69 $100.00 0 0 O 0 0 N d9 $55.00 $325.00 0 0 O u) CO CR 0 0 O u) CO M .4+ C 03 03 0 O O u) 00 V u) (0 V O 0 0 N O) O .- O CO 0 CV O) CO N .- 0 0 0 N u) N CO 0 0 N u) .- u) V N.- 0 N.- u) N.- CO N V.- V 0 M 0 N .- 0 CO CO N 0.- 0 N- 0.- .- 1- N CO N u) Units GAL TON Z 0 1— 1SQ YD EACH J [L F 1 LF EACH EACH LF iLF [LF LF EACH J LF EACH EACH J EACH [EACH _ 1 EACH (EACH EACH EACH CY SQ FT LIN FT SY LUMP SUM EACH LS EACH w K TREE TREE Project: 02029-85 - LINO - 2015 Street Reconstruction Project E CU BITUMINOUS MATERIAL FOR TACK COAT TYPE SP 12.5 WEARING COURSE MIX (2,C) [TYPE SP 12.5 NON WEAR COURSE MIX (2,C) TYPE SP 12.5 WEARING COURSE MIXTURE (2,C) 2.5" THICK 12" RC PIPE APRON 15" CM PIPE DRAIN 4" PERF PE PIPE DRAIN 4" PVC PIPE DRAIN CLEANOUT YARD DRAIN SPECIAL 4" PVC PIPE SEWER 12" RC PIPE SEWER DES 3006 CL V 15" RC PIPE SEWER DES 3006 CL V CLEAN PIPE SEWER IRRIGATION SYSTEM REPAIR 1 UTILITY COORDINATION J [CONST DRAINAGE STRUCTURE DES 48-4020 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 2 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 3 CONSTRUCT DRAINAGE STRUCTURE DESIGN G CONST DRAINAGE STRUCTURE DESIGN SPECIAL [CASTING ASSEMBLY (STORM) INSTALL SALVAGED CASTING ADJUST FRAME & RING CASTING CONNECT INTO EXISTING STORM SEWER RANDOM RIPRAP CLASS III 8' WIDE BITUMINOUS PATHWAY CONCRETE CURB & GUTTER DESIGN D418 (MODIFIED) 7" CONCRETE DRIVEWAY PAVEMENT MAIL BOX (TEMPORARY) INSTALL MAIL BOX SUPPORT TRAFFIC CONTROL SALVAGE & REINSTALL SIGN CONIFEROUS TREE 10' HT B&B DECIDUOUS TREE 2" CAL BR TRANSPLANT TREE N O U.) N-: u) M N 0 CO O co M N N 0 0 O CO M N M O.- u) O co(D M N LO (D O (D N N u) N O u) N VV u) N O u) N N 0 O N O u) N N 0.- O N O u) N u) CO O in N u) CO O u) N VN u) CO O (!) N M 0 CO CO o u) N N 0 CO V 0 u) N 0 CD 0 N N 0 N (0 0 u) N 0 0 CO 0 u) N 0 0 CO 0 (O N N 0 u) CD 0 (O N N 0.- (O CD 0 N N CO N CD 0 0 N N N CO 0 0 N N N CO 0 u) N N 0 CO CD 0 u) N 0.- u) 0 N u) N u) N 0 N M u) N 0 (D M u) N 0 CD O V N N N 0 CD O V 0 N 0 O M co u) N M 0 CD V CD N N 0 u) r u) N N 0 u) r CO N V u) f` u) N O z E N u) N co N h N (0 01 0) N O CO .- CO N CO CO CO V CO u) CO CD CO (- CO (O CO CO CO 0 V .- V N V M V V V 0 V CO V r V (0 V 0) V 0 N .- u) N u) M 60 V 0 u) 0 (D u) r 0 CO 0 0) 0 IT. A. Schifsky & Sons, Inc. 1 'Total Price 1 o O . O co N` N. 69 I $4,950.00' 0 0 0 O co - vet 49 0 0 0 (f) (0 69 0 0 0 0 N) (9 0 0 0 0 Y) W (9 0 0 0 0 O 69 0 0 0 0 47 f` (n 49 0 0 0O O N O 69 $2,269,557.941 'SCHEDULE B - SANITARY SEWER 0 00(0 o O N 49 0 a0 O N` O 69 0 0) h N 49 0 V N 0) M CO 49 0 00 ) 0 O) 49 0 O O 0 r W 0) 69 $35,776.001 0 0 0 CO r V 69 0 CO r 04 N CO 0 N 49 'SCHEDULE C - WATERMAIN ALTERNATE BID ITEMS ' 0 0 O 0 O N 69 0 0 O N M 69 0 V O M Nn 69 $2,392.001 0 (D M ( CO 69 0 0 co 0) R N 49 $5,813.601 0 0 N 0) O ,- bi 0 (O r CO CO 49 $2,269,557.94 $203,217.80 0 (0 r CO CO Ki $2,491,093.34 -10.31 % 'Unit Price 0 0 O (0 N 0 0 M 49 0 0 O 0 - 69 0 0 o (9 0 0 O 0 (n 0 0 0 0 (0 CO69 49 0 0 (n 49 0 0 (0 49 0 0 N 69 0 0 O 0 0 N (9M 0 0 (0 (0 e. 0 (0 0) co CO $25.481 (0 n (V co 49 $36.00 $832.001 0 N t` o0 t` N t9 0 0 O O 0 N (9 0 0 O N .- co- 69 $176.80 0 0 N.- 0) CO N 69 0 N 0) N 49 $24.96 N N- C V (9 $10.40 1Dresel Contracting, Inc. 'Total Price I I IIIMPIAMIP V (O .h. CO M N C O (O N V tf 1 f58,995.4 111! O M co H 89,843. V O O O N VCV- i terr (n W N (Ci (D 69 O '-C O 49 N 01 4O COM 63 $14,093.2 $194,299.45 00•00S'L$ O O 01 i O V CO H 19 O N N K� yA i O [O NO O O co r 0) 4') O N 49 $194,299.451 uo r 0) N N Uf a0 co (Unit Price (n (0 01 (0 49 V 0) .- 69 $87.55 N _ C 69 V r O CO N- 49 O 0 O (D 0 (Vco 69 N r 49 $5.13 N _ V 69 (n M 6 N r 69 (n N• V 0 CO 69 O (0 O 0 0 e- 69 0 (O N 69 $33.151 N (O CO 49 $327.751 $2,733.60 0 0 O 0 CO r 49 0 0 O 0 CO CA 0 0 O V CO fV 49 0 0 O V 00 69 0 (O (O CO (9 N- N- O (n 69 h _ N 69 Amt Construction Company (Total Price 0 0 0 O N N :9 0 0 0 co (O Ci 49 0 0 0 r .- ai (9 0 (f) N: 0) CO 49 0 0 0 0 (0 M (9 0 0 0 0 N- M 49 0 0 0 0 N_ 49 0 0 0 (0 M (O (0 (9 0 0 0 0 (O co 49 a0 - 0 (O (0 N. 0 0 N 69 0 0 0 0 0 M 49 0 0 0 (n V (O 69 0 0 0 0 (0 M 49 0 0 0 (O N (f) (D 69 0 0 (ri (O 0 O 49 0 0 0 0 r ca M 49 0 0 0 0 V V CO 69 $42,150.001 0 0 (fi N (O 0) 0 N 69 0 0 0 0 O_ 69 0 0 0 0 0 (•') 69 0 0 0 N 0 0 0 0 CO N 49 0 0 0 V CO 0 0 0 0 Sr N 69 0 0 0 0) (f) la)"_ 69 0 0 0 N 0 69 0 0 0 (7) (D (D ,- 69 CO O (O (O f` 0 0 N 49 0 0 N N (D M 0 N 49 0 0 O 0) (D (O ,- 49 CO LO r 0) r N N 69 0 01 r • 0) 'Unit Price 0 0 O O N 0 N N 49 0 0 0) 0) 0 N 69 69 0 0 0 0 N 49 0 0 0 0 r 49 0 0 0 61 0 0) R (A 0 'Cr N 69 0 0 0 0 O CO 0 0 0 N 0 0 0 0 CO 49 0 0 (O (NI 69 $33.00 0 0 0) M 49 0 0 0 0 CO 0 0 O CO CO 69 0 0 0 0 0 (9 0 0 0 0 0 69 0 0 0 n 0 0 0 0 CO 69 0 0 0 CO N $24.001 0 0 M6 •69 69 0 0 69 Engineers Estimate Total Price 0 0 . N0 N` N CO- (9 0 0 0 0 CO CO- 69 0 0 O N V CO 69 0 0 O N O 0 0 0 0 (n N- 49 0 0 0 0 O V (9 0 0 0 0 O_ (9 0 0 0 0 O N 0) 69 0 0 (D N V 69 $2,486,632.50 0 0 0 0 W N E949 $15,050.00 0 0 0 0 O N 49 0 0 0 0 R O 0 49 $18,300.00 0 0 0 0 N V (0 0 0 0 0 a0 l0 N 69 0 0 0 0 O O CO 69 0 0 O CO CO a0 (0 N 49 0 0 O 0 O_ 69 0 0 0 0 O M 0 0 0 0 O (9 0 0 0 0 O V 69 0 0 0 0 N 69 0 0 0 0 O N 49 0 0 0 0 (D co 49 $1,050.00 0 0 0 0 N N (9 $2,486,632.50 $268,850.00 0 0 0 0 N N 49 $2,777,582.50 [Unit Price ] 0 0 N N CO 69 0 0 N 49 L $150.00' 0 0 V 69 0 0 O 0 (f1 Ifl 0 0 6a0 0 0 V CO $5.00 0 0 69 0 N0 .- 69 $12,800.00 0 0 O CO 49 0 0 O 0 0 69 0 0 O V M 0 0 O CO 69 0 0 O CO 69 0 0 O 0 (D di 0 0 O 0 0 N 69 0 0 0 (n 0 _ 69 0 0 0 O O 671 0 0 0 0 N Vi 0 0 0 0 0 V 69 0 0 0 0 (0 Vi 0 0 0 (0 69 00.0s$ 0 0 O_ (9 -�- A,- •- C (0 0 r- 0 (0 co CO V) u ) .- M,- 0 0 N 0 0 (0 ,- 0 (0 N- N Total SCHEDULE A - STREET & STORM SEWER: ,- CO N 0 _ N N ( 0 0 CO ( 0 0- 0 CO(0 e. Total SCHEDULE B - SANITARY SEWER: a- a- M a- M 0 0 0 CO (0 0 Total SCHEDULE C - WATERMAIN ALTERNATE BID ITEMS: Total SCHEDULE A - STREET & STORM SEWER: Total SCHEDULE B - SANITARY SEWER: Total SCHEDULE C - WATERMAIN ALTERNATE BID ITEMS: Totals for Project 02029-85 % of Estimate for Project 02029-85 = Q LU q? Q W J Q W < -J CO CO J Q W Q W J J J W W J W W W W J J m Project: 02029-85 - LINO - 2015 Street Reconstruction Project E N - TREE TRIMMING SILT FENCE, TYPE HEAVY DUTY STORM DRAIN INLET PROTECTION SEDIMENT CONTROL LOG TYPE WOOD FIBER TEMPORARY ROCK CONSTRUCTION ENTRANCE SEEDING (INCL TOPSOIL & FERTILIZER) SEED MIXTURE 25-131 SODDING, TYPE LAWN (INCL. TOPSOIL & FERT.) EROSION CONTROL BLANKETS CATEGORY 4 MOBILIZATION ,CHIMNEY SEALS 'REPAIR MANHOLE INVERT 8" CURED -IN-PLACE PIPE SYSTEM 10" CURED -IN-PLACE SYSTEM 12" CURED -IN-PLACE PIPE SYSTEM CASTING ASSEMBLY (SANITARY) DRAINAGE STRUCTURE LINER MOBILIZATION RELOCATE HYDRANT 1" CORPORATION STOP 8" GATE VALVE & BOX 1" CURB STOP&BOX 1" TYPE K COPPER PIPE 8 WATERMAIN DUCTILE IRON CL 52 DUCTILE IRON FITTINGS N 0 (D N r (O N N 0 (0 M r- C0 N 0 M (O M r (0 N CO CO (0 M r (O N N 0 CO M r (0 N .- 0 N N N N N 0 (O N r (O N U) 0 N N r LO N M N N (0 N- LO N ,- 000000,-0 L0 0 0 N N CO M O (O N N CO M O (O N CO CO M O (0 N CO CO M O N N CO (O M O (O N (O N 0 O (0 N N (O O 0 CO N O (0 0 0 N N 0 (O 0 O (O N N 0 (0 O 0 (O N N 0 (O 0 O (0 N N O CO 0 O LO N CO 0 (O O 0 (0 N CO 0 CD O 0 (O N 00 0 (D 0 0 (O N O Z E a) - ON (0 (0 (D CO (0 V (0 (O CO CD (0 r (D a0 (D 0) (0 0 N- r N N- CO N- VU) N- r (0 0- N- r 00 n 0) h O co W NCO _co a0 Cr 00 Park Construction Company - Mpls Unit Price ITotal Price ]SCHEDULE A - STREET & STORM SEWER $145,000.00 $3,510.00 0 OO . O N In N 69 0 O O O u) E9 $48,720.001 0 u) O N CO N CO 0 O O u) (O (D 69 0 O LO u) N 69 u) 1` W N CO M co 69 0 O 0 O O M 49 0 O O u) r 69 0 O O (D O) 6 t9 $597,500.001 $264.00 0 O O u) (0 r 49 0 O 0 O CO 69 $2,142.001 $297,437.40 0 V (0 (0 u) M (0 N EA 0 O 0 0 O N N (9 0 O 0 0 r 0) V 69 0 O O N CO EA O O O O 0 N E9 0 O O 0 O N ((1 69 0 O O r N u) 69 0 u) M 00 W O 00 N (A $291,694.501 O O 0 0 O a0 V EA O O O (D N O f- EA O O O 0) O) $93,465.001 $3,825.90 O O 0) 0) a0 to O N . 0) 0) 69 $145,000.001 0 0 u) O 69 0 0 O V 69 0 0 O (A (9 0 O) N EA 0 - V EA 0 V O (0 EA (n t` E9 co 0) O 69 O 0 D) N V 69 O 0 u) r 69 O u) V EA O 0 O u) N 69 O 0 M CO 69 $7,650.00 $45.00 $35.70 0 r .-co EA 0 N 69 0 0 N 6, 0 a0 N N 69 0 0 O CO 6) 69 0 CO O N (A u) u) N (9 O (- M(0(0 69 O .- (D EA O I- CO 69 I $24.00 O 0 O V r- EA O 0 (D 0) 69 $7.75 O 0) 0) 69 O 0 O 0) 40 69 O (0 (A Forest Lake Contracting, Inc. Unit Price ITotal Price 100•000'OZzs 00000000000000000 0 o O O M 69 0 o O r N 69 0 O O In 'ftO 0 O O V u) 69 0 O O CO M 49 0 O ao V R 69 0 O o N O .- 69 (D N CO M r- N ,- 69 0 O o N V (A 0 O o V 69 0 O 0) 0) M M 4) V 0 t` co 69 0 O 0 CO T- (A 0 O 0 O u) ,- 69 0 00 . O O 0 0 CO a0 T- 69 69 V 0 M (0 r N 69 $146,286.001 C. 0 O (n r u) CO 69 0 0 O co f` u) V 69 0 0 O m M M 69- 0 0 O o N M 69 0 0 . O O V co- N CO 69 0 0 a . ) 0 ) V to 1$268,384.05 $278,679.15'' 0 0 O o G O 01 fA 0 0 O 0 O 0) 69 0 0 O O 0 V 49 0 0 O v N 00 0 •- EA 0 0 (D (D0 N ,- LO 0 0 0 0 V 49 0 0 0 0 m 0 0 O O 0 O 0 N N 69 0 0 O o N (A $150.001 $5.00 ] $3.00 0 0 O N EA 0 0 r 69 0 0 (D 69 0 u) M EA 0 0 O 0 (0 E9 0 0 O 69 EA 0 u) V EA u) u) EA 100'OOZ$ J 0 O O 0 0 tri fA $45.00 $30.00 0 O O 69 0 O a0 EA u) N M 69 0 O N 69 0 O O V fA 0 O N co 69 0 O O 69 V O) N (A 1 $64.13 0) N cD c0 69 $45.00 0 O O O 0 ,_ (A 0 O O O V 69 0 O O) (9 0 O (D N CO fA 1 $1,400.00 0 O N 1--- 69 Valley Paving - Shakopee Unit Price ITotal Price O 0 O 0 0 O 00 (A O 0 O IV N M 69 0 0 O V CO N EA 0 0 0 0 O 69 0 0 0 0 V O (4) 69 $2,402.40 0 0 O V N O (A 0 0 0 0 N O ,- E9 $138,225.001 0 0 0) O O co-� fA 0 0 O N lD 0 0 . N(0 T M V (9 0 u) O IN r EA $1,000.00 0 0 0 0 0 V E9 O O 0 0 O O O 0) M 0) 0) E- fA EA $339,183.00 0 N I- CA M O,- N (9 0 0 0 V Vu) (A 0 0 0 4) N V 69 0 0 0 0 0 CO E9 0 0 0 0 0 N to 0 0 0 c0 a0 CO- O) N 69 0 0 0 M O V EA $291,903.75 $291,903.75 0 0 0 0 (0 V V 69 r $10,575.00 0 0 40 0) 60)9 to 0 0 r u) r r 69 1 $15,600.00 0 0 0 0 0 N Eft $99.84 0 0 O O 0 O CO 69 0 0 N a0 .- 69 $130.001 0 0 O 49 $3.001 CO u) V 69 u) f` O) 69 0 0 (O 69 0 00 M Vi $442.00 $52.00 0 0) V 69 u) N M 69 $125.00 0 0 O 0 0 V61 69 $52.00 $32.50 0 40 0) 6 69 0(0 u) N EA 0 69 (A 0 u) m E- (9 0 0 u) N ,- 0 0 O N 69 co (0 V .- 69 O 0) N EA $69.751 u) r m O 69 O M N N 69 O 0 u) r (- CA O 00 a0 0) 69 u) 0) u) EA O 0 O 0 V 91 O 0 O 0 0 N 69 N CO au EA Engineers Estimate Unit Price Total Price 0 0 O V O N N 69 0 0 O 0 O O) (9 0 0 O O N V E9 $1,000.00 0 0 0 0 N r-:_ (0 69 $825.00 0 0 O LC) E9 0 0 O O .- EA 0 (D N .- co01 r N f- 69 0 0 0 0 u) co (A 0 0 0 0 u) 0 0 O 0N-0000 N u) E9 0 0 O IN EA 0 0 0 N _ 69 0 0 0 N _ N 69 0 0 0 0 0 0 O N _ ,,, 0) - EA $173,940.00 $162,540.00 0 0 0 O u) r N EA $21,800.00 0 0 0 0 (O M 69 0 0 O O u) M (9 0 0 0 0 (D u) CO N 69 0 0 O u) 0 u) 69 $297,135.00 $297,135.00 0 0 0 0 O O u) 69 0 0 0 N) N n fA 0 0 O u) IN 69 0 0 O N V V CO Vi 0 0 u) IN IN CO 69 0 0 0 0 O N (9 0 0 69 69 $122,940.00 00'009$ 0 0 . O LI) N 69- 0 0 . O t9 0 0 69 69 0 0 69 $8.00 0 u) 69 69 0 u) M 69 0 0 0 0 69 0 0 O Eft E 0 0 u) t9 0 0 M V9 0 0 0 u) 69 0 0 0 0 u) N (A (A 0 0 0 0 0 O u) fA fA 0 0 O EA 0 0 O N vi 0 u) N fA 0 0 O_ 69 $150.00 $35.00 0 0 V 69 0 u) M EA 0 0 6 EA 0 0 IN 69 fR 0 0 u) 69 69 0 0 0 0 CO 0 0 N 69 69 0 0 69 Vi $225.00 0 0 0 0 0 CV - E9 0 0 . O 69 T - C cc 7 0 - 00 ,- 00 1- 0 0 .- 0 0 00 (0 LO CO - 0 V (0 0 0 IN u) r CO (0 N 0 ,- 0 CO 40 0 0) M N e0 .- 0 0 00 c00) V M � r N 40 0 0 0 ,- 0 CO N V N 0 0 ,- 0 0 V 0 0 0 IN E- u) 00 V u) 00 V 0 0 0 N 0 0 ,- 0 CO 0 N O) CO f- Units LS TREE W CC I- LL J IL F W J IS Y > 0) SY EACH EACH LL J LF 1 EACH LUMP SUM EACH SF CU YD 1 CY > 0) C Y HOUR �M GALLON 0 1- GAL TON TON 1 SQ YD M Q< LL (>_ J LL J EACH EACH LF Project: 02029-85 - LINO - 2015 Street Reconstruction Project Item MOBILIZATION CLEARING GRUBBING ROOT CUTTING REMOVE CONCRETE CURB AND GUTTER REMOVE SEWER PIPE (STORM) REMOVE CONCRETE DRIVEWAY PAVEMENT REMOVE BITUMINOUS DRIVEWAY PAVEMENT REMOVE BITUMINOUS PAVEMENT REMOVE DRAINAGE STRUCTURE REMOVE MAIL BOX SUPPORT SAWING CONCRETE PAVEMENT (FULL DEPTH) SAWING BITUMINOUS PAVEMENT (FULL DEPTH) SALVAGE CASTING SALVAGE AND REINSTALL LANDSCAPING SALVAGE AND REINSTALL MAILBOX SALVAGE & REINSTALL BRICK PAVER COMMON EXCAVATION (EV) (P) SELECT GRANULAR BORROW (CV) 1GEOTEXTILE FABRIC TYPE V POND EXCAVATION STREET SWEEPER (WITH PICKUP BROOM) WATER (DUST CONTROL) AGGREGATE BASE CLASS 5 (BITUMINOUS MATERIAL FOR TACK COAT TYPE SP 12.5 WEARING COURSE MIX (2,C) TYPE SP 12.5 NON WEAR COURSE MIX (2,C) TYPE SP 12.5 WEARING COURSE MIXTURE (2,C) 2.5" THICK 12" RC PIPE APRON 1 15" CM PIPE DRAIN 4" PERF PE PIPE DRAIN 4" PVC PIPE DRAIN CLEANOUT YARD DRAIN SPECIAL 4" PVC PIPE SEWER 0 u) . N O N 0 u) 0 N (0 0 u) 0 N CO 0 CO 0 N 0 u) V 0 N 0 u) V 0 (V u) 0 u) V 0 N in 0 N V 0 N u) 0 u) V 0 N 0 0 u) V 0 N O 0 u) V 0 N u) V 0 N M - 0 V 0 N M N N V 0 N 0 (D V 0 N N W 0,- (D CO V V 0 0 N N 0 u) u) 0 N (V N u) u) 0 N V 0 CO u) 0 N N 0,- CD N 0 N O CD M N N 0 u) 0 CO N 0 u) r- N N N 0 CO (0 u) CO N 0 u) 0 (0 M N N 0 u) 0 (0 M N CO 0 u) 0 (0 CO N U) u) 0 0 u) N N u) N 0 (D N V u) N 0 (D N N 0 (D N 0 (D N N 0 CO N 0 u) N E- u) . M 0 (D N O Z E (D0 N co V u) co r 40 0) .- (- r- N CO L- V u) .- CO r CO .- 0) 1- 0 N .- 01 N 01 CO N V 01 u) N (D N t` N CO N 0) N 0 CO M N CO M CO V CO Park Construction Company - Mpls 'Total Price ' 0 0 O 0 CO (D co E9 $9,522.50 1 52,620.00 0 0 O M o EA 0 0 O m E- V EA 0 0 (n N N co E- 69 1 57,300.001 0 0 0 O V M E9 0 0 0 O V V M E9 0 0 0 co a0 N N 69 0 0 0 co 1- O E9 0 0 0 M O O) E9 0 0 0 (D N N N EA 0 0 (D V M E- EA 0 0 0 N ( E9 0 0 0 O '-_ 09 0 0 0 CO (() N N E9 0 0 0 0) N N M EA 0 0 0 O V LO EA 0 0 0 O In Vi 0 0 0 0 O V E9 0 o to N CO CO EA 0 0 O O V V E9 $4,320.001 0 0 O 0 0 N E9 $2,453.001 53,217.501 0 0 ,- N VCO CO- E9 0 L M f9 0 0 O 0) 69 E9 0 0 O O 0) N M E9 0 0 co 01 (D EA 0 0 co N O In M E9 0 N O CO N E9 $2,901,403.151 'Unit Price 0 CO co N E9 0 M (Ti N EA 0 E-- M 60 E9 0 0 cD 01 M E9 0 0 O 0) E- V 69 0 0 (f) 0) N 69 1 $3,650.00 0 0 O 0) V C9 E9 0 0 O N N - 69 0 0 O N N- FA 0 0 (f) a0 E9 ((9 5535.00 0 0 O l9 (1) EA 0 0 0) M O EA $104.001 0 N 0) EA 0 N O E -O fA $53.701 0 O 000U)000(0 V 69 0 O N d9 0 O 0 0 '.zr 69 0 O N E9 0 O )D to E9 0 0 (0 M 69 0 0 0 V 69 0 0 N N EA to 0) -N. E9 0 O 0) EA O ..4.7 E9 $1,970.001 0 0 O 0 0) N. - `E9 M EA (I) V M E9 ()) 0 M E9 LO 0) 49 E9 Forest Lake Contracting, Inc. Total Price 1 $90,000.00 $14,950.00 0 0 0 0 0 O 69 0 0 0 0 0 CO fA 0 0 0 0 0 N 69 $15,750.001 0 0 0 0 0 N EA 0 0 0 0 4) N EA 0 0 0 0 0 N V 69 0 0 0 0 N (n N 69 0 0 0 0 e0 CO EA 0 0 0 (n N CO 69 0 0 0 ) N 9 O (9 E9 0 0 0 0 0 V E9 0 0 0 0 01 V EA 0 0 0 (0 EA $234.630.00 0 0 0 0 (D N 9) 69 0 0 0 0 0 o E9 '00'009$ 0 0 0 0 (n N 69 0 0 (n N M M f9 0 0 0 0 ED R EA 0 0 0 0 0 O 69 0 0 0 0 (D M 69 52,475.001 0 0 (0 (0 V M EA 0 0 0 0 (0 00 69 0 0 (n N N 0 0 0 0 CO V 69 511,000.00' 0 0 (9 (9 00 0 0 0 0 0 ((') EA 0 0 0 0 O V E9 52, 840.143.201 [Unit Price $45.00 0 0 (O (00000000 R E9 0 0 O N 69 0 0 O 0 (D 0 0 0 0 N 69 0 0 (n CO 0 0 O 0 N_ M EA 0 0 O 0 0) N E9 0 0 O 0 E- N E9 $1,700.00 5800.001 $375.00 0 0 O (n (D 69 0 0 O 0 0 - E9 $140.001 0 0 V EA 0 0 EA 0 0 (D N EA 0 0 coO 0 0 (O EA 0 0 O (f) EA 0 0 O 0 u7 N E9 0 0 coU7 N EA 0 0 O 0 CO EA 0 0 O 0 (n EA 0 0 O 0 N E9 0 0 (n N N E9 0 E- N E9 0 0 0 0 N 0 0 (n E9 0 0 0 0 (D EA 0 0 0 0 0 E- 69 9) - V EA 0 0 O EA 0 (O E9 Valley Paving - Shakopee 'Total Price ' $58,240.00 0 0 . N 019)690000009)000109)( O W O E9 0 0 0 O N N 69 0 0 N N 0) 69 0 0 0 0 1.1)(0 69 0 0 0 (0 MIN 69 0 0 0 0 N EA 0 0 0 O (O M EA 0 0 0 (O M (n M E9 0 0 0 01 N (O N EA 0 0 a0 O 0 E9 0 0 0 0 N V 69 0 0 O (n N EA 0 0 N (n (n M 69 0 0 N N M EA 0 0 N O 4 0 (n 0 0 O) O (A $33,845.001 0 0 O CO M 0) E9 0 0 0 N N U9 0 0 0 0 N � to 0 0 0 O (n M 69 0 0 0 0 (D U) E9 0 0 0 0 00 (D E9 0 0 0 0 N E9 52,288.001 0 0 N O) u7 CO- E9 $5,246.001 0 E- v) 00 o 0 0 O (n O E- 69 0 0 0 0 N (D E9 $864.001 0 0 (n ED N V E9 V M No EA N O M N EA N U CI_ C D N 1- 0) N O (O E- O M (A N (n M E9 $385.00 0 0 O O (n E- to 0 0 V O M 64 0 0 (n (n N M to 0 0 O O (D M to 1 $1,768.001 0 0 EA (0 N CO 0 0 (A u) N 0 0 O N N EA 0 0 O N N to 0 0 co (O 0) 69 0 0 co 0 EA 1 $5.651 $8.95 (n M EA V EA 0 0 O (O M 69 0 0 N 9) EA 0 0 O 0 N f9 0 0 O CO co 0 0 O 0 N EA ' 00'OOs$ 0 0 O 0 (n 69 0 0 9) 0 N FA CO - N E9 0 0 Ni N fA N V R EA 0 0 O 9) (D Vi 0 0 O 0 N CD EA N M V E9 9) r- N EA (O (D EA 1Engineers Estimate 'Total Price 0 0O O co O 0 N EA O (n N M E- E9 O 0 O 0 O E- EA 0 0 O 0 N N E- EA 0 0 O 0 O (f) E9 0 0 O 0 to CO E- 69 0 0 O 0 O 0 E- EA 0 0 O6 0 O (f) E9 O O 0 O V N 69 O 0 O 0 (n N N EA 0 0 O 0 (D N E- 69 0 0 O 0 N N E9 0 0 O ( - �_ N fA 0 0 O 0 001.70)000_ N(9 EA O O O 0 EA 0 0 O 0 N E9 O O O 0 . N (O N EA O O O 0 N V 69 0 0 O 0 N EA 0 0 O 0 69 0 0 O 0 O 9) E9 51,485.001 0 0 O co (D N 69 0 O O co N V CO 0 O O u) N to $3,575.00 0 O 0 0 M M FA O O O6 (n (0 E9 0 0 N (D 0 0 0 0 (n EA 0 0 0 0 O V E9 0 0 0 0 O E9 O O . 0 0 O N 0) EA $4,125.001 1Unit Price 0 0 (n M E9 1_ $35.00 0 0 (n 69 0 0 0 0 O M E9 0 0 0 0 0 EA 0 0 0 0 CO f9 0 0 0 0 0 LO E9 0 0 0 0 0 LC/ E9 0 0 0 0 N _- EA $1,500.001 0 0 0 0 (0 E9 0 0 0 0 R 69 0 0 0 En V fA 0 0 0 O (n fA 0 0 0 1- 69 0 0 0.-(0 N f9 0 00 . 09 0 (0 E9 0 0 0 0 0 N 69 0 0 0 0 fA 0 0 06 0 0 E9 $55.00 $325.001 0 0 (n M fA 0 0 O (9 M f9 0 0 N N M FA 0 0 N FA 0 0 O lf)f9 E- Vi 0 0 EA 0 0 0 0 EA d9 0 0 0 0 0 0 0 (n to 0 O 01 09 0 9) . 01 f9 >. • = E (91)4 D 0 0 O 0 V) N M 0 0 N N 1- (n [} N ,- 0 N (n E- E- N 00 E- N V V E- 0 M 0 N E- 0 M M N 0 0 N E- 0 E- .- N N EA N - (n E- - 0 (n to M V (n (n M 0 0 N 0 0 N E- E- 0 (n 0- N Total SCHEDULE A - STREET & STORM SEWER:1 r 'E n n Li- J L.L.LL J J EACH LS LF EACH EACH EACH EACH EACH EACH EACH EACH %} U SQ FT 1LIN FT SY LUMP SUM EACH LS EACH TREE LU K H TREE EACH LIN FT 1 EACH LF. EACH ACRE LB >- (i) SY Project: 02029-85 - LINO - 2015 Street Reconstruction Project E N = 112" RC PIPE SEWER DES 3006 CL V 15" RC PIPE SEWER DES 3006 CL V CLEAN PIPE SEWER IRRIGATION SYSTEM REPAIR UTILITY COORDINATION CONST DRAINAGE STRUCTURE DES 48-4020 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 2 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 3 CONSTRUCT DRAINAGE STRUCTURE DESIGN G CONST DRAINAGE STRUCTURE DESIGN SPECIAL CASTING ASSEMBLY (STORM) INSTALL SALVAGED CASTING ADJUST FRAME & RING CASTING CONNECT INTO EXISTING STORM SEWER RANDOM RIPRAP CLASS III 8' WIDE BITUMINOUS PATHWAY CONCRETE CURB & GUTTER DESIGN D418 (MODIFIED) 7" CONCRETE DRIVEWAY PAVEMENT MAIL BOX (TEMPORARY) INSTALL MAIL BOX SUPPORT TRAFFIC CONTROL SALVAGE & REINSTALL SIGN CONIFEROUS TREE 10' HT B&B DECIDUOUS TREE 2" CAL BR TRANSPLANT TREE TREE TRIMMING SILT FENCE, TYPE HEAVY DUTY STORM DRAIN INLET PROTECTION SEDIMENT CONTROL LOG TYPE WOOD FIBER TEMPORARY ROCK CONSTRUCTION ENTRANCE SEEDING (INCL TOPSOIL & FERTILIZER) SEED MIXTURE 25-131 SODDING, TYPE LAWN (INCL. TOPSOIL & FERT.) EROSION CONTROL BLANKETS CATEGORY 4 R N M 0 (n N V (n M 0 (n N M 0 O M 0 (n N N 0 o 0 0 (n N 0 CO 0 0 (n N 0 N 0 0 (n N 0 N O 0 N N 0 N 0 0 (n N N 0 (n cri0 0 u') N N 0 ((') 0 0 N N (0 69 (n 0 0 (n N N N O 0 (n N N N N 0 0 (A N N 0 CO 0 0 'AlN 0 N 9) N N N (n N 0 N M (n N N 0 u) M (n N 0 o O V (n N N 0 (D O C{ (n N 0 O M(0 (0 (n N M 0 (D (0 (n N 0 (n IN N (f) N N 0 N N (n N 9) V N N (() N N 0 CO N N N N N 0 U) M N (n N O M (n M N (n N CO M N M N (n N N 0 (D M N (n N 0 N (n N- N N N 0 (n (n N (A N 0 N (n N (n N M N (n (n N (f) N O 2 E 0) (n M (D M N M e0 01 O) 01 O V _ 7 N V M V V R LO '7 (O 7 N V CO V 0) V 0 U0 E- N N N M (n V 0 (n (() CO N N (n 00 (n 0) 0 0 (0 (D N (D CO (D V CO N CO (O (D N CO 03 (O Forest Lake Contracting, Inc. Total Price N c E 4) O Z E 4) SCHEDULE B - SANITARY SEWER O O 0 0 EA O O 0 co 49 0 O 0 O u) 43 0 O LID N 0 co 43 N N 43 LO N N co0 69. O O N r 49 O O 0 O O 49 $207,917.00 0 O O co 49 0 O (Si N 43 O O O N 43 O 0 N 43 0 m u) 43 0 M 43 0 O ro O O 43 O O 0 0 OD49 O O 0 0 O 4. 49 O O 0 o co O 43 O 0 0 o O 43 0 O 0 0 LON O 0 O N 0 O O 43 0 0 O 4'- 4'- 0) M 49 O 0 O M O O O 0 O 43 $219,700.00 $2,400.001 $15,000.00 0 O O O N 49 O O O O co 49 O O O N 43 O O co 43 O O r M 43 O O O O co 4i O O O O O 49 O O O 4'- (0 49 0 0 N CO 63 O O N to - 0 O N O 43 O O O N a) M 43 O O r r u) M 43 O O W to N 43 $204,475.30 O O O N 49 0 0 co 4 43 0 O 4 co 43 M N 49 O O 43 O co co d3CO 0 O M 43 O O (mf) co N 43 0 O O O co N 43 O O O 4i O N 49 O O O O O 43 O O co N_ 43 O O O O O O 69 $40.001 $100,400.00 O O O O M O 49 O O O O (O 43 O O O O W N 43 O O O O O O co 43 $268,850.00 O O (O 43 O O CO 43 O O 0 49 O O O N 43 N 0 N N M N 0 M N N -J 2 QU 2 UQ U_ Z J W J V_ Z J 2 UQ 2 UQ MOBILIZATION CHIMNEY SEALS REPAIR MANHOLE INVERT 8" CURED -IN-PLACE PIPE SYSTEM 10" CURED -IN-PLACE SYSTEM 12" CURED -IN-PLACE PIPE SYSTEM DRAINAGE STRUCTURE LINER O LID0N N N 0 O N N 0 CA0 LON M O CO CO0 LIDN co O O O N M 0 O LOO N O up O N N O CD 0 LON (0 0 r r n rLED r (0 Total SCHEDULE B - SANITARY SEWER SCHEDULE C - WATERMAIN ALTERNATE BID ITEMS 0 0 O 0 O O O O 0 Moi 43 O O 0 O 49 0 O o Nco 49 0 O m 43 O 0 N •4- 0 0 O N CD69 O N O co O 49 0 N r M CO LO - CV 43 0 0 0 O O O 49 O O 0 M O O N 4-- 4(0 0 0 0 to - 69 0 0 M OD 0 N N 43 0 M 49 O_ O 43 O 0 0 0 u, H O O 0 O 4l N 49 0 0 0 0 0 43 0 O 0 0 M CV - NJ N M 43 O O 0 0 O M 43 O O o co (O 69 0 0 O O u) 69 O O O O N7 ca - to 49 O O O N M 49 O O O O M N 49 O O O O 43 0 0 N CO 43 O O O O 49 O O O 43 O O 43 O O N M 49 O M 89 O O O N 49 O co r co 43 O O a) V N 43 O (O M CO u) 49 O O a) O u9 0 O O CO (0 43 O O 49 O O 0 co - co W N. (D 43 O O oi a) N 43 N a) d3 co a) CV49 N r- 0 0 43 O O N 49 O O O V7 49 O O O O 4i 49 O O O O O d3 O O O O 43 O O O O O Itc 49 O O O O LO 43 O O O O O 49 O O O O N 43 0 O N O 69 O O O O N 49 O O O 43 O O 49 O O O d9 O O N 49 O O u, 43 O O O 49 M M O O O 4" N O 2 QU 2 UQ 2 QU 2 U W W -J -J -J MOBILIZATION RELOCATE HYDRANT 1" CORPORATION STOP 8" GATE VALVE & BOX 1" CURB STOP & BOX TYPE K COPPER PIPE 8" WATERMAIN DUCTILE IRON CL 52 DUCTILE IRON FITTINGS 0 41N 0 N 0 0 N N O 0 N N oO 0 N O O LO N M O O O N M O co O N r O N- CO 4, O WCO CO co Total SCHEDULE C - WATERMAIN ALTERNATE BID ITEMS $2,901,403.15 $207,917.00 $2,840,143.20 $219,700.00 $2,362,192.34 $204,475.30 $2,486,632.50 8 268, 850.00 O O O O CV - CV 43 Total SCHEDULE A - STREET & STORM SEWER Total SCHEDULE B - SANITARY SEWER Total SCHEDULE C - WATERMAIN ALTERNATE BID ITEMS: $3,135,157.65 0 cor N $3,084,373.20 0 0 $2,582,986.24 $2,777,582.50 Totals for Project 02029-85 % of Estimate for Project 02029-85 I hereby certify that this is an exact reproduction of bids received. License No. 43338