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HomeMy WebLinkAbout039-92 Ordinance ___~_..__~~,___,.__........,.~~._M'~_,___,__~~ , _..~_ _~"_.,_~_~- RECORD OF ORDINANCES Dayton Legal Blank Co_ Form No. 30043 Ordinance No.___~_~~_'::~~~n_____ Passed____~___nn~________~___~m_n_ mm____19__n - AN ORDINANCE TO ACCEPT THE LOWEST/BEST BID FOR THE WILCOX ROAD REALIGNMENT/TUTTLE ROAD EXTENSION r PROJECT, AND DECLARING AN EMERGENCY \. WHEREAS, after advertising , receiving and opening bids on April 17, 1992 for the Wilcox Road Realignment/Tuttle Road Extension Project; and . WHEREAS, Council has determined that the lowest and best bid for said project is from Nickolas Savko & Sons, Inc., in the amount of $423,062.71. NOW, THEREFORE BE IT ORDAI~bY the Council of the City of Dublin, State of Ohio, of the elected members concurring: section 1. That the bid from Nickolas Savko & Sons, Inc., in the amount of $423,062.71 is hereby accepted. section 2. That the city Manager and Finance Director be, and hereby are, authorized and directed to execute a contract with Nickolas Savko & Sons, Inc., for completion of said project pursuant to the bid specifications and documents on file in the office of the Department of Development. ~ section 3. That this Ordinance be, and the same hereby is, f declared to be an emergency measure for the preservation of \-, the public peace, health and safety and for the further reason to ensure completion of the project during the 1992 construction season, and therefore this Ordinance shall take effect and be in force immediately upon its passage. Passed this / S'/ day of r ' 1992. ~~_/ M. r - Pr si ng Officer l ATTEST: ~a~ Clerk of Council C. I hreby ce~~ that copies of this- Ord:nance/Rt:)ulunon were posted in the , City of Dub"n In accordance with Section 731.25 of the Ohio Revised Code. ~4;tA:-- () (7~ Clerk of Council, Dublin, Ohio ~..___._._."...__"~_.._".o._ _ _____...__._.0__.___.___________._.______.. .... ---,~-,-,",~-"-,-"""""-,<,"~,-,-"~""--,<~~------~",,,--,,,,",,,;;"';"'~"'" ,'~-'_..~. .......y~~,----..' MEMORANDUM TO: City Council Members FROM: Timothy C. Hansley, City Manager - SUBJECT: wilcox Road Realignment/Tuttle Road Extension Project DATE: April 30, 1992 Recommendation Nine bids were opened on April 17, 1992 for the wilcox Road Realignment/Tuttle Road Extension project. Those bids are shown on the attached bid summary. The lowest bid was submitted by Nickolas Savko & Sons, Inc. , of Columbus, Ohio. The second lowest bid was submitted by Decker Construction Company. -- Bids were taken for a concrete base pavement and for an aggregate base pavement. The aggregate base alternative was $52,835.92 less than the concrete base bid. Therefore, it is recommended that Council authorize the City Manager to enter into a contract with Nickolas Savko & Sons, Inc. , in the amount of $423,062.71 for the wilcox Road Realignment/Tuttle Road Extension project. The Franklin County Engineer's office will reimburse the City of Dublin $300,000.00 for their share of the project cost. ~ Two Franklin County bridge replacement projects are currently under construction on Rings Road and Avery Road. Both streets should be re-opened to traffic by May 25, 1992, limiting their impact on the wilcox Road Realignment/Tuttle Road Extension project. I - - --.. '~ - . -- L - - - - I .... - r ~ ..._ ~ ~ '--' . . , ":. '-....,-./ \...- _ ~.. _ r - I I ' . J ...... I . ~ . I CITY OF DUBLIN WILCOX ROAD REALIGNMENT 11 TUTTLE ROAD EXTENSION BID TABULA TION , I, BID OPENING' APRIL 17, 1992 NICKOLAS SAVKO 8. DECKER CONSTRUCTION CONCRETE STRA\.ISER PA \ ING S. E. JOHNSON MILLER PA VEMENT ~~~~~~&TION ~g~~~~~s SHELL Y 8. SANDS, INC, ENGINEER'S ESTIMATE. SONS, INC. COMPANY CONSTRUCTION COMPANY COMPANIES, INC. MAINTENANCE, INC. COMPAN~I' INC. PAVING, INC. BASE BID 770,000.00 COMPANY AL TERNA TE BID 620,000.00 TOTAL TOTAL TOTAL TOTAL TOTAL TOTAL I TOTAL TOTAL TOTAL ITEM DESCRIPTION QTY, UNIT LABOR MATL TOTAL PRICE. LABOR MATL TOTAL PRICE LABOR MATL TOTAL PRICE LABOR MATL TOTAL PRICE LABOR MATL TOTAL PRICE LABOR MATL TOTAL PRICE LABOR MATL TOTAL PRICE LABOR MATL TOTAL PRICE LABOR MATL TOTAL PRICE THE rOLLCWING ITEMS rOR BASE BI~ PAVEMENT VITH CONCRETE BASE I 305 7' PORTLAND CEMENT CONCRETE 216 Sg,Y1). I BASE 6.25 10.00 16.25 3510.00 4.00 11.80 15.80 3412.80 8.72 13.09 21.80 4708.80 7.50 11.0U 18.50 3996.00 8.75 8.75 17.50 3780.00 7.00 13.00 20.00 4120.00 4.44 14.81 19.25 4158.00 8.20 10.00 18.20 3931.20 30~ I:~S~ORTLAND CEMENT CONCRETE 11334 Sa.YD. 5.93 9.00 14.93 169,216.62 2.90 14.00 16.90 191.54f.60 4.70 10.00 14.70 166,609.80 2.30 14.00 16.30 184,774.20 4.2~ 11.25 15.50 175,677.00 6.00 11.50 17.50 198,345.20 4.23 14.071 18.30 207,412.20 5.90 11.00 16.90 191.544.60 I t\ Ill!', - --r--\ 402 1-1/4' ASPHALT CONCRETE.AC-20 798 TONS 6.00 16.00 22.00 17,556.00 5.20 17.00 22.20 17,715.60 8.40 12.60 21.00 16,758.00 5.40 16.80 22.20 17.715.60 11.50 11.50 23.00' 18,354.00 7.50 15.00 22.50 17,955.00 5.48 18.27 i 23.75 18,952.50 8.00 15.25 23.2~ 18,553.50 I ~ U n 1) 404 1-1/4' ASPHALT CONCRETE..AC-20 806 TONS 6.40 16.00 22.40 18.054.40 5.20 18.00 23.20 18,699.20 8.56 12.84 21.40 17,248.40 5.40 18.00 c3.40 18.860.40 11.50 12.35 23.85 19,223.10 7.50 16.00 23.50 18,941.00 5.83 18.92. 24.75 19,948.50 9.00 15.54 24.40 19,666.40 407 TACK COAT 1162 GALS. .60 .50 1.10 1278.20 1.00 1162.00 .58 .87 1.45 1684.90 .50 .50 1.00 1162.00 .15 .35 .50 581.00 .30 .70 1.00 1162.00 .31 .39 .70 813.40 1.33 1.00 2.33 2707.46 THE FOLLO'JING ITEMS FOR ALTERNATE BID, PAVEMENT 'WITH AGGREGATE BASE I. 301 6' BITUMINOUS AGGREGATE BASE 3848 TONS AC-20 8.50 13.00 21.50 82,732.00 3.80 16.50 20.30 78,114.40 3.00 16.00 19.00 13,112.00 8.20 11.00 19.20 73,881.60 6.50 1~.00 21.50 82,732.00 3.46 17.14 20.60 79,268.80 5.50 14.50 20.00 76,960.00 5.20 15.50 20.70 79,653.60 304 6' AGGREGATE BASE 1924 CU.YII. 6.20 11.00 17.20 33.092.80 4.40 11.00 15.40 29.629.60 6.00 10.25 lb.2~ 31.265.00 5.00 H.OO 16.00 30,784.00 5.00 12.00 17.00 32,708.00 4.61 13.64 18.25 3:1,113.00 5.45 14.00 19.45 37,421.80 7.15 9.00 16.15 31.07C'.60 40Z I-liZ' ASPHALT CONCRETE..AC-20 958 TONS 8.15 13.00 21.15 20,261.70 3.80 17.00 20.80 19,926.40 1\11 I ~ I I J 4.:iO 16.75 ZI.~:l 20,357.50 B.85 11.50 20.35 19,495.30 6.50 15.00 -21.50 20,597.00 4.04 18.24 ?2.25 21.315.50 7.50 15.00 22.50 21.555.00 4.84 17.:10 22.34 21.401.72 402 I-II?' ASPHALT CONCRETE,AC-20 958 TONS 8.60 13.00 21.60 20,692.80 J.80 18.00 21.80 20,884.40 4.50 18.00 2?30 21.555.00 8.~5 12.35 20.90 ZO,022.20 6.50 16.00 22.50 21.55:).00 4.55 18.70 23.25 22,273.50 7.20 16.00 23.20 22..225.60 4.84 17.50 22.34 21.401.72 THE FOLLOVING ITE~S FOR BASE BID OR ALTERNATE BID I ?01 ('L fARING AND GRUBBING L.S. L.S. ;>:>00.00 -0- ?:l00.00 2500.00 8800.00 -0- B800.00 8800.00 4000.00 6000.00 10,OOO.oe 10,oeo.00 4uuO.oa 4000.00 4000.00 -0- 4000.00 4000.00 18,00.00 -0- 18,000.00 18,OuO.00 ,}:lOO.OO -0- 9~00.00 9500.00 12,000.00 500.00 12, '500.00 koSI/O.OO 2317.50 -0- 2317.50 2317.'0 I . I ~. "!tI!t.1Jmro.."It~B .-' --1:;3.' - ~~ 4eso;oo -0- 4fSQ,QO ~"l!ILOO I~OO.GO -0--' 1i?8-o,Ql!llentl;OO eOi).oo 300.00 500.00 500.00 ~OOo,\}(1 _ -0- 31100.00 1000.00 4~0.00 41- 4bOO'oll, 4:'00.OU 3000.00 -'1- 3000..oQ 3qtlll.1!I't :5250,00 -0- 5250.00 :\2:;0.00 ~OOO.OO :l00.00 5500.00 :J~OO.OO 2558.25 300.00 2858.2'" 2858'<:5 l02 \JELL \JI\JIND PUMP REMOVED L.S. LoS. 200.00 -0- ;>00.00 200.00 1100.00 -0- 1100.00 1100.00 ~OO.Oo 300.00 500.0C 500.00" 500.00 -u- ~OO.ou 500.00 1000.00 -0- 1000.00 1000.00 2000.00 -0- 2000.00 ;>000.00 1500.00 -0- 1:100.00 1500.00 790.00 -0- 790.00 7911.00 958.75 200.00 1158.75 1158.75 Z02 PAVlMOH REMOVED 3096 sa.YD. 1.85 -0- 1.85 5727.60 3.00 -0- 3.00 9268.00 1.60 2.40 4.00 12.184.00 . 2.00 -0- 2.00- 6192.00 1.50 -0- 1.50 4644.00 5.00 -0- 5.00 15,490.00 ??7 1.43 3.70 11.455.20 2.35 -0- 2.35 7275.60 5.59 -0- 5.59 17,306.64 202 PIPE REMOVED 72 LIN.n. 4.00 -0- 4.00 288.00 5.70 -0- I 5.70 410.40 1.40 2.10 3.50 25~.00 5.00 -0- 5.u~ 3&0.00 ~.OO -0- 7.00 504.00 10.00 -0- 10.00 /20.00 6.80 2.20 9.00 648.00 3.58 -0- 3.58 257.76 10.30 -0- 10.30 741.60 202 STRUCTURE REMOVED L.S. L.S. 2000.00 -0- 2000.00 2000.00 2770.00 -0- 2770.00 2770.00 600.00 900.00 1::l00.0e 1500.00 3500.00 '500.00 4000.00 4000.00 2700.00 -0- 2700.00 2700.00 5000.00 -0- 5000.00 5000.CO 3250.00 -0- 3250.00 3250.00 1500.00 500.00 2000.00 2000.00 1184.50 -0- 1184.50 1184.50 202 GUARDRAIL REMOVED 102 LINFT. 2.00 -0- 2.00 204.00 2.40 -0- 2.40 ~44.80 1.60 2.40 4.00 408.00 :l.00 -0- ~.OO 510.00 6.00 -0- 6.00 612.00 5.00 -0- 5.00 510.00 2.00 -0- 2.00 204.00 5.32 -0- 5.32 542.64 3.0':1 -0- 3.09 315.18 202 \JALK REMOVED 6 sa. YD. 2.00 -0- 2.00 12.00 6.00 -0- 6.00 36.00 6.00 9.00 15.00 90.00 20.00 -0- 20.CO 120.00 7.50 -0- 7.50 45.00 10.00 -0- 10.00 60.00 34.00 -0- 34.00 204.00 .50 -0- .50 3.00 6.70 -0- 6.70 40.20 203 i~~~~~rEN:2~GRANULAR 500 CU. YD. 2.00 10.00 12.00 6000.00 8.50 13.00 21.50 10,750.00 4.80 7.20 12.00 6000.00 3.00 8.00 11.00 5~OO.00 b.OO 10.00 16.00 8000.00 1.00 9.00 10.00 5000.00 5.70 9.55 1~.25 7625.00 4.85 7.00 11.85 5925.00 8.47 7.50 15.91 798::l.00 203 EXCAVATION, NOT INCLUDING 7738 CU.YD. I EMBANKMENT CONSTRUCTION 3.14 -0- 3.74 28,940.12 3.60 .40 4.00 30,952.00 2.40 3.60 6.00 46,428.00 6.00 46.428.00 4.0C -0- 4.00 30,952.00 3.90 -0- 3.90 30,178.20 4.10 -0- 4.l0 31.725.80 4.99 -0- 4.99 38,612.62 2.42 -0- 2.42 18,72'5.96 203 EMBANKMENT 6621 CU. YD. 1.00 -0- 1.00 6621.00 .60 .20 .80 5296.80 1.60 2.40 4.00 26,484.00 5.00 33,105.00 4.00 -0- 4.00 26,484.00 2.50 -0- 2.50 16,552.50 3.70 -0- 3.70 124,497.70 1.00 .80 1.80 11.917.80 5.48 .10 5.58 36,945.1ij 203 PROOf ROLLING 16 HOURS 50.00 -0- 50.00 800.00 125.00 -0- 125.00 2000.00 44.00 66.00 110.00 1760.00 50.00 -0- 50.00 800.00 60.00 -0- 60.00 960.00 35.00 -0- 35.00 560.00 45.00 -0- 45.00 720.00 100.00 -0- 100.00 1600.00 128.75 -0- 128.75 <>060.00 SPECIAL PERMANENT BARRICADE L.S. LoS. \JITH REfLECTORS 1000.00 1200.00 2200.00 2200.00 300.00 300.00 600.00 600.00 880.00 1320.00 2200.00 2200.00 200.00 400.00 &00.00 600.00 1000.00 500.00 1500.00 1500.00 300.00 300.00 600.00 600.00 1000.00 250.00 1250.eo 1250.00 500.00 1270.00 1710.00 1770.00 366.50 200.00 566.50 566.50 616 \JATER 200 H.GALS. 5.00 5.00 10.00 2000.00 5.00 3.00 8.00 1600.00 .40 .60 1.00 200.00 8.00 2.00 10.00 2uOO.00 1.00 4.00 :l.00 1000.00 7.00 3.00 10.00 2000.00 1.40 1.10 I 2.50 500.00 10.00 2.00 12.00 2400.00 .53 .50 1.03 206.00 616 CALCIUM CHLORIDE 5 TONS 50.00 250.00 300.00 1500.00 30.00 150.00 180.00 900.00 120.00 180.00 300.00 1500.00 100.00 200.00 300.00 1500.00 20.00 180.00 200.00 1000.00 50.00 200.00 250.00 1250.00 11.54 38.46 I 50.00 250.00 200.00 100.00 300.00 1500.00 26.50 25.00 51.50 257.50 I 207 FILTER fABRIC fENCE- 2000 UN.fT. .40 1.50 1.90 3800.00 .25 .50 .75 1500.00 .32 .48 .80 1600.00 .35 .35 .70 1400.00 1.55 .45 2.00 4000.00 1.00 .50 1.50 3000.00 .15 .50 I .65 1300.00 .20 .55 .75 1500.00 .22 .45 .67 1340.00 207 STRA\J DR HAY BALES- 1600 EA. .55 1.75 2.30 3680.00 1.15 1.50 3.25 :5200.00 .60 .90 1.50 2400.00 .50 .50 1.00 · 1600.00 1.50 1.50 3.00 4800.00 2.00 (>.00 4.00 6400.00 .23.77 I 1.00 1600.00 2.00 2.75 4.75 7600.00 2.15 3.00 5.15 8240.00 601 ROCK CHANNEL PROTECTION 29 CU. YD. I TYPE 'c' \J/flL TER 20.00 20.00 40.00 1160.00 23.00 30.00 53.00 1537.00 20.00 30.00 50.00 1450.00 25.00 ;>0.00 45.00 1305.00 45.00 30.00 75.00 2175.00 25.00 ?5.00 50.00 1450.00 47.18 15.82 63.00 1827.00 45.00 20.00 65.00 1885.00 32.00 19.40 :51.40 1490.00 601 RIPRAP, 6' REINfORCED 9 sa.YD. I CONCRETE SLAB- 40.00 60.00 100.00 900.00 60.00 30.00 90.00 810.00 20.00 30.00 50.00 450.00 50.00 20.00 70.00 630.00 60.00 20.00 80.00 720.00 25.00 15.00 ~0.00 360.00 106.80 35.20 142.00 1278.00 150.00 60.00 210.00 1890.00 111.62 30.00 141.62 1274.58 601 ROCK CHANNEL PROTECTION 83 CU.YD. I TYPE 'B' \J/flL TER 20.00 20.00 40.00 3320.00 20.00 16.00 36.00 2988.00 14.00 21.00 35.00 2905.00 25.00 25.00 50.00 4150.00 42.00 28.00 70.00 5810.00 25.00 25.00 :50.00 4150.00 29.70 19.80 49.50 4108.50 33.00 ZO.OO 53.00 4399.00 24.02 19.50 43.5? 3612.16 623 SEEDING AND MULCHING 18,554 sa.YD. .30 .15 .45 8349.30 .25 .15 .40 7421.60 .40 .60 1.00 18,554.00 .20 .15 .35 6493.90 .20 .15 .35 6493.90 .15 .25 .40 7421.60 .oe .27 I .35 6493.90 .20 .16 .36 6679.44 .20 .16 .36 6679.44 623 AGRICULTURAL LIMING 9.67 TONS 5.00 25.00 30.00 290.10 11.00 11.00 22.00 212.74 36.00 54.00 90.00 870.30 10.00 40.00 50.00 483.00 11.00 10.00 21.00 203.07 10.00 15.00 25.00 241.75 5.08 16.92 I 22.00 212.74 11.85 10.00 21.85 211.29 6.63 15.00 21.63 209.16 I 624 SODDING 285 SQ. YD. 1.00 2.50 3.50 997.50 1.00 1.75 2.75 783.75 1.30 1.95 3.25 926.2< 3.00 1.00 4.00 1140.00 1.30' 1.30 2.60 741.00 1.00 ".00 3.00 855.00 .65 2.15 I 2.80 798.00 1.00 1.70 2.70 769.50 1.18 1.50 2.68 763.80 602 CONCRETE MASONRY- 4.47 CU.YD. 500.00 100.00 600.00 2682.00 550.00 80.00 630.00 2816.10 240.00 360.00 600.00 2682.00 350.00 150.00 500.00 2"'35.00 475.00 275.00 750.00 3352.50 400.00 100.00 500.00 2235.00 279.50 170.50 I 450.00 2011.50 1000.00 400.00 1400.00 6258.00 363.45 270.00 633.4:5 2831.52 603 12' CONDUIT, TYPE E. 707.19- 100 LIN.fT. 7.80 12.00 19.80 1980.00 3.00 8.00 11.00 1100.00 4.80 7.20 12.00 1200.00 5.00 ::l.00 10.00 1000.00 1.00 4.00 :5.00 500.00 7.00 5.00 12.00 1200.00 7.00 5.50 I 12.50 1250.00 14.32 10.00 24.32 2432.00 5.:54 4.50 10.04 1004.Q0 603 43'x68' CONDUIT, TYPE /It. 85 UN.fT. I 706.04, CLASS Hf-ll- 100.00 111.70 211.70 17,994.50 68.00 85.00 153.00 13,005.00 56.00 84.00 140.00 11.900.00 30.00 100.00 IJO.OO 11.050.00 68.00 110.00 178.00 ~5,130.00 80.00 90.00 170.00 14,450.00 37.80 108.20 146.00 12,410.00 40.00 112.00 152.00 12,920.00 46.41 105.00 151.41 12,869.85 - "c - .. 604 INlET, CURB , - (AA-S125 12 LINFT. Zl0.00 500.00 710.00 , J. 400.00 400.00 800.00 9600.00 240.00 360.00" 7200.00 150.00 400.00 ~50.00 6600.00 300.00 440.00 740.00. '-'>... u.ou 500.00 250.00 7'30.00 9000.00 295.00 330.0,.. ...S.OO 7500.00 400.00 250.00 650.00 7800.00 6~ _ .200.00 854.90 10,259.80 ... .-=::- -- .:r - ,., t- .""'!' c ~ {/....."'.... - - - - - - - - - - - -.- - - - . - - - - - - --- - -- - - --If - - -- - - - - --r 605 4' PIPE UNDEP -. 4167 LINFT. 1.50 .74 2.24 ".~ 'q 1.90 1.00 2.90 12,084.30 1.40 2.10 I ..' ''\ 14,584.50 2.00 1.00 3.00 12,501.00 2.60 1.40 4.00 I I' '68.00 1.50 1.00 2.:50 10,417.50 1.40 '1" \5 89:59.05 1.39 1.00 2.39 9959J3 1.00 3.45 14,17(..15 ......... - -.; \ ~ .... ~ - r-' 901 12' PIPE \JITH TYPE" 1 174 LINFT ,-- BEDDING (706.02) 14.50 10.00 24.50 4263.00 12.00 12.00 24.00 4176.00 12.00 18.00 30.00 ~?;>0.00 15.00 10.00 ?'1.00 4350.00 21.00 12.00 33.00 5742.00 30.00 10.00 40.00 6960.00 19.00 13.00 32.00 5568.00 15.25 10.00 25.25 4393.50 12.65 9.60 22.25 3871.50 901 15' PIPE \JITH TYPE 1 186 LINFT. I BEDDING (706.01> 14.50 10.00 (>4.50 4557.00 10.00 11.00 21.00 390&.00 12.80 19.20 32.00 5952.00 30.00 10.00 40.JO 7440.00 21.00 L2.00 33.00 6138.00 30.00 10.00 40.00 7440.00 18.00 13.00 31.00 5766.00 19.25 10.00 29.25 5440.50 12.6~ 9.60 22.25 4138.50 I :509 EPOXY COATED REINfORCING STEEL ( GRADE 60). 772 LBS. .25 .30 .55 424.60 1.15 1.00 2.15 1659.80 .40 .60 1.00 772.00 1.00 1.00 2.00 1544.00 1.65 .35 2.00 1544.00 .30 .70 1.00 772.00 .75 .35 1.10 849.20 .20 .32 .52 401.44 1.72 .60 2.32 1791.04 -- - - - -- _. - - 511 CLASS 'C' CONC. \JING\JALLS- 15 CU.YD. 250.00 100.00 350.00 5250.00 320.00 90.00 410.00 6150.00 168.00 252.00 420.00 6300.00 800.00 250.00 1050.00 15,750.00 275.00 75.00 350.00 5;>50.00 300.00 100.00 400.00 6000.00 797.90 97.10 89:1.00 13,425.00 600.00 218.00 818.00 12,270.00 248.82 140.00 388.82 5832.30 -f-- 512 TYPE 'D' \JATERPROOFlNG 137 SQ.YD. 10.00 :l.80 15.80 2164.60 11.00 4.00 15.00 2055.00 4.80 7.20 12.00 1644.00 4.00 10.00 14.00 1918.00 16.00 4.00 20.00 2740.00 9.00 6.00 15.00 2055.00 4.20 13.80 18.00 2466.00 8.00 5.70 13.70 1876.90 24.35 S.OO 29.35 4020.9'3 SPECIAL SEALING Of CONCRETE 34 sa. YD. I SURFACES (EPOXY). 3.00 3.00 6.00 204.00 11.00 5.00 16.00 544.00 2.40 3.60 6.00 204.00 5.00 10.00 15.00 510.00 22.00 5.00 27.00 918.00 12.00 8.00 20.00 680.00 8.45 4.05 12.S0 425.00 7.50 7.00 14.50 493.00 20.75 5.00 25.75 875.50 516 1/2' PREfORMED EXPANSION 25 SQFT. JOINT fILLER. 2.00 1.00 3.00 75.00 1.75 1.25 3.00 75.00 .80 1.20 2.00 50.00 2.00 1.00 3.00 75.00 .60 .40 1.00 25.00 1.50 1.00 2.50 62.S0 .85 1.65 2.50 62.50 .22 .22 .44 11.00 2.07 .50 2.57 64.2'5 603 12')(4' CONDUIT, TYPE A. 706.05, AS PER PLAN- 90 LINFT. 400.00 145.00 :l4~.00 49,050.00 130.00 350.00 480.00 43,200.00 208.00 312.00 520.00 46,800.00 150.00 400.00 550.00 49,500.00 180.00 370.00 S50.00 49,500.00 130.00 400.00 530.00 47,700.00 148.00 397.00 545.00 49.050.00 46.00 350.00 396.00 3S,640.o0 140.00 375.00 515.00 46,350.00 636 CONTROL DENSITY fILL 100 CU.YD. 1.00 37.00 38.00 3800.00 7.00 38.00 45.00 4500.00 13.60 20.40 34.00 3400.00 5.00 35.00 40.00 4000.00 4.00 31.00 35.00 3500.00 10.00 40.00 50.00 5000.00 8.30 27.70 36.00 3600.00 10.00 30.00 40.00 4000.00 29.83 50.00 79.83 7983.00 408 BITUMINOUS PRIME COAT F"DR SHOULDERS 253 SQ.YD. .20 .70 .90 227.70 lJO .40 1.50 379.50 .31 .46 .77 194.81 .50 1.00 1.">0 379.50 .80 .20 1.00 253.00 .50 1.00 1.50 379.50 .95 .30 1.25 316.25 2.00 1.00 3.00 759.00 .27 .50 .77 194.81 - - r-=- 409 SEAL COAT BITUMINOUS MATERIAL fOR SHOULDERS. 76 GALS. 1.00 .60 1.60 121.60 8.50 .~o 9.00 684.00 .56 .84 1.40 106.40 2.50 .75 3.25 247.00 13.50 .50 14.00 1064.00 .50 1.00 1.50 114.00 3.15 .8:1 4.00 304.00 6.00 3.30 9.30 706.80 l.ll 2.50 3.61 274.36 409 SEAL COAT COVER AGGREGATE fOR SHOULDERS 2.0 TONS 175.00 50.00 22S.00 450.00 42.00 8.00 50.00 100.00 96.00 129.00 215.00 430.00 100.00 50.00 150.00 300.00 70.00 5.00 75.00 150.00 15.00 15.00 30.00 60.00 122.20 52.80 175.00 350.00 500.00 200.00 700.00 1400.00 79.50 75.00 154.50 309.00 411 8' STABILIZED CRUSHED AGGREGATE 68 CU.YD. 20.00 12.00 30.00 2176.00 16.00 12.00 28.00 1904.00 12.00 18.00 30.00 2040.00 12.00 10.00 22.00 1496.00 21.00 6.00 27.00 1836.00 12.00 13.00 25.00 1700.00 27.30 11.20 38.50 2618.00 23.29 10.00 33.29 2263.72 11.93 11.50 23.43 1593.24 . . ------ 609 STRAlliHT 18' CONCRETE CURB 72 LINFT. 10.00 3.50 13.50 972.00 6.00 5.0'0 11.00 792.00 6.00 9.00 15.00 1080.00 7.00 2.70 9.70 698.40 7.25 2.00 9.25 666.00 6.00 4.00 10.00 720.00 2.25 7.50 9.75 702.00 6.00 3.65 9.65 694.80 4.88 8.00 12.88 927.36 609 SPECIAL 8' CONCRETE COf'olBINED CURB L GUTTER 4267 LINFT. 3.00 2.98 5.98 25,516.66 2.50 4.00 6.50 27,735.50 2.56 3.84 6.40 27,308.80 5.00 2.00 7.00 29,869.00 4.80 2.00 6.80 29,015.60 4.00 2.20 6.20 26,455.40 1.75 5.75 7.50 32..002.50 5.00 2.95 7.95 33,922.65 4.32 3.00 7.4Z 31.661.14 ----- 621 EDGE LINES 023 MILE 400.00 230.00 630.00 144.90 450.00 1811.00 630.00 144.90 240.00 360.00 600.00 138.00 400.00 200.00 600.00 138.00 480.00 120.00 600.00 138.00 200.00 400.00 600.00 138.00 150.00 :100.00 650.00 149.50 500.00 124.00 624.00 143.52 134.74 200.00 334.74 76.99 621 LANE LINES 0.07 MILE 300.00 225.00 525.00 36.75 400.00 150.00 5S0.00 38.50 200.00 300.00 500.00 35.00 300.00 200.00 500.00 - 35.00 400.00 100.00 500.00 35.00 200.00 300.00 500.00 35.00 127.00 423.00 1550.00 38.50 400.00 120.00 520.00 36.40 107.43 1~0.00 257.43 18.02 621 CENTER LINES 0.76 MILE 600.00 450.00 1050.00 798.00 800.00 300.00 1100.00 836.00 400.00 600.00 1000.00 760.00 700.00 300.00 1000.00 - 760.00 900.00 200.00 1000.00 760.00 300.00 700.00 1000.00 760.00 254.00 846.00 11100.00 836.00 700.00 340.00 1040.00 790.40 678.50 300.00 978.50 743.66 621 STOP LINES 18 UN.f T. 1.50 .60 2.10 100.80 1.70 .50 2.20 105.60 .80 1.20 2.00 96.00 1.00 1.00 2.00 96.00 1.60 .40 2.00 96.00 .50 1.50 2.00 96.00 .46 1.54 I 2.00 96.00 1.50 .58 2.08 99.84 .80 1.00 1.80 86.40 621 TRANSVERSE LINES. YELLO\J 1388 LINFT .60 .40 1.00 1388.00 .80 .20 I LOO 1388.00 .38 .57 .95 1318.60 .30 .70 1.00 1388.00 .80 .1~ .95 1318.60 .35 .60 .95 1318.60 .25 .75 I 1.00 1388.00 .70 .30 1.00 1388.00 .72 .60 1.32 1832.16 I 621 TRANSVF.:RSE LINES, \lHITf 520 LINn. .60 .45 1.05 546.00 .10 .40 l.l0 572.00 .40 .60 L.OO 520.00 .30 .70 1.00 520.00 .85 .~5 UIO S20.00 .40 .60 UO._ 520~OO". ~_...,:,~~~, ,",9Jl. I~.J ~ 1~ ,. .~~QJ, ~ ~. 'l~ It.. ~.. .lion . $~O . Je " . "~St. ~1.3..a.~ ~_~~ ~_. ~e".:-_~r.<')o...~.i, ~Gzl CHIIINNE1i;~~ I:fN~~----f!oe IIN5"f. c- .LO ..u ."" "...w .C:U .1U ...:lU I>U.uu .L1 .11> .cl "".UU .1U' .c~ .30 - bU.\1ll .2; . i..'_ .04 - .27 ,- ~4.00r ~"-~:. .17 .27'" =----:~~ .10 .20 ',. i .30 60.00 .eo .08 .c8 56.00 .27 .10 .31 74.00 621 LANE ARRO\JS 3 EACH 20.00 14.00 34.00 102.00 20.00 15.00 35.00 105.00 12.80 19.20 32.00 96.00 12.00 20.00 32.00 "i6.00 26.00 6.00 32.00 96.00 10.00 22.00 32.00 96.00 10.00 30.00 I 40.00 120.00 20.00 13.30 33.30 99.90 17.96 15.00 32.96 98.88 I 621 \JORD ON PAVEfoo\ENT. 96', ONLY 3 EACH 40.00 25.00 65.00 195.00 4S.00 20.00 65.00 195.00 24.00 36.00 60.00 180.00 20.00 40.00 60.00 180.00 50.00 10.0C 60.00 180.00 20.00 40.00 60.00 180.00 15.00 50.00 I 65.00 195.00 40.00 22.50 62.50 187.50 23.26 20.00 43.26 129.78 630 GROUND MOUNTED SUPPORT I POST NO.3 89 LINFT. .06 .90 L05 133.50 4.00 3.00 7.00 623.00 2.40 3.60 6.00 534.00 2.00 5.00 7.00 623.00 4.55 2.00 6.:55 582.95 2.90 4.00 6.90 614.10 1.6~ ~.35 7.00 623.00 10.00 8.00 18.00 1602.00 3J8 3.00 6J8 550.02 f>30 SIGNS, fLAT SHEET 57 SQ.F"T. 10.30 5.00 15.30 872JO 12.00 6.00 18.00 1026.00 5.20 7.80 13.00 741.00 5.00 12.00 17.00 969.00 10.00 7.10 17JO 974.70 8.00 12.00 20.00 1140.00 4.15 13.85 118.00 1026.00 4.00 2.80 6.80 387.60 7.39 6.00 13.39 763.23 I I 604 MANHOLE. TYPE 'c' 2 EACH 300.00 1000.00 1300.00 2600.00 900.00 915.00 1815.00 3630.00 520.00 780.00 1300.00 2600.00 500.00 750.00 12~0.00 2500.00 1750.00 1250.00 3000.00 6000.00 500.00 1000.00 1500.00 3000.00 457.50 1017.50 1475.00 29~0.00 1300.00 500.00 1800.00 3600.00 1100.00 426.98 1526.98 3053.96 I 901 5' PVc., PIPE.. \lITH TYPE 1 I .... BEDDING, ASTM D-3212 182 LINFT. 30.00 14.00 44.00 8008.00 40.00 25.00 65.00 11.830.00 41.60 62.40 104.00 18,928.00 35.00 35.00 70.00 12,740.00 34.00 11.00 45.00 8190.00 31.00 25.00 56.00 10,192.00 24.65 26.00 50.65 9218.30 14.00 6.00 22.00 4004.00 25.00 10.02 35.02 6373.64 I I I 614 MAINTAINING TRAfFIC L.S. L.S. 4500.00 10.000.00 14,500.00 14,500.00 10.000.00 2000.00 12,000.00 12,000.00 2000.00 3000.00 5000.00 5000.00 3000.00 2000.00 :l000.00 5000.00 12.400.00 -0- 12,400.00 12,400.00 4000.00 1000.00 5000.00 5000.00 11.000.00 1750.00 12,750.00 12,750.00 27,680.00 8000.00 35,680.00 35.680.00 68S8.o0 2000.00 8858.00 8858.00 I 617 MOJIILIZATlON LS. L.s. 1800.00 -0- 1800.00 1800.00 7500.00 500.00 8000.00 8000.00 6600.00 9900.00 16,500.00 16,500.00 4400.00 -0- 4400.00 4400.00 16,500.00 -0- 16,500.00 16.500.00 5000.00 . -0- 5000.00 5000.00 16,500.00 -0- 161500.00 16,500.00 5600.00 -0- 5600.00 5600.00 4120.00 -0- 4120.00 41~0.00 . . . - I 626 CONSTRUCTION LAYOUT STAKES LS. L.S. 9000.00 500.00 9500.00 9500.00 11.000.00 2000.00 13,000.00 13,000.00 3200.00 4800.00 8000.00 8000.00 2850.00 5000.00 7850.00 7850.00 15,000.00 -0- 15,000.00 15.000.00 4000.00 1000.00 15,000.00 15,000.00 8500.00 400.00 8900.00 8900.00 8200.00 2000.00 10,200.00 10,200.00 4907.50 500.00 5407.50 5407.50 I I I I I I TOTAL BASE BID 475,898.63 518,955.49 540,940.56 541,143.00 546,176.42 551,856.65 572,617.74 561,969.41 AL TERNA TE BID 423,062.71 434,976.09 NO BID 460,924.30 472,744.42 46B,925,65 4 7~,303,94 483,728.65 453,908.05 ADDENDUM NO. SIGNED YES YES YES YES YES YES I YES YES YES ;lIE 1;lIE REMARKS. . FROM BID SCHEDULE fROM BID SCHEDULE . ~ .:' :---.... ~~ ~ . 1-' ,. _ -:.. J ~ ~ L ~ _ - d"i.... _ _ ~ _' - - -- - . ,