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PARTIAL PAY ESTIMATE N2 FROM: June 19, 2010 T0: July 19, 2010 CONTRACTOR: T.A. Schikky and Sons Inc. ADDRESS: 23]0 E Hwy 36 OWNER: Litlle Canatla PROJECT: 2010 Mill and Overlay Improvements SUBSTANTIAL COMPLETION DATE AMOUNT OF CONTRACT ORIGINAL: Augusl2], 2010 ORIGINAL: 5 224,116.58 REVISED: WITH ALTERNATES: ITEM ORIGINAL CONTRACT THIS PERIOD TOTAL TO DATE NO. ITEM DESCRIPTION UNIT qTY. UNIT PRICE QTY. TOTAL PRICE qTY. TOTAL PRICE SCHEDULE 1.0 -ALLEN AVENUE 1 2021.501 MOBILIZATION LS 100 2.45000 0.00 50.00 1.00 52,450.00 __2 _2104.505 REMOVE CONCRETE CURB AND GUTTER _ _ LF 500.00 _2.04__ 000 _50.00 _6]1.50 Si _369.86 3 2105.525 TOPSOIL BORROW CV 4500 10.20 0.00 50.00 ~ 0.00 $0.00 4 2231.604 BITUMINOUS PATCH SPECIAL SV 390.00 13.26 0.00 50.00 0.00 $0.00 5 2232.501 MILL BITUMINOUS PAVEMENT SY 390000 0.90 351000 53,159.00 3.90000 53,51000 6 2350501 TYPE MV4 WEAR COURSE MIXTURE TON 480.00 61.00 438.34 526,]38.]4 438.34 526.]38.]4 ] 2504.602 ADJUST VALVE BOX EACH 3.00 125.00 2.00 5250.00 2 00 525000 8 2506.522 ADJUST FRAME AND RING CASTING EACH 3.00 167.00 3.00 5501.00 300 5501.00 9 2531.501 CONCRETE CURBBGUTTER _ LF _ 50000 15.]6_ 0.00 50.00 6]i S0 51050284 10 2563601 TRAFFIC CONTROL LS 1.00 1.800 OD 0.50 5900.00 100 51800.00 11 25]3.530 INLET PROTECTION WIMCO EACH 2.00 160.00 0.00 S0.00 3.00 5480.00 12 25]5.604 SEEDING SV 33500 222 0.00 50.00 0.00 50.00 13 SPEC GRADATION TEST, CLASS 5 EACH 1.00 25.00 0.00 50.00 0.00 50.00 14 SPEC PROCTOR TEST, CLASS 5 EACH 1.00 25.00 0.00 50.00 0.00 50.00 15 SPEC DENSITY TEST, INPLACE EACH 2.00 25.00 O.OD 5000 0.00 SO.OD i6 SPEC CONCRETE TESTING EACH 2.00 150.00 0.00 $000 0.00 50.00 1] SPEC NUCLEAR BITUMINOUS DENSITY EACH 3.00 25.00 2.00 $50.00 2.00 550.00 18 SPEC EXTRACTION/GRADATION EACH 2.00 25.00 0.00 $0.00 0.00 50.00 19 SPEC AIR VOIDS EACH 2.00 25.00 0.00 5000 0.00 50.00 SCHEDULE I.0-ALLEN AVENUE-TOTAL 531,598.]4 $4],]32.44 SCHEDULE 2.0-VALENTO LANE 1 2021.501 MOBILIZATION LS 1.00 1,500.00 0.00 50.00 1.00 51,500.00 2 2104.505 REMOVE CONCRETE CURB AND GUTTER LF 250.00 204 0.00 $0.00 2]1.00 5552.64 3 2105.525 TOPSOIL BORROW CY 30.00 10.20 0.00 50.00 000 50.00 4 2232501 MILL BITUMINOUS PAVEMENT SY 2.250.00 092 0.00 50.00 2,25000 $2.0]0.00 5 2350501 TYPE MV4 WEAR COURSE MIXTURE TON 2]5.00 6555 0.00 5000 25125 516,469.44 6 2504.602 ADJUST VALVE BOX EACH 1.00 168.30 0.00 5000 1.00 5168.30 ] 2506.522 ADJUST FRAME ANO RING CASTING EACH__ 4.00 1]0.34 000 5000 4.00 5681.36 8 2531.501 CONCRETE CUR68GUTTER LF 250.00 15.]6 0.00 50.00 2]1.00 54,2]0.96 9 2563601 TRAFFIC CONTROL LS 1.00 1,250.00 0.00 50.00 100 51250.00 10 25]5604 SEEDING SV 225.00 2.26 0.00 $0.00 0.00 50.00 11 SPEC GRADATION TEST, CLASS 5 EACH 1.00 25.00 0.00 50.00 0.00 $0.00 12 SPEC PROCTOR TEST-CLASS5 _ EACH 100 25.00__ 0_00 50.00 000_ 50.00 13 SPEC DENSITY TEST, INPLACE EACH 200 2500 0.00 50.00 0.00 50.00 14 SPEC CONCRETE TESTING EACH 200 150.00 1.00 $15000 1.00 5150.00 15 SPEC NUCLEAR BITUMINOUS DENSITY EACH 3.00 25.00 1.00 525.00 1.00 525.00 i6 SPEC EXTRACTION/GRADATION EACH 2.00 25.00 100 $25.00 1.00 525.00 1] SPEC AIR VOIDS EACH 2.00 25.00 100 52500 1.00 525.00 SCHEDULE 2.0-VALENTO LANE-TOTAL 5225.00 52],189.90 SCHEDULE 3.0-SYLVPN STREET 1 2021.501 MOBILIZATION LS 100 3,25000 0.00 50.00 1.00 53,250.00 2 2104.505 REMOVE CONCRETE CURB AND GUTTER LF 500.00 2.04 0.00 SO OD 505.00 51,030.20 3 2105.525 TOPSOIL BORROW CY 3000____ 10.20 0.00 50.00 0.00 SO.OD 4 2211.501 AGGREGATE BASE CLASS 5, ROAD TON 800.00 ].50 0.00 $0.00 0.00 $000 5 2232.501 MILL BITUMINOUS PAVEMENT SV 3350.00 1.55 0.00 $0.00 3.350.00 55,192.50 6 2350.501 TYPE MV4 WEAR COURSE MIXTURE TON 320.00 61 00 0.00 5000 0.00 50.00 ] 2350501 TYPE LV3 BASE COURSE MIXTURE TON 415.00 60.50 000 $0.00 423 89 525,645.35