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RES 2010-0540 - Contract with Luxa Construction Co Inc for OPW 51913, pedestrian bridge ramp reconstruction at 98th St and W Center Rd f A 01,AAHA,n,E� .`„� Public Works Department ('��,.� 0 ,1; R F I t,l Omaha/Douglas Gvic Center _tr=5% k, `a n 1819 Famacn Street,Suite 601 z�'r1��� May 4, 2010 -� Omaha,Nebraska 68183-0601 (402)444 5220 AO Fax(402)444-5248 c, {4 ���FD FEBR�� CITY� ff CLERK City of Omaha O'M A H A, NEB A S K A Robert G.Stubbe,P.E. Jim Suttle,Mayor Public Works Director Honorable si n President t and Members of the City Council, The attached Resolution approves the contract with Luxa Construction Co., Inc. for OPW 51913, being pedestrian bridge ramp reconstruction at 98th Street and West Center Road. The following bids were received on April 7, 2010. A detailed bid tabulation is attached. Contractor Total Bid LUXA CONSTRUCTION CO., INC. $ 70,000.00 (LOW BID) Daedalus Construction $ 76,326.03 JMN Construction $ 95,357.70 McC LLC $119,942.24 The contractor has on file a current Contract Compliance Report Form (CC-1). 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 51913 from the Street and Highway Allocation Fund 12131, Bridge Maintenance Rehabilitation Organization 116164. The Public Works Department recommends the acceptance of the bid from Luxa Construction Co., Inc. in the amount of$70,000.00, being the lowest and best bid received, and requests your consideration and approval of this Resolution. Respectfully submitted, Referred to ' y Council for Consideration: if R ert G. Stubbe, P.E. Date May r' Of ce Date Public Works Director Approved as to Funding: Approved: ." 4416--71) '' ,10)461(1__Ae9-th.e. 4/ke-ho Pam Spacc otella Date Human Rights and Relations Date `D-Q Finance Director Department 1387 l0scp Construction Management Contractors,LLC(CMC) $74.64 EACH $746.40 Coleman Construction Company, Inc. $310.00 EACH $3,100.00 Swain Construction, Inc. $185.00 EACH $1,850.00 27 900.027 CURB RAMP CONSTRUCTION BARRICADING/TEMPORARY STOP SIGNS . Engineeer's Estimate 1 @ $1,000.00 per LS $1,000.00 Jackson's Complete Concrete $3,500.00 per LS $3,500.00 Premier Development $2,000.00 per LS $2,000.00 Construction Management Contractors, LLC(CMC) $1,067.48 per LS $1,067.48 Coleman Construction Company, Inc. $2,400.00 per LS $2,400.00 Swain Construction, Inc. $2,500.00 per LS $2,500.00 (LINES 1 Through 27 INCLUSIVE) Bid Tabulation, generate. . .dmi on 3/ / 10 12:15:30 PM for project OPW 51887 / / //o CERTIFIED BY: 10 ��� 0 /DATE: Page 7 of 7, 3/31/2010 12:15:30 PM, Bid Tabulation, Generated by:admin for project OPW 51887 4 Construction Management Contractors,LLC(CMC) $13.34 per SF $1,3,34.00 Coleman Construction Company, Inc. $18.00 per SF $1,800.00 Swain Construction, Inc. $22.00 per SF $2,200.00 • Page 6 of 7, 3/31/2010 12:15:30 PM, Bid Tabulation, Generated by: admin for project OPW 51887 G F Wg �gj F rj = <eeee N W F y LIJg Z rg6 W t 214 N 8g g '1046 gaW-< gi g W d _ `�i,g3,zb Kt W -z.Agg" e Q b= W �� a$b€8 U 831J'5 T, S Nb 8.4 �Pc'Eo gWg a1 O 'CC 0g0 a Rs dW -I? 3Fb �o r F I� 1S1. � J'0 8 �� W z 0_ga§ J <§3 x Q en §f q.c.c lgE6 ,, 3 ZULt kd (n.ZginiCi.ge,ivitc'n 'a O h:,z6B.2i3n R c a 1, b°n,a 9 4 1 1 it, lErg iriljii5tip51 3 Q§..,151 1i5l,- g i� •at F., 4 as t.] •-y ..c� 9 i° 1�i1 t�1� 1 !°a°v R o 18'I!le Q6 Ps�rs g2$=P'81 z m „ ! o ;11 gill+ E!il QiAi11 1 4:11 fil 1 !a Ragg2Rs"oF80E2, C o r zz n 6 Z I'i i511tiiali R � 453GpQRii 1gQ-fir`16y' v a e. 2 g—.. sBAs- moss^ O 1 R 1 } all QFF6is�"Bi/°_ i"4°RSdpvi pi 3� .Q “3, A_-x9 �' 1"� a 14 ■se 1 le i ithl R 1' AR 5pR'�'44 R15' 4 f9 • _ ° 0 1�1) ilgaillilja 1.1;1g ibrl! ` pillrEii=11f1! i 11 6 f E 0c9 I:i[v!@,!t 3v0i9gg19+ta , n15F64136ta ; li i ! , a• �o. REVISIONS _ °ESCRO * DATE er a 0 . . 0 .' g .SHANNON.HEIGHTS ADDITION1.1111 1 '4i 1TJ $ • 1 € 1 RNAL PLAT A, € g a gm e — 1 J Bid Tabulation • •Public Works Department Omaha, Nebraska Wednesday, April 07, 2010 Project Summary OPW.51913 English Yes Metric: No Description: Reconstruction of a Pedestrian Bridge Ramp at 98th Street&West Center Road 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: $80,235.04 Contract Total $0.00 Total Penalties: $0.00 Total Payments: $0.00 Contractor: Phone#: Fax#: Email address: • II Page 1 of 5, 4/7/2010 12:02:15 PM, Bid Tabulation, Generated by:admin for project OPW 51913 Generated by:admin for project OPW 51887 Account/Funding Summary Fund Org. Description Engineer Contract Penalties Payments 12131 116164 Bridge Maintenance Rehabilitation $80,235.04 $0.00 $0.00 $0.00 $80,235.04 $0.00 $0.00 $0.00 Page 2 of 5, 4/7/2010 12:02:15 PM, Bid Tabulation, Generated by: admin for project OPW 51913 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: $80,235.04 Contract Total $0.00 Total Penalties: $0.00 Total Payments: $0.00 Contractor: Phone#: Fax#: Email address: • II Page 1 of 5, 4/7/2010 12:02:15 PM, Bid Tabulation, Generated by:admin for project OPW 51913 Generated by:admin for project OPW 51887 Bid Summary(low to high bidder) Contractor • Engineer's Estimate: $80,235.04 Diff From Low: $10,235.04 Luxa Construction Co.,Inc. Bid: $70,000.00 925 E. Dixon Rd.,PO Box 105 Diff From Low: $0.00 Blair NE 68008- Daedalus Construction Company Bid: $76,326.03 4229 Lafayette Avenue Diff From Low: $6,326.03 Omaha NE 68131-1025 JMN Construction Bid: $95,357.70 1862 South 177th Avenue Diff From Low: $25,357.70 Omaha NE 68130- McC,L.L.C. Bid: $119,942.24 6615 South 156th Street Diff From Low: $49,942.24 Omaha NE 68135- Number of Bids: 4 Low Bid: $70,000.00 High Bid: $119,942.24 Average Bid:: $90,406.49 Page 3 of 5, 4/7/2010 12:02:15 PM, Bid Tabulation, Generated by: admin for project OPW 51913 JMN Construction $ 95,357.70 McC LLC $119,942.24 The contractor has on file a current Contract Compliance Report Form (CC-1). 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 51913 from the Street and Highway Allocation Fund 12131, Bridge Maintenance Rehabilitation Organization 116164. The Public Works Department recommends the acceptance of the bid from Luxa Construction Co., Inc. in the amount of$70,000.00, being the lowest and best bid received, and requests your consideration and approval of this Resolution. Respectfully submitted, Referred to ' y Council for Consideration: if R ert G. Stubbe, P.E. Date May r' Of ce Date Public Works Director Approved as to Funding: Approved: ." 4416--71) '' ,10)461(1__Ae9-th.e. 4/ke-ho Pam Spacc otella Date Human Rights and Relations Date `D-Q Finance Director Department 1387 l0scp Construction Management Contractors,LLC(CMC) $74.64 EACH $746.40 Coleman Construction Company, Inc. $310.00 EACH $3,100.00 Swain Construction, Inc. $185.00 EACH $1,850.00 27 900.027 CURB RAMP CONSTRUCTION BARRICADING/TEMPORARY STOP SIGNS . Engineeer's Estimate 1 @ $1,000.00 per LS $1,000.00 Jackson's Complete Concrete $3,500.00 per LS $3,500.00 Premier Development $2,000.00 per LS $2,000.00 Construction Management Contractors, LLC(CMC) $1,067.48 per LS $1,067.48 Coleman Construction Company, Inc. $2,400.00 per LS $2,400.00 Swain Construction, Inc. $2,500.00 per LS $2,500.00 (LINES 1 Through 27 INCLUSIVE) Bid Tabulation, generate. . .dmi on 3/ / 10 12:15:30 PM for project OPW 51887 / / //o CERTIFIED BY: 10 ��� 0 /DATE: Page 7 of 7, 3/31/2010 12:15:30 PM, Bid Tabulation, Generated by:admin for project OPW 51887 4 Construction Management Contractors,LLC(CMC) $13.34 per SF $1,3,34.00 Coleman Construction Company, Inc. $18.00 per SF $1,800.00 Swain Construction, Inc. $22.00 per SF $2,200.00 • Page 6 of 7, 3/31/2010 12:15:30 PM, Bid Tabulation, Generated by: admin for project OPW 51887 G F Wg �gj F rj = <eeee N W F y LIJg Z rg6 W t 214 N 8g g '1046 gaW-< gi g W d _ `�i,g3,zb Kt W -z.Agg" e Q b= W �� a$b€8 U 831J'5 T, S Nb 8.4 �Pc'Eo gWg a1 O 'CC 0g0 a Rs dW -I? 3Fb �o r F I� 1S1. � J'0 8 �� W z 0_ga§ J <§3 x Q en §f q.c.c lgE6 ,, 3 ZULt kd (n.ZginiCi.ge,ivitc'n 'a O h:,z6B.2i3n R c a 1, b°n,a 9 4 1 1 it, lErg iriljii5tip51 3 Q§..,151 1i5l,- g i� •at F., 4 as t.] •-y ..c� 9 i° 1�i1 t�1� 1 !°a°v R o 18'I!le Q6 Ps�rs g2$=P'81 z m „ ! o ;11 gill+ E!il QiAi11 1 4:11 fil 1 !a Ragg2Rs"oF80E2, C o r zz n 6 Z I'i i511tiiali R � 453GpQRii 1gQ-fir`16y' v a e. 2 g—.. sBAs- moss^ O 1 R 1 } all QFF6is�"Bi/°_ i"4°RSdpvi pi 3� .Q “3, A_-x9 �' 1"� a 14 ■se 1 le i ithl R 1' AR 5pR'�'44 R15' 4 f9 • _ ° 0 1�1) ilgaillilja 1.1;1g ibrl! ` pillrEii=11f1! i 11 6 f E 0c9 I:i[v!@,!t 3v0i9gg19+ta , n15F64136ta ; li i ! , a• �o. REVISIONS _ °ESCRO * DATE er a 0 . . 0 .' g .SHANNON.HEIGHTS ADDITION1.1111 1 '4i 1TJ $ • 1 € 1 RNAL PLAT A, € g a gm e — 1 • Type Line# Item # Description Quantity Price Total 1 900.001 MOBILIZATION Engineeer's Estimate 1 @ $15,000.00 per LS $15,000.00 Luxa Construction Co.,Inc. $1,542.22 per LS $1,542.22 • Daedalus Construction Company $7,000.00 per LS $7,000.00 JMN Construction $20,000.00 per LS $20,000.00 McC, L.L.C. $11,900.00 per LS $11,900.00 2 900.002 CONTRACTOR-FURNISHED SIGN DAY Engineeer's Estimate 45 @ $4.00 EACH $180.00 Luxa Construction Co.,Inc. $21.00 EACH $945.00 Daedalus Construction Company $5.50 EACH $247.50 JMN Construction $12.50 EACH $562.50 McC,L.L.C. $2.50 EACH $112.50 3 900.003 EXCAVATION Engineeer's Estimate 13 @ $20.00 per CY $260.00 Luxa Construction Co.,Inc. $28.00 per CY $364.00 Daedalus Construction Company $25.00 per CY $325.00 JMN Construction $50.00 per CY $650.00 McC, L.L.C. $525.00 per CY $6,825.00 4 900.004 PREPARATION OF BRIDGE Engineeer's Estimate 1 @ $10,000.00 EACH $10,000.00 Luxa Construction Co., Inc. $700.00 EACH $700.00 Daedalus Construction Company $26,786.00 EACH $26,786.00 JMN Construction $25,000.00 EACH $25,000.00 McC,L.L.C. $30,000.00 EACH _ $30,000.00 5 900.005 REMOVE SIDEWALK Engineeer's Estimate 6 @ $50.00 per SY $300.00 Luxa Construction Co.,Inc. $12.00 per SY $72.00 Daedalus Construction Company $20.00 per SY $120.00 JMN Construction $10.00 per SY $60.00 McC,L.L.C. $20.00 per SY $120.00 6 131.002 REMOVE AREA INLET Engineeer's Estimate 1 @ $50.00 EACH $50.00 Luxa Construction Co., Inc. $300.00 EACH $300.00 Daedalus Construction Company $600.00 EACH $600.00 JMN Construction $100.00 EACH $100.00 McC,L.L.C. $300.00 EACH $300.00 7 900.007 REMOVE STRUCTURE Engineeer's Estimate 1 @ $15,000.00 EACH $15,000.00 Luxa Construction Co.,Inc. $8,600.00 EACH $8,600.00 Daedalus Construction Company $5,500.00 EACH $5,500.00 JMN Construction $13,000.00 EACH $13,000.00 McC,L.L.C. $10,000.00 EACH $10,000.00 8 900.008 REMOVE AND RESET PEDESTRIAN BARRIER FENCE(CHAIN-LINK TYPE) Engineeer's Estimate 155 @ $30.00 per LF $4,650.00 Luxa Construction Co.,Inc. $64.00 per LF $9,920.00 Daedalus Construction Company $63.51 per LF $9,844.05 • JMN Construction $38.70 per LF $5,998.50 McC,L.L.C. $35.00 per LF $5,425.00 Page 4 of 5, 4/7/2010 12:02:15 PM, Bid Tabulation, Generated by:admin for project OPW 51913 PM, Bid Tabulation, Generated by:admin for project OPW 51887 4 Construction Management Contractors,LLC(CMC) $13.34 per SF $1,3,34.00 Coleman Construction Company, Inc. $18.00 per SF $1,800.00 Swain Construction, Inc. $22.00 per SF $2,200.00 • Page 6 of 7, 3/31/2010 12:15:30 PM, Bid Tabulation, Generated by: admin for project OPW 51887 G F Wg �gj F rj = <eeee N W F y LIJg Z rg6 W t 214 N 8g g '1046 gaW-< gi g W d _ `�i,g3,zb Kt W -z.Agg" e Q b= W �� a$b€8 U 831J'5 T, S Nb 8.4 �Pc'Eo gWg a1 O 'CC 0g0 a Rs dW -I? 3Fb �o r F I� 1S1. � J'0 8 �� W z 0_ga§ J <§3 x Q en §f q.c.c lgE6 ,, 3 ZULt kd (n.ZginiCi.ge,ivitc'n 'a O h:,z6B.2i3n R c a 1, b°n,a 9 4 1 1 it, lErg iriljii5tip51 3 Q§..,151 1i5l,- g i� •at F., 4 as t.] •-y ..c� 9 i° 1�i1 t�1� 1 !°a°v R o 18'I!le Q6 Ps�rs g2$=P'81 z m „ ! o ;11 gill+ E!il QiAi11 1 4:11 fil 1 !a Ragg2Rs"oF80E2, C o r zz n 6 Z I'i i511tiiali R � 453GpQRii 1gQ-fir`16y' v a e. 2 g—.. sBAs- moss^ O 1 R 1 } all QFF6is�"Bi/°_ i"4°RSdpvi pi 3� .Q “3, A_-x9 �' 1"� a 14 ■se 1 le i ithl R 1' AR 5pR'�'44 R15' 4 f9 • _ ° 0 1�1) ilgaillilja 1.1;1g ibrl! ` pillrEii=11f1! i 11 6 f E 0c9 I:i[v!@,!t 3v0i9gg19+ta , n15F64136ta ; li i ! , a• �o. REVISIONS _ °ESCRO * DATE er a 0 . . 0 .' g .SHANNON.HEIGHTS ADDITION1.1111 1 '4i 1TJ $ • 1 € 1 RNAL PLAT A, € g a gm e — 1 Type Line# Item # Description Quantity Price Total • 9 900.009 CONCRETE,CLASS 47B-3000 FOR SIDEWALK Engineeer's Estimate 6 @ $100.00 per SY $600.00 Luxa Construction Co., Inc. $90.00 per SY $540.00 Daedalus Construction Company $60.00 per SY $360.00 • JMN Construction $50.00 per SY $300.00 McC,L.L.C. $80.00 per SY $480.00 10 900.010 CLASS 47BD-4000 CONCRETE FOR BRIDGE Engineeer's Estimate 18 . @ $1,200.00 per CY $21,600.00 Luxa Construction Co.,Inc. $1,682.00 per CY $30,276.00 Daedalus Construction Company • $500.00 per CY $9,000.00 JMN Construction $800.00 per CY $14,400.00 McC,L.L.C. $2,000.00 per CY $36,000.00 11 900.011 EPDXY-COATED REINFORCING STEEL Engineeer's Estimate 3671.7 @ $1.20 per LB $4,406.04 Luxa Construction Co.,Inc. $2.07 per LB $7,600.42 Daedalus Construction Company $1.90 per LB $6,976.23 JMN Construction $1.00 per LB $3,671.70 McC, L.L.C. $2.20 per LB $8,077.74 12 900.012 STRUCTURAL STEEL FOR SUPERSTRUCTURE Engineeer's Estimate 2113 @ $3.00 per LB $6,339.00 Luxa Construction Co., Inc. $3.72 per LB $7,860.36 Daedalus Construction Company $3.25 per LB $6,867.25 JMN Construction $5.00 per LB $10,565.00 McC, L.L.C. $4.00 per LB $8,452.00 13 900.013 ELASTOMERIC BEARING • Engineeer's Estimate 2 @ $150.00 EACH $300.00 Luxa Construction Co., Inc. $175.00 EACH $350.00 Daedalus Construction Company $300.00 EACH $600.00 JMN Construction $75.00 EACH $150.00 McC,L.L.C. $150.00 EACH $300.00 14 606.002 SEEDING-TYPE"B" Engineeer's Estimate 500 @ $2.50 per SY $1,250.00 Luxa Construction Co.,Inc. $1.20 per SY $600.00 Daedalus Construction Company $3.00 per SY $1,500.00 JMN Construction $1.00 per SY $500.00 McC, L.L.C. $3.00 per SY $1,500.00 15 • 550.000 SILT FENCE Engineeer's Estimate 100 @ $3.00 per LF $300.00 Luxa Construction Co.,Inc. $3.30 per LF $330.00 Daedalus Construction Company $6.00 per LF $600.00 JMN Construction $4.00 per LF $400.00 McC,L.L.C. $4.50 per LF $450.00 (LINES 1 Through 15 INCLUSIVE) • Bid Tabulation, generated b, ad ' on 4/7/•010 12:02:15 PM for project OPW 51913 CERTIFIED BY: � / _�Cy.4� DATE: �{�>/�� Page.5 of 5, 4/7/2010 12:02:15 PM, Bid Tabulation, Generated by:admin for project OPW 51913 .C. $35.00 per LF $5,425.00 Page 4 of 5, 4/7/2010 12:02:15 PM, Bid Tabulation, Generated by:admin for project OPW 51913 PM, Bid Tabulation, Generated by:admin for project OPW 51887 4 Construction Management Contractors,LLC(CMC) $13.34 per SF $1,3,34.00 Coleman Construction Company, Inc. $18.00 per SF $1,800.00 Swain Construction, Inc. $22.00 per SF $2,200.00 • Page 6 of 7, 3/31/2010 12:15:30 PM, Bid Tabulation, Generated by: admin for project OPW 51887 G F Wg �gj F rj = <eeee N W F y LIJg Z rg6 W t 214 N 8g g '1046 gaW-< gi g W d _ `�i,g3,zb Kt W -z.Agg" e Q b= W �� a$b€8 U 831J'5 T, S Nb 8.4 �Pc'Eo gWg a1 O 'CC 0g0 a Rs dW -I? 3Fb �o r F I� 1S1. � J'0 8 �� W z 0_ga§ J <§3 x Q en §f q.c.c lgE6 ,, 3 ZULt kd (n.ZginiCi.ge,ivitc'n 'a O h:,z6B.2i3n R c a 1, b°n,a 9 4 1 1 it, lErg iriljii5tip51 3 Q§..,151 1i5l,- g i� •at F., 4 as t.] •-y ..c� 9 i° 1�i1 t�1� 1 !°a°v R o 18'I!le Q6 Ps�rs g2$=P'81 z m „ ! o ;11 gill+ E!il QiAi11 1 4:11 fil 1 !a Ragg2Rs"oF80E2, C o r zz n 6 Z I'i i511tiiali R � 453GpQRii 1gQ-fir`16y' v a e. 2 g—.. sBAs- moss^ O 1 R 1 } all QFF6is�"Bi/°_ i"4°RSdpvi pi 3� .Q “3, A_-x9 �' 1"� a 14 ■se 1 le i ithl R 1' AR 5pR'�'44 R15' 4 f9 • _ ° 0 1�1) ilgaillilja 1.1;1g ibrl! ` pillrEii=11f1! i 11 6 f E 0c9 I:i[v!@,!t 3v0i9gg19+ta , n15F64136ta ; li i ! , a• �o. REVISIONS _ °ESCRO * DATE er a 0 . . 0 .' g .SHANNON.HEIGHTS ADDITION1.1111 1 '4i 1TJ $ • 1 € 1 RNAL PLAT A, € g a gm e — 1 C-25A CITY OF OMAHA LEGISLATIVE CHAMBER Omaha,Nebraska RESOLVED BY THE CITY COUNCIL OF THE CITY OF OMAHA: WHEREAS, bids were submitted on April 7, 2010 for OPW 51913, being pedestrian bridge ramp reconstruction at 98th Street and West Center Road; and, WHEREAS, Luxa Construction Co., Inc. submitted a bid of$70,000.00, being the lowest and best bid received for OPW 51913. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY. OF OMAHA: THAT, as recommended by the Mayor, the contract with Luxa Construction Co., Inc. for OPW 51913, being pedestrian bridge ramp reconstruction at 98th and West Center Road in the amount of$70,000.00 is hereby approved; and, that the Finance Department is authorized to pay this cost from the Street and Highway Allocation Fund 12131, Bridge Maintenance Rehabilitation Organization 116164. 138810scp APPROVED AS TO FORM: K" vle Qi___C-ITY ATTORNEY DATE By 94447 9((e/"44"4444. Councilmember Adopted MAY — 4 2010 -e, - `City Clem/dA, Approved.... . -<-.-- - , , Mayor 71.70 McC, L.L.C. $2.20 per LB $8,077.74 12 900.012 STRUCTURAL STEEL FOR SUPERSTRUCTURE Engineeer's Estimate 2113 @ $3.00 per LB $6,339.00 Luxa Construction Co., Inc. $3.72 per LB $7,860.36 Daedalus Construction Company $3.25 per LB $6,867.25 JMN Construction $5.00 per LB $10,565.00 McC, L.L.C. $4.00 per LB $8,452.00 13 900.013 ELASTOMERIC BEARING • Engineeer's Estimate 2 @ $150.00 EACH $300.00 Luxa Construction Co., Inc. $175.00 EACH $350.00 Daedalus Construction Company $300.00 EACH $600.00 JMN Construction $75.00 EACH $150.00 McC,L.L.C. $150.00 EACH $300.00 14 606.002 SEEDING-TYPE"B" Engineeer's Estimate 500 @ $2.50 per SY $1,250.00 Luxa Construction Co.,Inc. $1.20 per SY $600.00 Daedalus Construction Company $3.00 per SY $1,500.00 JMN Construction $1.00 per SY $500.00 McC, L.L.C. $3.00 per SY $1,500.00 15 • 550.000 SILT FENCE Engineeer's Estimate 100 @ $3.00 per LF $300.00 Luxa Construction Co.,Inc. $3.30 per LF $330.00 Daedalus Construction Company $6.00 per LF $600.00 JMN Construction $4.00 per LF $400.00 McC,L.L.C. $4.50 per LF $450.00 (LINES 1 Through 15 INCLUSIVE) • Bid Tabulation, generated b, ad ' on 4/7/•010 12:02:15 PM for project OPW 51913 CERTIFIED BY: � / _�Cy.4� DATE: �{�>/�� Page.5 of 5, 4/7/2010 12:02:15 PM, Bid Tabulation, Generated by:admin for project OPW 51913 .C. $35.00 per LF $5,425.00 Page 4 of 5, 4/7/2010 12:02:15 PM, Bid Tabulation, Generated by:admin for project OPW 51913 PM, Bid Tabulation, Generated by:admin for project OPW 51887 4 Construction Management Contractors,LLC(CMC) $13.34 per SF $1,3,34.00 Coleman Construction Company, Inc. $18.00 per SF $1,800.00 Swain Construction, Inc. $22.00 per SF $2,200.00 • Page 6 of 7, 3/31/2010 12:15:30 PM, Bid Tabulation, Generated by: admin for project OPW 51887 G F Wg �gj F rj = <eeee N W F y LIJg Z rg6 W t 214 N 8g g '1046 gaW-< gi g W d _ `�i,g3,zb Kt W -z.Agg" e Q b= W �� a$b€8 U 831J'5 T, S Nb 8.4 �Pc'Eo gWg a1 O 'CC 0g0 a Rs dW -I? 3Fb �o r F I� 1S1. � J'0 8 �� W z 0_ga§ J <§3 x Q en §f q.c.c lgE6 ,, 3 ZULt kd (n.ZginiCi.ge,ivitc'n 'a O h:,z6B.2i3n R c a 1, b°n,a 9 4 1 1 it, lErg iriljii5tip51 3 Q§..,151 1i5l,- g i� •at F., 4 as t.] •-y ..c� 9 i° 1�i1 t�1� 1 !°a°v R o 18'I!le Q6 Ps�rs g2$=P'81 z m „ ! o ;11 gill+ E!il QiAi11 1 4:11 fil 1 !a Ragg2Rs"oF80E2, C o r zz n 6 Z I'i i511tiiali R � 453GpQRii 1gQ-fir`16y' v a e. 2 g—.. sBAs- moss^ O 1 R 1 } all QFF6is�"Bi/°_ i"4°RSdpvi pi 3� .Q “3, A_-x9 �' 1"� a 14 ■se 1 le i ithl R 1' AR 5pR'�'44 R15' 4 f9 • _ ° 0 1�1) ilgaillilja 1.1;1g ibrl! ` pillrEii=11f1! i 11 6 f E 0c9 I:i[v!@,!t 3v0i9gg19+ta , n15F64136ta ; li i ! , a• �o. REVISIONS _ °ESCRO * DATE er a 0 . . 0 .' g .SHANNON.HEIGHTS ADDITION1.1111 1 '4i 1TJ $ • 1 € 1 RNAL PLAT A, € g a gm e — 1 • w • — K q \_ 2 §' @ O { m ? §' 8 \ , * . o ƒ / j. ) \ LA / ƒ �. © , § w \. § k > & ƒ § § w / § ` ^ . 2 P ; E# ~ c * • §• Q § il q I d 7 I-11 ~c q • t ' 7 n 0 » \ R § % & \ v _ » _� 9 o k 7 d c c k a' X / j § 7 o® • $ o ® g d ? §_• A - p.G' § k/ K 4. ' §. / § 7 S \ CO '" ƒ R m A P " ¢ §`D k #'� k 3 ] 0 • • r ^ » • - QGJ \ . . . r . zfl / `. 0 K" vle Qi___C-ITY ATTORNEY DATE By 94447 9((e/"44"4444. Councilmember Adopted MAY — 4 2010 -e, - `City Clem/dA, Approved.... . -<-.-- - , , Mayor 71.70 McC, L.L.C. $2.20 per LB $8,077.74 12 900.012 STRUCTURAL STEEL FOR SUPERSTRUCTURE Engineeer's Estimate 2113 @ $3.00 per LB $6,339.00 Luxa Construction Co., Inc. $3.72 per LB $7,860.36 Daedalus Construction Company $3.25 per LB $6,867.25 JMN Construction $5.00 per LB $10,565.00 McC, L.L.C. $4.00 per LB $8,452.00 13 900.013 ELASTOMERIC BEARING • Engineeer's Estimate 2 @ $150.00 EACH $300.00 Luxa Construction Co., Inc. $175.00 EACH $350.00 Daedalus Construction Company $300.00 EACH $600.00 JMN Construction $75.00 EACH $150.00 McC,L.L.C. $150.00 EACH $300.00 14 606.002 SEEDING-TYPE"B" Engineeer's Estimate 500 @ $2.50 per SY $1,250.00 Luxa Construction Co.,Inc. $1.20 per SY $600.00 Daedalus Construction Company $3.00 per SY $1,500.00 JMN Construction $1.00 per SY $500.00 McC, L.L.C. $3.00 per SY $1,500.00 15 • 550.000 SILT FENCE Engineeer's Estimate 100 @ $3.00 per LF $300.00 Luxa Construction Co.,Inc. $3.30 per LF $330.00 Daedalus Construction Company $6.00 per LF $600.00 JMN Construction $4.00 per LF $400.00 McC,L.L.C. $4.50 per LF $450.00 (LINES 1 Through 15 INCLUSIVE) • Bid Tabulation, generated b, ad ' on 4/7/•010 12:02:15 PM for project OPW 51913 CERTIFIED BY: � / _�Cy.4� DATE: �{�>/�� Page.5 of 5, 4/7/2010 12:02:15 PM, Bid Tabulation, Generated by:admin for project OPW 51913 .C. $35.00 per LF $5,425.00 Page 4 of 5, 4/7/2010 12:02:15 PM, Bid Tabulation, Generated by:admin for project OPW 51913 PM, Bid Tabulation, Generated by:admin for project OPW 51887 4 Construction Management Contractors,LLC(CMC) $13.34 per SF $1,3,34.00 Coleman Construction Company, Inc. $18.00 per SF $1,800.00 Swain Construction, Inc. $22.00 per SF $2,200.00 • Page 6 of 7, 3/31/2010 12:15:30 PM, Bid Tabulation, Generated by: admin for project OPW 51887 G F Wg �gj F rj = <eeee N W F y LIJg Z rg6 W t 214 N 8g g '1046 gaW-< gi g W d _ `�i,g3,zb Kt W -z.Agg" e Q b= W �� a$b€8 U 831J'5 T, S Nb 8.4 �Pc'Eo gWg a1 O 'CC 0g0 a Rs dW -I? 3Fb �o r F I� 1S1. � J'0 8 �� W z 0_ga§ J <§3 x Q en §f q.c.c lgE6 ,, 3 ZULt kd (n.ZginiCi.ge,ivitc'n 'a O h:,z6B.2i3n R c a 1, b°n,a 9 4 1 1 it, lErg iriljii5tip51 3 Q§..,151 1i5l,- g i� •at F., 4 as t.] •-y ..c� 9 i° 1�i1 t�1� 1 !°a°v R o 18'I!le Q6 Ps�rs g2$=P'81 z m „ ! o ;11 gill+ E!il QiAi11 1 4:11 fil 1 !a Ragg2Rs"oF80E2, C o r zz n 6 Z I'i i511tiiali R � 453GpQRii 1gQ-fir`16y' v a e. 2 g—.. sBAs- moss^ O 1 R 1 } all QFF6is�"Bi/°_ i"4°RSdpvi pi 3� .Q “3, A_-x9 �' 1"� a 14 ■se 1 le i ithl R 1' AR 5pR'�'44 R15' 4 f9 • _ ° 0 1�1) ilgaillilja 1.1;1g ibrl! ` pillrEii=11f1! i 11 6 f E 0c9 I:i[v!@,!t 3v0i9gg19+ta , n15F64136ta ; li i ! , a• �o. REVISIONS _ °ESCRO * DATE er a 0 . . 0 .' g .SHANNON.HEIGHTS ADDITION1.1111 1 '4i 1TJ $ • 1 € 1 RNAL PLAT A, € g a gm e — 1