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18 2105.501 COMMON POND EXCAVATION
<br />19 2131.502 CALCIUM CHLORIDE SOLUTION
<br />20 2211,501 AGGREGATE BASE CLASS
<br />21 2211,501 AGGREGATE BASE CLASS 5 (DRIVEWAY)
<br />22 2232.501 MILL BITUMINOUS PAVEMENT
<br />23 2350.501 TYPE MV4 WEAR COURSE MIXTURE (DRIVEWAY)
<br />24 2350,501 TYPE MV4 WEAR COURSE MIXTURE
<br />25 2350.502 TYPE LV3 NON - WEARING COURSE MIXTURE
<br />26 2357.502 BITUMINOUS MATERIAL FOR TACK COAT
<br />27 2501,515 12" RC PIPE APRON
<br />28 2501.515 18" RC PIPE APRON
<br />29 2503.541 12" RC PIPE SEWER DES 3006, CLV
<br />30 2503.541 15" RC PIPE SEWER DES 3006, CLV
<br />31 2503.541 18" RC PIPE SEWER DES 3006, CLIII
<br />32 2503.602 15"X4" SERVICE WYE
<br />33 2503.603 4" PVC SANITARY SERVICE
<br />34 2503.603 8" PVC PIPE SEWER
<br />35 2503.603 15" PVC PIPE SEWER
<br />36 2503.603 24" STEEL CASING PIPE (JACKED)
<br />37 2503.603 3" OUTSIDE DROP
<br />38 2504.602 HYDRANT & VALVE
<br />39 2504.602 1" WATER SERVICE CONNECTION
<br />40 2504.602 CONNECT TO EXISTING WATERMAIN
<br />41 2504.602 8" GATE VALVE
<br />42 2504.603 8" WATER MAIN - DUCT IRON CL 52
<br />43 2504.603 1 " COPPER WATER SERVICE PIPE
<br />44 2504.620 DUCTILE IRON FITTINGS
<br />45 2506.502 CONST DRAINAGE STRUCTURE SPEC
<br />46 2506.502 CONST DRAINAGE STRUCTURE DES SPEC 24 "X36"
<br />47 2506.502 CONST DRAINAGE STRUCTURE DESIGN 484020
<br />48 2506.602 CONSTRUCT SANITARY MANHOLE
<br />49 2511.502 RANDOM RIPRAP CLASS IV
<br />50 2531.501 CONCRETE CURB & GUTTER (SURMOUNTABLE)
<br />51 2531.507 6" CONCRETE DRIVEWAY PAVEMENT
<br />52 2540.602 INSTALL MAILBOX
<br />53 2557.603 INSTALL FENCE
<br />54 2563.601 TRAFFIC CONTROL
<br />55 2564.536 INSTALL SIGN
<br />56 2573.502 SILT FENCE, TYPE HEAVY DUTY
<br />57 2575.605 EROSION CONTROL BLANKET
<br />58 SPEC GRADATION TEST, CLASS 5
<br />59 SPEC PROCTOR TEST, CLASS 5
<br />60 SPEC PROCTOR TEST
<br />61 SPEC DENSITY TEST, INPLACE
<br />62 SPEC CONCRETE TESTING
<br />63 SPEC BITUMINOUS CORE DENSITY
<br />I2. ..0 8T .w...ONFFAGT ITEF98w..P,111111 .,,..
<br />UM1BT QTY UNIT. OTY,
<br />SCHEDULE 2.0• SEXTANT STREET- CONSTRUCTION TOTAL
<br />OTAL TO PATE V {
<br />AMOUNT 1
<br />CY 491 39.00 0.00
<br />GAL 1200 30.85 0.00
<br />TON 1570 311.00 0.00
<br />TON 57 314.00 0.00
<br />SY 39 35.00 0.00
<br />TON 8 5100.00 0.00
<br />TON 284 $40.00 0.00
<br />TON 368 337.25 0.00
<br />GAL 148 31.20 0.00
<br />EA 2 3740.00 0.00
<br />EA 1 3860.00 0.00
<br />LF 166 327.00 0.00
<br />LF 72 329.00 0.00
<br />LF 105 332.00 0.00
<br />EA 5 3350.00 0.00
<br />LF 200 332.00 0.00
<br />LF 125 340.00 0.00
<br />LF 921 360.00 0.00
<br />LF 100 3140.63 0.00
<br />LF 10.25 3200.00 0.00
<br />EA 2 53,300.00 0.00
<br />EA 4 5420.00 0.00
<br />EA 2 31,300.00 0.00
<br />EA 1 31,000.00 0.00
<br />LF 815 325.00 0.00
<br />LF 80 322.00 0.00
<br />LEIS 450 37.00 0.00
<br />EA 1 33,400.00 0.00
<br />EA 3 31,400.00 0.00
<br />EA 4 31,600.00 0,00
<br />EA 3 93100.00 0.00
<br />TON 29 360.00 0.00
<br />LF 1790 37.50 0.00
<br />SY 109 $30.00 155.00
<br />EA 4 355.00 0.00
<br />LF 285 93.76 0,00
<br />LS 1 9700.00 0.00
<br />EA 6 335.00 0.00
<br />LF 950 92.40 0.00
<br />SY 110 34.00 0.00
<br />EA 1 570.00 0.00
<br />EA 1 390.00 0.00
<br />EA 2 390.00 0.00
<br />EA 50 350.00 0.00
<br />EA 6 3140.00 0.00
<br />EA 18 317.30 0.00
<br />90.00 491.00
<br />30.00 1200.00
<br />30.00 1570.00
<br />30.00 57.00
<br />30.00 22.00
<br />30.00 4.00
<br />30.00 283.30
<br />30.00 369.00
<br />30.00 200.00
<br />30.00 2.00
<br />50.00 1.00
<br />30.00 144.00
<br />$0.00 24.00
<br />90.00 98.00
<br />30.00 5.00
<br />50.00 200.00
<br />30.00 125.00
<br />30.00 921.00
<br />30.00 100.00
<br />$0.00 0.00
<br />50.00 2.00
<br />30.00 5.00
<br />30.00 2.00
<br />$0.00 2.00
<br />30.00 799.00
<br />30.00 122.00
<br />30.00 464.00
<br />30.00 1.00
<br />30.00 2.00
<br />30.00 5.00
<br />30.00 3.00
<br />30.00 18.00
<br />S0.00 1946.00
<br />34,650.00 253.00
<br />30.00 4.00
<br />90.00 407.00
<br />30.00 1.00
<br />30.00 7.00
<br />30.00 1835.00
<br />30.00 0.00
<br />50.00 1.00
<br />30.00 1.00
<br />30.00 1.00
<br />30.00 26.00
<br />30.00 1.00
<br />50.00 2.00
<br />34,419.00
<br />31,020.00
<br />317,270.00
<br />3798.00
<br />S110.00
<br />3400.00
<br />311,332.00
<br />913,745.25
<br />3240.00
<br />31,480.00
<br />3860.00
<br />33,888.00
<br />5696.00
<br />33,136.00
<br />31,750.00
<br />36,400 00
<br />35,000.00
<br />355,260.00
<br />314,063.00
<br />30.00
<br />36,600.00
<br />32,100 00
<br />32,600.00
<br />32,000.00
<br />519.975.00
<br />32,684.00
<br />33,248 00
<br />33,400.00
<br />32,800 00
<br />38,000.00
<br />311,10000
<br />31,080 00
<br />314,595.00
<br />37,590.00
<br />3220.00
<br />31,530.32
<br />3700.00
<br />3245.00
<br />84,404.00
<br />SOOo
<br />570.00
<br />390.00
<br />390.00
<br />31,300.00
<br />3140.00
<br />334.60
<br />36,690.00 3286,347.27
<br />SCHEDULE 3.0 STARK STREET
<br />1 2021.501 MOBILIZATION LS 1 312,000.00 0.00 30.00 1.00
<br />2 2101.502 CLEARING TREE 18 322.23 0.00 30.00 118.00
<br />3 2101.507 GRUBBING 1'REE 18 522.23 0.00 30.00 118.00
<br />4 2104.501 REMOVE CONCRETE CURB & GUTTER LF 175 30.90 000 3x000 216,00
<br />5 2104.501 REMOVE SANITARY SEWER PIPE LF 281 38.00 0.00 50.00 393.00
<br />6 , „"219a5(45is.(m)(3AK9V BITOo(NOUS DRIVEWAY PAVEMENT SY3 450 32.10 0.00 50.00 478.00
<br />312000.00
<br />32,623 14
<br />32,523 14
<br />5194 40
<br />33.144 00
<br />31.003,80
<br />
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