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RES 2008-0988 - Subdivision agmt, 72 Blondo (withdrawn) RECEIV ' Public Works Department I�` .«I sic - i? Omaha/Douglas Civic Center y t-i . July 15, 2008 08 ��d F � �, 1819 Famam Street,Suite 601 1� Omaha,Nebraska 68183-0601 1T�D�eaRare CITY C L 1'•;` (402)444-5220 +`" Fax(402)444-5248 City of Omaha ��`(�'��'�• ��~�`����„�. Robert G.Stubbe,P.E. Mike Fahey,Mayor Public Works Director Honorable President and Members of the City Council, The attached Resolution approves the Subdivision Agreement between PDM, Inc. and the City of Omaha. This Subdivision Agreement covers the public improvement of 72 Blondo (Lots 1-3), a subdivision located southeast of 72'd &Blondo Streets. This Subdivision Agreement stipulates which improvements will be built by PDM, Inc., those which will be paid for by special assessment and those to be paid for by PDM, Inc. The total cost of improvements will be paid for by PDM, Inc. The Public Works Department requests your consideration and approval of the attached Resolution and Subdivision Agreement. Respectfully submitted, This action has been reviewed and found to be in conformance with the Master Plan. /7/‘"—C . 6. 26 -ce obert G. Stubbe,P.E. Date , Steven N. ensen, CP Date ublic Works Director Planning Approved as to Funding: Referred to City Council for Consideration: a --�--- bl +07 64 � ,- /-Ga- Carol A. Ebdon Date Mayor's Office Date Finance Director Approved: ;L,..4%%W ----- Steve Scarpell ,Director Parks, Recreation and Public Property Department P:\insp\1067msp.doc. ns Contracting Co., Inc. • $2,500.00 per LS $2,500.00 54 900.054 CONSTRUCT ORNAMENTAL FENCE Engineeer's Estimate 40 @ $40.00 per LF $1,600.00 MBC Construction Co. $71.00 per LF $2,840.00 Charles Vrana&Son Construction Co. $70.00 per LF $2,800.00 L. G. Roloff Construction Company, Inc. $90.00 per LF $3,600.00 Luxa Construction Co.,Inc. $70.75 per LF $2,830.00 M. E.Collins Contracting Co., Inc. $120.00 per LF $4,800.00 55 900.055 CONSTRUCT SWPPP SIGN Engineeer's Estimate 1 @ $100.00 EACH $100.00 MBC Construction Co. $216.00 EACH $216.00 Charles Vrana&Son Construction Co. $250.00 EACH $250.00 • L. G. Roloff Construction Company, Inc. $320.00 EACH $320.00 Luxa Construction Co., Inc. $155.00 EACH $155.00 M. E. Collins Contracting Co., Inc. $689.00 EACH $689.00 56 900.056 CONSTRUCT CONSTRUCTION ENTRANCE Engineeer's Estimate 1 @ $1,000.00 EACH $1,000.00 MBC Construction Co. $1,080.20 EACH $1,080.20 Charles Vrana&Son Construction Co. $1,700.00 EACH $1,700.00 L. G. Roloff Construction Company, Inc. $1,650.00 EACH $1,650.00 Luxa Construction Co., Inc. $900.00 EACH $900.00 • M. E. Collins Contracting Co., Inc. $3,439.00 EACH $3,439.00 Page 11 of 12, 6/18/2008 1:55:48 PM, Bid Tabulation, Generated by:admin for project OPW 51109 :55:48 PM, Bid Tabulation, Generated by:admin for project OPW 51109 Q 0 a) y C) C) a abi . p N y 0 1 a. a) O N -- m O. § w o 3 3 tz., , a t 0. a• a) .a) y . b0.... Q. en b0.V C 4. O a ° aQ c 7 �( p o CC' p y a) N 0 o O. W W N ¢.Q a 00 D N by 0 69 0 N �0 0 C 0 U) C CO . a)ED N CO U Q 'y 'b O ,�, !� 77 C a. G+ p d C •m N �" id N 3 'C 3 3 e° N W , C 7-1 C L . OD ‹ c W • W • T. a C a k. y Oa y y F° a U ai () •N Je : 0) c a) . . o 0 D 0 .6. o a 04 a. w a. .n d .b n, . o > N ,a 2 N v N o N d N a0i 0 ' ❑ ' N . (.0 C l N N b ❑ 0 ... i v °' w7. QaW QQQa � wrnaaai3. oa ¢ wwUaU6n `� w W En 0 0 0 0 0 0 0 0 0 0 0 N O o 0 0 0 00 O o_ 0 0 0 0 0 0 UL [W CO C - N M C N N 7 C en N M 7 en )D r 00 C N M C ,--. N on ,-. N0 N. N N N N N M cn M on M M on on on 7 7 7 7 v) v% v) Cl) J I- . 0 F- 1 h h 1-h h h h N )r N-h h h h N- h h h h h h h h N- h h h h 1- x 0- V V O V V V V V V V V V V V V V V V V V V V V V V V V V V V co r r r r r r r r r r r r r r r r r r - .. . . . . . 1- E . N N N N N N N N N N-N N N N N N(V N N U N N N N N N N N N N N 0) E U J 0000 ,- rrr .- rrr .- rrrrrrrrrrr. 'a�t 3 C U)U)U)U) U)U)U)U)U) (n U)U)U)U)U)(n U)U)U)U)U) U)U)U)U)U) L N W I-- V! U r . . . . . . . . . . 2 O O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 O 0 m.w 'JO.Q 8— n) m M M M M M M M M M M M M M M M M M M M M M M M M M M C x J M M M M M M M M M M M M M M M-M M M M M M M M M M M c U) N U H (p 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .v O L U) (U M M M M M M M M M M M M M M M M M M M M M M M M M M Ul N "p N N N N N N N N N N NN N N N N N N N N N N N N N N • c O E l0 a 'n m p L 43074 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 • ~ o'0 E N N'N N U a) a) O_ O_ • N a) F_ cu "' O U) O U) E U) a O U j m Ova E • O) J N N r r 0 V 2 0 -p E maw 0 0 o r c o m o n o LL O C U)U)U))U)U)U)U)U)U)(n U)U) U)U)U)U)U)U)(n U) U)U)Ul Ul Ui I a U _ C U)O ' > O r . . . . . . . . . . r r r r V)LL U) O 1] m L 00000000000000000000000000 0 U) U M M M M C) n M M M M M M C)M M M M M M M M M M M M M I C H @.0 O /9 O x M M M M M M M M M M M M M M M M M M M M M M M M M M ) O U ] U a r- U) m 0 0 0 0 0 0 0 0 O O O O O O O 0 0 0 0 0 O O 0 0 0 0 1 - t co > U) C H ] M M M M M M M M M M M M M co M M M M M M M M M M co M ) ii C j CO N N N N N N N N N N N N N N N N N N N N N N N N N N N ) E O p h N C C O U) r N N U)M U) V U)U)U)W U)h ll')CO U7 m U)O.U)r N N U) M U)Q U)U) N C J .0 O r, M V N W h W m`- O r N r M r V r iQ N r r r r U ENwmL� C c0 W =- (oo - m or Onm Q Z 2 co co o r f SUBDIVISION AGREEMENT 72 BLONDO LOTS 1 THROUGH 3 This Subdivision Agreement,made this day of , 2008,by and between PDM, INC, a Nebraska corporation (hereinafter referred to as "Subdivider"), and the City of Omaha(hereinafter referred to as "City"). WHEREAS,the Subdivider is the owner of the land shown on the proposed plat attached hereto as Exhibit"A"(hereinafter referred to as "Property"); and, WHEREAS, the Subdivider wishes to connect the Property to the sewer system of the City of Omaha. NOW, THEREFORE, in consideration of the above, the following is agreed between the parties hereto: 1. Public Improvements. All required public improvements exist. 2. Water. Water mains exist to serve the Property. 3. Power. Electrical power exists to serve the Property. 4. Right to Connect to City Sewer System. The City hereby acknowledges that it has given the Subdivider the right to connect the Property to the City sanitary sewer system, subject to obtaining proper permits and paying the regular fees for sanitary sewer. 5. Sidewalks. Public sidewalks exist. 6. Retaining Walls. The repair,reconstruction or relocation of the existing retaining wall adjacent to Lots 1 and 2 along 72nd Street and Blondo Street right of ways shall be addressed with the Public Works Department at the time that applications for building permits for said lots are submitted. Subdivider shall require the purchasers of Lots 1 and 2 to assume this responsibility as a condition of sale. A. Ebdon Date Mayor's Office Date Finance Director Approved: ;L,..4%%W ----- Steve Scarpell ,Director Parks, Recreation and Public Property Department P:\insp\1067msp.doc. ns Contracting Co., Inc. • $2,500.00 per LS $2,500.00 54 900.054 CONSTRUCT ORNAMENTAL FENCE Engineeer's Estimate 40 @ $40.00 per LF $1,600.00 MBC Construction Co. $71.00 per LF $2,840.00 Charles Vrana&Son Construction Co. $70.00 per LF $2,800.00 L. G. Roloff Construction Company, Inc. $90.00 per LF $3,600.00 Luxa Construction Co.,Inc. $70.75 per LF $2,830.00 M. E.Collins Contracting Co., Inc. $120.00 per LF $4,800.00 55 900.055 CONSTRUCT SWPPP SIGN Engineeer's Estimate 1 @ $100.00 EACH $100.00 MBC Construction Co. $216.00 EACH $216.00 Charles Vrana&Son Construction Co. $250.00 EACH $250.00 • L. G. Roloff Construction Company, Inc. $320.00 EACH $320.00 Luxa Construction Co., Inc. $155.00 EACH $155.00 M. E. Collins Contracting Co., Inc. $689.00 EACH $689.00 56 900.056 CONSTRUCT CONSTRUCTION ENTRANCE Engineeer's Estimate 1 @ $1,000.00 EACH $1,000.00 MBC Construction Co. $1,080.20 EACH $1,080.20 Charles Vrana&Son Construction Co. $1,700.00 EACH $1,700.00 L. G. Roloff Construction Company, Inc. $1,650.00 EACH $1,650.00 Luxa Construction Co., Inc. $900.00 EACH $900.00 • M. E. Collins Contracting Co., Inc. $3,439.00 EACH $3,439.00 Page 11 of 12, 6/18/2008 1:55:48 PM, Bid Tabulation, Generated by:admin for project OPW 51109 :55:48 PM, Bid Tabulation, Generated by:admin for project OPW 51109 Q 0 a) y C) C) a abi . p N y 0 1 a. a) O N -- m O. § w o 3 3 tz., , a t 0. a• a) .a) y . b0.... Q. en b0.V C 4. O a ° aQ c 7 �( p o CC' p y a) N 0 o O. W W N ¢.Q a 00 D N by 0 69 0 N �0 0 C 0 U) C CO . a)ED N CO U Q 'y 'b O ,�, !� 77 C a. G+ p d C •m N �" id N 3 'C 3 3 e° N W , C 7-1 C L . OD ‹ c W • W • T. a C a k. y Oa y y F° a U ai () •N Je : 0) c a) . . o 0 D 0 .6. o a 04 a. w a. .n d .b n, . o > N ,a 2 N v N o N d N a0i 0 ' ❑ ' N . (.0 C l N N b ❑ 0 ... i v °' w7. QaW QQQa � wrnaaai3. oa ¢ wwUaU6n `� w W En 0 0 0 0 0 0 0 0 0 0 0 N O o 0 0 0 00 O o_ 0 0 0 0 0 0 UL [W CO C - N M C N N 7 C en N M 7 en )D r 00 C N M C ,--. N on ,-. N0 N. N N N N N M cn M on M M on on on 7 7 7 7 v) v% v) Cl) J I- . 0 F- 1 h h 1-h h h h N )r N-h h h h N- h h h h h h h h N- h h h h 1- x 0- V V O V V V V V V V V V V V V V V V V V V V V V V V V V V V co r r r r r r r r r r r r r r r r r r - .. . . . . . 1- E . N N N N N N N N N N-N N N N N N(V N N U N N N N N N N N N N N 0) E U J 0000 ,- rrr .- rrr .- rrrrrrrrrrr. 'a�t 3 C U)U)U)U) U)U)U)U)U) (n U)U)U)U)U)(n U)U)U)U)U) U)U)U)U)U) L N W I-- V! U r . . . . . . . . . . 2 O O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 O 0 m.w 'JO.Q 8— n) m M M M M M M M M M M M M M M M M M M M M M M M M M M C x J M M M M M M M M M M M M M M M-M M M M M M M M M M M c U) N U H (p 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .v O L U) (U M M M M M M M M M M M M M M M M M M M M M M M M M M Ul N "p N N N N N N N N N N NN N N N N N N N N N N N N N N • c O E l0 a 'n m p L 43074 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 • ~ o'0 E N N'N N U a) a) O_ O_ • N a) F_ cu "' O U) O U) E U) a O U j m Ova E • O) J N N r r 0 V 2 0 -p E maw 0 0 o r c o m o n o LL O C U)U)U))U)U)U)U)U)U)(n U)U) U)U)U)U)U)U)(n U) U)U)Ul Ul Ui I a U _ C U)O ' > O r . . . . . . . . . . r r r r V)LL U) O 1] m L 00000000000000000000000000 0 U) U M M M M C) n M M M M M M C)M M M M M M M M M M M M M I C H @.0 O /9 O x M M M M M M M M M M M M M M M M M M M M M M M M M M ) O U ] U a r- U) m 0 0 0 0 0 0 0 0 O O O O O O O 0 0 0 0 0 O O 0 0 0 0 1 - t co > U) C H ] M M M M M M M M M M M M M co M M M M M M M M M M co M ) ii C j CO N N N N N N N N N N N N N N N N N N N N N N N N N N N ) E O p h N C C O U) r N N U)M U) V U)U)U)W U)h ll')CO U7 m U)O.U)r N N U) M U)Q U)U) N C J .0 O r, M V N W h W m`- O r N r M r V r iQ N r r r r U ENwmL� C c0 W =- (oo - m or Onm Q Z 2 co co o ' 1 7. Binding Effect. This Subdivision Agreement shall be binding upon the parties, their successors and assigns, and shall run with the land shown on Exhibit"A". ATTEST: CITY OF OMAHA: CITY CLERK OF THE CITY OF OMAHA MAYOR APPROVED A TO FORM: � y SUBDIVIDER: PDM, INC Nebraska corporation �--� -Loos Jeffrey M. Keating, Vice President DATE ACKNOWLEDGEMENT OF NOTARY STATE OF ildfQ.skx ) ss COUNTY OF S ) The foregoing instrument was acknowledged before me this , � � day of ,' Jj)(Nve_..! 2008, by Jeffrey M. Keating, Vice President of PDM, INC., a Nebraska corporation. GENERAL NOTARY-State of Nebraska TDD 825-144-3 ;� BARBARA E.PETERSON ='— My Comm.Exp.Aug.21,2008 • • (J\ NOISW3N ' JI03OOZQl'MMM 311S03M .N4' ,I-did T�M1.3 W00'OOZ91®7YWLaL:IMY3 f39B9'ME'iOY:%V3 OBBB'OEE'i0t:3NOHd M .�1{ 211R1 W3 NM VS t88 MISVHB3N VHVWO OV09llIW 010 8E90t `el} s 900Z 'Ll 'WrY aiw saoRaiung pus,v meaughm Sumnsuop 7.4 , OaNOZa ZL '3NI`a3N2IO0 It N3SS332I0`NOSdWOHJ3061 2 1 ,00L ,L :31V29 2 Lci ` 3IZ Z J J N Z \'1/ ZN 0 gnuf:zNo N o N INpO�� = W o IV ... �‘ 3J 8K'aaaw`F�°�4/�°F BoRU O> ¢ y O aa ► R% mOa SK 2f Ca1.� O(<�¢ WOzw^7�53 ., Z r1 ..tl ` FOCU-WZO a0 ¢ U -U'gl Yas mm N w U 6 1 ,.'"% O1c-0,iltiircl d WQ ZS ¢ W OZ \ (� W T<-<'J¢� ¢ Wa. Z 6 4 3 0 1 ..� ¢ qS w o l W? O L>Uoo w Nmw Zp xi m = ..� / W QNrn�� �g ° 4 KLO U O O •. �� z zm0 Op03p a U< ~ U WFg10� SO i O S 0 YUU •UY o FWiomd�<Xrv1Q O Y f� G 1 aZO�z II 0N W w U r0 O R W%52°6<0zp2.,8? < <U< 2 pp � i $1~ r00 ZK O 7 m m r ° WSg S[FS vY Y 2S w S t gmi0lya -„'f i 0 cl S go . ° o to q:w c7 p¢ E. 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R � I W w~ 0 U �¢ LYO n0 --I.I- tab] II3 ♦4 2 � m l w8 o 'y3' 8 4 w • w I oo m A .41' vd ,00'9Z 1d r co= I is Q •.4 •cb 0 .gf', o1` go r1 I 0 ,mm1#M I .OL'SfZ ce ,093,tZ + ,�'4r .r5'Sa o •�''p@ ¢3 W U 3 NO0VO1030 AVM-lO-1HOW 1332115 VuZL S4'06 S'•j( _ .00.Of1 34 ,w.1'"' ' z o! 1 .1L-99► H1t10N o o} %.8:1 MONo °F Io00 NINON o ° 1 c o oa o o }� a $ D id a0 S 1 3 3 a 1 S PURL 8 .hd 0 F yyn�b __ — at s .< I / �t r i 11`t� of rew -826" 17 W O 1 I Al N 0 I i 1 10 0 d EXHIBIT "A" s 3 a 4_��� O ZNS omoo IA KUU n external loads.If a road requirements: minimum depth below the bottom of the accurately,in a reasonable and timely •Must be located at a site approved by a or railroad crossing currently uses casing and the waterway for compliance with then current manner,the location of the Magellan's Magellan field representative. road or sailroad is being widened and no other pipeline construction standards and federal,state, pipeline facilities in the vicinity of the •adjustment or relocation of the carrier pipe is Must provide adequate protection for and local regulations. proposed encroachment. required,then Magellan may elect to extend the Magellan's pipeline and other facilities,as b.Requirements for Waterway Crossings: casing pipe oil the existing crossing(s)to determined by the appropriate Magellan I)Minimum Angle or Crossing.Crossings 2. ONE-CALL NOTIFICATION.The accommodate additional road surface.If casing is engineer,so that the compacted cover meets should be as close to 90 degrees to Magellan following list is provided for aouveniatce,but used,it must not end under the roadway surface load-bearing requirements and provides pipeline(s)as possible,but not less than 45 is not warranted by Magellan to be complete adequate protection to limit stress on the track structure,but must extend across the or accurate(telephone numbers were copied entire length of the roadway or railroad right of Pipeline or other facilities. from each state's web site on 1/5/2004). way. Owner Is required to acquire and call the f.Railroad Crossing Requirements. Railroads appropriate One-Coll number(s)for Its shall be installed with a location of activity. • Page 11 of 17 Page 12 of 17 Page 13 of 17 Page 14 of 17 General Encroachment Requirements—(L.P.- 1/1/07) . of drilling fluids facilities through such gates. lines should cross Magellan g.Written Authorizations fur of any written documentation. occur,they shall be immediately 4) Angle of Fence Crossing.it pipeline(s)with at least 24 inches of Variance.Owner must have written 4) Pilot Hole. contained with hand-placed is preferred that fence vertical separation.Special written authorization from Magellan for any • The pilot hole shall be barriers(e.g.,hay bales,sand bags, crossings be as close to 90 authorization must be given in the variance from the vertical drilled along the path silt fences,etc.)and collected degrees as possible. event vertical separation is less than separation requirements listed above shown in the plan and using pumps as practical_If the that specified in these General and/or for any variance from the profile drawings.No pilot amount of surface return is not 3. )Landscaping,Elevation Encroachment Requirements.The requirement for hole shall be made that great enough to allow practical Chooses and Water, preferred method for a foreign will result in any of the collection,the affected area call be pipeline or utility to cross a Magellan encroaching utility being diluted with fresh water and the a.Landscaping Definition. pipeline is to cross below the installed in violation of fluid will be allowed to dry and Landscaping shall imitate, Magellan pipeline. taws and regulations or of dissipate naturally.If but not be limited to,trees, e.Warning Tape Required. When Magellan's requirements shrubs,underground any foreign pipeline or utility line is described herein. irrigation or sprinkler proposed to cross a Magellan However,safety for any systems,sidewalks or other pipeline,Owner must place 6"wide adjacent utilities and/or paths,retaining walls,terraces McMaster-Carr No.8288T12 or structures is of utmost or other land grade changes, equal within Magellan's Easement importance.Therefore, within Inlet ' the listing of separation distances or tolerances herein does not relieve . Owner hunt responsibility for safe operations or for damage to adjacent utilities and structures. • If tolerances are not specified in the plan and profile drawings,the pilot hole shall have the following tolerances: Page6of17 Page7ofl7 Page8of17 Page 9of17 Page 10 of 17 General Encroachment Requirements— (L.P.— 1/1/07) • C;25A CITY OF OMAHA LEGISLATIVE CHAMBER Omaha,Nebraska • RESOLVED BY THE CITY COUNCIL OF THE CITY OF OMAHA: WHEREAS, PDM, Inc. proposes to build a subdivision to be known as 72 Blondo (Lots 1-3)which will be located southeast of 72"a &Blondo Streets; and, WHEREAS, PDM, Inc. will build public and private improvements in this subdivision; and, WHEREAS,PDM,Inc.wishes to construct a sanitary sewer system and connect said system to the Sanitary Sewer System of the City of Omaha; and, WHEREAS,the parties wish to agree upon the manner and the extent to which public funds may be expended in connection with public improvements to be constructed within the area to be developed or serving the area to be developed and the extent to which the contemplated public improvements specifically benefit property in the area to be developed and to what extent the cost of the same shall be specially assessed; and, WHEREAS, a Subdivision Agreement has been prepared setting forth all the provisions mentioned above. NOW,THEREFORE,BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF OMAHA: THAT, the Subdivision Agreement between the City of Omaha and PDM, Inc., as recommended by the Mayor, providing for the public improvements and sewer connection to the Omaha Sanitary Sewer System, is hereby approved. The Subdivision is to be known as 72 Blondo (Lots 1-3) and is located southeast of 72nd &Blondo Streets. P:\msp\1068msp.doc APPROVED S TO FORM. or CITY ATTORNEY DATE By /00/44°1 Councilmember �� ��,,� JAN 2 6 2010 e y'� 7 /� e Q,p ter, a//Zt10 44) ,i�i�d o �orl o Q aw 64r'rti&a "C� City Clerk Approved Mayor J artment P:\insp\1067msp.doc. ns Contracting Co., Inc. • $2,500.00 per LS $2,500.00 54 900.054 CONSTRUCT ORNAMENTAL FENCE Engineeer's Estimate 40 @ $40.00 per LF $1,600.00 MBC Construction Co. $71.00 per LF $2,840.00 Charles Vrana&Son Construction Co. $70.00 per LF $2,800.00 L. G. Roloff Construction Company, Inc. $90.00 per LF $3,600.00 Luxa Construction Co.,Inc. $70.75 per LF $2,830.00 M. E.Collins Contracting Co., Inc. $120.00 per LF $4,800.00 55 900.055 CONSTRUCT SWPPP SIGN Engineeer's Estimate 1 @ $100.00 EACH $100.00 MBC Construction Co. $216.00 EACH $216.00 Charles Vrana&Son Construction Co. $250.00 EACH $250.00 • L. G. Roloff Construction Company, Inc. $320.00 EACH $320.00 Luxa Construction Co., Inc. $155.00 EACH $155.00 M. E. Collins Contracting Co., Inc. $689.00 EACH $689.00 56 900.056 CONSTRUCT CONSTRUCTION ENTRANCE Engineeer's Estimate 1 @ $1,000.00 EACH $1,000.00 MBC Construction Co. $1,080.20 EACH $1,080.20 Charles Vrana&Son Construction Co. $1,700.00 EACH $1,700.00 L. G. Roloff Construction Company, Inc. $1,650.00 EACH $1,650.00 Luxa Construction Co., Inc. $900.00 EACH $900.00 • M. E. Collins Contracting Co., Inc. $3,439.00 EACH $3,439.00 Page 11 of 12, 6/18/2008 1:55:48 PM, Bid Tabulation, Generated by:admin for project OPW 51109 :55:48 PM, Bid Tabulation, Generated by:admin for project OPW 51109 Q 0 a) y C) C) a abi . p N y 0 1 a. a) O N -- m O. § w o 3 3 tz., , a t 0. a• a) .a) y . b0.... Q. en b0.V C 4. O a ° aQ c 7 �( p o CC' p y a) N 0 o O. W W N ¢.Q a 00 D N by 0 69 0 N �0 0 C 0 U) C CO . a)ED N CO U Q 'y 'b O ,�, !� 77 C a. G+ p d C •m N �" id N 3 'C 3 3 e° N W , C 7-1 C L . OD ‹ c W • W • T. a C a k. y Oa y y F° a U ai () •N Je : 0) c a) . . o 0 D 0 .6. o a 04 a. w a. .n d .b n, . o > N ,a 2 N v N o N d N a0i 0 ' ❑ ' N . (.0 C l N N b ❑ 0 ... i v °' w7. QaW QQQa � wrnaaai3. oa ¢ wwUaU6n `� w W En 0 0 0 0 0 0 0 0 0 0 0 N O o 0 0 0 00 O o_ 0 0 0 0 0 0 UL [W CO C - N M C N N 7 C en N M 7 en )D r 00 C N M C ,--. N on ,-. N0 N. N N N N N M cn M on M M on on on 7 7 7 7 v) v% v) Cl) J I- . 0 F- 1 h h 1-h h h h N )r N-h h h h N- h h h h h h h h N- h h h h 1- x 0- V V O V V V V V V V V V V V V V V V V V V V V V V V V V V V co r r r r r r r r r r r r r r r r r r - .. . . . . . 1- E . N N N N N N N N N N-N N N N N N(V N N U N N N N N N N N N N N 0) E U J 0000 ,- rrr .- rrr .- rrrrrrrrrrr. 'a�t 3 C U)U)U)U) U)U)U)U)U) (n U)U)U)U)U)(n U)U)U)U)U) U)U)U)U)U) L N W I-- V! U r . . . . . . . . . . 2 O O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 O 0 m.w 'JO.Q 8— n) m M M M M M M M M M M M M M M M M M M M M M M M M M M C x J M M M M M M M M M M M M M M M-M M M M M M M M M M M c U) N U H (p 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .v O L U) (U M M M M M M M M M M M M M M M M M M M M M M M M M M Ul N "p N N N N N N N N N N NN N N N N N N N N N N N N N N • c O E l0 a 'n m p L 43074 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 • ~ o'0 E N N'N N U a) a) O_ O_ • N a) F_ cu "' O U) O U) E U) a O U j m Ova E • O) J N N r r 0 V 2 0 -p E maw 0 0 o r c o m o n o LL O C U)U)U))U)U)U)U)U)U)(n U)U) U)U)U)U)U)U)(n U) U)U)Ul Ul Ui I a U _ C U)O ' > O r . . . . . . . . . . r r r r V)LL U) O 1] m L 00000000000000000000000000 0 U) U M M M M C) n M M M M M M C)M M M M M M M M M M M M M I C H @.0 O /9 O x M M M M M M M M M M M M M M M M M M M M M M M M M M ) O U ] U a r- U) m 0 0 0 0 0 0 0 0 O O O O O O O 0 0 0 0 0 O O 0 0 0 0 1 - t co > U) C H ] M M M M M M M M M M M M M co M M M M M M M M M M co M ) ii C j CO N N N N N N N N N N N N N N N N N N N N N N N N N N N ) E O p h N C C O U) r N N U)M U) V U)U)U)W U)h ll')CO U7 m U)O.U)r N N U) M U)Q U)U) N C J .0 O r, M V N W h W m`- O r N r M r V r iQ N r r r r U ENwmL� C c0 W =- (oo - m or Onm Q Z 2 co co o 1 kh) 0 ,b N 5 8 0 g• R" aa. cn �C ' �i b o to 0 PD ,1 a • - 5 ' u (\ c`• to 2 o f c a, 2' v� I . 1 ‘ .0 6 , ,., cr,. AD , 1 \k :. ‘ti 0 '5' 5)-, D .t:3 'Pi) O 0 C ,,q g ° \, \ I Cr O cu � o N' � o�ora+ r rr vn kC O (D cn oo J D f'F1 V3; ki , 8 Z ...-I v . Jy Cr j, = k--- k--- , N.3 I cr* '`-' 0) k- ON . O c n(� .N o O LV Cil ) 1 r k V\ O\ 01 o- o t 4 ,, \ a%\ %-- 0 t. ' . ° '\ 0- (5% k \ k , q\,: h ,,.. ,- m k ciA k An' M. , 0 . t,{\. k, i % . \off ,, `� � A _ r ,%, � o \ d ommended by the Mayor, providing for the public improvements and sewer connection to the Omaha Sanitary Sewer System, is hereby approved. The Subdivision is to be known as 72 Blondo (Lots 1-3) and is located southeast of 72nd &Blondo Streets. P:\msp\1068msp.doc APPROVED S TO FORM. or CITY ATTORNEY DATE By /00/44°1 Councilmember �� ��,,� JAN 2 6 2010 e y'� 7 /� e Q,p ter, a//Zt10 44) ,i�i�d o �orl o Q aw 64r'rti&a "C� City Clerk Approved Mayor J artment P:\insp\1067msp.doc. ns Contracting Co., Inc. • $2,500.00 per LS $2,500.00 54 900.054 CONSTRUCT ORNAMENTAL FENCE Engineeer's Estimate 40 @ $40.00 per LF $1,600.00 MBC Construction Co. $71.00 per LF $2,840.00 Charles Vrana&Son Construction Co. $70.00 per LF $2,800.00 L. G. Roloff Construction Company, Inc. $90.00 per LF $3,600.00 Luxa Construction Co.,Inc. $70.75 per LF $2,830.00 M. E.Collins Contracting Co., Inc. $120.00 per LF $4,800.00 55 900.055 CONSTRUCT SWPPP SIGN Engineeer's Estimate 1 @ $100.00 EACH $100.00 MBC Construction Co. $216.00 EACH $216.00 Charles Vrana&Son Construction Co. $250.00 EACH $250.00 • L. G. Roloff Construction Company, Inc. $320.00 EACH $320.00 Luxa Construction Co., Inc. $155.00 EACH $155.00 M. E. Collins Contracting Co., Inc. $689.00 EACH $689.00 56 900.056 CONSTRUCT CONSTRUCTION ENTRANCE Engineeer's Estimate 1 @ $1,000.00 EACH $1,000.00 MBC Construction Co. $1,080.20 EACH $1,080.20 Charles Vrana&Son Construction Co. $1,700.00 EACH $1,700.00 L. G. Roloff Construction Company, Inc. $1,650.00 EACH $1,650.00 Luxa Construction Co., Inc. $900.00 EACH $900.00 • M. E. Collins Contracting Co., Inc. $3,439.00 EACH $3,439.00 Page 11 of 12, 6/18/2008 1:55:48 PM, Bid Tabulation, Generated by:admin for project OPW 51109 :55:48 PM, Bid Tabulation, Generated by:admin for project OPW 51109 Q 0 a) y C) C) a abi . p N y 0 1 a. a) O N -- m O. § w o 3 3 tz., , a t 0. a• a) .a) y . b0.... Q. en b0.V C 4. O a ° aQ c 7 �( p o CC' p y a) N 0 o O. W W N ¢.Q a 00 D N by 0 69 0 N �0 0 C 0 U) C CO . a)ED N CO U Q 'y 'b O ,�, !� 77 C a. G+ p d C •m N �" id N 3 'C 3 3 e° N W , C 7-1 C L . OD ‹ c W • W • T. a C a k. y Oa y y F° a U ai () •N Je : 0) c a) . . o 0 D 0 .6. o a 04 a. w a. .n d .b n, . o > N ,a 2 N v N o N d N a0i 0 ' ❑ ' N . (.0 C l N N b ❑ 0 ... i v °' w7. QaW QQQa � wrnaaai3. oa ¢ wwUaU6n `� w W En 0 0 0 0 0 0 0 0 0 0 0 N O o 0 0 0 00 O o_ 0 0 0 0 0 0 UL [W CO C - N M C N N 7 C en N M 7 en )D r 00 C N M C ,--. N on ,-. N0 N. N N N N N M cn M on M M on on on 7 7 7 7 v) v% v) Cl) J I- . 0 F- 1 h h 1-h h h h N )r N-h h h h N- h h h h h h h h N- h h h h 1- x 0- V V O V V V V V V V V V V V V V V V V V V V V V V V V V V V co r r r r r r r r r r r r r r r r r r - .. . . . . . 1- E . N N N N N N N N N N-N N N N N N(V N N U N N N N N N N N N N N 0) E U J 0000 ,- rrr .- rrr .- rrrrrrrrrrr. 'a�t 3 C U)U)U)U) U)U)U)U)U) (n U)U)U)U)U)(n U)U)U)U)U) U)U)U)U)U) L N W I-- V! U r . . . . . . . . . . 2 O O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 O 0 m.w 'JO.Q 8— n) m M M M M M M M M M M M M M M M M M M M M M M M M M M C x J M M M M M M M M M M M M M M M-M M M M M M M M M M M c U) N U H (p 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .v O L U) (U M M M M M M M M M M M M M M M M M M M M M M M M M M Ul N "p N N N N N N N N N N NN N N N N N N N N N N N N N N • c O E l0 a 'n m p L 43074 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 • ~ o'0 E N N'N N U a) a) O_ O_ • N a) F_ cu "' O U) O U) E U) a O U j m Ova E • O) J N N r r 0 V 2 0 -p E maw 0 0 o r c o m o n o LL O C U)U)U))U)U)U)U)U)U)(n U)U) U)U)U)U)U)U)(n U) U)U)Ul Ul Ui I a U _ C U)O ' > O r . . . . . . . . . . r r r r V)LL U) O 1] m L 00000000000000000000000000 0 U) U M M M M C) n M M M M M M C)M M M M M M M M M M M M M I C H @.0 O /9 O x M M M M M M M M M M M M M M M M M M M M M M M M M M ) O U ] U a r- U) m 0 0 0 0 0 0 0 0 O O O O O O O 0 0 0 0 0 O O 0 0 0 0 1 - t co > U) C H ] M M M M M M M M M M M M M co M M M M M M M M M M co M ) ii C j CO N N N N N N N N N N N N N N N N N N N N N N N N N N N ) E O p h N C C O U) r N N U)M U) V U)U)U)W U)h ll')CO U7 m U)O.U)r N N U) M U)Q U)U) N C J .0 O r, M V N W h W m`- O r N r M r V r iQ N r r r r U ENwmL� C c0 W =- (oo - m or Onm Q Z 2 co co o