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7 2104.505 REMOVE BITUMINOUS PAVEMENT
<br />8 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT
<br />9 2104.509 REMOVE AND REPLACE ROCK GARDEN
<br />10 2104.509 REMOVE VALVE
<br />11 2104.509 REMOVE SANITARY MANHOLE
<br />12 2104.513 SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH)
<br />13 2104.513 SAWCUT CONCRETE PAVEMENT (FULL DEPTH)
<br />14 2104.523 SALVAGE MAILBOX
<br />15 2104.523 SALVAGE SIGN
<br />16 2105.501 COMMON EXCAVATION
<br />17 2123.602 MACHINE TIME
<br />18 2131.502 CALCIUM CHLORIDE SOLUTION
<br />19 2211.501 AGGREGATE BASE CLASS 5
<br />20 2211.501 AGGREGATE BASE CLASS 5 (DRIVEWAY)
<br />21 2232.501 MILL BITUMINOUS PAVEMENT
<br />22 2350.501 TYPE MV4 WEAR COURSE MIXTURE (DRIVEWAY)
<br />23 2350.501 TYPE MV4 WEAR COURSE MIXTURE
<br />24 2350.502 TYPE LV3 BASE COURSE MIXTURE
<br />25 2357.502 BITUMINOUS MATERIAL FOR TACK COAT
<br />26 2503.541 12" RC PIPE SEWER DES 3006, CLV
<br />27 2503.541 15" RC PIPE SEWER DES 3006, CLV
<br />28 2503.541 18" RC PIPE SEWER DES 3006, CLV
<br />29 2503.602 CONNECT TO EXISTING MANHOLE
<br />30 2503.602 8 "x4" SERVICE WYE
<br />31 2503.603 4" PVC SANITARY SERVICE
<br />32 2503.603 8" PVC PIPE SEWER
<br />33 2504,602 ADJUST GATE VALVE BOX
<br />34 2504.602 6" GATE VALVE
<br />35 2504.602 HYDRANT AND VALVE
<br />36 2506.502 CONST DRAINAGE STRUCTURE DES SPEC 24 X36"
<br />37 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 -4020
<br />38 2506.522 ADJUST FRAME 8 RING CASTING
<br />39 2506,602 CONSTRUCT SANITARY MANHOLE
<br />40 2531.501 CONCRETE CURB 8 GUTTER DESIGN 8618
<br />41 2531.507 6" CONCRETE DRIVEWAY PAVEMENT
<br />42 2540,602 INSTALL MAILBOX
<br />43 2563,601 TRAFFIC CONTROL
<br />44 2564,536 INSTALL SIGN
<br />45 SPEC GRADATION TEST, CLASS 5
<br />46 SPEC PROCTOR TEST, CLASS 5
<br />47 SPEC PROCTOR TEST
<br />48 SPEC DENSITY TEST - INPLACE
<br />49 SPEC CONCRETE TESTING
<br />50 SPEC BITUMINOUS CORE DENSITY
<br />SCHEDULE 3.0- STARK STREET CONSTRUCTION TOTAL
<br />1
<br />18A0T(TEN
<br />QTY
<br />UNIT
<br />SY 3965 $2.20 0.00
<br />SY 285 82.50 0.00
<br />EA 4 3200.00 0.00
<br />EA 1 S900,00 0.00
<br />EA 3 5900,00 0.00
<br />LF 390 32.70 0.00
<br />LF 125 34.00 0.00
<br />EA 15 $50.00 0.00
<br />EA 10 $20.00 0.00
<br />CY 2660 36.00 0.00
<br />HR 6 81,000.00 0.00
<br />GAL 1700 8085 0.00
<br />TON 2128 $4.60 0.00
<br />TON 290 $15.00 0.00
<br />SY 75 85.00 0.00
<br />TON 38 $65.00 0.00
<br />TON 390 840.00 0.00
<br />TON 502 537.25 0.00
<br />GAL 196 31.20 0.00
<br />LF 112 526,00 0.00
<br />LF 604 828.00 0.00
<br />LF 230 330.00 0.00
<br />EA 1 81,300.00 0.00
<br />EA 4 $230.00 0.00
<br />LF 40 $40.00 0,00
<br />LF 291 843.00 0.00
<br />EA 5 $140.00 0.00
<br />EA 1 $1,300,00 0.00
<br />EA 1 $3,500.00 0,00
<br />EA 4 51,350.00 0.00
<br />EA 4 $1,800.00 0.00
<br />EA 2 5200.00 0.00
<br />EA 3 $2,400.00 0.00
<br />LE 2700 87.55 0.00
<br />SY 450 830.00 0.00
<br />EA 15 555.00 0.00
<br />LS 1 5800.00 0.00
<br />EA 10 335.00 0.00
<br />EA 1 370.00 000
<br />EA 1 390.00 0.00
<br />EA 2 390.00 0.00
<br />EA 30 $50.00 0.00
<br />EA 4 5140.00 0.00
<br />EA 18 317.30 0.00
<br />P5810032:22
<br />AM001
<br />2(:).7.812310,97378(x
<br />OTIY; 323. AMOUNT
<br />50.00 3965.00
<br />$0.00 268.00
<br />$0.00 4.00
<br />50.00 1.00
<br />$0.00 3.00
<br />30.00 207.00
<br />30.00 0.00
<br />30.00 22.00
<br />$0.00 7.00
<br />$0.00 3106.00
<br />30.00 0.00
<br />$0.00 0,00
<br />80.00 212880
<br />$0.00 290.00
<br />$0.00 64.00
<br />$0.00 63.49
<br />50,00 376.28
<br />80.00 445.00
<br />$0.00 196.00
<br />$0.00 120.00
<br />$0.00 598.00
<br />30.00 230.00
<br />$0.00 1.00
<br />80.00 5.00
<br />30.00 350.00
<br />$0,00 445.00
<br />80.00 13.00
<br />$0.00 2,00
<br />50.00 1.00
<br />30.00 4,00
<br />$0.00 4.00
<br />50.00 9.00
<br />80.00 3.00
<br />$0.00 2640.00
<br />$0.00 443.70
<br />$0.00 22.00
<br />80.00 1.00
<br />30.00 7.00
<br />80.00 1.00
<br />30.00 1.00
<br />30.00 2.00
<br />30.00 20.00
<br />30.00 3.00
<br />50.00 2.00
<br />$8723.00
<br />3670.00
<br />3800.00
<br />3900.00
<br />82,700 00
<br />3558.90
<br />30.00
<br />31,10000
<br />$140.00
<br />518,636.00
<br />30.00
<br />30.00
<br />59,788.80
<br />$4,350.00
<br />3320.00
<br />34,125 85
<br />315,051 20
<br />316,576.25
<br />3235.20
<br />$3,120.00
<br />516,314.00
<br />36,900.00
<br />81,300.00
<br />51,150.00
<br />314,000.00
<br />319,13600
<br />31,820.00
<br />$2,600.00
<br />$3,500.00
<br />55,400 00
<br />37,200 00
<br />$1,800.00
<br />87,200.00
<br />319,932.00
<br />$13,311.00
<br />51,210.00
<br />3800.00
<br />3245.00
<br />$70.00
<br />590.00
<br />3180.00
<br />31,000.00
<br />3420.00
<br />334.60
<br />80.00 3235,426.28
<br />SCHEDULE 3.1 STARK STREET - BLVD. MH. REMOVAL
<br />1 2104.509 REMOVE SANITARY MANHOLE EA 5 31,200.00 0.00 80.00 5.00 35,000.00
<br />2 2502.602 4" TP PIPE DRAIN CLEAN OUT EA 10 3350.00 2.00 3700.00 7.00 32,45000
<br />3 2503,602 8 "X4" SERVICE WYE EA 10 5180,00 0.00 30.00 10.00 81,800.00
<br />4 2503.603 4" PVC SANITARY SERVICE LF 312 322.00 0.00 50.00 253.00 5.1566.00
<br />SCHEDULE 3.1 - STARK STREET- BLVD. MH, REMOVAL TOTAL 3700.00 315,810.00
<br />4
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