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f CONTINUATION SHEET AIA DOCUMENT 0703 <br /> AIA Document G702,APPLICATION AND CERTIFICATE FOR PAYMENT, containing PACE 2 Of rt PAGE <br /> Contractor's signed Certification is attached. APPLICATION NUMBER: 2 <br /> In tabulations below,amounts are stated to the nearest dollar. APPLICATION DATE: June 30, 1988 <br /> Use Column I on Contracts where variable retainage for line items may apply. PERIOD FROM: June 1 , 1988 <br /> Y P� Y' TO: June 30. 1988 <br /> ARCI IITECT'S PROJECT NO: 861019-1 <br /> ff. 1 8 C <br /> D E F <br /> DESCRIPTION of 1V(}K�, SCHEDULED %VEJKN CUMPLETED fpTAl COMPLE1Et)VALUE This Application AND STORED BALANCE RETAINAGE <br /> Prc�u�us TO DATE (,-�(r TO FINISH <br /> Section "Art Application, %Vork in Place Stored Materials tU+E'ft ( -Gt <br /> (not in D or EI <br /> 202 .501 Mobilization $9525.00 4762.50 4762. 0 952.5.00 100 476.25 <br /> .203 .501 Field Office, Type D 2175.00 2175.00 2175.00 100% 108.75 <br /> 1.210 .501 Remove Concrete Curb 1 . 10 1942.60 5 43 4044. 0 <br /> 210 .501 Remove B624 Curb & Gutt r 1 . 10 5987.30 100%1 299.71 <br /> 210 .501 Remove 8" Storm Sewer 31 34. 10 34. 10 100%� 1 ,71 <br /> 51.05 166.65 66 166: 5 333.30 100%1 16.67 <br /> 210 .505 Remove Conc Pave w/bit surf 1.45 5121 .40 9171 8611 . 5 13732_.95 100%� 686.65 <br /> 210 .505 Remove Bituminous Pavement 1 . 10 2.1 .6 353. 6 353.76 100% <br /> 210 .509 Remove Catchbasin 75.00 150.00 4 150. 0 17'69 <br /> 210 .513 Sawing Bituminous Pavement 2.45 182.5 447. 13 300.00 100% 15.00 <br /> .;-210 .515 Unclassified Excavation 447. 13 100% 22.36 <br /> 3.95 . 8927.00 7 94 ?.0674.30 2.9601 .30 100%I <br /> ..,'`210 .525 Topsoil Borrow (LV) 7.60 1480.07 <br /> 210 .5 Geotextile Fabt^ic-Roadw ys .70 6034.40 11 .46 1837. -0 767.2..20 100%1 393.61 <br /> ..•:221 .501 Aggregate Base, Class 3 4.30 6725.20 8897.6 29384. 18 36109.68 100% 1805.48 <br /> '.� 221 .501 Aggregate Base, Class 5 5. 15 3502.00 7446:92 34849. 54 38351 .64 100%I 1917,56 <br /> .233 .504 Bituminous Material-Mixture 140.00 173.7 10318. )o 10318.00 100% <br /> ';:233 .510 Binder Course Mixture 8.65 1 09 6132. 5 I 515.90 <br /> ?233 .514 Base Course Mixture 8.60 4 6132.85 10b% 306.64 <br /> 39.24 7991 .66 7991 .46 1100% 399.57 <br /> , 34 .504 Bituminous Material-Mix 140.00 46. 1 6454.b0 6454..00 100%; 322.70 <br /> `= 234 .508 Wearing Course Mixture -I 15.75 t l 8 9;`09 := 12743.� 7 12743. 17 1 100%1 637. 16 <br /> 1 :.235 1.509.502 Bituminous Material-Tacit Coat 1.20 75 570.00 570.00 100% 28.50 <br /> 245 .507 Granular Bedding-Storm ewer 8. 10 35.91 290. 7 290.87 100% I 14.54 <br /> .250 .541 61' Perf Thermoplastic D Pipe 9. 10 995.50 36 282. 10 1237.60 1100% 61 .88 <br /> ,250 .511 12" RC Pipe Sewer CL V 35.35 1131 .20 64 1131 . 0 <br /> 2262.40 1100% I 113. 12 <br /> "250 Construct Catchbasin Deq N 880.00 1760.00 4 1760. )0 3520.00 1100%1 .00 <br /> 253 .501 Conc Curb & Gutter Des 618 4.05 5 13 21112. 35 21112.65 100%I <br /> .501 Cone Curb & Gutter Des 624 7.60 110 76. )0 76.00 100% 1107676.63 <br /> 253 .502 Cone Curb Design B6 7,05 3.80 <br /> 253 .511 Cone Driveway Apron I 135.00 <br /> .;i 57 .501 Bale Check 5.95 59 7965. 0 7965.00 100% 396.25 <br /> T_ 42 249. 0 249.90 100% 12.50 <br /> I. <br /> ` AIA DOCUMENT G703 • CONTINUATION SHEET APRIL 1978 EDITION • AIA • 3� 1976 <br /> THE AMERICAN INSTITUTE Of ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, O.C. <br /> t ..• _._._._-_._. . .. - � 03-1978 " <br />