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HomeMy WebLinkAbout2015-035 Council Resolution• CITY OF LINO LAKES RESOLUTION NO. 15-35 RESOLUTION ACCEPTING BIDS, AND AWARDING A CONSTRUCTION CONTRACT, BIRCH STREET AND CENTERVILLE ROAD STREET AND TRUNK UTILITY IMPROVEMENTS WHEREAS, pursuant to an advertisement for bids for the construction of the Birch Street & Centerville Road Street and Trunk Utility Improvements, bids were received, opened and tabulated according to law, and the following bids were received complying with the advertisement: Contractor Amount of bid A-1 Excavating, Inc. $839,025.00 Dresel Contracting, Inc. $631,759.75 Engineer's Opinion of Cost $674,665.00 AND WHEREAS, it appears that Dresel Contracting, 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 Dresel S Contracting, Inc., in the name of the City of Lino Lakes for the construction of the Birch Street & Centerville Road Street and Trunk Utility Improvements 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 Rafferty and was duly seconded by Council MemberStoes z and upon vote being taken thereon, the following voted in favor thereof: Rafferty, Stoesz, Roeser, Kusterman, Reinert The following voted against same: none ATTES u anne Bartell, Ci Jeff ,Reinert, Mayor • CITY COUNCIL AGENDA ITEM 6E STAFF ORIGINATOR: Diane Hankee, City Engineer MEETING DATE: April 13, 2015 TOPIC: Resolution No. 15-35, Accepting bids and Awarding a Construction Contract, Birch Street & Centerville Road Street and Trunk Utility Improvements VOTE REQUIRED: 3/5 INTRODUCTION Staff is requesting authorization to accept bids and award bids for the Birch Street & Centerville Road Street and Trunk Utility Improvements contract. BACKGROUND Bids were received for the above -referenced project on Thursday, April 2, 2015, and were opened and read aloud. Two bids were received. The bids were checked for mathematical accuracy and tabulated. Contractor Amount of bid Dresel Contracting, Inc. $631,759.75 A-1 Excavating, Inc. $839,025.00 Engineer's Opinion of Cost $674.665.00 The low bid as submitted by Dresel Contracting, Inc., Chisago City, Minnesota, in the amount of $631.759.75. The estimated total project cost including a construction contingency, engineering, legal and bonding is $950.000.00. Approximately 60% of the project is trunk sewer and watermain improvements and funded from the trunk utility 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. 15-35, Accepting bids and Awarding a Construction Contract, Birch Street & Centerville Road Street and Trunk Utility Improvements, in the amount of $631.759.75 to Dresel Contracting, Inc. ATTACHMENTS 1. Resolution No. 15-35 2. Bid Tabulation • • Contract No.: ,c; c a c 0 t5Q o u e 5 2 65 0 0 cn E 0 ta. CO 03 04 oj c c • : t; •—cu 2 3 a 0 ta 2 a -1 ta 0 0 04 4..) C c cu — = 0 w 0 03 1A-1 Excavating, Inc. 'Unit Price 'Total Price 11 !Schedule A - Sanitary Sewer Improvements 0 0 0 0 CV 9 0 0 0 0 0 a 0 c\i' cO 0 0 0 o 04 r-: 9 0 0 6 CV CO 6 C \I 9 0 0 6 0 T- (-4 9 0 0 6 0- CO ,--- 9 0 0 CD o 0,1 9 0 0 0 0,, 9 c:a CO ,- 9 0 C) 0 9 0 •cr. 9 0 0 0 T- 04 csi T- 0 0 6 CO ,- <- 9 0 0 6 CZ CD b5 0 0 0 0 0 CV s- ... LC) "Ct 9 0 0 06 , Nr T - CV CO 9 !Schedule B - WatermainImprovements 1 0 0 0 0 9 0 0 0 0 9 0 0 0 0 0 9 0 0 0 0 az 0 0 0 0 to $1,400.001 0 0 0,n ,o 0 0 03o CD 9 . CV 9 CD 0 0 0 o CV 9 0 0 o 0 CO 9 0 0 6 04 .- 9 0 0 6 0 CO 1 $275.00 0 0 0 ij9 0 C) o 9 0 0 c‘i U) 0 0 03 CO ( $116.001 0 00 ,-o to $500.00 $475.00 0 000000 0 0 9 0 o (4) 9 0 0 o 0 CD 9 0 o 0 9 $1,400.00 $1,550.00 Dresel Contracting, Inc. 1 Unit Price !Total Price $11,700.001 $372.00, $492.00 0 0 6 o Lo CD 0 6 co (4) CD 0 6 co co 9 0 0 0 0) co $14,953.20 1$137.085.90 0 0 6 co -4- 9 0 0 to 0) co 9 $1,032.001 0 00 r--: 0 CD 9 $4,200.00 $25,839.05 $214,846.95 CD 00 6 0 0 9 0 6 03 T.- $492.001 0 0 0 CO 0 9 0 0 0 CV 0) 9 $1,800.00 $1,920.00 0 0 6 0 N- .,. 63 0 CV h 9 r-: 4 0 En. CO> 1 $2,250.00 0 00 ('4 •,-- Cl to $24000 $78.00 CO CO CD LO (0r-: .4- 0 9 9 0 CV ‘--. 0 0- ('4 0) 0 CV 0) o N- 0) CV 0 0 .,- to 0 0) 0 CD -... r- (V 0) 0 0 6 co69 0 (0 0) 0 9 06 03 CV 9) 4 0 0 0 et LO 0 0 0 Cel 0) 0) $1,800,00 $1,920.00 Engineers Estimate [Unit Price !Total Price 0 00000000000 0 0 0 cj 9 0 0 0 6 6 0 0 0 LO 0 0) 0) 0 6 LCD CV _ 9 0 0 6 6 UD 9 0- CV ea ea 0 0 6 6 0 0 0 CO ',..." e- CV V> e- to 0 cri 0- 0 LO 9 0 ci Tt CO v"" c- to 100 009$ 0 0000 000 0 r - <- T- 0) 0 0 0 cri LO 9 N - 00 LC) OD 'cr 9 NI T- 0s1 0) 0 0 6 0 CD ,.....- 9 0 0 ci CD 1- 9 0 0 6 0 1.0 „... 9 0 0 0 0 C1) 6 0 La •,- 9 $1,500.00 $1,500.00 0 CD 0 0 0 . z; 0 0 0 0 0 CD 6 o 0 Ea. 0 0 0 9 CV 0 0 0 0 0 0 9 9 0.1 CV 0 0 0 0 0 0 LO 9 0 LO csi 9 0 0 csi CO 9 0 CD 6 CO 9 0 CD 0 CD te 0 0 0 0 0 6 9 9 0- N 0 0 0 0 0 co 0 C) 6 T- 9 0 0 0 0, 0 0 CD $1.500.00 $1,500.00 $1,500.00 :,-.- C CO = 0 0 ca CV 0 T- 9 0- 9 0 0 0 Cel 0 CO C) CNI 0 0-- CI 0 ,- 0 0) CO LO 0) Total Schedule A - Sanitary Sewer Improvements T- 0 ,- 0 0 .,..- CV D -I 1111 -1 I- LIJ til UJ 1.1.1 -J -I _J J J 1- U_ :...71 = UJ -J -1 -I I- 1111 lil LLI LLI lit Project, 02029-86 - LINO - Birch Street Sanitary Sewer Extension and Turn Lane Constructionl E (4) !MOBILIZATION 1 REMOVE SEWER PIPE (SANITARY) GRANULAR FOUNDATION AND/OR BEDDING CONNECT TO EXISTING SANITARY SEWER 8"X4" PVC WYE CHIMNEY SEALS 4" SEWER SERVICE CLEAN-OUT 4" HDPE PIPE SEWER -DIRECTIONAL DRILLED 8" HDPE PIPE SEWER -DIRECTIONAL DRILLED ,TELEVISE SANITARY SEWER 18" PVC PIPE SEWER - SDR 35 18" PVC PIPE SEWER - SDR 26 4" PVC PIPE SEWER - SCH 40 CASTING ASSEMBLY CONST 48" DIA SAN SEWER MANHOLE MOBILIZATION REMOVE WATER MAIN GRANULAR FOUNDATION AND/OR BEDDING CONNECT TO EXISTING WATER MAIN INSTALL HYDRANT 4" GATE VALVE & BOX 6" GATE VALVE & BOX 2021.501 !2104.501 2451.609 12503.602 2503.602 2506.602 2503.602 2503.603 2503.603 2503.603 2503.603 2503 603 2504.603 2506.516 2506.601 ,- 0 to cv co (-4 2104.501 2451.609 2504.602 2504.602 2504.602 2504.602 6 Z E (4) .,- C4 CO Nr 9 CO 4-- co 0 N1-1 01 1l-1 0) ,1- 1,-- 0- 11- CO ,11- Ck c- CV (31 (Si CV 1A-1 Excavating, Inc. 'Total Price o 0 0 0 0 Et- 69 $3,250.001 0 0 6 0 c0 05 Eft $18,300.001 0 0 6 r- Lo ta $3,240.001 0 00 00 0 In 6 CA EA 0 co CO 6 CV EA $28,420.001 $800.001 o 0 6 0 C4 4 CV 69. o o 6 o CO )N 0 o 0 6 EtE- CO E- 69 'Schedule C - Storm Sewer Improvements 0 000000000 000000000 o _ 69 0 o 0 CV 0 0 0 CD ,,•- 0 0 0 c.,, 0U 0 0 0 0 N- ft0 o 0 LO 0 0 E- Ea $28,420,001 'Schedule D - Surface Improvements 1 0 0000000000 0000000000 o 0 CD o 0 0 CO' EA o 0 C) 69 o 0 CO CA 69 o 1.0 N- .EI: EA 0 0 Lo 0.1- V- CA 0 0 c> 6 E- 0 0 0 0 N- CV EA 0 CV 69 [Unit Price 00000 CD 6 o 0 CV- 6 0 o C5 6 0 6 0 CO 06 6 0 6 0 E- 0- 6 0 r--: (0 69 $54.00 $55.00 c) 0 6 r- Eft 0 0 6 0) EA 0 0 o Et 69 0 0 ..-* A- 0 0 0 6 CD 0) E- 69 0000 0000 6 069. o 6 0 0000L$ 00.0Z$ 0000 0000 66 6 0 E-- EA $13,650.001 0 C> o 0 CD 0 0 6 0 0 6 0 C, 6 el EA 0 0 6 0 LO csi 0 0 r•.- 69 $10.00 $27.00 E- 0 6 1Dresel Contracting, Inc. 'Total Price 8 c C, c0 Eft CV tftE- 0 0 c CO N-- 64 0 0 ci c0 0 E- 0ft $720.00 $2,064.00 $30,842.00 0 0 0 0 6 CA a) 04 0 c0 0 6 CV N 0 0 6 Et 0 E-- EA 0 0 6 0 c0 Ea $153,029.901 cr:, 0 N CA 0 c0 .,- $372.00 $3,417.60 00 ft 0 0 OD 0 o 0 0) (e 8 . o LO 0 6 0 8 6 00) CV 6 0 .--. $1,092.001 0 (0 6 N E- 0 0 4 (0 0) 00 0 6 E- CV 0 0 000 0 1.0 E.- 0 $8,910.00 $13,590.00 $25,420.00 Unit Price 0 0 0 0 4 CV 6 CD 0 6 CV co qE- 0 0 6 0 N.. .. r- 0 0 0 0 CO co . CO tia $72.00 $3440 $44.06 CO CV 6 (0 CA 0 LO c‘i a) EA 0 0 6 co 0 0 N CO 6s 0 0 6 o EI- CV EA 0 0 6 CO d Et c.i ,-.- EA $4.65 $7.44 $854.40 $945.60 $43.80 $48.001 0 0 6 co ea 0 0 0 0 <V 0 EA 0 0 0 0 co N CJ EA 0 CA N. - ,-. EA Et Et . ,-- 6 CV 0.1 0.1 6 0 0 CO 6 $8.91 $13.59 $12.71 [Engineers Estimate 'Total Price 0 0 6 P 0 6- 6 0 0 6 0 0 o 0 0 0 6 t.,-,- 3. 1 $18.000.001 0 0 0 00000000 6 6 6 ,n CV CD cA CY) to .-• -4 0)cNi 0 0 0 0 0 0 0 0 CV 6 C'46 0 CD 0 0 09 E') 0 0 0 a) 6 0 0 0 0- 6 6 $135,270.00 0 00000000 0 0 ~ 0 0 0 C9 ta CD 0 0 0 6 0 0 0 0 El. N 0 6 6 0 0 0 0 0 0 0 0 0 0 100.000Es o o 6 0 csi 0 0 c) 0 0 0 .„.- .<- EA 0 0 c) 0 0 0 0 0 CO CO ta 6 o 0 0 0 E- 6 o o 6 0 0 <,..; 6 o o 0 0 0 cr; 6 0 o 0 0 0 r„...- co 69 $18,000.00 $15,000.00 $20,000.00 [Unit Price $1,750.00 0 0 0 0 0 0 EA 0 o 0 0 0 6 o 0 0 EA 0 0 CD 0 CD 0 6 c‘i 6 co co 0) EA 69 0 0 0 6 6 0 0 CD 6 6 Eft 0 CD 6 v. 69 $4.00] 0 0 6 c) LO CV- 69 0 000000000 6 0 o <- Eft 0 CD 0 6 6 6 .,.- ,-- 0 69 EA 0 „._-• 0 0 0 0 LO 0 0 6 LO CV 0 0 0 0 0 Et- '- EA 0 0 6 0 0 0 0 .,_ EA 0 c) 0 E- 0 0 o tri EA 0 o 6 69 0 o 6 E- 69 $18.00 $15.00 $10.00 >, C co 0 0 CV CA CD 0 0 0 CD I,- CD co CA 0 or CV 0 CV 0 0 04 CV CV 1 Total Schedule B - Watermain Improvement 0 0 0 V' Et 0 c0 CVE- Total Schedule C - Storm Sewer Improvement Nt• Nr. 0 0 0 E- 0 0 CO 0 0 0) E- 0 0 0 CV 0 CD 0 0 0 0 0 0 0 CV ci) :•-• D = 0 111 = 0 1.1J WW I 0 _J _1 -J _J _I CA _J 1 0 W (j)U>0<<LL JW 11 Z 0 H W 0 W LL>-- 0 _I<<_JO)_10000 11J 11.1 M M 0 0 u_ >- u_ >- >- >- >- Project: 02029-86 - LINO - Birch Street Sanitary Sewer Extension and Turn Lane Construction E 18" GATE VALVE & BOX 12" GATE VALVE & BOX 16" GATE VALVE & BOX HYDRANT ASSEMBLY 4" WATERMAIN DUCTILE IRON CL 52 6" WATERMAIN DUCTILE IRON CL 52 8" WATERMAIN DUCTILE IRON CL 52 12" WATERMAIN DUCTILE IRON CL 52 16" WATERMAIN DUCTILE IRON CL 52 I4" POLYSTYRENE INSULATION 1DUCTILE IRON FITTINGS IYARD HYDRANT MOBILIZATION REMOVE SEWER PIPE (STORM) GEOTEXTILE FABRIC TYPE III GRANULAR FOUNDATION AND/OR BEDDING 18" RC PIPE APRON SAFETY GRATE FOR 18" RC APRON 18" RC PIPE SEWER DES 3006 CL III SALVAGE AND REINSTALL STORM PIPE RANDOM RIPRAP CLASS III MOBILIZATION 1 CLEARING GRUBBING REMOVE CURB & GUTTER REMOVE BITUMINOUS PAVEMENT SAWING BITUMINOUS PAVEMENT COMMON EXCAVATION (P) SUBGRADE EXCAVATION SELECT GRANULAR BORROW (CV) COMMON BORROW(CV) 12504.602 2504.602 2504.602 2504.602 12504.603 2504.603 2504.603 2504.603 2504.603 2504.604 2504.608 92504.602 000 0 2104.501 2105.604 2451.609 2501.515 2501.602 2503.541 2506.602 2511 501 2021.501 2101.501 2101 506 0 10 0 cv 2104.505 (E) E- 10 . o oi E-- 0 (4) . o 2105.507 2105.522 2105.523 6 Z E a> — co CA 4 CV to 04 N- co 0) CV O.1 CV p CA .,..- CA 04 CA cA cA CO CO c0 Cr) CA cr) cA 0 -Et 4 Et 4 LO 4 00 as 4 LC) irl A-1 Excavating, Inc. Total Price 1 0 0 6 o <t- *0 6 C' 000000000000 0 00000000000 a co 6 0 CO CV (0 6 0 0 *0(0 a) 0 E- <3 co 1.0 EA 6 0 10 CEI 60 6 a c0 *0(34 6 4- 0 69. 6 0 0 69 6 4 E- EFT 6 0 EA EA 0 0 6 0 0 EA $1,500,001 000000000 000000000 6 0 0 (0- 6 0 0 EFT 6 0 0 6/9 0 0 (C) 0 CO CO 0 co EA 0 0 GO EA 0 0 0) CA 6 0 1- 69 0 0 $9,600.00 $140.00 0 0 0 6 GO 69 $145.001 $1,305.001 $301,720.001 1 'Total Schedule A - Sanitary Sewer Improvements: $214,865.00 $214,846.95 $321,475.00 Unit Price 00000000000CDO0 0 c.i *0 0 CO (34 EA 0 6 C9 E.- 09 0 6 C9 *0 C3 0) E-. (0 0 si CV EA LO 0 *0 CD 0 0) *0 0 6 h. (0 0 6 CO EA 0 4 OD EA 0 6 CD 0 E- .4-) 6 E- EA $28.00 $28.00 0 o 6 0 0 CO <A 0 o 6 1.0 69 0 co 6 E- EA $2.00 $7.00 000 Qqq 0 «3 $8,00 $35.00 00000 qqqq 6 LO 'Et EA 6 0 E.- EA $2.00 $9,600.00 $140.00 co 6 CD EA $145.00 0 o 1Dresel Contracting, Inc. 'Total Price $3,872.00 0 OD CO Et EA 0 0 - *0E-. 0 CO . N 0 CD . 0 0 03 - 0 CD . 0 CO CLI - EA 0 0 . CD 34) CD - 1- 69 0 Et . 1-- LO 0 $6,335.20 $24,359.80 0 0(0 . o CSI CD *0(0 $3,841.60 $4,368.00 $2,464.00 $4,424.00 0 0 0 0 69 0 0 0 CO 0 0 0 0 0 0 0 0 1- E- 0 $432.00 0 0 00000 0) 0 Nr (0 EA 0) 0 4 0 CV 0 (0 OD E- 0 0 0 CV C9 r- tO 0 C3 0 '0 0 0 0 o CD CD 6 co E-- 0 t-- 03 o 0 EA CE1 'Unit Price CV E-- Ea $140.00 $28.84 $10.75 $18.201 0 CV . C9 $93.79 $80.84, LO rN 499 69 0 0 6 c.4 CD 6 69 0 0 CO (4)' 0) . . . . N E-- CV Ea CV te 0 CD . 0 fi9 0 CO . Cr) 0 CV 0 . . CV CO EFT 619 0 0 0 0 0 CO CO Ct d 0 0 csi d (0(0 0 0 (45 CO $1.39 $372.00 $180.00 $180.00 $180.00 t - 1`..- o 1Engineers Estimate 1Total Price 0 0 6 0 - CO 1-- EA 0 0 CA .99 0 0 0 0 a o 0 CD 0 000000CD 6 6 0 0 0 CO E-• EA 69 0 0 0 CO 0 0 e3 0 0 0 0) CD _ EA CD 0 0) 0 0 CV 0) - 1"- - LC) - 69 0 0 0 0 _ 0 CA 0 0 0 000CD0000000000000 0 0 0 0 Et 0 0 CD C \1 <9 1.0 0 0 0 CO E- 0 0 0 CD - E- 0 0 0 6 0 0 0 0 - - 0 10 E- EA 0 6 0 0 - $1,200.001 $100.00 $500.00 CD 0 0 LCD EA 0 o 0 <A 0 0 . 0 0 03 0 6 0 1.13 LO LO CV CV CV 2 C'9- C) 0 - E-'0 0 CV- 3'9 1Unit Price CD 00 ,.ei EA 0 t..c E.- $150.00 $50.00 $15.00 $12.00 0 0 *0(0 0 0 0 0 0 0 0 0 0 0) (00 0 0 CD d 69 0 0 0 0 0 0 0 0 69 69 CA 6EA (93 0 0 0 0 40(0 CD 0 s- 0 0 0 0 ('4 6 EA (A CD CD ci 0 0 EA 0 0 0 E- 0 $10.001 $5.00 0 0 6 LO CV 0 0 6 0/ <V EA 0 LO 4990 - 0 0 0 0 0 0 c) 0 LO LO <V CV CV EA EFT EA 0 o <- 69 c co D 0 00000000000 CD CV C9 (V 1.- CV 0 0 CV El' E-• CD CD CO 0 0 a) E- CD E-000E-0000E-00CDCV co o ...- V" CV E.- co c) .,-. c) o 0 0 GO E-- cs.1 E.- E-.. 0 E- E-- 0 0 h... 4 E- 0 ,- CO Total Schedule D - Surface Improvements:1 1Units As1 Z 0 1- HOUR MGAL TON TON -..1 TON TON Z 0 0 LUMP SUM SF LF LF LS LF LF LF EACH LB SY TON Cfo 0 < SY ACRE EACH EACH EACH IL Project: 02029-86 - LINO - Birch Street Sanitary Sewer Extension and Turn Lane Construction E a) 1GEOTEXTILE FABRIC TYPE V AGGREGATE SURFACING CLASS 2 STREET SWEEPER (WITH PICKUP BROOM) WATER AGGREGATE BASE CLASS 5 SHOULDER BASE AGGREGATE CLASS 2 BITUMINOUS MATERIAL FOR TACK COAT TYPE SP 9.5 WEARING COURSE MIX (2,B) TYPE SP 12.5 WEARING COURSE MIX (3,C) TYPE SP 12.5 NON WEAR COURSE MIX (2,B) TYPE SP 12.5 NON WEAR COURSE MIX (3,C) IUTILITY COORDINATION I6" CONCRETE WALK CONCRETE CURB & GUTTER DESIGN 8618 CONCRETE CURB & GUTTER DESIGN SURMOUNTABLE TRAFFIC CONTROL SIGN PANELS TYPE C CLEAN ROOT CUTTING SILT FENCE, TYPE MS FILTER LOG TYPE WOOD FIBER BIOROLL TEMPORARY ROCK CONSTRUCTION ENTRANCE SEED MIXTURE 25-131 SEED MIXTURE 33-261 SODDING, TYPE LAWN (INCL TOPSOIL & FERT) MULCH MATERIAL TYPE 1 DISK ANCHORING EROSION CONTROL BLANKETS CATEGORY 1 SEEDING (INCL TOPSOIL & FERT) PAVT MSSG (LT ARROVV) EPDXY PAVT MSSG (RT ARROVV) EPDXY PAVT MSSG (THRU ARROW) EPDXY 4" SOLID LINE WHITE-EPDXY 12105.604 0 LO 6 .,-- ,- CV 2123.610 2130.501 2211.501 2221.501 0 1.0 LO CD CSI 2360.501 2360.501 2360.502 2360.502 12505.601 ,2521.501 2531.501 2531.501 2563.601 2564.531 2572.502 2573.502 2573.540 2573.602 2575.502 2575.502 2575.505 LO 6 t•-• LO CV 2575.519 2575.523 2575.604 10 LO c‘i csi LC) LO CV CV 0 LID c\i 0) 1.0 CV 0 z E a) _ -a- 0 ,r) '.0 0 0 10 LO 0 .--- CO GO CO 1.0 CO CO t...- CO CD E-.. < \ 1 49 CO V- 0) 0 CV CD V- CO CO 0 0) E a) C a) E a) 7 O E a) a) (1) O (1) U a) O .0 U (0 O H (7) czt V X 1.1.1 a) U 0 co O N U d Dresel Contracting, Inc. a) U d C6 O O O ^L LL c0 E 0 W N a) a) C L1.1 U 0 LO O CD o a o U 0 C 0 (0 0 N D Z E Total Schedule D - Surface Improvement $839,025.00 L() r- 0) (I) r -- co (0 69 (0 Totals for Project 02029-86 ck of Estimate for Project 02029-86 0) n 0) 0 0) N Q O O Q a) U co x 0) C (0 N N (0 r.+ a 0) >. 0) 0) License No. '0 0) 0) 0 ❑