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08-09-2006 Council Agenda
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08-09-2006 Council Agenda
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015801 <br />101010:00)01 <br />ElliEL010100010010100:10610l1010010:01010001010101010:0100000110111111E000101000051100,171A0C.O.NTRAC1311001001:0111ISPE07OD:1000011000011T9T$17C0P55E1011100 <br />ITEM:DESCRIPTION, 33-71TT'l: a 7 -4'4 l'T T 1 '00: T'Hl <br />11)110000 <br />01)10126:), la liNEGPRICE11) <br />11;107173101 lthlit10PRICE L1:0127)51.0: :79TALL PRICE : <br />52 200 00 <br />0,00 <br />50.00 <br />1.00 <br />52 200.00 <br />2 <br />5 <br />--T _ <br />2104.503 REMOVE CONCRETE DRIVEWAY PAVEMENT <br />SF <br />245.00 <br />5300 <br />0.00 <br />50.00 <br />471.00 <br />51 413.00 <br />52.20 <br />5200 <br />0.00 <br />0.00 <br />SO <br />50.00 <br />200.00 <br />2210.00 <br />440.00 <br />64 420.00 <br />6 <br />i 2104305 <br />REMOVE R00.ODVE OITUM190US PAVEMENT <br />SY <br />2210.00 <br />7 <br />2104 509 <br />REMOVE SIGN <br />EACH <br />4.00 <br />5150.00 <br />0.05 <br />50.00 <br />0.00 <br />50.00 <br />8 <br />2104.511 <br />SAW CUT BITUMINOUS (FULL DEPTH) <br />0.7 <br />170.00 <br />53.90 <br />66.00 <br />5257.40 <br />66.00 <br />5257 40 <br />9 <br />2104 523 <br />SALVAGE MAILBOX <br />EACH <br />8.00 <br />54.90 <br />0.00 <br />50.00 <br />8.00 <br />539.20 <br />10 <br />2105.501 <br />COMMON EXCAVATION (P) <br />CY <br />680.00 <br />8.50 <br />0.00 <br />50.00 <br />050.00 <br />55 780.00 <br />11 <br />2105.522 <br />SELECT GRANULAR SORROW (CV) <br />CY <br />850.00 <br />510.00 <br />0.00 <br />50.00 <br />050.00 <br />58 50 <br />12 <br />2131.502 <br />CALCIUM CHLORIDE <br />GAL <br />1 000.00 <br />51.10 <br />0.00 <br />0 <br />0.00 <br />5500.00 <br />13 <br />2211.501 <br />AGGREGATE BASE CLASS5 <br />TON <br />I 100.00 <br />I 505.50 <br />46.08 <br />5732.47 <br />1 206.72 <br />186.8 <br />14 <br />2232.501 <br />MILL BITUMINOUS PAVEMENT <br />SY <br />35.00 <br />510.00 <br />0.00 <br />50.00 <br />0.00 <br />50.00 <br />15 <br />2350.501 <br />'0770 57 WEAR COURSE MIXTURE <br />TON <br />240.00 <br />547.50 <br />0.00 <br />50.00 <br />16 <br />2350.501 <br />TYPE SP WEAR COURSE MIXTURE (31EWAY) <br />TON <br />5.00 <br />5100.00 <br />16.83 <br />51 683.00 <br />16.83 <br />21383.00 <br />17 <br />2350.502 <br />TYPE SP NON WEARING COURSE MIXTURE (BASE) <br />TON <br />240.00 <br />546.50 <br />235.59 <br />510 954.94 <br />235.59 <br />510 954.94 <br />18 <br />2411 604 <br />BOULDER RETAINING WALL <br />SF <br />180.00 <br />528.50 <br />0.00 <br />50.00 <br />0.00 <br />Kw <br />19 <br />2502.602 <br />4.111011 PERE PE PIPE DRAIN <br />LF <br />000.00 <br />12.00 <br />0.00 <br />50.00 <br />630.00 <br />57475.00 <br />20 <br />2503.541 <br />12' RC PIPE SEWER DES 3006 CLV <br />LF <br />24.00 <br />30.60 <br />0.00 <br />056.80 <br />21 <br />2503.541 <br />15' RC PIPE SEWER DES 3006 CLV <br />LF <br />32.00 <br />531.62 <br />0.00 <br />1,1 <br />32.00 <br />53 011.84 <br />22 <br />2503.541 <br />16" PVC 0905 STORM MAIN <br />LE <br />252.00 <br />54.06 <br />0.00 <br />0.00 <br />252.00 <br />513 623.12 <br />23 <br />2503.602 <br />CONNECT TO EXISTING STORM SEWER <br />EACH <br />2.00 <br />5309.04 <br />0.00 <br />60.00 <br />2.00 <br />6710.00 <br />24 <br />2504.002 <br />ADJUST VALVE BOX <br />EACH <br />1.00 <br />200.00 <br />1.00 <br />5200.00 <br />2.00 <br />400.00 <br />25 <br />2506.502 <br />CONST DRAINAGE STRUCTURE DESIGN SPECIAL 24"X36' <br />EACH <br />2.00 <br />2 040.00 <br />0.00 <br />0.00 <br />2.00 <br />4000.00 <br />28 <br />2506.502 <br />CONST DRAINAGE STRUCTURE DESIGN 48-4020 <br />EACH <br />3.00 <br />2244.00 <br />0.00 <br />4 00 <br />3.00 <br />56 732.00 <br />27 <br />2506.516 <br />CASTING ASSEMBLY <br />EACH <br />1.00 <br />250.00 <br />0.00 <br />0.00 <br />28 <br />2521.501 <br />CONCRETE SIDEWALK Pr THICK) <br />SF <br />20.00 <br />64.00 <br />0.00 <br />5000 <br />0.00 <br />45:10 <br />50.00 <br />29 <br />2531.501 <br />CONCRETE CURB 8 GUTTER DESIGN B618 <br />LF <br />1 380.00 <br />59.50 <br />0.00 <br />1 350.00 <br />512 910.50 <br />30 <br />2931.507 <br />CONCRETE DRIVEWAY PAVEMENT <br />SY <br />25.00 <br />0.00 <br />till. <br />25.00 <br />000.00 <br />31 <br />2531.507 <br />CONCRETE DRIVEWAY APRON "THICK <br />SY <br />65.00 <br />,5310,0,5 <br />540.00 <br />0.00 <br />50.00 <br />40.00 <br />52,44000 <br />32 <br />2540.602 <br />INSTALL SALVAGED MAILBOX <br />EACH <br />8.00 <br />5150.00 <br />8.00 <br />00 200.00 <br />8.00 <br />0 200.00 <br />33 <br />2563.601 <br />TRAFFIC CONTROL <br />LS <br />1.00 <br />5500.00 <br />0.00 <br />0.00 <br />1.00 <br />2500.00 <br />34 <br />2564.531 <br />0 8. I SIGN PANEL <br />SF <br />18.75 <br />531.00 <br />0.00 <br />00.00 <br />0.00 <br />50 <br />35 <br />2564.602 <br />0 5 0 SIGN POST <br />EACH <br />300 <br />$100.00 <br />0.00 <br />50.00 <br />0.00 <br />.00 <br />SO <br />36 <br />1573.602 <br />SILT FENCE TYPE MACHINE SLICED <br />LF <br />330.00 <br />32.20 <br />23.00 <br />550.60 <br />353.00 <br />770.00 <br />37 <br />2573.530 <br />INLET PROTECTION IWIMCO) <br />EACH <br />8.00 <br />5175.00 <br />0.00 <br />50.00 <br />7.00 <br />80225.00 <br />38 <br />2573.530 <br />ENLET PROTECTION (STRUCTURE W/O CASTING) <br />EACH <br />8.00 <br />5175.00 <br />0.00 <br />60.00 <br />6.00 <br />61 050.00 <br />39 <br />2575313 <br />MULCH MATERIAL <br />CY <br />36.00 <br />530.00 <br />0.00 <br />50.00 <br />0.00 <br />50.00 <br />40 <br />SPEC <br />RAIN WATER GARDENS <br />EACH <br />4.00 <br />5800.00 <br />0.00 <br />50.00 <br />0.00 <br />00.00 <br />41 <br />SPEC <br />INLET SEDIMENT REMOVAL MIH10001_, <br />EACH <br />16.00 <br />5100.00 <br />1.00 <br />0600.00 <br />1.00 <br />5103.00 <br />42 <br />SPEC <br />SEDIMENT REMOVAL BACKHOE <br />HR <br />2.00 <br />5140.00 <br />0.00 <br />60.00 <br />0.00 <br />50.00 <br />43 <br />SPEC <br />GRADATION TEST CLASS 5 <br />EACH <br />1.00 <br />5125.40 <br />0.00 <br />0.00 <br />1.00 <br />512540 <br />44 <br />SPEC <br />PROCTOR TEST CLASS 5 <br />0.4 09 <br />1.00 <br />0138.60 <br />0.00 <br />0.00 <br />1.00 <br />030.00 <br />45 <br />SPEC <br />7000700 0051 CLASS 6 <br />EACH <br />2.00 <br />138.60 <br />0.00 <br />0.00 <br />0.00 <br />50.00 <br />46 <br />SPEC <br />DENSITY TEST INPLACE <br />EACH <br />15.00 <br />546.20 <br />1.00 <br />46.20 <br />1.00 <br />546.20 <br />47 <br />SPEC <br />CONCRETE TESTING <br />0.409 <br />6.00 <br />5145.20 <br />0.00 <br />0.00 <br />TOD <br />145.20 <br />48 <br />SPEC <br />BITUMINOUS CORE DENSITY <br />EACH <br />.00 <br />000.00 <br />0.00 <br />0 <br />0.00 <br />00.00 <br />SCHEDULE <br />5.0 -SEXTANT AVENUE - TOTAL 515.312.81 5115.949.52 <br />SONODULE 0.0 -LABORE ROAD <br />1 <br />2021.501 <br />MOBILIZATION <br />LS <br />1.00 <br />52 200 00 <br />0,00 <br />50.00 <br />1.00 <br />52 200.00 <br />2 <br />2104 501 <br />REMOVE CONCRETE CURB AND GUTTER <br />LF <br />270.00 <br />5300 <br />0.00 <br />50.00 <br />471.00 <br />51 413.00 <br />3 <br />2231.604 <br />BITUMINOUS PATCH SPECIAL <br />ST <br />85.00 <br />528.00 <br />83.00 <br />02324.00 <br />83.00 <br />52 324.00 <br />4 <br />2232.501 <br />MILL BITUMINOUS PAVEMENT ' DEEP) <br />SY <br />2,850.00 <br />03.00 <br />2420.00 <br />27 260.00 <br />2,420.00 <br />57 260.00 <br />5 <br />2350.501 <br />TYPE 57 660.40 COURSE MIXTURE <br />TON <br />500.00 <br />547.50 <br />429.26 <br />20 389.85 <br />429.26 <br />$20 389.85 <br />6 <br />2504.602 <br />ADJUST VALVE SOX <br />EACH <br />3.00 <br />5200.00 <br />3.00 <br />6600.00 <br />3.00 <br />Mosso <br />7 <br />2506.522 <br />ADJUST FRAME RING AND CASTING. <br />EACH <br />4.00 <br />2350.00 <br />4.00 <br />$1 400.00 <br />000 <br />52 800.00 <br />8 <br />2531.501 <br />CONCRETE CURB 8 GUTTER DESIGN 0618 <br />LP <br />270.00 <br />513.50 <br />0.00 <br />50.00 <br />471.00 <br />26 358.50 <br />9 <br />2563.601 <br />TRAFFIC CONTROL <br />LS <br />1.00 <br />5500.00 <br />0.00 <br />$0.00 <br />1.00 <br />5500.00 <br />10 <br />2564.603 <br />r SOLID LINE WHITE - EPDXY <br />LF <br />3200.00 <br />50.321 0.00 <br />Woo <br />(too <br />00.50 <br />11 <br />2564.603 <br />e DOUBLE SOLIDLINE YELLOW- EPDXY <br />LF <br />I 800.00 <br />$0.65 0.00 <br />50.00 <br />0.00 <br />50.00 <br />SCHEDULE 6.0 -1ABORE ROAD - TOTAL 531073.85 643.84335 <br />SCHEDULE 7.0 - SAVAGE LANE 111111,12 AND OVERLA <br />1 <br />2021.501 IMOBILIZATION <br />1.5 1.00 <br />SY i 0600.00 J <br />TON I 300.00 <br />51 100.00 <br />53.00 <br />547.50 <br />1.00 <br />1681.00 <br />271.21 <br />51 100.00 <br />56 043.00 <br />$12 802.48 <br />5400.00 <br />5350.00 <br />0,00 <br />0600.00 <br />271.21 <br />2.00 <br />1.00 <br />51 100.00 <br />55,043.00 <br />512 882.48 <br />0400.00 <br />5350.00 <br />2 <br />2232.501 (MILL BITUMINOUS PAVEMENT (2" DEEP) <br />3 <br />2350.501 ITYPE SP WEAR COURSE MIXTURE <br />4 <br />2504.602 DJUST VALVE BOX <br />EACH 0 3.00 <br />5200.00 <br />2.00 <br />1.00 <br />5 <br />2506.522 ADJUST FRAME RING AND CASTING <br />EACH ! 1.00 <br />5350.00 <br />6 2563.601 1TRAFEIO CONTROL <br />I LS 0 0.00 <br />5500.00 <br />1.00 <br />5500.00 <br />520275.48 <br />1.001 5500.00 <br />520 275.48 <br />SCHEDULE 7.0 -SAVAGE LANE (MILL AND OVERLAY) - TOTAL <br />ME 30 LITTLE CANADA ROAD <br />, <br />1 2021101_1MOBILIZATION <br />LS <br />0.0 <br />S? <br />0.00 l 51 500.06 0.00 <br />230 00 1 53.00i 000 <br />1 <br />410.00 52.00 0.00 <br />50.00 <br />50.00 <br />50.00 <br />1.00 <br />230 00 <br />410.00 <br />21 500.00 <br />6690.00 <br />3820.00 <br />2 <br />1104.501 'REMOVE CURB AND GUTTER <br />2104.505 HEMOVE BITUMINOUS PAVEMENT <br />3 <br />4 <br />5 <br />2105.501 HOMMON EXCAVATION (PI <br />CY <br />155.004 511.00 <br />0.00 <br />50.00 <br />155.00 <br />51 705.00 <br />2105.522 SELECT GRANULAR BORROW (CV) <br />CY <br />SY <br />°00 455 1 510.50 <br />60000 I 12.50 <br />000 <br />0.00 <br />60.00 <br />50.00 <br />455.00 <br />600.00 <br />04777,50 <br />51 500.00 <br />6 <br />7 <br />2105.604 I6E075%71LE FABRIC <br />2211.501 AGGREGATE BASE CLASS 5 <br />TON <br />290.00 1 005.00 <br />0.00 <br />62.00 <br />00 .00 i <br />247.90 <br />53 941.61 <br />8 <br />2232.501 MILL BITUMINOUSPAVEMENT <br />SY • <br />11600 1 66.00 <br />0.00 <br />250.33 <br />SI 549.98 <br />
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