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ITEM ORIGINAL CONTRACT THIS PERIOD TOTAL TO DATE N0. ITEM DESCRIPTION UNIT OTY. UNIT PRICE OTY. TOTAL PRICE OTV. TOTAL PRIDE 13 __SPEC GRADATION TEST.CLASS5 EACH, 100__._____,25.00 _ 0.00___ _ 5000 000,__ 5000 14 SPEC PROCTOR TES vT CLASSS EACH _ _ 100 2500 000 50.00 000 5000 15 SPEC DENSITV TEBT, INPLACE EACH 200 2500 000 5000 000 5000 i6 SPED __CONCRETE TESTING_.__,____ ____,__EACH_ 200 _ 150.00_ OOD__ 50_00 OOD_____ 5000 __1] ,SPEC NUCLEAR BITUMINOUS DENSITY EACH _ 600 _ 25.00_ 000 50.00 _ 000 5000 16 SPEC__ EXTRACTIONIGRADATION _ EACH _200 25.00, 000.., 5000 000 5000 19 SPEC AIR VOIDS _ EACH 200 ,25_00_ 000 ,50_00 0.00 ___,_5000 SGHEDULE 30-SYLVAN STREET-TOTAL $44,]06.85 544.%86.85 SCNE W LE 4.0 ~ SCHIETTY DRIVE - i 202L501 MOBILIZATION _ LS 100 _ 1]5500 100__ X1]5500 1.00 Si ]5500 2 2104.505 REMOVE CONCRETE CURB AND GUTTER__ LF tID 00 3S> __1)250 .,$615.83 1]2_50 _ $615.83 3 2105525 TOPSOIL BORROW CY ~ 1000 _ 20 A0 OAO__ _ SO OD 000 ~ 5000 4 2231604 BITUMINOUS PATCH SPECIAL SY 190.00 13.26 OOD 50.00 0.00 _ $0.00 5 2232.501 MILL BITUMINOUS PAVEMENT SY t9~0000 ___090 ,1900.00_ ,5171000 1.90000_ 51>1000 6 2350501 TYPE MV4 WEAR COURSE MIXTURE TON 24000 _ 64.50 22621 _,_514_590.55 226.21 514.59055 ] 2506522 ADJUST FRAME AND RING CASTING EACH 300 1GZ00 _ 300 ,_5501.00 _300 550100 8__ 2531 b01 CONCRETE CUR88GUTTER___ LF _ 1100D 15]6_1>250 _ 52.]1860 9250 _ _ 52]18.60 9 2563601 TRAFFIC CONTROL lS 100 1215.00 1.00 512]500 _ 1.00__ _$t 2)500 10 25]3530_INLET PROTECTION jWIMCO) EACH 2.00 163.20_ 200 532640 200 5326.90 tt 25)5.604 SEEDING SY _ 5000 3.00 000 _ 50:00 000 50.00 12 SPEC GRADATION TEST, CLASSS _ EACH 100 280D 000_ 5000 000 5000 13 SPEC PROCTOR TEST CLASSS EACH 100 2500 000 5000 000 50.00 14 SPEC DENSITY TEST, INPLACE _ _ _ EACH 200 _ 25.00 0.00 __50.00 0.00 __50:00 _18_ SPEC EXRTR~CTIONIGRADATIO~NSITY _ EACH 200 _ 12500 000_ 5000 000 5000 EACH 200 2500 000 5000 000 50.00 SCHEDULE 4.0-SCHLETTV DRIVE-TOTAL 523,492.3] 523.492.3] SCHEDULE 5.0-SUNRISE DRIVE _ 1 2021.501 MOBILIZATION LS ~ 1.00 ,_250.00 100 52,050.00 100 _.„206000 2 2109505 REMOVE CONCRETE CURBANDGUTTER _ _Lf _ 335.00 _ 2.04 384.00 5)83.36 _384.00 _ 5]63.36 3 2105.525 TOPSOIL BORROW GY 3500_ _ ___10.20 0.00_.__ 5000, 000 50.00 4 2211.501 AGGREGATE BASE CLASS S. ROAD TON 16500 _ ].G5 6G )2 5510;41 GG]2 5510.41 5 2232501 MILL BITUMINOUS PAVEMENT SY_ 185000 _ 0.92 1850.00 51702.00 1650.00 St ]02.00 6 2350.501 TVPE MV4 WEAR COURSE MI%TURE TON _ 18000_ 6500 _ 000 „_5000___ 0.00 _ __5000 ] 2350501 TYPE lV3 BASE COURSE MIXTURE TON 23000 6400 21293 513.62]52 21293 513.62]52 ] 2504602 ADJUST VALVE BOX EAGH 200 19.50 __0.00 50.00 000 50.00 8 2506.522 ADJUST FRAME ANO RING_CASTING_ EACH _ _ 200 1)034 000 _ 5_00 000 _ _ 50.00 _9._ 2531.501 CONCRETE CURBBGVTTER LF _ 33500 __t8>6 384.00__ ___56051.04 36400_ _56051.84 10 2563601 TRAFFIC CONTROL LS 1.00 1.250.00 050 _ 562500 _0.50 562500 11 25]3530 INLET PROTECTION WIMCO) EACH- 200_ ,._16000 2.00_ 5320.00_ 200_ 5320.00 SY 262 00 2.22 0 00 50.00 _ 0.00 5000 12 25]5.604 SEEDING 13 SPEC GRADATION TEST. CLASSS _ EACH 100 2500 ,_0.00 _ _„_5000 _000 „__5000 14 SPEC PROCTOR TEST. CLA555 EACH 100 25.00 000 5000 000 50.00 15 SPEC DENSITY TEST INPLACE EACH _ _ 20D _ 2500 _ 0.00 _ _ 50.00 000 _ _5000 i6 _SPEC CONCRETE TESTING_ EACH 200 15000 000_ 5000 000 50.00 _9 SPEC NUCLEAR BITUMINOUS DENSITY.___._,_ EACH_ 600 _ 25.00 000___,_ _ SODD 000____ 5000 18 SPEC EXTRACTIONIGRADATION _ _ EACH_ 200 25.00 000 5000 000 _ 5000 19 SPEC AIR VOIDS EACH 200 _ 25.00 000 5000 _0.00___ 5000 SCHEDULE 5.0-BUNR~SE DRIVE-TOTAL 5256]0.13 525,6]0.13 _ _ SCHEDULE 60-CHANGE ORDER pi 1 SPEC REMOVEB REPLACE GATGHBASIN EACH 200 ~ 3125.00 _200 56,250.00 _„2.00 _625000 4 SPED REGROUT STRUCTURE ROUT 3TRUGITURESP EACH_ 3500_ _ 12000 SOD J612O00 at 00. 5512000 ~ _ SCHEDULE 6.0-CHANGE ORDER IXI-TOTAL 510,864.00 510,884.00