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Home My WebLink AboutResolution - 2023-R0384 - Change Order No. 1 To Contract 16553, Interstate Sealant & Concrete, Inc - 08/08/2023Resolution No. 2023-R0384 Item No. 7.16 August 8, 2023 12ESOLUTION ; BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: THAT the Mayor of the City of Lubbock is hereby authorized and directed to execute for and on behalf of the City of Lubbock, Change Order No. 1 to that certain Contract No. 16553, ITB 22-16553-TF, by and between the City of Lubbock and Interstate Sealant & Concrete, Inc., and related documents. Said Change Order No. 1 is attached hereto and incorporated in this resolution as if fully set forth herein and shall be included in the minutes of the City Council. Passed by the City Council on August 8, 2023 __ 7 ATTEST: Courtney Paz, City Sec ary APPROVED AS TO CONTENT: Kelly , Executive Director of Aviation APPROVED AS TO FORM: i che i e, Firs Assistant City Attorney Resolution No. 2023-R0384 Office of Purchasing and Contract Management Change Order Contract No: 16553 Change Order No: O1 Bid/RFP No: ITB 22-16553-TF Contractor: Interstate Sealant & Concrete, Inc. Contract Title: LBB Airfield-Wide Joint Seal Project No: 8610.9251.30000 "Change Order" means a wrrtten order to a Contractor, executed by the Owner, m accordance wrth the Contract authorizing an addition to, deletion from, or adjustment or revision of the requirements of the Contract documents, or an adjustrnent to the compensation payable to the Contractor, or to the time for perfonnance of the Contract and completion of the project, or a combination thereof, which dces not alter the nature of project and is an integrel part of the project objective. Adjustments to "Estimated Quantities" to a Ime time m a Unrt Pnce Contract do not require a Change Order All work that alters the nature of the consWction or that is not an integral part of the project objective must be let out for public bid. Description of Change (alterallon, deviation, addition, or deletion) caused by condiNons encountered during construction not covered by the s ecificallons and drawin s of the ro'ect attached additional a es if necessar : OVERRUN ITEMS: Base Bid Item I-4, [tem P-101-5.1, Joint Bevelin for Existin Concrete Joints $337.75 Base Bid Item I-8, Item P-605-5.2, Silicone Joint Seal Along Pavement Shoulder, includes removal, cleaning, sawcut, and $5,411.00 preparing existing joint reservoir Base Bid [tem 2-4, Item P-]01-5.1, Joint Bevelin for Existin Concrete Joints $2,739.75 Base Bid Item 2-7, Item P-604-6.2, Compression Joint Seal for Existing Concrete Pavements, 1 1/4-inch seal in 3/4-inch joint, $5,138.00 includes cleanin sawcut and re arin existin 'oint reservoir Base Bid Item 2-8, Item P-605-5.2, Silicone Joint Seal Along Pavement Shoulder, includes removal, cleaning, sawcut, and $43,729.00 re arin existin �oint reservoir Base Bid Item 3-5 Item P-101-5.2 Concrete Pavement S all Re air includin material re azdless of s all de th $9 750.00 Base Bid [tem 3-8, Item P-605-5.2, Silicone Joint Seal Along Pavement Shoulder, includes removal, cleaning, sawcut, and $'7,539.00 re arin existin 'oint reservoir Base Bid [tem 4-4, Item P-101-5.1, Joint Bevelin for Existin Concrete Joints $1,247.50 Base Bid [tem 4-8, Item P-605-5.2, Silicone Joint Seal Along Pavement Shoulder, includes removal, cleaning, sawcut, and $9 730.00 re arin existin 'oint reservoir Base Bid [tem 5-8, Item P-605-5.2, Silicone ]oint Seal in Existing Concrete Pavement and Pavement Shoulder, includes removal, $3,906.00 cleanin , sawcut, and re arin existin 'oint reservoir Base Bid [tem 6-5, Item P-101-5.2 Concrete Pavement S all Re air includin materials with a maximum de th of 6 inches $6,500.00 Base Bid Item 6-7, Item P-605-5.2, Silicone Joint Seal in Existing Concrete Pavement and Pavement Shoulder, includes removal, $� 2��.00 cleanin , sawcut, and re arin existin 'oint reservoir Base Bid [tem 7-6, Item P-605-5.1, Silicone Joint Seal in Existing Concrete Pavement, 112- to 518-inch seal, includes removal, $ � 2�928.00 cleanin , sawcut, and re arin existin 'oint reservoir Base Bid Item 8-5, Item P-101-5.2 Concrete Pavement S all Re air includin materials with a maximum de th of 6 inches $12,090.00 Base Bid Item 8-8, Item P-605-5.2, Silicone Joint Seal Along Pavement Shoulder, includes removal, cleaning, sawcut, and $1,757.00 re arin existin 'oint reservoir Base Bid Item 9-4, Item P-101-5.1 Joint Bevelin for Existin Concrete Joints $402.75 Base Bid Item 9-5, Item P-]O1-5.2 Concrete Pavement S all Re air includin materials with a maximum de th of 6 inches $1,950.00 Base Bid Item 9-7, Item P-605-5.2, Silicone Joint Seal Along Pavement Shoulder, includes removal, cleaning, sawcut, and $2�g7�,00 re arin existin 'oint reservoir Base Bid Item ]0-5, Item P-101-5.2 Concrete Pavement S all Re air includin materials with a maximum de th of 6 inches $4,290.00 Base Bid Item 10-7, [tem P-604-6.2, Compression Joint Seal in Existing Concrete Pavements, 1 114-inch seal in 3i4-inch joint, g�4,119.00 includes removal, cleanin , sawcut, and re arin existin 'oint reservoir Base Bid Item 10-9, Item P-605-5.2, Silicone Joint Seal Along Pavement Shoulder, includes removal, cleaning, sawcut, and $22��48.00 re arin existin 'oint reservoir Base Bid Item 1 I-5, Item P-101-5.2 Concrete Pavement S all Re air includin materials with a maximum de th of 6 inches $520.00 Base Bid Item 11-7, Item P-605-5.2, Silicone Joint Seal Along Pavement Shoulder, includes removal, cleaning, sawcut, and $�'75.00 re arin existin �oint reservoir Base Bid Item 12-4, Item P-101-5.1, Joint Bevelin for Existin Concrete Joints $162.50 Base Bid [tem 12-6, Item P-605-5.1, Silicone Joint Seal in Existing Concrete Pavement, 112- to 518-inch seal, includes removal, $64.00 cleanin sawcut and re arin existin 'oint reservoir Base Bid Item 12-7, Item P-605-5.2, Silicone Joint Seal Along Pavement Shoulder, includes removal, cleaning, sawcut, and $4,697.00 re arin existin 'oint reservoir Base Bid Item 13-5, Item P-1 O1-5.2 Concrete Pavement S all Re air includin materials with a maximum de th of 6 inches $11,180.00 Base Bid Item 13-9, Item P-605-5.2, Silicone Joint Seal Along Pavement Shoulder, includes removal, cleaning, sawcut, and $91.00 re arin existin 'oint reservoir Additive Alternate A1-5, Item P-101-5.2 Concrete Pavement S all Re air includin materials with a maximum 6-inch de th $14,690.00 Additive Alternate A3-I5, Item P-620-5.1 a, Obliteration of Taxiwa Markin ainbthermo lastic $7,485.75 Additive Alternate A3-16 Item P-620-5.16 Permanent Taxiwa and A ron Markin black aint $8 282.69 Additive Alternate A3-17, Item P-620-5.1 c, Permanent Taxiwa and A ron Markin , ellow and white aint $3,652.64 Additive Altemate A3-18, Item P-620-5.1 d, Permanent Ta�ciwa and A ron Markin , red aint $512.04 OVERRUN COST SUBTOTAL $227319.37 PUR-45 (Rev 08�2018) UNDERRUN ITEMS: Base Bid Item 1-5, Item P-101-5.2 Concrete Pavement Spall Repair (including materials with a maximum depth of 6 inches) Base Bid Item 1-6, Item P-604-6.1, Compression Joint Seal for Existing Concrete Pavements, l-inch seal in 518-inch joint, includes removal, cleaning, sawcut, and preparing existing joint reservoir Base Bid Item 1-7, Item P-604-6.2, Compression Joint Seal for Existing Concrete Pavements, 1 114-inch seal in 3'4-inch joint, includes removal, cleaning, sawcut, and preparing existing joint reservoir Base Bid Item 1-9, [tem P-620-5. I b, Permanent Taxiway and Apron Marking, black paint Base Bid Item 1-10, Item P-620-S.lc, Permanent Taxiway and Apron Marking, yellow and white paint Base Bid Item 1-I 1, Item P-620-S.ld, Permanent Taxiway and Apron Marking, red paint Base Bid Item 2-5, [tem P-101-5.2 Concrete Pavement Spall Repair (including materials with a maximum depth of 6 inches) Base Bid Item 2-6, [tem P-604-6.1, Compression loint Seal for Existing Concrete Pavements, 1-inch seal in 518-inch joint, includes cleaning, sawcut, and preparing existing joint reservoir Base Bid Item 2-9, [tem P-620-5. I b, Permanent Taxiway and Apron Marking, black paint Base Bid Item 2-10, Item P-620-S.lc, Permanent Taxiway and Apron Marking, yellow and white paint Base Bid Item 2-I 1, Item P-620-S.ld, Permanent Taxiway and Apron Marking, red paint Base Bid Item 3-4, Item P-101-S.1, Joint Beveling for Existing Concrete Joints Base Bid Item 3-6, [tem P-604-6.1, Compression Joint Seal in Existing Concrete Pavements, I-inch seal in Si8-inch joint, includes removal, cleaning, sawcut, and preparing existing joint reservoir Base Bid Item 3-7, [tem P-605-S.1, Silicone Joint Seal in Existing Concrete Pavement, 112- to 518-inch seal, includes removal, cleaning, sawcut, and preparing existing joint reservoir Base Bid Item 3-9, Item P-620-S.Ib, Permanent Taxiway and Apron Marking, black paint Base Bid Item 3-10, Item P-620-S.lc, Permanent Taxiway and Apron Marking, yellow and white paint Base Bid Item 3-11, Item P-620-S.ld, Pertnanent Taxiway and Apron Marking, red paint Base Bid Item 4-5, [tem P-101-5.2 Concrete Pavement Spall Repair (including materials with a maximum depth of 6 inches) Base Bid Item 4-6, [tem P-604-6.1, Compression Joint Seal in Existing Concrete Pavements, 1-inch seal in 5/8-inch joint, includes removal, cleaning, sawcut, and preparing existing joint reservoir Base Bid Item 4-7, Item P-604-6.2, Compression Joint Seal in Existing Concrete Pavements, 1 I/4-inch seal in 3/4-inch joint, includes removal, cleaning, sawcut, and preparing existing joint reservoir Base Bid Item 4-9, [tem P-620-S.Ib, Permanent Taxiway and Apron Marking, black paint Base Bid Item 4-10, Item P-620-S.lc, Permanent Taxiway and Apron MarkinQ, yellow and white paint Taxiwav and Aoron Markine. red Base Bid Item 5-4, Item P-101-5.1, Joint Beveling for Existing Concrete Joints Base Bid Item 5-5, Item P-101-5.2 Concrete Pavement Spall Repair (including materials with a maximum depth of 6 inches) Base Bid Item 5-6, Item P-604-6.1, Compression Joint Seal for Existing Concrete Pavements, 1-inch seal in 5/8-inch joint, includes removal, cleaning, sawcut, and preparing existing joint reservoir Base Bid Item 5-7, Item P-604-6.2, Compression Joint Seal for Existing Concrete Pavements, 1 1/4-inch seal in 3/4-inch joint, includes removal, cleaning, sawcut, and preparing existing joint reservoir Base Bid Item 5-9, Item P-620-S.Ib, Permanent Taxiway and Apron Marking, black paint Base Bid Item 5-10, Item P-620-S.lc, Perrnanent Taxiway and Apron Marking, yellow and white paint Base Bid [tem 5-11, Item P-620-S.ld, Permanent Taxiway and Apron Marking, red paint Base Bid Item 6-4, Item P-101-5.1, Joint Beveling for Existing Concrete Joints Base Bid Item 6-6, Item P-605-5.1, Silicone Joint Seal in Existing Concrete Pavement, 1/2- to 5/8-inch seal, includes removal, cleaning, sawcut, and preparing existing joint reservoir Base Bid Item 6-8, Item P-620-S.Ib, Permanent Taxiway and Apron Marking, black paint Base Bid Item 6-9, Item P-620-5.1 c, Permanent Taxiway and Apron Marking, yellow and white paint Base Bid [tem 6-10, Item P-620-S.ld, Permanent Taxiway and Apron Marking, red paint Base Bid [tem 7-4, Item P-101-5.1, Joint Beveling for Existing Concrete Joints Base Bid Item 7-5, Item P-101-5.2 Concrete Pavement Spall Repair (including materials with a maximum depth of 6 inches) Base Bid Item 7-7, Item P-605-5.2, Silicone Joint Seal Along Pavement Shoulder, includes removal, cleaning, sawcut, and prepanng ex�snng�om[ reservo�r Base Bid [tem 7-8, Item P-620-5.1 b, Permanent Taxiway and Base Bid Item 7-9, Item P-620-5.1 c, Permanent Taxiway and Base Bid Item 7-10, Item P-620-S.ld, Permanent Taxiway an white Base Bid Item 8-4, Item P-101-5.1, Joint Beveling for Existing Concrete Joints Base Bid Item 8-6, Item P-604-6.1, Compression Joint Seal in Existing Concrete Pavements, 1-inch seal in 518-inch joint, includes removal, cleaning, sawcut, and preparing existing joint reservoir Base Bid Item 8-7, Item P-604-6.2, Compression Joint Seal in Existing Concrete Pavements, 1 1/4-inch seal in 314-inch joint, includes removal, cleaning, sawcut, and preparing existing joint reservoir Base Bid Item 8-9, Item P-620-5.1 b, Pern►anent Taxiway and Apron Marking, black paint Base Bid Item 8-10, Item P-620-S.Ic, Permanent Taxiway and Apron Marking, yellow and white paint Base Bid Item 8-I 1, Item P-620-S.Id, Permanent Taxiway and Apron Marking, red paint Base Bid Item 9-6, Item P-605-5.1, Silicone loint Seal in Existing Concrete Pavement, 1/2-inch to 5/8-inch seal, includes removal, cleaning, sawcut, and preparing existing joint reservoir Base Bid Item 9-8, Item P-620-5.1 b, Permanent Taxiway and Apron Marking, black paint Base Bid Item 9-9, Item P-620-5.1 c, Permanent Taxiway and Apron Marking, yellow and white paint Base Bid Item 9-10, Item P-620-S.Id, Permanent Taxiway and Apron Marking, red paint $ 1,105.00 $(21,775.00) $(658.00) $ 225.00 $ 198.00 $ 200.00 $ 18,525.00 $(22,595.00) $ 3,786.00 $ 2 946.00 $ 200.00 $ 94.50 $(1,030.00) $(13,734.40) $ 207.00 $ l 14.00 $ 200.00 $ 130.00 $(9,025.00) $(210.00) $ 237.00 $ 177.00 $ 200.00 $ 343.25 $ 13 260.00 $(6,415.00) $(630.00) $ 354.00 $ 288.00 $ 200.00 $ 277.25 $(3,580.80) $ 375.00 $ 387.00 $ 200.00 $ 159.00 $ 23,010.00 $(28,532.00) $ 4,536.00 $ 3,609.00 $ 196.00 $ 621.50 $(8,945.00) $(679.00) $ 390.00 $ 300.00 $ 196.00 $(1,596.80) $ 300.00 $ 240.00 $ 200.00 PUR-45 (Rev 08�2018) Base Bid Item 10-4, [tem P-101-5.1, Joint Bevelin for Existin Concrete Joints $ 3,081.25 Base Bid Item 10-6, [tem P-604-6.1, Compression Joint Seal in Existing Concrete Pavements, l-inch seal in 518-inch joint, $�2g�540.00) includes removal, cleanin , sawcut, and re arin existin 'oint reservoir Base Bid Item 10-8, [tem P-605-5.1, Silicone Joint Seal in Existing Concrete Pavement, 112- to 518-inch seal, includes removal, $�4,588.80) cleanin , sawcut, and re arin existin 'oint reservoir Base Bid Item 10-10 Item P-620-S.lb Permanent Ta�ciwa and A ron Markin black aint $ 2 202.00 Base Bid Item 10-11, Item P-620-S.lc, Permanent Taxiwa and A ron Markin , ellow and white aint $ 1,728.00 Base Bid Item 10-12, [tem P-620-S.ld, Permanent Taxiwa and A ron Markin , red aint $ 200.00 Base Bid Item 11-4, Item P-101-5.1, Joint Bevelin for Existin Concrete Joints $ 85.00 Base Bid Item 11-6, Item P-605-5.1, Silicone Joint Seal in Existing Concrete Pavement, 112- to 518-inch seal, includes removal, g��,088.00) cleanin , sawcut, and re arin existin 'oint reservoir Base Bid Item 11-8, Item P-620-S.lb, Permanent Taxiwa and A ron Markin , black aint $ 204.00 Base Bid Item I 1-9, Item P-620-S.Ic, Permanent Taxiwa and A ron Markin , ellow and white aint $ 171.00 Base Bid Item I I-10 Item P-620-S.ld Permanent Taxiwa and A ron Markin red aint $ 200.00 Base Bid Item 12-5, Item P-101-5.2 Concrete Pavement S all Re air includin materials with a maximum de th of 6 inches $ 2,470.00 Base Bid Item 12-8, Item P-620-S.lb, Pertnanent Taxiwa and A ron Markin , black aint $ 210.00 Base Bid [tem 12-9, Item P-620-S.lc, Permanent Taxiwa and A ron Markin , ellow and white aint $ 180.00 Base Bid Item 12-10, Item P-620-S.ld, Permanent Taxiwa and A ron Markin , red aint $ 200.00 Base Bid Item 13-4 Item P-101-5.1 Joint Bevelin for Existin Concrete Joints $ 410.00 Base Bid [tem 13-6, Item P-604-6.1, Compression ]oint Seal in Existing Concrete Pavements, 1-inch seal in 518-inch joint, $(5,685.00) includes removal, cleanin , sawcut, and re arin existin 'oint reservoir Base Bid Item 13-7, Item P-604-6.2, Compression Joint Seal in Existing Concrete Pavements, I 114-inch seal in 314-inch joint, $(637.00) includes removal, cleanin , sawcut, and re arin existin 'oint reservoir Base Bid Item 13-8, Item P-605-5.1, Silicone Joint Seal in Existing Concrete Pavement, 112- to 518-inch seal, includes removal, $�� 318.40) cleanin , sawcut, and re arin existin 'oint reservoir Base Bid [tem 13-10, Item P-620-S.lb, Permanent Taxiwa and A ron Markin , black aint $ 564.00 Base Bid Item 13-11, Item P-620-S.lc, Permanent Taxiwa and A ron Markin , ellow and white aint $ 462.00 Base Bid [tem 13-12 Item P-620-S.ld Permanent Taxiwa and A ron Markin red aint $ 188.00 Additive Alternate AI-4, Item P-101-5.1, Joint Bevelin for Existin Concrete Joints $ 610.50 Additive Alternate AI-6, Item P-604-6.1, Compression Joint Seal in Existing Concrete Pavements, 1-inch seal in 5�'8-inch joint, $�� 31 1.90) includes removal, cleanin , sawcut, and re arin existin 'oint reservoir Additive Alternate AI-7, [tem P-605-5.2, Silicone Joint Seal Along Pavement Shoulder, includes removal, cleaning, sawcut, and $�� 5,603.00) re arin existin 'oint reservoir Additive Alternate AI-8, Item P-620-S.lb, Permanent Taxiwa and A ron Markin , black aint $ 171.00 Additive Alternate A 1-9, [tem P-620-5. I c, Permanent Taxiwa and A ron Markin , ellow and white aint $ 141.00 Additive Alternate A1-10, Item P-620-S.Id, Permanent Taxiwa and A ron Markin , red aint $ 200.00 Additive Alternate A2-4, Item P-101-5.1, Joint Bevelin for Existin Concrete Joints $ 1,110.50 Additive Alternate A2-5, Item P-101-5.2 Concrete Pavement S all Re air includin materials with a maximum 6-inch de th $ 12,610.00 Additive Alternate A2-6, Item P-604-6.1, Compression Joint Seal in Existing Concrete Pavements, 1-inch seal in 518-inch joint, $�2� �056.75) includes removal, cleanin , sawcut, and re arin existin 'oint reservoir Additive Alternate A2-7, Item P-605-5.2, Silicone Joint Seal Along Pavement Shoulder, includes removal, cleaning, sawcut, and $�9,478.00) re arin existin 'oint reservoir Additive Alternate A2-8, Item P-620-S.lb, Permanent Taxiwa and A ron Markin , black aint $ 168.00 Additive Alternate A2-9, Item P-620-S.lc, Permanent Taaciwa and A ron Markin , ellow and white aint $ 144.00 Additive Alternate A2-10, Item P-620-S.Id, Pertnanent Taxiwa and A ron Markin , red aint $ 200.00 Additive Altemate A3-5, Item L-108-5.1, Remove and Dis ose #8 AWG SKV Under round Series Cable $ 801.42 Additive Alternate A3-6, Item L-108-5.2, #8 AWG SkV T e C Cable, installed in trench, duct bank, or conduit $ 633.65 Additive Altemate A3-7, Item L-108-53, #6 AWG Solid Baze Soft Drawn Copper Counterpoise Wire, installed above duct bank $�5,624.94) or conduit, includin connections/terminations Additive Alternate A3-8, Item L-110-5.1, Trenchin and Backfill for PVC Conduit 18-inch minimum de th $ 2,861.34 Additive Alternate A3-9, Item L-110-5.2, Non encased Electrical Conduit, 2-inch SCH 40 $ 1,117.60 Additive Altemate A3-10, [tem L-125, Duct Markers $ 2,100.00 Additive Altemate A3-12, Item L-125-5.2, Relocate Four-Module L-854, Guidance Si n includin new si n base $ 3 850.00 Additive Altemate A3-14, Item L-125-5.4, Remove Existin Si n Base and Restore Site $ 2,222.22 UNDERRUN COST SUBTOTAL $(343,820.77 APPROVED WORK OUTSIDE OF ORIGINAL SCOPE CHANCE ORDER TOTAL $116,501.40 Where Change Vrder is negoUated, Change Urder must be tully documentetl anA item�zetl as to costs, mcluclmg matenal quantmes, matenal costs, taxes, msurance, employee benefits, other related costs, profit, and overhead. Where certain unit prices are contained in initial Condact, no deviations are allowed in computing negotiated change order costs. PUR-45 (Rev 08i2018) -.0 ' � �.� t u_ 1.�.�1 �. ' i i � i 1 i. . �;�� A. ORlGINAL CON B. AMOUNT OF TI� � COST CENTER: C. i PERCEN'C OF CI E. F. ' Cauned �emowl rcuuaed d 1� n natw�ly a=roo0 dal Qie aborc dopx amoum �nd eLr w�c auension, �s ap�diabic. a sc� fonh m this i for dl eos��, c�pen.es. ■nd d.m� a �he CaNaaa. aAecthc.datc6taucqrcw�f a ahcnnu.la anY�Y Araa IAc wo�t perfamcd or nwdiied by 1Ac Caunctar unda lia CMuje Qedcr Brian R. Colbert 01�"'"''��r°'''"R`°�'" Ostr. IOt�.07.20 t 127A) -05�00� � (1) Conlnctot WNe (1' ? '�i (3) Represa�tat e � - �te � � '1 p (S) C�piut Msn��e► Dat—� � Couned Oaro�/ August 8, 2023 8/8/2023 Datte �s�a. uem a: 7.16 � co.wwx� tul� ca�pawt� a �bc coau«wr b. a�nj awi of, m awlt�di�caly a �nai�ecqr- Juiy t8. 2023 baie 7• �o•Lo zs �� 8/8/2023 Resolutwn N 2023-R0384 PUR�4S(Re� OS'r018) LBB AWJS PROGRESS ESTIMATE lubbock Aifiield-Wide Joint Seal CHANGE ORDER # 1 ITEM NO. DESCRIPTION OF ITEM Contract FINAL Unused Units Unit Decrease Cost ITEM Quanti Quanti Overrun UnRs Price Increase Cost NO. 1. BASE BID - TWY P Pavement Joint Seal 1-4 Item P-101-5.1, Joint Bevetin for Existin Concrete Joints 12,700 14,051.00 1,351.00 $0.25 $337.75 I-4 � 5 Item P-101-5.2 Concrete Pavement Spall Repair (mcluding matenals wrth a � Q 5.75 -425 $260.00 -$1,105.00 1-5 maximum depth of 6 inches) Ilem P-604-6.1, Compression Joint Seal for Existing Concrete Pavements, 1-inch I-6 seal in 5/8-inch jomt, includes removal, cleaning, sawcut, and preparing existing 17,800 13,445 00 -4,355.00 $5.00 -$21,775.00 1-6 joint reservoir Item P-604-6.2, Compress�on Joint Seal for Existing Concrete Pavements, 1 I 4- 1-7 mch seal in 3/4-inch�oint, includes removal, cleaning, sawcut, and preparing 700 60G.00 -94.00 $7.00 -$658.00 I-? ex�sung join[ reservoir Item P-605-5.2, Silicone Joint Seal Along Pavement Shoulder, includes rerrwval, ��g cleanin , sawcut, and re arin existin 'oint reservoir 2,200 2,973.00 773.00 $7.00 $5,41 I.00 I-S 1-9 Item P-620-S.Ib, Permanent Taxiwa and A ron Markin , black aint 80 5.00 -75.00 $3.00 -$225.00 I-9 1-10 Item P-620-S.lc, Permanent Taxiway and Apron Marking, yellow and white paint 70 4.00 -66 00 $3.00 -$198.00 1-10 1-I 1 Item P-620-S.ld, Permanent Taxiwa and A ron Markin , red aint 50 -50 00 $4.00 -$200.00 I-I 1 TOTAI. ADJUST\1F..VT TN Y P -SI H�AI Z.ZS 2. BASE BID - TYVY J Pavement Joint Seal 2-4 Item P-101-5.1, Joint Bevelin for Existin Concrete Joints 89,000 99,959 10,959.00 $0.25 $2,739.75 2-4 Item P-101-5.2 Concre[e Pavement Spall Repair (including materials wilh a Z-5 maximum depth of 6 inches) Zg0 208.75 -7125 $260.00 -$18,525.00 2-5 Item P-604-6.1, Compression Joint Scal for Existing Concretc Pavcments, 1-inch 2-6 scal in Si8-mch�omt, includes cleaning, sawcut, and preparing cxisting joint 93,900 89,381 -0,519.00 $5.00 -527,595.00 2-6 rescrvo�r Item P-604-6.2, Compression lomt Seal for Existing Concrete Pavements, 1 I�4- 2-7 mch seal in 3 4-inch joint, mcludes cicaning, sawcu�, and pneparing existing jomt 9,800 10,534 734.00 $7.00 $5,138.OU 2-7 reservoir Item P-605-5.2, Silicone ]omt Scal Along Pavement Shouldcr, includcs rcmoval, Z-g cicanin , sawcut, and re aru� exislin 'oint reservoir 14,560 20,807 6,247 00 $7.00 E43,729.00 2-8 2-9 Item P-620-S.lb, Pcrmanent Taxiwa and A ron Markin , black aint 1,350 88 -1,262.00 $3.00 -$3,786.00 2-9 2-10 Ilem P-620-S.Ic, Pcrtnancnt Taxiway and Apron Marking, ycllow and whi�c pam� 1,080 98 -982.00 $3.00 -$2,946.00 2-10 2-1 I Item P-620-S.ld, Permanent Taxiwa and A ron Markin , rcd aint 50 -50 00 $4,00 -�200.00 2-I I TOTAL ADJl; STNE?IT 7'N'Y J SS�SS4.iS 3. BASE BID - 7WY K Pavement Joint Seal 3-4 Item P-101-5. l, Joint Bcvclin for Existin Concrete Joints 16,400 16,022 -378 00 $0 25 -$94.50 3-0 3-5 ��em P-101-5.2, Concrete Pavement Spall Repair, including material regazdless of �0 47.5 37.50 $260.00 59,750.00 3-5 spall dept6 Item P-604-6.1, Compression loint Scal in Existing Concrctc Pavcmcnts, I-mch 3-6 seal m 5 8-mch jomt, includcs removal, cicaning, sawcut, and prcparing exisling 3,920 3,714 -206.00 $5.00 -$1,030.00 3-6 oint rescrvoir 3 � Item P-605-S.1, Siliconc ]omt Seal in Existing Concretc Pavcment, 1/2- to 5�8-mch �6,600 12,308 -4,292.00 $3.20 -$13,734 40 3-7 seal, includes rcmoval, cleaning, sawcut, and prcparing cxisting joint rescrvo'v Item P-605-5.2, Silicone Joint Seal Along Pavcment Shoulder, includes removal, 3-8 cleanin , sawcut, and re arin exist' 'oint reservoir �,330 2,407 1,077.00 $7.00 $7,539.00 3-S 3-9 Ilem P-620-S.lb, Pemianent Taxiwa and A ron Markin , black aint 80 1 I -69.00 $3.00 -$207.00 3-9 3-10 Item P-620-S.Ic, Pertnanent Taxiway and Apron Marking, yellow and white pamt 70 32 -38.00 $3.00 -$I 14.00 3-10 3-11 Item P-620-S.Id, Pertnanent Taxiwa and A ron Markin ,red aint 50 -50.00 $4.00 -$200.00 3-11 TOTAL ADJUST)tEVT TN'Y K $1�909.10 4. BASE BID - 7WY G Pavement Joint Seal 4-4 Item P-101-S.1, loint Bevelin for Existin Concrete Joints I0,700 15,690 4,990.00 $0.25 $I,247.50 4-4 4-5 �tem P-101-5.2 Concrete Pavetnent Spall Repair (including materials with a �0 9.5 -0.50 $260.00 -$130.00 4-5 maximum de th of 6 inches) Item P-604-6.1, Compression Jomt Seal in Existing Concrete Pavements, 1-mch 4-6 seal in 5 8-inch joint, includes removal, cleaning, sawcut, and preparing existmg 17,100 15,295 -I,805.00 55.00 -54,025.00 4-6 joint reservoir Item P-604-6.2, Compression Joint Seal in Existing Concrete Pavements, l l 4-mch 4-7 seal m 3.�4-inch joint, includes removal, cleamng, sawcut, and prepanng ex�stmg 600 570 -30.00 $7.00 -5210.00 4-7 jomt reservo�r 4 g Item P-605-5.2, Silicone Jomt Seal Along Pavement Shoulder, includes removal, 1,790 3,180 1,390.00 $7.00 $9,730.00 4-8 cleaning, sawcut, and prepanng ewshng�oint reservov 4-9 Item P-620-S.lb, Pennanent Taxiwa and A ron Markin ,black aint 80 1 -79.00 $3.00 -5237.00 4-9 4-10 item P-620-S.Ic, Pem�anent Taxiway and Apron Marking, yellow and white pamt 60 1 -59.00 $3.00 -$177.00 4-10 4-11 Item P-620-5. Id, Permanent Taxiwa and A ron Marking, red aint 50 -50.00 $4.00 -5200.00 41 I TOTAL ADJUST�fE�T TK'Y C S99$.SO Page 1 of 4 Recon Tabulation LBB AWJS PROGRESS ESTIMATE DESCRIPTION OF ITEM 5. BASE BID - TWY R Pavement Joint Seal 5-0 Item P-101-5.1, Joint Bevelin for Existin Concrete Joints 8,200 6,827 -1,373.00 $025 -$343.25 5-4 Item P-101-5.2 Concrete Pavement Spall Repair (including materials with a 5-5 �ximum de th of 6 inches) 70 19.0 -51 00 $260.00 -$13,260.00 5-5 Item P-604-6.1, Compression Jomt Seal for Exis[ing Concrete Pavements, 1-mch 5-6 seal in 5;8-inch joint, mcludes removal, cleaning, sawcut, and prepanng existing 7,200 5,917 -1,283.00 $5 00 -$6,415.00 5-6 joint reservoir Item P-604-6.2, Compress�on loint Seal for Existing Concrete Pavements, I 1 4- 5-7 inch seal in 3 4-inch joint, includes removal, cleaning, sawcut, and prepanng 1,000 910 -90.00 $7 00 -$630.00 5-7 existing joint reservoir 5.8 Item P-605-5.2, Silicone Joint Seal in Existing Concrete Pavement and Pavement Z�2�0 2,828 558.00 $7 00 $3,906.00 5-8 Shoulder, includcs removal, cleaning, sewcut, and prepanng existmg jomt reservoir 5-9 Item P-620-S.Ib, Permanent Taxiwa and A ron Markin , black amt 120 2 -I 18.00 $3.00 -$354.00 5-9 5-10 Item P-620-S.lc, Permanent Taxiway and Apron Marking, yellow and white paint 100 4 -96.00 $3 00 -$288.00 5-10 5-1 I Item P-620-S.ld, Permanent Taxiwa and A ron Markin , red aint 50 -50.00 $4 00 -$200.00 5-1 I TOTAI, ADJUST�IFVT TN Y R �17,SH4.25 6. BASE BID - TWY F Pavement Joint Seal 6-4 Itcm P-101-S.l,loint Bevclin for Existin Concrctc loints 13,900 12,791 -1,109.00 $025 -$277.25 6-4 �5 Item P-101-5.2 Concrete Pavemcnt Spall Repair (including materials wrth a �25 150 25.00 $260.00 $6,500 00 6-5 maximum de th of 6 inches) Item P-605-5.1, Siliconc Joint Seal in Existing Concrete Pavemcnt, IR- to 5.�8-inch 6-6 scal, includes removal, cleaning, sawcut, and prcparing cxisting joint reservoir �3.900 12,781 -1,119.00 $3.20 -$3,580.80 6-6 Item P-605-5.2, Silicone loint Seal in Existing Concrcte Pavement and Pavement 6-7 Shoulder, includes removal, dcanmg, sawcut, and prepazing existmg jomt reservoir 3,900 4,931 1,031.00 $7.00 $7,217.00 6J 6-8 Itcm P-620-S.Ib, Pcrmanent Tax�way and Apron Marking, black paint 220 95 -125.00 $3.00 -$375.00 6-8 6-9 Itcm P-620-S.Ic, Pcrmancnt Taxiway and Apron Marking, ycllow and whitc paml 180 51 -129.00 $3.00 -$387.00 6-9 6-10 Item P-620-S.Id, Pcrtnanent Taxiwa and A ron Markin , red aint 50 -50.00 $4.00 -$200.00 6-10 TOTAt. ADJUST)1F.VT TN�Y F S8 896.95 7. BASE BID - TWY M Pavement Jolnt Seal 7-4 Item P-101-5.1, Joint Bevclin for Existin Concrete loints 73,530 72,894 -636.00 $0.25 -$159.00 7-4 Item P-101-5.2 Concrctc Pavemcnt Spall Repair (including materials with a 7-5 maximum de th of 6 inches) 350 261.5 -88.50 $260 00 -$23,010.00 7-5 Item P-605-S.1, Silicone ]oint Seal in Existing Concretc Pavement, 112- to 5. 8-inch 7-6 seal, includes rcmoval, cleaning, sawcut, and preparing cxisting joint reservov �3,530 77,570.0 4,040.00 $3.20 $12,928.00 7-6 Item P-605-5.2, Siliconc lomt Seal Along Pavcmcnt Shoulder, mcludes removal, �� cicanin , sawcut, and re ann cxistin oint rescrvoir 24,920 20,844.0 -4,076.00 $7.00 -$28,532.00 7-7 7-8 Itcm P-620-5.16, Permancnt Taxiway and Apron Marking, black paint 1,570 58 -I,S 12.00 $3.00 -$4,536.00 7-8 7-9 Itcm P-620-S.Ic, Pcrmancnt Taxiway and Apron Markmg, ycllow and wh�tc pamt 1,260 57 -1,203.00 $3.00 -$3,609.00 7-9 7-10 Item P-620-S.Id, Pem�ancnt Taxiwa and A ron Markin , red aint 50 I -49.00 $4.00 -$196.00 7-10 TOTAL ADJi �S7 �f ENT -f N Y�I -547,114.00 8. BASE BID - 7WY V Pavement Joint Seal 8-4 Item P-101-5.1, lomt Bevelm for Exisun Concrete Joints 12,600 10,114.00 -2,486.00 $0.25 -$621.50 8-4 Item P-101-5.2 Concrete Pavement Spal1 Repair (including materials with a 8-5 tnaximum de th of6 inches) �0 56.50 46.50 5260.00 $12,090.00 8-5 Item P-604-6.1, Compression Jomt Seal in Exisung Concrete Pavements, I-inch 8-6 seal in 5%8-inch joint, includes removal, cleaning, sawcut, and prepanng existing 1 I,000 9,211 -1,789.00 $5.00 -$8,945.00 8-6 joint reservoir Item P-604-6.2, Compression Jomt Seal m Ex�s4ng Conerete Pavements, I I'4- 8-7 inch seal in 3'4-inch jomt, includes removul, cleaning, sawcut, and prepanng I,000 903 -97.00 $7.00 -$679.00 8-7 existing jomt reservov g g Item P-605-5.2, Silicone lomt Seal Along Pavement Shoulder, includes removal, Z g,}(I 3,091 251.00 57.00 $1,757.00 8-8 cleaning, sawcut, and prepanng existmg�omt reservou 8-9 Item P-620-S.Ib, Pertnanent Tax�wa and A ron Markm , black amt 130 -130.00 $3.00 -$390.00 8-9 8-10 Item P-620-S.Ic, Pem�anent Taxiway and Apron Markmg, yellow and white paint 100 -100.00 $3.00 -$300.00 8-10 8-11 Item P-620-S.ld, Permanent Taxiwa and A ron Markm , red amt 50 I -49.00 $4.00 -$196.00 8-11 TOTAL ADJUST�IENT 7'N�Y V $2,i15.50 Page 2 of 4 Recon Tabulation LBB AWJS ITEM NO. I DESCRIPTION OF ITEM PROGRESS ESTIMA7E 9. BASE BID - TVYY N Pavement Jolnt Seal 9-4 Item P-101-S.1, Joint Bevelin for Existin Concrete Joints 8,100 9,71 I I,61 I.00 $0.25 $402.75 9-4 Item P-101-5.2 Concrete Pavement Spall Repair (including meterials with a 9-5 �ximum de th of 6 inches) 45 52.5 7 50 $260.00 S 1,950.00 9-5 Item P-605-5.1, Silicone Joint Seal in Existing Concrete Pavement, I/2-inch to 5'8- 9-6 �nch seal, includes removal, cleaning, sawcut, and preparing existingjoint reservoir �0,210 9,71 I -499.00 $3.20 -$1,596.80 9-6 Item P-605-5.2, Silicone Joint Seal Along Pavement Shoulder, includes removal, 9�� cleanin , sawcut, and re arin existin 'oint reservoir 2.��0 3,181 411.00 $7.00 $2,877.00 9-7 9-8 Item P-620-S.Ib, Permanent Taxiway and Apron Marking, black paint 100 -100.00 $3.00 -$300.00 9-8 9-9 Itcm P-620-5. Ic, Pcrmancnt Taxiway and Apron Marking, ycllow and whitc pamt 80 -80.00 $3.00 -$240.00 9-9 9-10 Item P-620-S.Id, Permanent Taxiwa and A ron Markin , red aint SO -50.00 $4.00 -$200.00 9-10 TOTAI.ADJUST�fEVTTHI' V $2,892.95 10. BASE BID - TWY L Pavement Joint Seal 10-4 Item P-101-5.1, loint Bevelin for Existin Concrete Joints 54,100 41,775 -12,325.00 $0.25 -$3,081.25 10-4 10-5 �►em P-101-5.2 Concrete Pavement Spall Repair (including materials with a �5 91.5 16.50 $260.00 $4,290.00 10-5 maximum de th of 6 inches) Item P-604-6.1, Compression loint Seal in Existing Concrete Pavements, I-mch 10-6 seal in 5 8-inch jo�nt, includes removal, cleaning, sawcut, and preparing existing 36,500 30,792 -5,708.00 $5.00 -$28,540.00 10-6 joint reservoir Item P-604-6.2, Compression Joint Seal in Existing Concretc Pavements, I I 4- 10-7 inch seal in 3/4-inch joint, includes removal, cleaning, sawcut, and preparing 3,900 5,917 2,017.00 $7.00 $!4, I 19.00 10-7 existingjoin[ reservoir Itcm P-605-5.1, Silicone loint Scal in Existing Concretc Pavcment, 112- [0 5.8-inch 10-8 scal, includcs rcmoval, cicaning, sawcut, and preparing exisling joint reservoir 6,500 5,066 -1,434.00 $3.20 -$4,588.80 10-8 Item P-605-5.2, Silicone loint Seal Along Pavement Shoulder, includes removal, 10-9 cleaning, sawcut, and preparing cxisting joint rescrvoir 1,890 5,054 3,164.00 $7.00 $22,148.00 10-9 10-10 Item P-620-S.lb, Permanent Taxiwa and A ron Marking, black amt 770 36 -734.00 $3.00 -$2,202.00 10-10 10-I I Itcm P-620-S.lc, Pcrtnancm Taxiway and Apron Marking, ycllow and whitc paint 620 44 -576.00 $3.00 -$ I,728.00 10-12 Itcm P-620-S.ld, Pcrmanent Taxiwa and A ron Markin , rcd aint 50 -50.00 $4.00 -$200.00 10-12 TOTAI. ADJI�tiT�IFVTT�\�V 1. $216.95 17. BASE BID - TWY T Pavemant Jolnt Seal I 1-4 Itcm P-101-5.1, Joint Bcvclin for Existin Concrctc loints 5,400 5,060 -340.00 $0.25 -$85.00 11-4 Item P-101-5.2 Concrete Pavement Spall Repa'v (including materials wrth a l 1-5 ��um dc th of 6 inchcs) 10 12.0 2.00 $260.00 $520.00 11-5 Item P-605-5.1, Siliconc loint Scal in Existing Concretc Pavcmcnt, 112- to 5:8-inch � 1�6 scal, includcs rcmoval, cicaning, sawcut, and prcparing cxisting joint rescrvov 5,400 5,060 -340.00 $3.20 -$1,088.00 11-6 Item P-605-5.2, Siliconc Joint Seal Along Pavement Shoulder, includes removal, �� cleanin , sawcut, and re ann existin 'oint rescrvo'v 1,370 1,395 25.00 $7.00 $175.00 11-7 11-8 Itcm P-620-S.Ib, Pcrmanent Taxiway and Apron Marking, black paint 70 2 -68.00 $3.00 -$204.00 11-8 I I-9 Itcm P-620-S.Ic, Permancnt Taxiway and Apron Marking, yellow and whitc pamt 60 3 -57.00 $3.00 -$171.00 11-9 I1-10 Item P-620-S.Id, Pennanent Tax�wa and A ron Markin ,red aint 50 -50.00 $4.00 -$200.00 11-10 TOTAL ADJLS"I��ItVT TN�Y T -51,053.00 12. BASE BID - TWY Q Pavement Joint Seal 12-4 Item P-101-5.1, Joint Bevelin for Existin Concrete ]oints 3,600 4,250 650.00 $0.25 $162.50 12-4 Item P-101-5.2 Concrete Pavement Spall Repair (including materials with a � Z-5 maximum de th of 6 inches) 15 5.5 -9.50 $260.00 -$2,470.00 12-5 ltem P-605-5.1, Silicone Joint Seal in Existing Concrete Pavement, I/2- to 5.%8-inch �Z-6 seal, includes removal, cleaning, sawcut, and preparing existing joint reservov 3.600 3,620 20.00 $3.20 564.00 12-6 Item P-605-5.2, Silicone Joint Seal Along Pavement Shoulder, includes removal, 12-7 cleanin , sawcut, and re arin existin 'oint reservoir �•2g0 1,951 671.00 $7.00 $4,697.00 12-7 12-8 Item P-620-S.lb. Pertnanent Taxiway and Apron Marking, black paint 70 -70.00 $3.00 -$210.00 12-8 12-9 Item P-620-S.lc, Permanent Tax�way and Apron Markmg, yellow and wlirte pamt 60 -60.00 $3.00 -$180.00 12-9 12-10 Item P-620-S.Id, Pertnanent Tax�wa and A ron Markm , red amt 50 -50.00 $4.00 -$200.00 12-10 TOTAL ADJUST�tE�IT TN Y Q 5�,863.50 Page 3 of 4 Recon Tabulation LBB AWJS PROGRESS ESTIMATE DESCRIPTION OF ITEM quantity Quantity 13. BASE BID -TVYY S Pavement Joint Seal 13-4 Item P-101-5.1, Joint Beveling for Existin Concrete Joints 12,710 I 1,070.00 -1,640 00 $0 25 -$410 00 13-4 13-5 �►em P-101-5.2 Concrete Pavement Spall Repair (including materials with a 45 88 43.00 $260.00 SI 1,180.00 13-5 maximum de th of 6 inches) Item P-604-6.I, Compression Jomt Seal in Existing Concrete Pavements, 1-mch 13-6 seal in 5'8-inch jomt, includes removal, cleaning, sawcut, and prepanng existing 7,200 6,063 -1,137.00 $5.00 -$5,685.00 13-6 'oint reservoir Item P-604-6.2, Compress�on Jomt Seal in Existing Concrete Pavements, I 1:4- 13-7 inch seal in 3!4-inchjoint, includes removal, cleaning, sawcut, and prepanng 1,100 1,009 -91.00 $7.00 -$637.00 13-7 existing�oint reservoir Item P-605-5.1, Silicone lomt Seal in Existing Concrete Pavement, 1+2- to 5 8-mch 13�8 seal, includes removal, cleaning, sawcut, and preparing existing joint reservoir 4,410 3,998 -412.00 $3.20 -$1,318.40 13-8 Item P-605-5.2, Silicone Jom[ Seal Along Pevement Shoulder, includes removal, � 3-9 cleaning, sawcut, and prepanng existing joint reservo'v 4,180 4,193 13.00 $7.00 $91.00 I 3-9 13-10 Itcm P-620-5.16, Pcrmancnt Tax�wa and A ron Markin , black aint 200 12 -188.00 $3.00 -$564.00 13-10 13-I 1 Item P-620-S.Ic, Permanent Taxiway and Apron Marking, yellow and white paint 170 16 -154.00 $3.00 -$462.00 13-12 Item P-620-S.Id, Pertnanent Taxiwa and A ron Markin ,red aint 50 3 -47.00 $4.00 -$188.00 13-12 TOTAI. ADJUST\fEVT TN 1- S S2 006.60 ADDITNE ALTERNATIVE 1- Car o Apron AI-4 Item P-101-5.1, Joint Bcvcling for Exis[ing Concretc Joints 49,900 47,458 -2,442.00 $0.25 -$610.50 AI-4 A1_5 ltem P-101-5.2 Concrete Pavcment Spall Repair (including matcrials with a g0 136.5 56.50 $260.00 $14,690.00 AI-5 maximum de th of 6 inches) Itcm P-604-6.1, Compression loint Scal in Existing Concrctc Pavcmcnts, 1-mch AI-6 seal in 5�8-inch joint, includes removal, cleaning, sawcut, and prcparing cxistmg 50,000 47,458 -2,542.00 $4.45 -$I 1,311.90 AI-6 'oint reservoir Itcm P-605-5.2, Siliconc loint Scal Along Pavcmcnt Shouldcr, includcs rcmoval, A�� cicanin , sawcut, and re ann existin 'oint reservoir 4,160 1,931 -2,229.00 $7.00 -$15,603.00 AI-7 AI-8 Item P-620-5.16, Pcrmanent Taxiway and Apron Marking, black paint 60 3 -57.00 $3.00 -$171.00 AI-8 Al-9 Itcm P-620-S.Ic, Pcrmancnt Taxiway and Apron Marking, ycllow and whitc paint 50 3 -47.00 $3.00 -$141.00 AI-9 AI-10 Item P-620-S.Id, Pcrmancnt Tax�wa and A ron Markin , rcd aint 50 -50.00 $4.00 -$200.00 AI-10 TOTAL ADJlftiT\1FVT ADDITIVE AI.TERNATE 1 .S]$,347.40 ADDRNE ALTERNATIVE 2- West GA A ron A2-4 Item P-101-5.1, Joint Bcvclin for Existing Concretc loints 27,700 23,258 -4,442.00 $0.25 -$1,110.50 A2-4 � 5 Itcm P-101-5.2 Concrcte Pavement Spall Rcpair (including matcrials with a �OS 56.5 -48.50 $260.00 -$12,610.00 A2-5 maximum dc th of 6 inchcs) Item P-604-6.1, Compression loint Scal in Existing Concrcte Pavcments, 1-inch A2-6 scal in 5:8-inch jomt, includcs removal, cicaning, sawcut, and prcparing cxisting 27,700 23,267 -4,433.00 $4.75 -$21,056.75 A2-6 'oint rescrvoir Itcm P-605-5.2, Siliconc Joint Seal Along Pavcment Shouldcr, includes rcmoval, �-� cicanin , sawcut, and re ann cxistin 'oint rescrvoir 2,950 1,596 -1,354.00 $7.00 -$9,478.00 A2-7 A2-8 Item P-620-5.1 b, Permanent Taxiway and Apron Marking, black paint 60 4 -56.00 $3.00 -$168.00 A2-8 A2-9 Itcm P-620-S.Ic, Permancnt Taxiway and Apron Marking, ycllow and whitc pamt 50 2 -48.00 $3.00 -$144.00 A2-9 A2-10 Itcm P-620-S.Id, Pcrmancnt Taxiwa and A ron Markin , rcd aint 50 -50.00 $4.00 -$200.00 A2-10 T07ALADRiS7>tENTADD171VEALTERNATE2 -S44,i6i.2$ ADDITNE ALTERNATIVE 3- TWY 17R-35L Hold Slgn Relocation A3-5 Item Lr108-5.1, Remove and Dispose #R AWG SKV Underground Series Cable 361 -361.00 $2.22 -$801.42 A3-6 ��em L-108-5.2, �!8 AWG SkV Type C Cable, installed in trench, duct bank, or �,370 1,275 -95.00 $6.67 -$633.65 conduit A3 � Item L-]08-53, ir6 AWG Sol�d Bare Soft Drawn Copper Counterpoise Wire, �,370 647 -723.00 $7.78 -$5,624.94 mstalled above duct bank or conduit, including connections/temtinations A3-8 Item L-110-5.1, Trenching and Backfill for PVC Conduit (18-inch nunimum depth) 650 547 -103.00 $27.78 -$2,861.34 A3-9 Item L-110-5.2, Nonencased Electrical Conduit, 2-inch SCH 40 650 523 -127.00 $8.80 -$1,117.60 A3-9 A3-10 Item L-125, Duct Markers 14 -14.00 $I50.00 -$2,100.00 A3-10 A3 �2 I�t�m L-125-5.2, Relocate Four-Module L-854, Guidance Sign including new sign 12 � � -1.00 $3,850.00 -$3,850.00 A3-12 A3-14 Item L-125-5.4, Remove Existmg Si�en Base and Restore Sue 13 11 -2.00 $I,1 I 1.1 I -$2,222.22 A3-14 A3-IS ItemP-620-S.Ia,ObliterauonofTaxiwayMarking(paindthemioplastic) 17,000 21,990.50 4,990.50 $1.50 $7,485.75 A3-IS A3-16 Item P-620-5.16, Permanent Taxiway and Apron Marking, black pamt 5,980 9,431.12 3,451.12 $2.40 $8,282.69 A3-16 A3-17 Irem P-620-S.lc, Pertnanent Taxiway and Apron Marking, yellow and white paint 5,980 8,262.90 2,282.90 $1.60 $3,652.64 A3-17 A3-I8 Item P-620-S.Id, Permanent Taxiwa and A ron Markin , red amt 5,150 5,278.01 128.01 $4.00 5512.04 A3-18 TOTALADJUST�fE�TADDITI\'EALTERNATE3 5721.95 TOTAL CHANGE OF COST -$116,501.40 Page 4 of 4 Recon Tabulation