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4; <br /> 1 CONTINUATION SHEET �- •;:• <br /> AIA DOCUMENT C703 <br /> AIA Document 6702,APPLICATION AND CERTIFICATE FOR PAYMENT, <br /> �. Contractor's signed Certillcatlon is attached containing PACE 2 OF 3 PACT <br /> In tabulations below, amounts are stated to the nearest dollar. APPLICATION NUMBER: 1 <br /> APPLICATION DATE: May 31, 1988 V`r <br /> Use Column I on Contracts where Variahle retainage for line items may apply. <br /> PERIOD FROM: May 13, 1988 i <br /> fA TO: May 31, 1988 <br /> C ARCIlITECT'$ PROJECT NO: 861019-1 <br /> F <br /> DESCR!PTIrr\ r,; s•,t , ��OKK CO.�tPIETfD C- H I �CIIEDULED <br /> VALUE This Appl,Calion OTAL COMPLETED <br /> j Section "A" Prr'`�r>us AND STORED 4; BALANCE RETAINACE <br /> APIA-C.Ll,on. TO DATE TO FINISH <br /> 11'nrl .n Pla« Stored Materials C,+CI <br /> 202 .501 Mobilization nnI D f, D:F1F, c-cl <br /> 203 .501 Field Office, Type D I 2175.00 4762.5 <br /> 1210 .501 Remove Concrete Curb 2175.0 4762.50 50'/° 4762.50 238.13 <br /> 210 .501 Remove B624 Curb & Gutt 1 . 10 1 66 1942.6 2175.00 100% , <br /> r 108.75 <br /> 210 .501 Remove 81, Storm Sewer 1. 10 1942.60 320A 4052.40 97. 13, <br /> 210 .505 Remove Cone Pave w/bit urf 1.45 33 166.6 11.00 <br /> 2101-505 Remove Bituminous Pave nt 1 . 10 3- 32 5121 .4 166.65 50% 166.65 8.33 <br /> 210 .509 Remove Catchbasin 5121.40 36% 8943.60 258-h' <br /> 210 .5131 Sawing Bituminous Pavem nt 72.45 I 2 150.04 396.00 <br /> ,!.210 .515 • Unclassified Excavation) 3.95 150.00 50% I 150.00 <br /> 210 .525 Topsoil Borrow (LV) I 490.00 7.50 <br /> 7.60 2260 8927.00 I 8927.00 28% 22673.00 <br /> 210 .5 Ceotextile Fabric-Roadw ys •70 <br /> •. 221 .501 Aggregate Base, Class 35�3 2 2472.40 446.35::; <br /> 221 .501 3 4.3o 15164 6725.2 1 3562.00 i 6034.40 j 78% i 1665.60 <br /> Aggregate Base, Class 5 5. 15 6725.20 j 18% 1 30039.80 301.72:;, <br /> 233 .504 Bituminous Material-Mix ' 140.00 600 3502.0 ! 336:26., <br /> ,:233 .510 Binder Course Mixture I 3502.00 9% 1 35085.50 <br /> 175:10 <br /> :233 .514 Base Course Mixture 8.65 I I i 12740.00 <br /> X34 .504 Bituminous Material-Mix ure 140.00 I 6747.00 <br /> =,234 .508 Wearing 8901.00 <br /> 'Ig Course Mixture �I 15.75 � i j <br /> x :235 .502 Bituminous Material-TacIl 7140.00 <br /> Coat 1.20 �� I <br /> 245 .507 Granular Bedding-Storm 12285.00 <br /> X50 .5411 6" Perf Thermoplastic ewer <br /> Pipe 9. 10 1080.00 <br /> A 250 .511 1211 RC Pipe Sewer CL V 1 5 <br /> 955.50 202.50 <br /> Y 250 .509 Construct Catchbasin De N 880.00 2 1 131.20 95'5.50 95% 45.50 <br /> 1131.20 50% 1131.20 ;•,: 7-. : ': <br /> 253 .501 Conc Curb Gutter Des 618 4.05 2 1760.00 1 x;,,56-' E <br /> 253 .501 Cone Curb & Gutter Des $624 I 1760.00 50% 760.00 ` <br /> 253 .502 Cone D 7.60 l_88..O.Q ` <br /> Curb Design B6 21060.00;,. <br /> 7.05 <br /> 253 .511 Cone Driveway Apron 229.00 <br /> ii+t^57 .501 Bale Check 135.00 <br /> 5 352.50 <br /> 95 6075.00 , s <br /> 249.90 <br /> p, AIA DOCUMENT G703 CONTINUATION SLSECT <br /> i THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., NEWITWASHINCTON t•� <br /> r� O � 1978 <br /> , D.C. 20006 <br />- ---- 6703-197>s •. <br />