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CONTINUATION SHEET 11x1 DOCUMENT C703 PAGE of ( PAGE: <br /> AIA Document G702, APPLICATION AND CERTIFICATE FOR PAYMENT, containing APPLICATION NUMBER: 3 <br /> Contractor's signed Cc•rlrl can()n 1s jilached. <br /> In tabulations below, amounts are stated w the nearest dollar. APPLICATION DATE: September-C), 19°x? <br /> Use Column I on Contracts where variable retainage for line items may apply. PERIOD FRU.�t 7-1-1988 <br /> TO: 9-1-1988 <br /> ARCHITECT'S PROJECT NO: 861010-1 <br /> ^ a --- - -- <br /> c <br /> I IT I <br /> IT(�t j D(sCk!F'T;()•, r+; • • WORK CO.%IPLET(D <br /> No c-r1EDULED <br /> IOTAL COMM It() <br /> i "WE Th,% Am lrcal.on AnD STORED �. I BALANCE RETAINAGE <br /> Fr`c MLIS i0 DATF G-(I TO FINISH <br /> I1 Fork in Plau. Srnrrd Malruals ,p+Eyf E.-G <br /> Section nAn I I •�))I�ial.on. L , <br /> not .n D or EI <br /> 202 5017 Mobilization <br /> r�i203 .5011 Field Office, Type D $9525-00 175.00 ?175:0 9525.00 X100% 476.:i <br /> 2175.00 100 ! <br /> },210 .501 I Remove Concrete Curb 1 . 10 5,987 30 I 1 10,,.75 <br /> 210 .501 Remove B624 Curb Guttr 1 . 10 5987.30 :100% 291;?7 <br /> 3�r. 1Q 34. 10 '100% 1 .71 <br /> 210 .5011 Remove 811 -Storm Sewer 5.05 333.30 1 <br /> 210 .5051 Remove Conc Pave w/bit �urf 1 .45 ! 333.30 1100% ; � 16.67 <br /> 13737...95 i '3737-.95 1100% 646.C5 <br /> 210 -505 ! Bituminous Pavem <br /> -it 1 . 10 ! 3' - ' 11 i <br /> 210 .509 Remove Catchbasin 353'76 j 17.09 <br /> 75.00 I 300.00 1 '300.00 400% 1 .00 <br /> 210 .5131 Sawing Bituminous Pavemnt 2.45 447,_13 l 447. 13 100% <br /> :210 .5155 Unclassified Excavation; 3. 95 ?9601 .30 x.2.36 <br /> 210 .525 Topsoil Borrow (LV) 7.60 I 29601 .30 100% l 1480.07 <br /> I 3Rr4.5 2952.60 295?...60 100% 1�7.r,; <br /> 210 .5 1 Geotextile Fabric-Roadw�ys -.70 1 7P72.PO <br /> 221 .501 1 Aggregate Ease Class 3 j 4.30 I 61 7877..?0 100% 3'•'•:7.61 A <br /> ! 36109.68 ?:6109.68 100% o0 1`;05.4r <br /> 221 .5011 Aggregate Base, Class 5 5. 15 3P,351..64 I I 3^351 .64 00% �� �? 5 <br /> 1 $ 1..17. t? <br /> '233 .504 Bituminous Material-Mixi{.ure 140.00 i 10318.00 1 log I151�ro � .��. 100%��, q�'S0 <br /> 233 .510 Binder Course Mixture 8.65 1 6132.85 1 I c '32.8F <br /> :233 <br /> .51111 Base Course Mixture 8.60 7991 ,4F )1., 100% O I 30 6.64 <br /> -o.8 7991 .46 100% ;�2Q 399.57 <br /> ;3234 .504 , Bituminous Material-Mixtture 140.00 I 645 •.00 � I =+4.84-:A(} �00%�•� <br /> J234 .508 Wearing Course Mixture i 15.75 ?743. 17 <br /> I ±) - 127•'3. 17 '00% G37. 16 <br /> 235 .502 Bituminous Material-Tact Coat 1 .20 570.00 I 5]0.00 100% I r <br /> 245 .507 ; Granular Bedding-Storm , ewer 8. 10 290.87 2.�.,)0 <br /> 90.87 1100% <br /> 250 .541 61' Pert' Thermoplastic D� Pipe 9. 10 1237.E0 I , , 0 1�1.5� <br /> 2503-511 I 1 211 RC Pipe Sewer CL V i I 1 r..,)7•GO 1�00� I 61 ..qP <br /> p 35. 35 ?..26?.40 -262.40 1100% 113. 1?. <br /> ;­250().509 Construct Catchbasin De4 N 880..00 3520.00 ; '57..0.00 1'00% <br /> 253 .501 Conc Curb & Cutter Des 8618 4.05 2111?_.E5 ' I I o 1 176.00 <br /> 2" 112.65 100% 1055.63 <br /> �-253 .501 I Conc Curb & Gutter Des B6214 7.60 76.00 � � i <br /> 253 .5021 Conc Curb Design B6 7,05 --_ - i 76.00 100% I 3.80 <br /> x253 .511 Conc Driveway Apron 135.00 7965.00 I ?9---- 100% �( r <br /> ;' 57 .501 Bale Check 5.95 24cj.gp 249.90 100% I 39-9.2•) <br /> 1?.50 <br /> I <br /> . AIA DOCUMENT G703 CONTIxU.1.710.% SHEEP .NPRIL 1178 EDITION AIAS U 1978 <br /> - THE AMERICAN INSTITUTE OF ARCHITECTS. 1715 NEW YORK AVE., N.W., WASHINGTON. D. <br /> 703-1978 <br />