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RES 2012-1149 - Contract with Western Engineering Co Inc for OPW 52275, residential resurfacing 1.`, +-7. Public Works Department u�Ir1...,..4; > Fl'`"C . isLi OPI" iOmaha/Douglas Civic Center z 4/4i `1 h 1819 Farnam Street,Suite 601 0® ._L%1 August 28, 2012 t r o ' 'r �; a� f " Omaha,Nebraska 68183-06.01 �o,� 4�ro (402)444-5220 ATED FEBRJr €° ` ` Fas 402 444-5248 City of Omaha 144AHA, NEARASK 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 Western Engineering Co., Inc. for OPW 52275, being residential resurfacing in the following CSO areas: 30th to 27 Streets from Kansas to Ellison Avenues, 19th to 24th Streets, from Leavenworth to Hickory Streets, and 216th Street from Leavenworth Street to Brentwood Avenue. The following bids were received on August 1, 2012. A detailed bid tabulation is attached. Contractor Total Bid WESTERN ENGINEERING CO., INC. $698,259.20 (LOW BID) Old Castle Materials Midwest Company $702,875.10 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 52275 from the City Street Maintenance Fund 12129, Residential Street Resurfacing Organization 116161 in the amount of $412,296.40 and the Sewer Revenue Improvement Fund 21124, Sewer Separation Program Organization 116912 in the amount of$285,962.80, year 2012 expenditures. The Public Works Department recommends the acceptance of the bid from Western Engineering Co., Inc. in the amount of$698,259.20, being the lowest and best bid received, and requests your consideration and approval of this resolution. Respectfully submitted, Refe to City Council for Consideration: o.,,,e.„,:,,, $-9iz ' � $ •/6- /2 ob rt G. Stubbe, P.E. Date Mayor's Offi Date Public Works Director Approved as to Funding: prow : gi// ," ,) Pam Spaccarotella Date uman Rig is and Re ations ate Finance Director Departmen 194912scp tify that i have found APRIL 6,2012 or set permanent markers at all corners of all lots in The Ridges Replat 11 Los 1 through 19.being a replat of Lots 43 through 83.together with Outlot C.The Ridges Repiat 2.as surveyed.platted.and recorded in Douglas County.Nebraska. sheet Jon Leslie Carrell —LS—693 Dale 'a I OF I 0- I E- Amur- 1�\� fit. q, 91.2fi 6 - ry 1(6.!~85.68• '_ e w 5 try e. �,b�• �6.9.y1.` s ID 23.366 SQ FT .� / b i 16205 SQ FT IX 52 E' 'T!�,' 1Q 16 'o THE RIDGES V $ I rn REPLAT z 7 T 20.361 SQ FT �. h 1asy,r ° a\ .ro 0",' 11.30' TIQ!RIDGES ~ I = ,Sy00 903Q 1g1'Je "e'0' / RePLAT2 E 21.835 SQ FT ,§ 4,;. 4,4„,. 182ND CIRCLE '�� a. 12\31` m P 14.62 19.29' \o\ti ,4 1NOCS 7000 - J0 \ THE 000S 10 . qy6° :IA°::51 `�• 4 26.109 SQ FT 9 t. :e 7 'ro R 24.377 SQ Fr 1- 31.207 SQ Ff m w- 28.106 SQ FT -- '4p •\ ' is SrORN SERER EA! 67.19' h 144.59' 4fA9• °N'rr S V TO SID 367 AND DOUC 26346• 154,5f. \ 5 85.52'55"1 475.26'A k N 2 ' PART OF OUTLOT"Er U.S. H I G H 1Y A Y 275 A�'9f.aF„Ifi:711 .32' 21526. • THE RIDGES REPLAT 2 • c 0.00'01"R 90 0 0'M/I NOTE ALL ANGLES ARE 9D UNLESS NOTED RIGHT OF RAY CURVE DATA Curse Della Angle Radius Art Tengen: c 78•19'44"E 5!.OS'M c J A u745'05 430.00 280.02' 0029'' 6 221451•' 505.00 196.09' 99.20• gi' • C 22.1451" 405.00 157.26' 7963' D 30.59'19" 162.76 10.75' 5762' %I E 3659'19" 237.76 161.77' 64.17' S' - CENTERLINR cave DATA 9 9e01R1 MO N O C ?r0le.n Ie Radius 200.00 Arc 393.24' T3e0n2n I - ADD MUM DID 92-25'02" 210.00 336.73' 210.05' 1 P56'44"_ 455.00 2966' 47.60' DI!DM-,OWN>rde 55 22.14 61" 45s 000 176 67' 6946'74' 0' 50' IOW 200 a e,v! o n a w-ro 5610J.....OF M eo.T IPSD . SCALE IN FEET waver,-,-o,er OR Or ley 6' 0 r7o✓ o O o `< `�`c w o O 0 co w 0- 0 n Q- o' sv Iy .`T.• CD CD Cl) 0 CD QQ dQ co N H CD -1 Q- 7 CD •C 0- CD CD 1 a a ep'0 o o �n pa n OY, CD 0• oO. r, ? co A, ..._. O ° 0- ..., a n rNr ,a-r cn CD C CD CD TS n 0- CD CCD ID y COD 0s C 0 o r-r CD O w 0 C v, co n 0 CD O W a. CCDD O O v/, O' A- rr r°-. a coCD CDCD W o X M, Vl Vl to Vl to Vl Vl Vl to Vl Vl Vl Vl Vl Vl V1 LA Vl V1 to to V)Vl Vl V1.1 C I- = cO_6 O CO F N .1.1.i.i.i e1.i ti.-1.i- .i.i.1.1.1.i.1.i.i.-I.4.i.i.i.i O U = , ,, OO ~ > mi, m f0 @t C > 2 N V/N N V)LA V)N N N V)4/1 N V)N(..A V)V)V.V.VD VD V)V)N N V)V.V)V)LA € «O O a) C O V1 .i LA N Vl Al V)a V1 Vl VI CD Vl N V1 CO LA Cl Vl O VI.i ill N LA m LA a LA LA �O A o 115 =O 0 O t4 rV ni d' Vi CD N W ai'-1 ci ''i ~ .i r4'-1 re,"i a. G j N vE N . e-I .-I v.o CO . 4.C Q FUmN _aA u no O I-. L °o = C ct O m Q , Z to . eo rho u - N- O O ,?,.. C V O CO O OT 0, N N o co CO W N 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 CO CD A - coO N v co j I (D N N3 NJ N N j j N I A ,N., N j A N 0) V CO OD O 0 N CO A N 0) 0)V CO OD OD O N N O N COO N N N N N N O OO V 0) A N O 0O 0) W O W N 03 O N O N O N p V CO V CO V CO CO N O COA CO CC) A CO DO CO 01 N V OD O CO N O O N j co c A N COV N W �N -+ 0 OD OD - A CD V CO NCO -, V V CO O A CO Bid Tabulation Public Works Department Omaha, Nebraska Wednesday, August 01, 2012 Project Summary OPW 52275 English Yes Metric: No Description: Residential Street Resurfacing at Various Locations within the City of Omaha 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: $788,218.50 Contract Total $0.00 Total Penalties: $0.00 Total Payments: $0.00 Contractor: Phone#: Fax#: Email address: • Page 1 of 5, 8/1/2012 11:17:12 AM, Bid Tabulation, Generated by: guygerhard for project OPW 52275 AU 2' 8 7012 . 770 C 46 ,Aic.:;7, .... C' Clerk / ��Lr Approved. Mayor 14 Account/Funding Summary Fund Org. Description Engineer Contract Penalties Payments 12129 116161 Residential Street Rehabilitation(RSR) $788,218.50 $0.00 $0.00 $0.00 21124 116912 Sanitary Sewer Improvement-Sewer $0.00 $0.00 $0.00 $0.00 Separation(RNC) $788,218.50 $0.00 $0.00 $0.00 • • • Page 2 of 5, 8/1/2012 11:17:12 AM, Bid Tabulation, Generated by:guygerhard for project OPW 52275 . Total: $788,218.50 Contract Total $0.00 Total Penalties: $0.00 Total Payments: $0.00 Contractor: Phone#: Fax#: Email address: • Page 1 of 5, 8/1/2012 11:17:12 AM, Bid Tabulation, Generated by: guygerhard for project OPW 52275 AU 2' 8 7012 . 770 C 46 ,Aic.:;7, .... C' Clerk / ��Lr Approved. Mayor 14 Bid Summary (low to high bidder) Contractor Engineer's Estimate: $788,218.50 Diff From Low: $89,959.30 Western Engineering Co.,Inc. Bid: $698,259.20 PO Box 350 Diff From Low: $0.00 • Harlan IA 51537- Oldcastle Materials Midwest Company Bid: $702,875.10 14012 Giles Road Diff From Low: $4,615.90 Omaha NE 68138- Number of Bids: 2 Low Bid: $698,259.20 High Bid: $702,875.10 Average Bid:: $700,567.15 • Page 3 of 5, 8/1/2012 11:17:12 AM, Bid Tabulation, Generated by:guygerhard for project OPW 52275 5, 8/1/2012 11:17:12 AM, Bid Tabulation, Generated by: guygerhard for project OPW 52275 AU 2' 8 7012 . 770 C 46 ,Aic.:;7, .... C' Clerk / ��Lr Approved. Mayor 14 Type Line# Item# Description Quantity Price Total - 1 900.001 CONSTRUCT ASPHALT LEVELING COURSE, SPR 64-34(3/8") Engineeer's Estimate 60 @ $95.00 per TON $5,700.00 Western Engineering Co., Inc. $85.00 per TON $5,100.00 Oldcastle Materials Midwest Company $92.60 per TON $5,556.00 2 900.002 CONSTRUCT SURFACE COURSE,SPR 64-34 RAP 35% Engineeer's Estimate 5859 @ $90.00 per TON $527,310.00 Western Engineering Co., Inc. $68.80 per TON $403,099.20 Oldcastle Materials Midwest Company $75.10 per TON $440,010.90 3 303.000 COLD PLANING-ASPHALT Engineeer's Estimate 44330 @ $2.75 per SY $121,907.50 Western Engineering Co., Inc. $3.50 per SY $155,155.00 Oldcastle Materials Midwest Company $2.90 per SY $128,557.00 4 303.001 COLD PLANING-CONCRETE Engineeer's Estimate 3192 @ $3.00 per SY $9,576.00 Western Engineering Co., Inc. $3.75 per SY $11,970.00 Oldcastle Materials Midwest Company $4.10 per SY $13,087.20 5 900.005 IN-PLACE PULVERIZATION Engineeer's Estimate 400 @ $5.00 per SY $2,000.00 Western Engineering Co., Inc. $5.20 per SY $2,080.00 Oldcastle Materials Midwest Company $5.30 per SY $2,120.00 6 760.000 ADJUST MANHOLE TO GRADE Engineeer's Estimate 73 @ $725.00 EACH $52,925.00 • Western Engineering Co., Inc. $810.00 EACH $59,130.00 Oldcastle Materials Midwest Company $495.00 EACH $36,135.00 7 760.005 ADJUST INLET TO GRADE ' Engineeer's Estimate 20 @ $750.00 EACH $15,000.00 Western Engineering Co., Inc. $900.00 EACH $18,000.00 Oldcastle Materials Midwest Company $770.00 EACH $15,400.00 8 106.002 REMOVE ASPHALT SURFACE COURSE Engineeer's Estimate 300 @ $10.00 per SY $3,000.00 Western Engineering Co., Inc. $3.00 per SY $900.00 Oldcastle Materials Midwest Company $15.50 per SY $4,650.00 9 900.009 ASPHALTIC CONCRETE FOR PAVEMENT REPAIR Engineeer's Estimate 120 @ $100.00 per TON $12,000.00 Western Engineering Co., Inc. $98.00 per TON $11,760.00 Oldcastle Materials Midwest Company $125.00 per TON $15,000.00 10 201.407 7"CONCRETE BASE-TYPE L85 • Engineeer's Estimate 140 @ $85.00 per SY $11,900.00 Western Engineering Co., Inc. $65.00 per SY $9,100.00 Oldcastle Materials Midwest Company $82.50 per SY $11,550.00 11 900.011 CONCRETE PAVEMENT REPAIR, FL85 Engineeer's Estimate 55 @ $85.00 per SY $4,675.00 Western Engineering Co., Inc. $71.00 per SY $3,905.00 Oldcastle Materials Midwest Company $93.50 per SY $5,142.50 12 307.008 REPAIR CONCRETE DRIVEWAY Engineeer's Estimate 45 @ . $50.00 per SY $2,250.00 Western Engineering Co., Inc. $45.00 per SY $2,025.00 Oldcastle Materials Midwest Company $60.50 per SY $2,722.50 Page 4 of 5, 8/1/2012 11:17:12 AM, Bid Tabulation, Generated by:guygerhard for project OPW 52275 CIRCLE '�� a. 12\31` m P 14.62 19.29' \o\ti ,4 1NOCS 7000 - J0 \ THE 000S 10 . qy6° :IA°::51 `�• 4 26.109 SQ FT 9 t. :e 7 'ro R 24.377 SQ Fr 1- 31.207 SQ Ff m w- 28.106 SQ FT -- '4p •\ ' is SrORN SERER EA! 67.19' h 144.59' 4fA9• °N'rr S V TO SID 367 AND DOUC 26346• 154,5f. \ 5 85.52'55"1 475.26'A k N 2 ' PART OF OUTLOT"Er U.S. H I G H 1Y A Y 275 A�'9f.aF„Ifi:711 .32' 21526. • THE RIDGES REPLAT 2 • c 0.00'01"R 90 0 0'M/I NOTE ALL ANGLES ARE 9D UNLESS NOTED RIGHT OF RAY CURVE DATA Curse Della Angle Radius Art Tengen: c 78•19'44"E 5!.OS'M c J A u745'05 430.00 280.02' 0029'' 6 221451•' 505.00 196.09' 99.20• gi' • C 22.1451" 405.00 157.26' 7963' D 30.59'19" 162.76 10.75' 5762' %I E 3659'19" 237.76 161.77' 64.17' S' - CENTERLINR cave DATA 9 9e01R1 MO N O C ?r0le.n Ie Radius 200.00 Arc 393.24' T3e0n2n I - ADD MUM DID 92-25'02" 210.00 336.73' 210.05' 1 P56'44"_ 455.00 2966' 47.60' DI!DM-,OWN>rde 55 22.14 61" 45s 000 176 67' 6946'74' 0' 50' IOW 200 a e,v! o n a w-ro 5610J.....OF M eo.T IPSD . SCALE IN FEET waver,-,-o,er OR Or ley 6' 0 r7o✓ o O o `< `�`c w o O 0 co w 0- 0 n Q- o' sv Iy .`T.• CD CD Cl) 0 CD QQ dQ co N H CD -1 Q- 7 CD •C 0- CD CD 1 a a ep'0 o o �n pa n OY, CD 0• oO. r, ? co A, ..._. O ° 0- ..., a n rNr ,a-r cn CD C CD CD TS n 0- CD CCD ID y COD 0s C 0 o r-r CD O w 0 C v, co n 0 CD O W a. CCDD O O v/, O' A- rr r°-. a coCD CDCD W o X M, Vl Vl to Vl to Vl Vl Vl to Vl Vl Vl Vl Vl Vl V1 LA Vl V1 to to V)Vl Vl V1.1 C I- = cO_6 O CO F N .1.1.i.i.i e1.i ti.-1.i- .i.i.1.1.1.i.1.i.i.-I.4.i.i.i.i O U = , ,, OO ~ > mi, m f0 @t C > 2 N V/N N V)LA V)N N N V)4/1 N V)N(..A V)V)V.V.VD VD V)V)N N V)V.V)V)LA € «O O a) C O V1 .i LA N Vl Al V)a V1 Vl VI CD Vl N V1 CO LA Cl Vl O VI.i ill N LA m LA a LA LA �O A o 115 =O 0 O t4 rV ni d' Vi CD N W ai'-1 ci ''i ~ .i r4'-1 re,"i a. G j N vE N . e-I .-I v.o CO . 4.C Q FUmN _aA u no O I-. L °o = C ct O m Q , Z to . eo rho u - N- O O ,?,.. C V O CO O OT 0, N N o co CO W N 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 CO CD A - coO N v co j I (D N N3 NJ N N j j N I A ,N., N j A N 0) V CO OD O 0 N CO A N 0) 0)V CO OD OD O N N O N COO N N N N N N O OO V 0) A N O 0O 0) W O W N 03 O N O N O N p V CO V CO V CO CO N O COA CO CC) A CO DO CO 01 N V OD O CO N O O N j co c A N COV N W �N -+ 0 OD OD - A CD V CO NCO -, V V CO O A CO Type Line# Item# Description Quantity Price Total 13 900.013 ADJUST CURB STOP&CURB BOX Engineeer's Estimate 9 @ $450.00 EACH $4,050.00 Western Engineering Co., Inc.. $315.00 EACH $2,835.00 Oldcastle Materials Midwest Company $660.00 EACH $5,940.00 • . 14 900.014 TOWING Engineeer's Estimate 11 @ $175.00 per HR $1,925.00 Western Engineering Co., Inc. $150.00 per HR $1,650.00 Oldcastle Materials Midwest Company $165.00 per HR $1,815.00 15 900.015 BARRICADES Engineeer's Estimate 3 @ • $2,000.00 per LS $6,000.00 Western Engineering Co., Inc. $1,850.00 per LS $5,550.00 Oldcastle Materials Midwest Company $2,963.00 per LS $8,889.00 16 900.016 5"YELLOW WET REFLECTIVE PREFORMED PAVEMENT MARKING,TYPE 4, INLAID Engineeer's Estimate 2000 @ $4.00 per LF $8,000.00 Western Engineering Co., Inc. $3.00 per LF $6,000.00 Oldcastle Materials Midwest Company $3.15 per LF $6,300.00 (LINES 1 Through 16 INCLUSIVE) Bid Tabulation, generate b guygerhard q 8/1/2012 11:17:12 AM for project OPW 52275 CERTIFIED BY: � ,e'- 71DATE: 8// (/2 • • Page 5 of 5, 8/1/2012 11:17:12 AM, Bid Tabulation, Generated by: guygerhard for project OPW 52275 20.00 6 760.000 ADJUST MANHOLE TO GRADE Engineeer's Estimate 73 @ $725.00 EACH $52,925.00 • Western Engineering Co., Inc. $810.00 EACH $59,130.00 Oldcastle Materials Midwest Company $495.00 EACH $36,135.00 7 760.005 ADJUST INLET TO GRADE ' Engineeer's Estimate 20 @ $750.00 EACH $15,000.00 Western Engineering Co., Inc. $900.00 EACH $18,000.00 Oldcastle Materials Midwest Company $770.00 EACH $15,400.00 8 106.002 REMOVE ASPHALT SURFACE COURSE Engineeer's Estimate 300 @ $10.00 per SY $3,000.00 Western Engineering Co., Inc. $3.00 per SY $900.00 Oldcastle Materials Midwest Company $15.50 per SY $4,650.00 9 900.009 ASPHALTIC CONCRETE FOR PAVEMENT REPAIR Engineeer's Estimate 120 @ $100.00 per TON $12,000.00 Western Engineering Co., Inc. $98.00 per TON $11,760.00 Oldcastle Materials Midwest Company $125.00 per TON $15,000.00 10 201.407 7"CONCRETE BASE-TYPE L85 • Engineeer's Estimate 140 @ $85.00 per SY $11,900.00 Western Engineering Co., Inc. $65.00 per SY $9,100.00 Oldcastle Materials Midwest Company $82.50 per SY $11,550.00 11 900.011 CONCRETE PAVEMENT REPAIR, FL85 Engineeer's Estimate 55 @ $85.00 per SY $4,675.00 Western Engineering Co., Inc. $71.00 per SY $3,905.00 Oldcastle Materials Midwest Company $93.50 per SY $5,142.50 12 307.008 REPAIR CONCRETE DRIVEWAY Engineeer's Estimate 45 @ . $50.00 per SY $2,250.00 Western Engineering Co., Inc. $45.00 per SY $2,025.00 Oldcastle Materials Midwest Company $60.50 per SY $2,722.50 Page 4 of 5, 8/1/2012 11:17:12 AM, Bid Tabulation, Generated by:guygerhard for project OPW 52275 CIRCLE '�� a. 12\31` m P 14.62 19.29' \o\ti ,4 1NOCS 7000 - J0 \ THE 000S 10 . qy6° :IA°::51 `�• 4 26.109 SQ FT 9 t. :e 7 'ro R 24.377 SQ Fr 1- 31.207 SQ Ff m w- 28.106 SQ FT -- '4p •\ ' is SrORN SERER EA! 67.19' h 144.59' 4fA9• °N'rr S V TO SID 367 AND DOUC 26346• 154,5f. \ 5 85.52'55"1 475.26'A k N 2 ' PART OF OUTLOT"Er U.S. H I G H 1Y A Y 275 A�'9f.aF„Ifi:711 .32' 21526. • THE RIDGES REPLAT 2 • c 0.00'01"R 90 0 0'M/I NOTE ALL ANGLES ARE 9D UNLESS NOTED RIGHT OF RAY CURVE DATA Curse Della Angle Radius Art Tengen: c 78•19'44"E 5!.OS'M c J A u745'05 430.00 280.02' 0029'' 6 221451•' 505.00 196.09' 99.20• gi' • C 22.1451" 405.00 157.26' 7963' D 30.59'19" 162.76 10.75' 5762' %I E 3659'19" 237.76 161.77' 64.17' S' - CENTERLINR cave DATA 9 9e01R1 MO N O C ?r0le.n Ie Radius 200.00 Arc 393.24' T3e0n2n I - ADD MUM DID 92-25'02" 210.00 336.73' 210.05' 1 P56'44"_ 455.00 2966' 47.60' DI!DM-,OWN>rde 55 22.14 61" 45s 000 176 67' 6946'74' 0' 50' IOW 200 a e,v! o n a w-ro 5610J.....OF M eo.T IPSD . SCALE IN FEET waver,-,-o,er OR Or ley 6' 0 r7o✓ o O o `< `�`c w o O 0 co w 0- 0 n Q- o' sv Iy .`T.• CD CD Cl) 0 CD QQ dQ co N H CD -1 Q- 7 CD •C 0- CD CD 1 a a ep'0 o o �n pa n OY, CD 0• oO. r, ? co A, ..._. O ° 0- ..., a n rNr ,a-r cn CD C CD CD TS n 0- CD CCD ID y COD 0s C 0 o r-r CD O w 0 C v, co n 0 CD O W a. CCDD O O v/, O' A- rr r°-. a coCD CDCD W o X M, Vl Vl to Vl to Vl Vl Vl to Vl Vl Vl Vl Vl Vl V1 LA Vl V1 to to V)Vl Vl V1.1 C I- = cO_6 O CO F N .1.1.i.i.i e1.i ti.-1.i- .i.i.1.1.1.i.1.i.i.-I.4.i.i.i.i O U = , ,, OO ~ > mi, m f0 @t C > 2 N V/N N V)LA V)N N N V)4/1 N V)N(..A V)V)V.V.VD VD V)V)N N V)V.V)V)LA € «O O a) C O V1 .i LA N Vl Al V)a V1 Vl VI CD Vl N V1 CO LA Cl Vl O VI.i ill N LA m LA a LA LA �O A o 115 =O 0 O t4 rV ni d' Vi CD N W ai'-1 ci ''i ~ .i r4'-1 re,"i a. G j N vE N . e-I .-I v.o CO . 4.C Q FUmN _aA u no O I-. L °o = C ct O m Q , Z to . eo rho u - N- O O ,?,.. C V O CO O OT 0, N N o co CO W N 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 CO CD A - coO N v co j I (D N N3 NJ N N j j N I A ,N., N j A N 0) V CO OD O 0 N CO A N 0) 0)V CO OD OD O N N O N COO N N N N N N O OO V 0) A N O 0O 0) W O W N 03 O N O N O N p V CO V CO V CO CO N O COA CO CC) A CO DO CO 01 N V OD O CO N O O N j co c A N COV N W �N -+ 0 OD OD - A CD V CO NCO -, V V CO O A CO c-25A CITY OF OMAHA LEGISLATIVE CHAMBER Omaha,Nebraska RESOLVED BY THE CITY COUNCIL OF THE CITY OF OMAHA: .2> cn r WHEREAS, bids were submitted on August 1, 2012 for OPW 52275, being residential resurfacing in the following CSO areas: 30th to 27th Streets from Kansas to Ellison Avenues 19th to 24th Streets, from Leavenworth to Hickory Streets, and 216th Street from Leavenworth;Street to Brentwood Avenue; and, WHEREAS, Western Engineering Co., Inc. submitted a bid of $698,259.20, being the lowest and best bid received for OPW 52275. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF OMAHA: THAT, as recommended by the Mayor, the contract with Western Engineering Co., Inc. for OPW 52275, being residential resurfacing in the following CSO areas: 30th to 27th Streets from Kansas to Ellison Avenues, 19th to 24th Streets, from Leavenworth to Hickory Streets, and 216th Street from Leavenworth Street to Brentwood Avenue, in the amount of $698,259.20 is hereby approved; and, that the Finance Department is authorized to pay this cost from the' City Street Maintenance Fund 12129, Residential Street Resurfacing Organization 116161 in the amount of $412,296.40 and the Sewer Revenue Improvement Fund.21124, Sewer Separation Program Organization 116912 in the amount of$285,962.80, year 2012 expenditures. 195012scp APPROVED AS TO FORM: 6eITY ATTORNEY DATE By C un ilmember Adopted :'.1 Q 2. 8 2 7-D /dor c c Clerk 02._ Approved Mayor II - astle Materials Midwest Company $495.00 EACH $36,135.00 7 760.005 ADJUST INLET TO GRADE ' Engineeer's Estimate 20 @ $750.00 EACH $15,000.00 Western Engineering Co., Inc. $900.00 EACH $18,000.00 Oldcastle Materials Midwest Company $770.00 EACH $15,400.00 8 106.002 REMOVE ASPHALT SURFACE COURSE Engineeer's Estimate 300 @ $10.00 per SY $3,000.00 Western Engineering Co., Inc. $3.00 per SY $900.00 Oldcastle Materials Midwest Company $15.50 per SY $4,650.00 9 900.009 ASPHALTIC CONCRETE FOR PAVEMENT REPAIR Engineeer's Estimate 120 @ $100.00 per TON $12,000.00 Western Engineering Co., Inc. $98.00 per TON $11,760.00 Oldcastle Materials Midwest Company $125.00 per TON $15,000.00 10 201.407 7"CONCRETE BASE-TYPE L85 • Engineeer's Estimate 140 @ $85.00 per SY $11,900.00 Western Engineering Co., Inc. $65.00 per SY $9,100.00 Oldcastle Materials Midwest Company $82.50 per SY $11,550.00 11 900.011 CONCRETE PAVEMENT REPAIR, FL85 Engineeer's Estimate 55 @ $85.00 per SY $4,675.00 Western Engineering Co., Inc. $71.00 per SY $3,905.00 Oldcastle Materials Midwest Company $93.50 per SY $5,142.50 12 307.008 REPAIR CONCRETE DRIVEWAY Engineeer's Estimate 45 @ . $50.00 per SY $2,250.00 Western Engineering Co., Inc. $45.00 per SY $2,025.00 Oldcastle Materials Midwest Company $60.50 per SY $2,722.50 Page 4 of 5, 8/1/2012 11:17:12 AM, Bid Tabulation, Generated by:guygerhard for project OPW 52275 CIRCLE '�� a. 12\31` m P 14.62 19.29' \o\ti ,4 1NOCS 7000 - J0 \ THE 000S 10 . qy6° :IA°::51 `�• 4 26.109 SQ FT 9 t. :e 7 'ro R 24.377 SQ Fr 1- 31.207 SQ Ff m w- 28.106 SQ FT -- '4p •\ ' is SrORN SERER EA! 67.19' h 144.59' 4fA9• °N'rr S V TO SID 367 AND DOUC 26346• 154,5f. \ 5 85.52'55"1 475.26'A k N 2 ' PART OF OUTLOT"Er U.S. H I G H 1Y A Y 275 A�'9f.aF„Ifi:711 .32' 21526. • THE RIDGES REPLAT 2 • c 0.00'01"R 90 0 0'M/I NOTE ALL ANGLES ARE 9D UNLESS NOTED RIGHT OF RAY CURVE DATA Curse Della Angle Radius Art Tengen: c 78•19'44"E 5!.OS'M c J A u745'05 430.00 280.02' 0029'' 6 221451•' 505.00 196.09' 99.20• gi' • C 22.1451" 405.00 157.26' 7963' D 30.59'19" 162.76 10.75' 5762' %I E 3659'19" 237.76 161.77' 64.17' S' - CENTERLINR cave DATA 9 9e01R1 MO N O C ?r0le.n Ie Radius 200.00 Arc 393.24' T3e0n2n I - ADD MUM DID 92-25'02" 210.00 336.73' 210.05' 1 P56'44"_ 455.00 2966' 47.60' DI!DM-,OWN>rde 55 22.14 61" 45s 000 176 67' 6946'74' 0' 50' IOW 200 a e,v! o n a w-ro 5610J.....OF M eo.T IPSD . SCALE IN FEET waver,-,-o,er OR Or ley 6' 0 r7o✓ o O o `< `�`c w o O 0 co w 0- 0 n Q- o' sv Iy .`T.• CD CD Cl) 0 CD QQ dQ co N H CD -1 Q- 7 CD •C 0- CD CD 1 a a ep'0 o o �n pa n OY, CD 0• oO. r, ? co A, ..._. O ° 0- ..., a n rNr ,a-r cn CD C CD CD TS n 0- CD CCD ID y COD 0s C 0 o r-r CD O w 0 C v, co n 0 CD O W a. CCDD O O v/, O' A- rr r°-. a coCD CDCD W o X M, Vl Vl to Vl to Vl Vl Vl to Vl Vl Vl Vl Vl Vl V1 LA Vl V1 to to V)Vl Vl V1.1 C I- = cO_6 O CO F N .1.1.i.i.i e1.i ti.-1.i- .i.i.1.1.1.i.1.i.i.-I.4.i.i.i.i O U = , ,, OO ~ > mi, m f0 @t C > 2 N V/N N V)LA V)N N N V)4/1 N V)N(..A V)V)V.V.VD VD V)V)N N V)V.V)V)LA € «O O a) C O V1 .i LA N Vl Al V)a V1 Vl VI CD Vl N V1 CO LA Cl Vl O VI.i ill N LA m LA a LA LA �O A o 115 =O 0 O t4 rV ni d' Vi CD N W ai'-1 ci ''i ~ .i r4'-1 re,"i a. G j N vE N . e-I .-I v.o CO . 4.C Q FUmN _aA u no O I-. L °o = C ct O m Q , Z to . eo rho u - N- O O ,?,.. C V O CO O OT 0, N N o co CO W N 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 CO CD A - coO N v co j I (D N N3 NJ N N j j N I A ,N., N j A N 0) V CO OD O 0 N CO A N 0) 0)V CO OD OD O N N O N COO N N N N N N O OO V 0) A N O 0O 0) W O W N 03 O N O N O N p V CO V CO V CO CO N O COA CO CC) A CO DO CO 01 N V OD O CO N O O N j co c A N COV N W �N -+ 0 OD OD - A CD V CO NCO -, V V CO O A CO pzi °, rod 4_ ONo rn ' , pt o 0 0 ",cm _ •t co ,t rs O N N N - 00CD CD 'ACDD. ' O , CD '-' Qo P O N ' n N ,_r (- r CD b cp', 5- (4 N t•A (D VO N 0 CD CA O O?d • t. '-. go O CD a E rn � • tz ' OO orn QrD O _ DNCOn ' aN `� O1 O D IN)¢ CD O N f cn to G7 .'�• ¢ E• .fir CD ¢' ci) Pi) n. CD. ci) tS ot O ,_, '� c CD CD O'' CD Z Cs OD I _ _ N '� N.— ch P. Cti O N � O � CO O pi 0 0- \ , C\ .116 Fad N N CD .+ �, • C i ONp. 0 • CD ,-r o .• CI) Q Q= : . Nr' l,,> E C c Ca i O `�7 ," _ o 0 ' CT O O 0 O . �'� O 0� J 0• n o r. ."S CD i-t,(IQ Q.. CD 1-1.) �'`C sue' 5(I4 CD (s -tea..• J:.. ,. , _ e h 'E • anization 116912 in the amount of$285,962.80, year 2012 expenditures. 195012scp APPROVED AS TO FORM: 6eITY ATTORNEY DATE By C un ilmember Adopted :'.1 Q 2. 8 2 7-D /dor c c Clerk 02._ Approved Mayor II - astle Materials Midwest Company $495.00 EACH $36,135.00 7 760.005 ADJUST INLET TO GRADE ' Engineeer's Estimate 20 @ $750.00 EACH $15,000.00 Western Engineering Co., Inc. $900.00 EACH $18,000.00 Oldcastle Materials Midwest Company $770.00 EACH $15,400.00 8 106.002 REMOVE ASPHALT SURFACE COURSE Engineeer's Estimate 300 @ $10.00 per SY $3,000.00 Western Engineering Co., Inc. $3.00 per SY $900.00 Oldcastle Materials Midwest Company $15.50 per SY $4,650.00 9 900.009 ASPHALTIC CONCRETE FOR PAVEMENT REPAIR Engineeer's Estimate 120 @ $100.00 per TON $12,000.00 Western Engineering Co., Inc. $98.00 per TON $11,760.00 Oldcastle Materials Midwest Company $125.00 per TON $15,000.00 10 201.407 7"CONCRETE BASE-TYPE L85 • Engineeer's Estimate 140 @ $85.00 per SY $11,900.00 Western Engineering Co., Inc. $65.00 per SY $9,100.00 Oldcastle Materials Midwest Company $82.50 per SY $11,550.00 11 900.011 CONCRETE PAVEMENT REPAIR, FL85 Engineeer's Estimate 55 @ $85.00 per SY $4,675.00 Western Engineering Co., Inc. $71.00 per SY $3,905.00 Oldcastle Materials Midwest Company $93.50 per SY $5,142.50 12 307.008 REPAIR CONCRETE DRIVEWAY Engineeer's Estimate 45 @ . $50.00 per SY $2,250.00 Western Engineering Co., Inc. $45.00 per SY $2,025.00 Oldcastle Materials Midwest Company $60.50 per SY $2,722.50 Page 4 of 5, 8/1/2012 11:17:12 AM, Bid Tabulation, Generated by:guygerhard for project OPW 52275 CIRCLE '�� a. 12\31` m P 14.62 19.29' \o\ti ,4 1NOCS 7000 - J0 \ THE 000S 10 . qy6° :IA°::51 `�• 4 26.109 SQ FT 9 t. :e 7 'ro R 24.377 SQ Fr 1- 31.207 SQ Ff m w- 28.106 SQ FT -- '4p •\ ' is SrORN SERER EA! 67.19' h 144.59' 4fA9• °N'rr S V TO SID 367 AND DOUC 26346• 154,5f. \ 5 85.52'55"1 475.26'A k N 2 ' PART OF OUTLOT"Er U.S. H I G H 1Y A Y 275 A�'9f.aF„Ifi:711 .32' 21526. • THE RIDGES REPLAT 2 • c 0.00'01"R 90 0 0'M/I NOTE ALL ANGLES ARE 9D UNLESS NOTED RIGHT OF RAY CURVE DATA Curse Della Angle Radius Art Tengen: c 78•19'44"E 5!.OS'M c J A u745'05 430.00 280.02' 0029'' 6 221451•' 505.00 196.09' 99.20• gi' • C 22.1451" 405.00 157.26' 7963' D 30.59'19" 162.76 10.75' 5762' %I E 3659'19" 237.76 161.77' 64.17' S' - CENTERLINR cave DATA 9 9e01R1 MO N O C ?r0le.n Ie Radius 200.00 Arc 393.24' T3e0n2n I - ADD MUM DID 92-25'02" 210.00 336.73' 210.05' 1 P56'44"_ 455.00 2966' 47.60' DI!DM-,OWN>rde 55 22.14 61" 45s 000 176 67' 6946'74' 0' 50' IOW 200 a e,v! o n a w-ro 5610J.....OF M eo.T IPSD . SCALE IN FEET waver,-,-o,er OR Or ley 6' 0 r7o✓ o O o `< `�`c w o O 0 co w 0- 0 n Q- o' sv Iy .`T.• CD CD Cl) 0 CD QQ dQ co N H CD -1 Q- 7 CD •C 0- CD CD 1 a a ep'0 o o �n pa n OY, CD 0• oO. r, ? co A, ..._. O ° 0- ..., a n rNr ,a-r cn CD C CD CD TS n 0- CD CCD ID y COD 0s C 0 o r-r CD O w 0 C v, co n 0 CD O W a. CCDD O O v/, O' A- rr r°-. a coCD CDCD W o X M, Vl Vl to Vl to Vl Vl Vl to Vl Vl Vl Vl Vl Vl V1 LA Vl V1 to to V)Vl Vl V1.1 C I- = cO_6 O CO F N .1.1.i.i.i e1.i ti.-1.i- .i.i.1.1.1.i.1.i.i.-I.4.i.i.i.i O U = , ,, OO ~ > mi, m f0 @t C > 2 N V/N N V)LA V)N N N V)4/1 N V)N(..A V)V)V.V.VD VD V)V)N N V)V.V)V)LA € «O O a) C O V1 .i LA N Vl Al V)a V1 Vl VI CD Vl N V1 CO LA Cl Vl O VI.i ill N LA m LA a LA LA �O A o 115 =O 0 O t4 rV ni d' Vi CD N W ai'-1 ci ''i ~ .i r4'-1 re,"i a. G j N vE N . e-I .-I v.o CO . 4.C Q FUmN _aA u no O I-. L °o = C ct O m Q , Z to . eo rho u - N- O O ,?,.. C V O CO O OT 0, N N o co CO W N 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 CO CD A - coO N v co j I (D N N3 NJ N N j j N I A ,N., N j A N 0) V CO OD O 0 N CO A N 0) 0)V CO OD OD O N N O N COO N N N N N N O OO V 0) A N O 0O 0) W O W N 03 O N O N O N p V CO V CO V CO CO N O COA CO CC) A CO DO CO 01 N V OD O CO N O O N j co c A N COV N W �N -+ 0 OD OD - A CD V CO NCO -, V V CO O A CO