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ITEM SPEC ORIGINAL CONTRACT THIS PERI00 TOTAL TO OATS <br />N0. REF. ITEM DESCRIP'OON UNIT Ott. UNIT PRICE Ott. TOTAL PRICE DIY. TOTAL PRICE <br />4] SPEC OENSITY Tf:ST.INPIACE EACH 15.00 $4G.20 0.00 8000 500 523100 <br />48 SPEC CONCRETE TESTING EACH 800 8145.20 000 80.00 0.00 50.00 <br />d9 SPEC BITUMINOUS CORE DENSITY EACH 600 510000 0.00 8000 0.00 80.00 <br />SCHEDULE 2.0-ROSE LANE --TOTAL S4]fi.C0 5189,4]085 <br />CH L 0 T __ <br />_ <br />1 2021501 MOBILIZATION LS 1.00 56.500.00 0.00 8000 1.00 Sfi,500.00 <br />2 210L501 CLEARING SF 1.200.00 51.00 0.00 50.00 1.X0.00 31.200.00 <br />3 2101.506 GRUBBING Sf 1.200.00 51.00 O.CO 8000 1.200.00 31.200.00 <br />4 210d.501 REMOVE SEWER PIPE STORM LF 22.00 510.20 0.00 50.00 16.00 5163.2C <br />5 210A.501 REMOVE CURB ANO GUTTER Lf 95.00 52.20 0.00 50.00 85.00 310]00 <br />6 2104.503 REMOVE CONCRETE DRIVEWAY PAVEMENT SF 155.00 3220 0.00 50.00 216.00 54)5.20 <br />> 2104.503 REMWECONCRETE SIDEWALK SP 20.00 52.20 0.00 50.00 31.00 568.20 <br />B 2104.505 REMOVE BITUMINOUS PAVEMENT SY 1,900.00 52.00 0.00 30.00 1.900.C0 53.80000 <br />9 2104509 REMOVE SIGN EACH A.00 580.00 0.00 SO.OD A.00 532000 <br />10 90d.511 SAW CUT BITUMINOUS FULL DEPTH Lf 190.00 53.90 0.00 50.00 12A.00 5403.60 <br />11 2104.513 SAW CUT CONCRETE FULL DEPTH 4 24.00 54.90 0.00 30.00 3000 814].00 <br />12 2104.523 SAWAGE MAJLBOX EACH 9.00 5150.00 0.00 50.00 700 SiA500D <br />13 2100,523 SALVAGE SIGN EACH 1.00 5150.00 0.00 50.00 100 515000 <br />14 2105.501 COM1IMON E%CAVATION P CV GS]GO 58.50 0.00 50.00 65].00 55.504.50 <br />IS 2131.502 CALCIUM GHLOftIOE GAL )OO.OD 51.10 O.OD 50.00 0.00 50.00 <br />18 2211.501 AGGREGATE 0.45E CIASSS .f ON )80.00 515.90 0.00 50.00 563.23 58.955.38 <br />1] 2232.501 MILL BITUMINOUS PAVEMENT SV 53.00 SG.00 O.W SO.W 60.00 E360.00 <br />16 2350.501 TYPE SP W'LAR COURSE MIXTURE TON 1)5.00 $4].50 000 5000 190.33 59.040.G8 <br />19 2350.501 TYPE SP WEAR COURSE MIXTURE DRIVEWAY TON 20.00 5100.00 000 5000 21.00 52.10000 <br />20 2350.502 TYPE SP NON WEARING COURSE MIXTURE BASE TON 1]5.00 S46,SC 0.00 5000 1]20] 58.00126 <br />21 2411.604 MODULAR OLOCK RETAINING WALL SF 630.00 528.50 OW 50.00 850.00 524,225.00 <br />22 24N60d BOULDER RETAINING \NALL Sf 160.00 520.50 003 50,00 000 50.00 <br />23 2502541 4ANCH PERT PE PIPE DRAIN Lf 500.00 312.50 000 50.00 0.00 5000 <br />24 2503.545 12'RC PIPE SEWER DES 3006. C1V lF 28.00 53060 0.00 5000 28.00 5056.80 <br />25 2503.501 15"RC PIPE SEVER DE53008. C!V LF 500.00 530.80 0.00 50.00 500.00 518300.00 <br />28 2503.602 CONNECT iO E%ISTING STORM SEWER EACH 200 5359.04 0.00 50.00 LOC 535904 <br />2] 2504602 P'CURB STOP ANO BO% EACH 1.00 33)0.28 0.00 SO.OD 0.00 50.00 <br />28 2504.603 1"TYPE KCOPPER PIPE lF 4000 521.42 000 50.00 0.00 50.00 <br />29 2500.802 ADJUST VALVE OOX EACH 2.00 818000 ___-,_,__000 ,__50.00 3.00 5500.00 <br />30 2508.502 CONST DRAINAGE STRUCTURE DESIGN SPECIAL 20"X36" EACH 1.00 52.000.00 000 5000 1.00 52.04000 <br />31 2506.SC2 CONST DRNiJAGE STRUCTURE DESIGN 40~A020 EACH 4.00 52.244.00 0.00 SO.DD 0.00 58,9]800 <br />32 2503.516 CASTING ASSEMBLY EACH 1.00 5250.00 4.80 St.200.00 5.80 S1 A50.00 <br />33 2521.501 CONCRETE SIDEWALK d"THIC SF 8000 54.00 O.OD 50.00 80.00 S320W <br />34 2531.501 CONCRBTE CURB SGUTTER DESIGN 8518 LF 1008.00 59.50 0.00 50.00 940.00 50.93000 <br />35 2531.50] CONCRETE DRIVE WAY APRON (6"THICK SY 6500 500.00 000 50.00 ]8.10 53.124 OC <br />36 2590.602 MAll80% <br />INSTALL BAWAGEO EACH 9.C0 5150.00 O.CO 50.00 Z00 5105000 <br />3) 2563.601 _ <br />TRAFFIC CONTROL l3 LCO SLODO.OO 000 50.00 1.00 51.000.00 <br />38 2554531 F&ISIGN PANEL SF 12.50 531.00 0.00 50.00 12.50 536].50 <br />39 2554602 FBISIGN POST [ACH 200 5100.00 OOD 50.00 LCO 5100.00 <br />40 2564.538 INSTALL SAWAGED SIGN EACH 1.00 5150.00 000 $O.W 1.00 5150.00 <br />Ai 25]3.502 SILT FENCE TYPE MACHINE SLICED lF 30.00 52.20 0.00 50.00 1900 501.00 <br />42 25]3.530 INLET PROTECTION IMCO EACH 500 51]500 000 50.00 fi.OD SI p00.00 <br />a3 25)3.530 INLET PROTECTION STRUCTURE WIO CASTING EACH 500 St]5.00 0.00 50.00 4.00 5)0000 <br />40 25]5.513 MULCH MATERIAL GY 15.00 530.00 0.00 5000 000 5000 <br />45 SPEC RAIN WATER GARDENS EACH 1.00 5800.00 0.00 $0.00 000 5000 <br />46 SPEC IIJLEi S'cDIMENT REMOVAL WIMCO EACH 20.00 5100.00 0.00 50.00 20,00 52000.00 <br />d] SPEC SEDIMENT REMOVAL BACKHOE HR 200 514000 2.00 528000 2.00 5280.00 <br />46 SPEC GRADATION TEST, CLASS$ EACH 100 512540 000 5000 0.00 50.00 <br />d9 SPEC PRCCTOR TESt. CLASSS EACH 100 513860 000 5000 0.00 50.00 <br />50 SPEC PROCTOR TEST EACH 200 513880 0.00 50.00 1.00 3138.60 <br />51 SPEC DENSITY TES i, INPUCE EACH 50.00 506.20 0.00 50.00 14.00 564880 <br />52 SPEC CONCRETE TESTING EACH 2.00 514510 0.00 50.00 000 50.00 <br />53 _ <br />SPEC ~BITUAIINOUS CORE DENa'ITY EACH 6.00 5100.00 003 50.00 265 5265.00 <br />SCHEDULE 3.D-MORRISON STREET--TOTAL 51.460.00 $12d,0G853 <br />