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RES 2012-1471 - Contract with Neuvirth Construction Inc for OPW 52305, Burt-Izard pumping station junction box repair y 7� RECEIVED 40 Public Works Department Omaha/Douglas Civic Center {fir 12 Q C T 26 1111'It: Q G 1819 Farnam Street,Suite 601 November 6 , _s y _ � 2012 Omaha,Nebraska 68183-0601 5; '^ Po • 4ro (402)444-5220 41WD FESt°' CITY CLERK Fax(402)444-5248 City of Omaha 0 M A H A. N E B R A S K A Robert G.Stubbe,P.E. Jim Suttle,Mayor Public Works Director Honorable President and Members of the City Council, The attached Resolution approves the contract with Neuvirth Construction, Inc. for OPW 52305, being Burt-Izard Pumping Station Junction Box Repair. The following bids were received on October 17, 2012. A detailed bid tabulation is attached. Contractor Total Bid NEUVIRTH CONSTRUCTION, INC. $187,254.06 (LOW BID) L. G. Roloff Construction Co., Inc. $247,224.88 Judds Brothers Construction Co. $274,668.00 The contractor has a current Contract Compliance Report Form (CC-1) on file. As is City policy, the Human Rights and Relations Department will review the contractor to ensure compliance with the Contract Compliance Ordinance. The Finance Department is authorized to pay the cost of OPW 52305 from the FEMA Fund 12122, Operation Grants—Other Public Services Organization 132038, year 2012 expenditures. The Public Works Department recommends the acceptance of the bid from Neuvirth Construction, Inc. in the amount of $187,254.06, being the lowest and best bid received, and requests your consideration and approval of this Resolution. Respectfully submitted, Referred to City Council for Consideration: jo -i9-, z. /s. 2 ? •C /Z Ro ert G. Stubbe, P.E. Date Mayor's Of ice Date Public Works Director Approved as to Funding: App . -a. • Pam Spaccarotella Date Human ' igh s and Relations Date Finance Director Department 200112scp TAB Construction Company $2.40 per SY $960.00 K-2 Construction $1.55 per SY $620.00 Prudent Technologies $4.25 per SY $1,700.00 13 590.000 PERFORM TELEVISION INSPECTION Engineeer's Estimate 156 @ $3.00 per LF $468.00 Judds Bros Construction Co $4.00 per LF $624.00 Heimes Corp. $6.80 per LF $1,060.80 TAB Construction Company $3.00 per LF $468.00 K-2 Construction $2.30 per LF $358.80 Prudent Technologies $7.25 per LF $1,131.00 14 111.001 REMOVE AND REPLACE FENCE Engineeer's Estimate 50 @ $20.00 per LF $1,000.00 Judds Bros Construction Co $12.00 per LF $600.00 Heimes Corp. $61.00 per LF $3,050.00 TAB Construction Company $42.00 per LF $2,100.00 K-2 Construction $50.00 per LF $2,500.00 Prudent Technologies $67.50 per LF $3,375.00 Page 5 of 6, 9/27/2012 10:09:44 AM, Bid Tabulation, Generated by:guygerhard for project OPW 52295 CO F a • ar U S. oo U ►, 8s, con> w VI C 3 5: O " ' 'c COa a c 2 a p w 0p c o? do oo 06 ° .° 0 C c o n c -0 0I O iA O C la. CIO O C C LI < CZ 7 CO ...I) 5 o cc .. N =o CO o al .. COa O p. Q O F �, d a; QU dQ SQd Z ZdU ;; i w .Zct cn mended contribution rate. An asset valuation method is used to smooth the 1 LOTS 1 AND 2 .__ EXHIBIT "D" _.. ............... 90,tausf969t969MVWM69016961M69696969 MO16969699M �° � d d ,^ C NNNNNNNNNNNNNNNNNNNNNNNNNNIN < Hr NNNNNNNNNNNNNNNNNNNNNNNNNNN C C d E W • • • I nhnrrnnrnrnt`rnNINNI `nrNnr nrti n 0 u v . a C jd d i ..... .r r r r r.--r.--r r r r r r r I V' J° W C, C W 0 C N'- a 101.N C . •"1 69 69 V9 Vi 69 69 69 69(a(a 69 E9 f9 69 69 E9 6 69 69 69 f9 M M fa 69 69 M 69 E9 69 8(.32 c 0)O)0) O) 0) O) O)0)O) 0) O) O) O) O) O) O)0)0) 0) O)O)O)O) 0) 0) 0) I V' v v a v v v v v v v v v v v v v v v v v v v v v v v t n W • ' ' • 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 CY x C ( ' N N N N N N N N N N N N N N N(N N NN N N N N N N N 106 ' N0 W 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� 0 01 m N 69 69 69 V96969 69E9400 6969 69 N 69 69 69 69 69 69 69 69 69 69 V,6969696969 69 n n n n n n n n n nn n n n nn n n n n n n n n n n n n n n • Co O)O) 0)Ol O)O)O)O)O)Ol Ol O)O)o Ol 01 Ol 00 O)O)Ol O)O)O1 0)Ol O)O)o vttY avvtCYav ,IMLLY,1-0 r<r ,1ThCYCYt Co 0o ao 0o 0o Co Co 0o m m m Co m Co m oo m ao eo 0o Co m m Co m oo m oo m oo 00 I 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 N N N 12 J I 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 tW N N m ... E mP, y D NnlD Nn . d0)N d3 t0 OmO i0t0mt0 o _cm .w yyF- O W C ' lNDlnONnnNNNnNnnNNnNNNnN 0OMtOMMt0000M000OMMW 024 ,40 LL mml NNNNNNNNNNNNNNNNNNNNNNNNNN CCdV p x 7 I O o O O O O o O O o O o O O O O O O O O O o O o o O N 0, ( d • F; 11 ul U1 U1 vi ui to to ul ul U1 u1 U,ul uj u1 N u7 u1 ui ul U1 u1 ui vi to t. 10 i0 y d•O o C C C .-I o o Co o Co.t.-I c-1 C Co o o .-i -I o o C .-I-C.-1 o Ct • 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 N N N C O;C 0 ' 000000000000000000000000000000 E~ > E C IA—A O W d d II y.� 0 > d 0.0 � I (0 d,p y 0 oa I Of" Edda J >• m I d y .y O I d i y• C d ° Eo `°w12 to to to to to to to t0 to to to to to to to tc to to to to to to'to to to to 2 E c 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 Ox A Y a "' W C ' ' ' ' t0 t0 t0 M O M t0 t0 t0 t0 t0 m m O t0 t0 tO t0 O t0 t0 m tO t0 W M CID'. to 0 tD tD t0 t0 tO t0 UI U7 t0 t0 t0 t0 t0 lD t0 t0 O tD tD 60 tD tO tD t0 to t0 I .A C y O x c0 00000000000000000000000000 0 O N- m— Ui Ui tri Ui Ui vi 69 vi U,vi ui vi ui vi vi ui tri vi ui C.vi ui vi vi vi vi 000 Ia▪ A H> N Co .-I...i e-1 Co C o Co.-I .-I Co o Co Co C Co o.i C Co.i .i C Co A O O > (9 r LLN 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 N N N o w g10, d C C 0 to N vl N ul M Ul Ct U)to u)t0 U)N M CO U Ol to o ul H U)N ul M N V O ul C d y a E d o .-1 N M IA V tlJ n Di Oi~O .i,4 Co Co•1"'t N ''"I.a-•1'"t 'y Q,m d W M W .0 I • t d c j0 LL 0. `t= d Q Z y MO • (0 A . . Bid Tabulation Public Works Department Omaha, Nebraska Wednesday, October 17, 2012 Project Summary OPW 52305 English Yes Metric: No Description: Burt-Izard Pumping Station-Junction Box Repair Start Date: Completion Date: Labor Release Date: Field Book Number: Test Core Lengths: Council Resolution: Adoption Date: Percent Reserve Due: 10.0% Percent Complete: 0.0% Percent Time Used: 0.0% Engineer's Total: $245,347.00 Contract Total $0.00 Total Penalties: $0.00 Total Payments: $0.00 Contractor: Phone#: Fax#: Email address: Page 1 of 6, 10/17/2012 12:00:26 PM, Bid Tabulation, Generated by:guygerhard for project OPW 52305 ect OPW 52295 ons. P1n2914ece o si �El l •eti TO gg I!ilt =:7 • Account/Funding Summary Fund Org. Description Engineer Contract Penalties Payments 12122 132038 FEMA Fund-Operating Grants&Other $245,347.00 $0.00 $0.00 $0.00 Public Services $245,347.00 $0.00 $0.00 $0.00 Page 2 of 6, 10/17/2012 12:00:26 PM, Bid Tabulation, Generated by:guygerhard for project OPW 52305 Adoption Date: Percent Reserve Due: 10.0% Percent Complete: 0.0% Percent Time Used: 0.0% Engineer's Total: $245,347.00 Contract Total $0.00 Total Penalties: $0.00 Total Payments: $0.00 Contractor: Phone#: Fax#: Email address: Page 1 of 6, 10/17/2012 12:00:26 PM, Bid Tabulation, Generated by:guygerhard for project OPW 52305 ect OPW 52295 ons. P1n2914ece o si �El l •eti TO gg I!ilt =:7 Bid Summary(low to high bidder) Contractor Engineer's Estimate: $245,347.00 Diff From Low: $58,092.94 Neuvirth's Construction,Inc. Bid: $187,254.06 4917 Grand Avenue Diff From Low: $0.00 Omaha NE 68104- L.G.Roloff Construction Company,Inc. Bid: $247,224.88 10204 South 152nd Street Diff From Low: $59,970.82 Omaha NE 68138-3866 Judds Bros Construction Co Bid: $274,668.00 3835 N.68th St.,PO Box 5344 Diff From Low: $87,413.94 Lincoln NE 68505- Number of Bids: 3 • Low Bid: $187,254.06 High Bid: $274,668.00 Average Bid:: $236,382.31 • Page 3 of 6, 10/17/2012 12:00:26 PM, Bid Tabulation, Generated by:guygerhard for project OPW 52305 Type Line# Item# Description Quantity Price Total 1 900.001 MOBILIZATION/DEMOBILIZATION, BONDS,PERMITS AND INSURANCE Engineeer's Estimate 1 @ $32,000.00 per LS $32,000.00 Neuvirth's Construction, Inc. $8,500.00 per LS $8,500.00 L. G. Roloff Construction Company, Inc. $20,000.00 per LS $20,000.00 Judds Bros Construction Co $27,500.00 per LS $27,500.00 2 900.002 ALL REMAINING JUNCTION BOX REPAIRS DESIGNATED IN THE BIDDING DOCUMENTS Engineeer's Estimate 1 @ $71,000.00 per LS $71,000.00 Neuvirth's Construction, Inc. $100,500.00 per LS $100,500.00 L. G. Roloff Construction Company, Inc. $145,000.00 per LS $145,000.00 Judds Bros Construction Co $125,000.00 per LS $125,000.00 3 900.003 FINE GRADING Engineeer's Estimate 6387 @ $3.00 per SY $19,161.00 Neuvirth's Construction, Inc. $1.50 per SY $9,580.50 L.G. Roloff Construction Company, Inc. $0.45 per SY $2,874.15 Judds Bros Construction Co $1.00 per SY $6,387.00 4 900.004 SOIL AMENDMENT Engineeer's Estimate 2332 @ $15.00 per SY $34,980.00 Neuvirth's Construction, Inc. $6.00 per SY $13,992.00 L.G. Roloff Construction Company, Inc. $2.26 per SY $5,270.32 Judds Bros Construction Co $13.25 per SY $30,899.00 5 900.005 WOOD CHIP MULCH Engineeer's Estimate 170 @ $50.00 per CY $8,500.00 Neuvirth's Construction, Inc. $27.00 per CY $4,590.00 L.G. Roloff Construction Company, Inc. $37.22 per CY $6,327.40 Judds Bros Construction Co $60.00 per CY $10,200.00 6 900.006 STONE PATHS Engineeer's Estimate 155 @ $35.00 per SF $5,425.00 Neuvirth's Construction, Inc. $10.10 per SF $1,565.50 L.G. Roloff Construction Company, Inc. $20.30 per SF $3,146.50 Judds Bros Construction Co $18.00 per SF $2,790.00 7 900.007 IRRIGATION INSPECTION Engineeer's Estimate 1 @ $12,000.00 per LS $12,000.00 Neuvirth's Construction, Inc. $2,000.00 per LS $2,000.00 L.G. Roloff Construction Company, Inc. $169.17 per LS $169.17 Judds Bros Construction Co $2,200.00 per LS $2,200.00 8 900.008 IRRIGATION SPRAY HEADS Engineeer's Estimate 80 @ $20.00 EACH $1,600.00 Neuvirth's Construction, Inc. $55.00 EACH $4,400.00 L.G.Roloff Construction Company, Inc. $39.47 EACH $3,157.60 Judds Bros Construction Co $70.00 EACH $5,600.00 9 900.009 IRRIGATION QUICK COUPLER VALVE Engineeer's Estimate 3 @ $175.00 EACH $525.00 Neuvirth's Construction, Inc. $212.00 EACH $636.00 L.G. Roloff Construction Company, Inc. $163.53 EACH $490.59 Judds Bros Construction Co $150.00 EACH $450.00 Page 4 of 6, 10/17/2012 12:00:26 PM, Bid Tabulation, Generated by:guygerhard for project OPW 52305 nerated by:guygerhard for project OPW 52295 CO F a • ar U S. oo U ►, 8s, con> w VI C 3 5: O " ' 'c COa a c 2 a p w 0p c o? do oo 06 ° .° 0 C c o n c -0 0I O iA O C la. CIO O C C LI < CZ 7 CO ...I) 5 o cc .. N =o CO o al .. COa O p. Q O F �, d a; QU dQ SQd Z ZdU ;; i w .Zct cn mended contribution rate. An asset valuation method is used to smooth the 1 LOTS 1 AND 2 .__ EXHIBIT "D" _.. ............... 90,tausf969t969MVWM69016961M69696969 MO16969699M �° � d d ,^ C NNNNNNNNNNNNNNNNNNNNNNNNNNIN < Hr NNNNNNNNNNNNNNNNNNNNNNNNNNN C C d E W • • • I nhnrrnnrnrnt`rnNINNI `nrNnr nrti n 0 u v . a C jd d i ..... .r r r r r.--r.--r r r r r r r I V' J° W C, C W 0 C N'- a 101.N C . •"1 69 69 V9 Vi 69 69 69 69(a(a 69 E9 f9 69 69 E9 6 69 69 69 f9 M M fa 69 69 M 69 E9 69 8(.32 c 0)O)0) O) 0) O) O)0)O) 0) O) O) O) O) O) O)0)0) 0) O)O)O)O) 0) 0) 0) I V' v v a v v v v v v v v v v v v v v v v v v v v v v v t n W • ' ' • 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 CY x C ( ' N N N N N N N N N N N N N N N(N N NN N N N N N N N 106 ' N0 W 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� 0 01 m N 69 69 69 V96969 69E9400 6969 69 N 69 69 69 69 69 69 69 69 69 69 V,6969696969 69 n n n n n n n n n nn n n n nn n n n n n n n n n n n n n n • Co O)O) 0)Ol O)O)O)O)O)Ol Ol O)O)o Ol 01 Ol 00 O)O)Ol O)O)O1 0)Ol O)O)o vttY avvtCYav ,IMLLY,1-0 r<r ,1ThCYCYt Co 0o ao 0o 0o Co Co 0o m m m Co m Co m oo m ao eo 0o Co m m Co m oo m oo m oo 00 I 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 N N N 12 J I 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 tW N N m ... E mP, y D NnlD Nn . d0)N d3 t0 OmO i0t0mt0 o _cm .w yyF- O W C ' lNDlnONnnNNNnNnnNNnNNNnN 0OMtOMMt0000M000OMMW 024 ,40 LL mml NNNNNNNNNNNNNNNNNNNNNNNNNN CCdV p x 7 I O o O O O O o O O o O o O O O O O O O O O o O o o O N 0, ( d • F; 11 ul U1 U1 vi ui to to ul ul U1 u1 U,ul uj u1 N u7 u1 ui ul U1 u1 ui vi to t. 10 i0 y d•O o C C C .-I o o Co o Co.t.-I c-1 C Co o o .-i -I o o C .-I-C.-1 o Ct • 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 N N N C O;C 0 ' 000000000000000000000000000000 E~ > E C IA—A O W d d II y.� 0 > d 0.0 � I (0 d,p y 0 oa I Of" Edda J >• m I d y .y O I d i y• C d ° Eo `°w12 to to to to to to to t0 to to to to to to to tc to to to to to to'to to to to 2 E c 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 Ox A Y a "' W C ' ' ' ' t0 t0 t0 M O M t0 t0 t0 t0 t0 m m O t0 t0 tO t0 O t0 t0 m tO t0 W M CID'. to 0 tD tD t0 t0 tO t0 UI U7 t0 t0 t0 t0 t0 lD t0 t0 O tD tD 60 tD tO tD t0 to t0 I .A C y O x c0 00000000000000000000000000 0 O N- m— Ui Ui tri Ui Ui vi 69 vi U,vi ui vi ui vi vi ui tri vi ui C.vi ui vi vi vi vi 000 Ia▪ A H> N Co .-I...i e-1 Co C o Co.-I .-I Co o Co Co C Co o.i C Co.i .i C Co A O O > (9 r LLN 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 N N N o w g10, d C C 0 to N vl N ul M Ul Ct U)to u)t0 U)N M CO U Ol to o ul H U)N ul M N V O ul C d y a E d o .-1 N M IA V tlJ n Di Oi~O .i,4 Co Co•1"'t N ''"I.a-•1'"t 'y Q,m d W M W .0 I • t d c j0 LL 0. `t= d Q Z y MO • (0 A . . Type Line# Item# Description Quantity Price Total 10 900.010 IRRIGATION VALVES Engineeer's Estimate 10 @ $100.00 EACH $1,000.00 Neuvirth's Construction, Inc. $205.00 EACH $2,050.00 L.G.Roloff Construction Company, Inc. $101.50 EACH $1,015.00 Judds Bros Construction Co $205.00 EACH $2,050.00 11 900.011 IRRIGATION PIPE<=1"DIAMETER Engineeer's Estimate 100 a@ $20.00 per LF $2,000.00 Neuvirth's Construction, Inc. $6.30 per LF $630.00 L.G. Roloff Construction Company, Inc. $0.96 per LF $96.00 Judds Bros Construction Co $6.00 per LF $600.00 12 900.012 IRRIGATION PIPE>1"DIAMETER Engineeer's Estimate 100 @ $27.00 per LF $2,700.00 Neuvirth's Construction, Inc. $8.25 per LF $825.00 L.G. Roloff Construction Company, Inc. $2.71 per LF $271.00 Judds Bros Construction Co $8.00 per LF $800.00 13 605.000 SODDING Engineeer's Estimate 978 @ $3.00 per SY $2,934.00 Neuvirth's Construction, Inc. $5.40 per SY $5,281.20 L.G. Roloff Construction Company, Inc. • $4.06 per SY $3,970.68 Judds Bros Construction Co $5.00 per SY $4,890.00 14 900.014 SEEDING Engineeer's Estimate 3076 @ $1.25 per SY $3,845.00 Neuvirth's Construction, Inc. $1.11 per SY $3,414.36 ' L.G. Roloff Construction Company, Inc. $1.58 per SY $4,860.08 Judds Bros Construction Co $1.25 per SY $3,845.00 15 900.015 BUFFALOGRASS SPRIGGING Engineeer's Estimate 568 @ $14.00 per SY $7,952.00 Neuvirth's Construction, Inc. $6.00 per SY $3,408.00 • L.G. Roloff Construction Company, Inc. $17.88 per SY $10,155.84 Judds Bros Construction Co $18.00 per $10,224.00 16 900.016 TREES,2-2.5"CALIPER Engineeer's Estimate 10 @ $350.00 EACH $3,500.00 Neuvirth's Construction, Inc. $246.00 EACH $2,460.00 L.G. Roloff Construction Company,Inc. $439.83 EACH $4,398.30 Judds Bros Construction Co $320.00 EACH $3,200.00 17 900.017 TREES, 1.5-2"CALIPER Engineeer's Estimate 7 @ $200.00 EACH $1,400.00 Neuvirth's Construction, Inc. $246.00 EACH $1,722.00 L.G. Roloff Construction Company, Inc. $310.14 EACH $2,170.98 Judds Bros Construction Co $280.00 EACH $1,960.00 18 900.018 SHRUBS, 18-24"HEIGHT Engineeer's Estimate 59 @ $50.00 EACH $2,950.00 Neuvirth's Construction, Inc. $27.00 EACH • $1,593.00 L.G. Roloff Construction Company, Inc. $45.11 EACH $2,661.49 Judds Bros Construction Co $40.00 EACH $2,360.00 19 900.019 SHRUBS, 12-15"HEIGHT Engineeer's Estimate 144 @ $30.00 EACH $4,320.00 Neuvirth's Construction, Inc. $30.00 EACH $4,320.00 L.G.Roloff Construction Company, Inc. $49.62 EACH $7,145.28 Judds Bros Construction Co $42.00 EACH $6,048.00 Page 5 of 6, 10/17/2012 12:00:26 PM, Bid Tabulation, Generated by:guygerhard for project OPW 52305 06 ° .° 0 C c o n c -0 0I O iA O C la. CIO O C C LI < CZ 7 CO ...I) 5 o cc .. N =o CO o al .. COa O p. Q O F �, d a; QU dQ SQd Z ZdU ;; i w .Zct cn mended contribution rate. An asset valuation method is used to smooth the 1 LOTS 1 AND 2 .__ EXHIBIT "D" _.. ............... 90,tausf969t969MVWM69016961M69696969 MO16969699M �° � d d ,^ C NNNNNNNNNNNNNNNNNNNNNNNNNNIN < Hr NNNNNNNNNNNNNNNNNNNNNNNNNNN C C d E W • • • I nhnrrnnrnrnt`rnNINNI `nrNnr nrti n 0 u v . a C jd d i ..... .r r r r r.--r.--r r r r r r r I V' J° W C, C W 0 C N'- a 101.N C . •"1 69 69 V9 Vi 69 69 69 69(a(a 69 E9 f9 69 69 E9 6 69 69 69 f9 M M fa 69 69 M 69 E9 69 8(.32 c 0)O)0) O) 0) O) O)0)O) 0) O) O) O) O) O) O)0)0) 0) O)O)O)O) 0) 0) 0) I V' v v a v v v v v v v v v v v v v v v v v v v v v v v t n W • ' ' • 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 CY x C ( ' N N N N N N N N N N N N N N N(N N NN N N N N N N N 106 ' N0 W 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� 0 01 m N 69 69 69 V96969 69E9400 6969 69 N 69 69 69 69 69 69 69 69 69 69 V,6969696969 69 n n n n n n n n n nn n n n nn n n n n n n n n n n n n n n • Co O)O) 0)Ol O)O)O)O)O)Ol Ol O)O)o Ol 01 Ol 00 O)O)Ol O)O)O1 0)Ol O)O)o vttY avvtCYav ,IMLLY,1-0 r<r ,1ThCYCYt Co 0o ao 0o 0o Co Co 0o m m m Co m Co m oo m ao eo 0o Co m m Co m oo m oo m oo 00 I 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 N N N 12 J I 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 tW N N m ... E mP, y D NnlD Nn . d0)N d3 t0 OmO i0t0mt0 o _cm .w yyF- O W C ' lNDlnONnnNNNnNnnNNnNNNnN 0OMtOMMt0000M000OMMW 024 ,40 LL mml NNNNNNNNNNNNNNNNNNNNNNNNNN CCdV p x 7 I O o O O O O o O O o O o O O O O O O O O O o O o o O N 0, ( d • F; 11 ul U1 U1 vi ui to to ul ul U1 u1 U,ul uj u1 N u7 u1 ui ul U1 u1 ui vi to t. 10 i0 y d•O o C C C .-I o o Co o Co.t.-I c-1 C Co o o .-i -I o o C .-I-C.-1 o Ct • 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 N N N C O;C 0 ' 000000000000000000000000000000 E~ > E C IA—A O W d d II y.� 0 > d 0.0 � I (0 d,p y 0 oa I Of" Edda J >• m I d y .y O I d i y• C d ° Eo `°w12 to to to to to to to t0 to to to to to to to tc to to to to to to'to to to to 2 E c 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 Ox A Y a "' W C ' ' ' ' t0 t0 t0 M O M t0 t0 t0 t0 t0 m m O t0 t0 tO t0 O t0 t0 m tO t0 W M CID'. to 0 tD tD t0 t0 tO t0 UI U7 t0 t0 t0 t0 t0 lD t0 t0 O tD tD 60 tD tO tD t0 to t0 I .A C y O x c0 00000000000000000000000000 0 O N- m— Ui Ui tri Ui Ui vi 69 vi U,vi ui vi ui vi vi ui tri vi ui C.vi ui vi vi vi vi 000 Ia▪ A H> N Co .-I...i e-1 Co C o Co.-I .-I Co o Co Co C Co o.i C Co.i .i C Co A O O > (9 r LLN 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 N N N o w g10, d C C 0 to N vl N ul M Ul Ct U)to u)t0 U)N M CO U Ol to o ul H U)N ul M N V O ul C d y a E d o .-1 N M IA V tlJ n Di Oi~O .i,4 Co Co•1"'t N ''"I.a-•1'"t 'y Q,m d W M W .0 I • t d c j0 LL 0. `t= d Q Z y MO • (0 A . . Type Line# Item# Description Quantity Price Total 20 900.020 PERENNIALS,2 GAL. Engineeer's Estimate 70 @ $25.00 EACH $1,750.00 Neuvirth's Construction, Inc. $13.00 EACH $910.00 L.G. Roloff Construction Company, Inc. $24.81 EACH $1,736.70 Judds Bros Construction Co $30.00 EACH $2,100.00 21 900.021 PERENNIALS, 1 GAL. Engineeer's Estimate 457 @ $15.00 EACH $6,855.00 Neuvirth's Construction, Inc. $7.00 EACH $3,199.00 L.G. Roloff Construction Company,Inc. $10.15 EACH $4,638.55 Judds Bros Construction Co $20.00 EACH $9,140.00 22 900.022 PERENNIALS, 1 QT. Engineeer's Estimate 95 @ $10.00 EACH $950.00 Neuvirth's Construction, Inc. $4.50 EACH $427.50 L.G. Roloff Construction Company,Inc. $10.15 EACH $964.25 Judds Bros Construction Co $15.00 EACH $1,425.00 23 900.023 CURB REPAIR Engineeer's Estimate 250 @ $72.00 per LF $18,000.00 Neuvirth's Construction, Inc. $45.00 per LF $11,250.00 L.G. Roloff Construction Company, Inc. $66.82 per LF $16,705.00 Judds Bros Construction Co $60.00 per LF $15,000.00 (LINES 1 Through 23 INCLUSIVE) Bid Tabulation, generated • gu gerhar on 10/17/2012 12:00:26 PM for project OPW 52305 CERTIFIED BY: �� ��G L% DATE: In 7�/z • • Page 6 of 6, 10/17/2012 12:00:26 PM, Bid Tabulation, Generated by: guygerhard for project OPW 52305 $1.25 per SY $3,845.00 15 900.015 BUFFALOGRASS SPRIGGING Engineeer's Estimate 568 @ $14.00 per SY $7,952.00 Neuvirth's Construction, Inc. $6.00 per SY $3,408.00 • L.G. Roloff Construction Company, Inc. $17.88 per SY $10,155.84 Judds Bros Construction Co $18.00 per $10,224.00 16 900.016 TREES,2-2.5"CALIPER Engineeer's Estimate 10 @ $350.00 EACH $3,500.00 Neuvirth's Construction, Inc. $246.00 EACH $2,460.00 L.G. Roloff Construction Company,Inc. $439.83 EACH $4,398.30 Judds Bros Construction Co $320.00 EACH $3,200.00 17 900.017 TREES, 1.5-2"CALIPER Engineeer's Estimate 7 @ $200.00 EACH $1,400.00 Neuvirth's Construction, Inc. $246.00 EACH $1,722.00 L.G. Roloff Construction Company, Inc. $310.14 EACH $2,170.98 Judds Bros Construction Co $280.00 EACH $1,960.00 18 900.018 SHRUBS, 18-24"HEIGHT Engineeer's Estimate 59 @ $50.00 EACH $2,950.00 Neuvirth's Construction, Inc. $27.00 EACH • $1,593.00 L.G. Roloff Construction Company, Inc. $45.11 EACH $2,661.49 Judds Bros Construction Co $40.00 EACH $2,360.00 19 900.019 SHRUBS, 12-15"HEIGHT Engineeer's Estimate 144 @ $30.00 EACH $4,320.00 Neuvirth's Construction, Inc. $30.00 EACH $4,320.00 L.G.Roloff Construction Company, Inc. $49.62 EACH $7,145.28 Judds Bros Construction Co $42.00 EACH $6,048.00 Page 5 of 6, 10/17/2012 12:00:26 PM, Bid Tabulation, Generated by:guygerhard for project OPW 52305 06 ° .° 0 C c o n c -0 0I O iA O C la. CIO O C C LI < CZ 7 CO ...I) 5 o cc .. N =o CO o al .. COa O p. Q O F �, d a; QU dQ SQd Z ZdU ;; i w .Zct cn mended contribution rate. An asset valuation method is used to smooth the 1 LOTS 1 AND 2 .__ EXHIBIT "D" _.. ............... 90,tausf969t969MVWM69016961M69696969 MO16969699M �° � d d ,^ C NNNNNNNNNNNNNNNNNNNNNNNNNNIN < Hr NNNNNNNNNNNNNNNNNNNNNNNNNNN C C d E W • • • I nhnrrnnrnrnt`rnNINNI `nrNnr nrti n 0 u v . a C jd d i ..... .r r r r r.--r.--r r r r r r r I V' J° W C, C W 0 C N'- a 101.N C . •"1 69 69 V9 Vi 69 69 69 69(a(a 69 E9 f9 69 69 E9 6 69 69 69 f9 M M fa 69 69 M 69 E9 69 8(.32 c 0)O)0) O) 0) O) O)0)O) 0) O) O) O) O) O) O)0)0) 0) O)O)O)O) 0) 0) 0) I V' v v a v v v v v v v v v v v v v v v v v v v v v v v t n W • ' ' • 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 CY x C ( ' N N N N N N N N N N N N N N N(N N NN N N N N N N N 106 ' N0 W 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� 0 01 m N 69 69 69 V96969 69E9400 6969 69 N 69 69 69 69 69 69 69 69 69 69 V,6969696969 69 n n n n n n n n n nn n n n nn n n n n n n n n n n n n n n • Co O)O) 0)Ol O)O)O)O)O)Ol Ol O)O)o Ol 01 Ol 00 O)O)Ol O)O)O1 0)Ol O)O)o vttY avvtCYav ,IMLLY,1-0 r<r ,1ThCYCYt Co 0o ao 0o 0o Co Co 0o m m m Co m Co m oo m ao eo 0o Co m m Co m oo m oo m oo 00 I 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 N N N 12 J I 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 tW N N m ... E mP, y D NnlD Nn . d0)N d3 t0 OmO i0t0mt0 o _cm .w yyF- O W C ' lNDlnONnnNNNnNnnNNnNNNnN 0OMtOMMt0000M000OMMW 024 ,40 LL mml NNNNNNNNNNNNNNNNNNNNNNNNNN CCdV p x 7 I O o O O O O o O O o O o O O O O O O O O O o O o o O N 0, ( d • F; 11 ul U1 U1 vi ui to to ul ul U1 u1 U,ul uj u1 N u7 u1 ui ul U1 u1 ui vi to t. 10 i0 y d•O o C C C .-I o o Co o Co.t.-I c-1 C Co o o .-i -I o o C .-I-C.-1 o Ct • 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 N N N C O;C 0 ' 000000000000000000000000000000 E~ > E C IA—A O W d d II y.� 0 > d 0.0 � I (0 d,p y 0 oa I Of" Edda J >• m I d y .y O I d i y• C d ° Eo `°w12 to to to to to to to t0 to to to to to to to tc to to to to to to'to to to to 2 E c 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 Ox A Y a "' W C ' ' ' ' t0 t0 t0 M O M t0 t0 t0 t0 t0 m m O t0 t0 tO t0 O t0 t0 m tO t0 W M CID'. to 0 tD tD t0 t0 tO t0 UI U7 t0 t0 t0 t0 t0 lD t0 t0 O tD tD 60 tD tO tD t0 to t0 I .A C y O x c0 00000000000000000000000000 0 O N- m— Ui Ui tri Ui Ui vi 69 vi U,vi ui vi ui vi vi ui tri vi ui C.vi ui vi vi vi vi 000 Ia▪ A H> N Co .-I...i e-1 Co C o Co.-I .-I Co o Co Co C Co o.i C Co.i .i C Co A O O > (9 r LLN 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 N N N o w g10, d C C 0 to N vl N ul M Ul Ct U)to u)t0 U)N M CO U Ol to o ul H U)N ul M N V O ul C d y a E d o .-1 N M IA V tlJ n Di Oi~O .i,4 Co Co•1"'t N ''"I.a-•1'"t 'y Q,m d W M W .0 I • t d c j0 LL 0. `t= d Q Z y MO • (0 A . . C-25A CITY OF OMAHA LEGISLATIVE CHAMBER Omaha,Nebraska RESOLVED BY THE CITY COUNCIL OF THE CITY OF OMAHA: 0 WHEREAS, bids were submitted on October 17, 2012 for OPW 52305, being Burtzard Pumping Station Junction Box Repair; and, _ G WHEREAS, Neuvirth Construction, Inc. submitted a bid of $187,254.06, being the lowest and best bid received for OPW 52305. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF OMAHA: THAT, as recommended by the Mayor, the contract with Neuvirth Construction, Inc. for OPW 52305, being Burt-Izard Pumping Station Junction Box Repair, in the amount of $187,254.06 is herby approved; and, that the Finance Department is authorized to pay this cost from the FEMA Fund 12122, Operation Grants — Other Public Services Organization 132038, year 2012 expenditures. 200212scp APPROVED AS TO FORM: .4/7( - -- /P•Qc Z. A£5 7 CITY ATTORNEY DATE By..%-2074 . u� ilmember Adopted OV — • 2012 6-0 . City Clerk // /'/ c Approved.... . Mayor struction Company, Inc. $66.82 per LF $16,705.00 Judds Bros Construction Co $60.00 per LF $15,000.00 (LINES 1 Through 23 INCLUSIVE) Bid Tabulation, generated • gu gerhar on 10/17/2012 12:00:26 PM for project OPW 52305 CERTIFIED BY: �� ��G L% DATE: In 7�/z • • Page 6 of 6, 10/17/2012 12:00:26 PM, Bid Tabulation, Generated by: guygerhard for project OPW 52305 $1.25 per SY $3,845.00 15 900.015 BUFFALOGRASS SPRIGGING Engineeer's Estimate 568 @ $14.00 per SY $7,952.00 Neuvirth's Construction, Inc. $6.00 per SY $3,408.00 • L.G. Roloff Construction Company, Inc. $17.88 per SY $10,155.84 Judds Bros Construction Co $18.00 per $10,224.00 16 900.016 TREES,2-2.5"CALIPER Engineeer's Estimate 10 @ $350.00 EACH $3,500.00 Neuvirth's Construction, Inc. $246.00 EACH $2,460.00 L.G. Roloff Construction Company,Inc. $439.83 EACH $4,398.30 Judds Bros Construction Co $320.00 EACH $3,200.00 17 900.017 TREES, 1.5-2"CALIPER Engineeer's Estimate 7 @ $200.00 EACH $1,400.00 Neuvirth's Construction, Inc. $246.00 EACH $1,722.00 L.G. Roloff Construction Company, Inc. $310.14 EACH $2,170.98 Judds Bros Construction Co $280.00 EACH $1,960.00 18 900.018 SHRUBS, 18-24"HEIGHT Engineeer's Estimate 59 @ $50.00 EACH $2,950.00 Neuvirth's Construction, Inc. $27.00 EACH • $1,593.00 L.G. Roloff Construction Company, Inc. $45.11 EACH $2,661.49 Judds Bros Construction Co $40.00 EACH $2,360.00 19 900.019 SHRUBS, 12-15"HEIGHT Engineeer's Estimate 144 @ $30.00 EACH $4,320.00 Neuvirth's Construction, Inc. $30.00 EACH $4,320.00 L.G.Roloff Construction Company, Inc. $49.62 EACH $7,145.28 Judds Bros Construction Co $42.00 EACH $6,048.00 Page 5 of 6, 10/17/2012 12:00:26 PM, Bid Tabulation, Generated by:guygerhard for project OPW 52305 06 ° .° 0 C c o n c -0 0I O iA O C la. CIO O C C LI < CZ 7 CO ...I) 5 o cc .. N =o CO o al .. COa O p. Q O F �, d a; QU dQ SQd Z ZdU ;; i w .Zct cn mended contribution rate. An asset valuation method is used to smooth the 1 LOTS 1 AND 2 .__ EXHIBIT "D" _.. ............... 90,tausf969t969MVWM69016961M69696969 MO16969699M �° � d d ,^ C NNNNNNNNNNNNNNNNNNNNNNNNNNIN < Hr NNNNNNNNNNNNNNNNNNNNNNNNNNN C C d E W • • • I nhnrrnnrnrnt`rnNINNI `nrNnr nrti n 0 u v . a C jd d i ..... .r r r r r.--r.--r r r r r r r I V' J° W C, C W 0 C N'- a 101.N C . •"1 69 69 V9 Vi 69 69 69 69(a(a 69 E9 f9 69 69 E9 6 69 69 69 f9 M M fa 69 69 M 69 E9 69 8(.32 c 0)O)0) O) 0) O) O)0)O) 0) O) O) O) O) O) O)0)0) 0) O)O)O)O) 0) 0) 0) I V' v v a v v v v v v v v v v v v v v v v v v v v v v v t n W • ' ' • 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 CY x C ( ' N N N N N N N N N N N N N N N(N N NN N N N N N N N 106 ' N0 W 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� 0 01 m N 69 69 69 V96969 69E9400 6969 69 N 69 69 69 69 69 69 69 69 69 69 V,6969696969 69 n n n n n n n n n nn n n n nn n n n n n n n n n n n n n n • Co O)O) 0)Ol O)O)O)O)O)Ol Ol O)O)o Ol 01 Ol 00 O)O)Ol O)O)O1 0)Ol O)O)o vttY avvtCYav ,IMLLY,1-0 r<r ,1ThCYCYt Co 0o ao 0o 0o Co Co 0o m m m Co m Co m oo m ao eo 0o Co m m Co m oo m oo m oo 00 I 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 N N N 12 J I 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 tW N N m ... E mP, y D NnlD Nn . d0)N d3 t0 OmO i0t0mt0 o _cm .w yyF- O W C ' lNDlnONnnNNNnNnnNNnNNNnN 0OMtOMMt0000M000OMMW 024 ,40 LL mml NNNNNNNNNNNNNNNNNNNNNNNNNN CCdV p x 7 I O o O O O O o O O o O o O O O O O O O O O o O o o O N 0, ( d • F; 11 ul U1 U1 vi ui to to ul ul U1 u1 U,ul uj u1 N u7 u1 ui ul U1 u1 ui vi to t. 10 i0 y d•O o C C C .-I o o Co o Co.t.-I c-1 C Co o o .-i -I o o C .-I-C.-1 o Ct • 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 N N N C O;C 0 ' 000000000000000000000000000000 E~ > E C IA—A O W d d II y.� 0 > d 0.0 � I (0 d,p y 0 oa I Of" Edda J >• m I d y .y O I d i y• C d ° Eo `°w12 to to to to to to to t0 to to to to to to to tc to to to to to to'to to to to 2 E c 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 Ox A Y a "' W C ' ' ' ' t0 t0 t0 M O M t0 t0 t0 t0 t0 m m O t0 t0 tO t0 O t0 t0 m tO t0 W M CID'. to 0 tD tD t0 t0 tO t0 UI U7 t0 t0 t0 t0 t0 lD t0 t0 O tD tD 60 tD tO tD t0 to t0 I .A C y O x c0 00000000000000000000000000 0 O N- m— Ui Ui tri Ui Ui vi 69 vi U,vi ui vi ui vi vi ui tri vi ui C.vi ui vi vi vi vi 000 Ia▪ A H> N Co .-I...i e-1 Co C o Co.-I .-I Co o Co Co C Co o.i C Co.i .i C Co A O O > (9 r LLN 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 N N N o w g10, d C C 0 to N vl N ul M Ul Ct U)to u)t0 U)N M CO U Ol to o ul H U)N ul M N V O ul C d y a E d o .-1 N M IA V tlJ n Di Oi~O .i,4 Co Co•1"'t N ''"I.a-•1'"t 'y Q,m d W M W .0 I • t d c j0 LL 0. `t= d Q Z y MO • (0 A . . • No Woo s9 po co t I 00 Ihfl P . Co CD 0 Z w •• N ` Jrri •� Cd CD O UfiUp <ON 7nO l C : n cn CD-. O CIO 1Ot co • • k Y� 10204 South 152nd Street Diff From Low: $59,970.82 Omaha NE 68138-3866 Judds Bros Construction Co Bid: $274,668.00 3835 N.68th St.,PO Box 5344 Diff From Low: $87,413.94 Lincoln NE 68505- Number of Bids: 3 • Low Bid: $187,254.06 High Bid: $274,668.00 Average Bid:: $236,382.31 • Page 3 of 6, 10/17/2012 12:00:26 PM, Bid Tabulation, Generated by:guygerhard for project OPW 52305