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05/23/03 13:16 FAX 6516449446 HRG
<br />• LITTLE CA U004
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<br />to 2105.501 COMMON EXCAVATION (P)
<br />15 2106521 GRANULAR BORROW (IN)
<br />16 2105,525 TOPSOIL BORROW (CV)
<br />17 2130.501 WATER (FOR OUST CONTROL)
<br />15 2131,502 CALCIUM CHLORIDE SOLUTION
<br />19 2211,501 AGGREGATE EASE CLASS 5
<br />20 2232,501 MILL BITUMINOUS SURFACE (1.5i
<br />21 2350.609 TYPE MV 3 WEARING COURSE MIXTURE
<br />22 2350.809 TYPE MV 3WEPRJNG COURSE MIXTURE (DRIVEWAY)
<br />22 2350,509 TYPE LV 3 BASE COURSE MVI1JRE
<br />24 2357,502 BITUMINOUS MATERIAL FOR TACK COAT
<br />25 2503,541 12' RC PIPE SEWER DESIGN 3006 CL V
<br />26 2504.602 INSTALL HYDRANT AND VALVE
<br />27 2504.602 PIPE FITTING
<br />28 2504.602 CONNECT TO COSTING WATER MAIN
<br />29 2504.602 RELOCATE HYDRANT
<br />30 2504.502 ADJUST VALVE BOX
<br />31 2504.802 E' GATE VALVE
<br />32 2504.803 8' WATER MAJN.000TILE IRON
<br />33 2508.522 ADJUST FRAME &RING CASTING
<br />34 2506.602 INSTALL CATCH BASIN
<br />35 2506.602 CONNECT 70 EXISTING STORM SEWER
<br />38 2531,501 CONCRETE CURB & GUTTER DESIGN 9816
<br />37 2531.507 6' CONCRETE DRIVEWAY PAVEMENT
<br />3B 2531.805 CONCRETE DRIVEWAY APRONS
<br />39 2550.802 REPLACE WOOD GUARD POST
<br />40 2557.802 RELOCATE MAIL UOX
<br />41 2557,603 INSTALI. SALVAGED FENCE
<br />42 2563,601 TRAFFIC CONTROL
<br />43 2564,602 INSTALL SALVAGED SIGN
<br />44 2575.505 SODDING TYPE LAWN
<br />45 SPEC GRADATION TEST, CLASS 5
<br />46 SPEC PROCTOR TEST
<br />47 SPEC DENSITY TEST.IN.PLACE
<br />48 SPEC CONCRETE TESTING
<br />49 SPEC BITUMINOUS GORE DENSITY
<br />CY 2320 4.70 0.00 50,00 2320.00 510,904.00
<br />C Y 780 9,00 0.00 50,00 1130.00 510,170.00
<br />C Y 50 12,50 49.00 5012.50 137,00 51,71250
<br />MGAI 20 30.00 0.00 50.00 50.00 51,500,00
<br />GAL 600 200 0.00 $0.00 900,00 51,600.00
<br />TON 040 1.00 0.00 50.00 984,70 57377,80
<br />$ Y 29 4.00 0,00 50.00 33.00 5132.00
<br />TON 210 33.00 0.00 50.00 235.00 57.755.00
<br />7014 34 45.00 0.00 50,00 73.30 53298.50
<br />TON 270 31,00 0.00 50.00 270,10 58,373.10
<br />GAL 109 1.25 0,00 50.00 187.00 5233.75
<br />L F 10 30.00 0,00 50.00 10.00 5300.00
<br />EACH 2 2,200.00 0,00 50,00 2.00 54,400.00
<br />LBS 348 3.30 0,00 50,00 150,00 5405,00
<br />EACH 2 1,100.00 0.00 50,00 2.00 52200,00
<br />EACH 1 930,00 0.00 50.00 1,00 5930.00
<br />EACH 1 100.00 0.00 50.00 200 5200,00
<br />EACH 1 550,00 0,00 50.00 1,00 5550.00
<br />L F 23 33.00 0.00 50,00 42.00 51,386.00
<br />EACH 2 200.00 0.00 50,00 2,00 5400.00
<br />EACH 2 1242.00 0.00 50.00 2.00 52,454.00
<br />EACH 2 720.00 0.00 50.00 2.00 51,440.00
<br />L F 1463 7.95 0.00 50.00 1400.00 511.130,00
<br />5 Y 148 34,00 0.00 50.00 110.00 54.046.00
<br />37 70 34.00 0.00 50,00 136.50 34,709.00
<br />EACH 8 30.00 0.00 50,00 0,00 50.00
<br />EACH 7 50.00 0.00 50,00 9,00 5450.00
<br />EACH 65 10,00 0.00 50.00 0.00 50,00
<br />15 1 1,000.00 0,00 50.00 1.00 41.000,00
<br />EACH 2 60.00 0,00 50.00 0.00 50.00
<br />5Y 1313 2.10 0.00 50,00 1700.00 53,570,00
<br />EACH 2 95.00 0.00 50.00 1,00 595.00
<br />EACH 2 150.00 0.00 50.0 1.00 515000
<br />EACH 15 33,00 0.00 50.00 0.00 50.00
<br />EACH 6 65.00 0,00 50.00 3.00 5196.00
<br />EACH 8 30.00 0.00 4000 4.00 5120.00
<br />7 SCHEDULE 2.0- BLUW000 AVENUE RECONSTRUCTION - TOTAL 52217-50 5102,591.55
<br />SCHEDULE 3,0 •STREET REPAIRS
<br />1 2104.501 REMOVE CONCRETE CURB LF 310 1.10 0.00 $0,00 351.00 5388.10
<br />2 2104.505 REMOVE BITUMINOUS PAVEMENT SY 450 0.92 0.00 50.00 403,00 $425.06
<br />3 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) L F 010 3.00 0.00 50.00 670.00 52.010,00
<br />4 2105.501 COMMON EXCAVATION (P) CY 100 4,70 0.00 50.00 35,00 5164,50
<br />5 2211.501 AGGREGATE BASE CLASS TON 150 0,00 000 50.00 11200 5896.00
<br />8 2350.609 BITUMINOUS PATCH -TYPE MV 3 WEARING COURSE MIOXTU TON 80 45.00 0.00 50.00 113.40 55,103.00
<br />7 2357.502 SRUMINOUS MATERIAL FOR TACK COAT GAL 23 1.25 000 50.00 0.00 50.00
<br />8 2506.602 CATCH BASIN RECONSTRUQT EACH 1 1230.00 0.00 50.00
<br />1.00 51,230.00
<br />9 2531.601 CONCRETE CURB &GUY7ER LF 310 14,50 0.00 50.00 350.00 55,075.00
<br />10 2575.505 SODDING TYPE LAWN SY 150 5.50 0.00 50.00 92.50 5508.75
<br />T SCHEDULE 3.0 'STREET REPAIRS -TOTAL 50.00 515,788.31
<br />ALTERNATE 1.0 • MAPLE LANE TRNL ENTRANCE
<br />1 2101,502 CLEARING EACH 8 100.00 9.00 5000,00 14,40 51,440.00
<br />2 2101.507 GRUBBING EACH 0 100.00 9.00 5900.00 14,40 51,440.00
<br />3 2105501 COMMON EXCAVATION (P) CY 100 9.00 0.00 50.00 100,00 5900.00
<br />4 2211.501 AGGREGATE BASE CLASS 5 TON 03 10.00 0.00 50.00 00,70 5907.00
<br />6 2350.609 TYPE MV3 WEARING COURSE MIXTURE (TRAIL) TON 47 40.00 0.00 50.00 46.80 41,072,00
<br />6 2575,502 SEED MIXTURE50A -MOD, 18 10 5,20 000 50.00 10.00 552.00
<br />7 2575.511 MULCH MATERIAL TYPE 1 TON 0.4 430.00 0.00 50,00 0.20 588.00
<br />8 2575.519 DISK ANCHORING ACRE 0.2 1,200.00 0,00 50,00 020 5240,00
<br />9 2575523 COMMERCIAL FERTILIZER ANALYSIS 10/20/20 LE 90 0.37 0.00 50.00 90.00 538,26
<br />10 2575,501 SEEDING ACRE 02 1,750.00 0.00 50.00 010 $350,00
<br />T ALTERNATE 1.0- MAPLE LANE TRAIL ENTRANCE - TOTAL 51,800.00 57.303.26
<br />ALTERNATE 20 -5T- JOHN'S PARKING LOT
<br />1 2021.501 MOBILIZATION LS 1 500,00 0.00 50.00 1.00 5500.00
<br />2 2104.501 REMOVE BITUMINOUS CURB LF 495 0.90 0,00 5000 430,00 5307,00
<br />3 2104.501 REMOVE SEWER PIPE (STORM) LF 120 10.00 0,00 30,00 120.00 51,200.00
<br />4 2104505 REMOVEORUMINOUS PAVEMENT SY 2400 0.92 0.00 50.00 2400.00 52,207.00
<br />5 2104.513 SAWING BIR,IMMOUS PAVEMENT (FULL DEPTH) LF 105 3.00 0.00 50.00 20,00 580.00
<br />5 2104.523 SALVAGE SIGN EACH 11 10.00 0.00 $0,00 1.00 510,00
<br />7 2105.501 COMMON EXCAVATION (P) CY 501 4.70 0.00 50.00 493.00 52,377,10
<br />8 2211,501 AGGREGATE BASE CLASS 5 TON 932 9.00 0.00 50.00 719.40 56,474.60
<br />9 2232.501 MILL BITUMINOUS SURFACE (7.5") 8 36 4.00 0.00 50.00 20.00 580.00
<br />10 2301.506 4' COLORED CONCRETE SF 1705 7.90 0.00 50.00 0.00 50.00
<br />11 2350,609 TYPE MV WEARING COURSE MIXTURE TON 109 35.00 0.00 50.00 221.20 57,742,00
<br />12 2350.509 TYPELV 3 BABE COURSE MIXTURE TON 189 35.00 0.00 50.00 106.10 58,513,50
<br />13 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GAL 108 1.25 0.00 50.00 20,00 $25,00
<br />14 2501.515 INSTALL 15 FLARED ENO SECTION EACH 1 220.00 0.06 80.0 0,00 60.00
<br />15 2501.515 CATCH BASIN 24'X38' EACH 2 1,217,00 0.00 50.00 100 51,217.00
<br />76 2503.511 15" CM PIPE SEWER LF 190 20.00 0.00 50.00 120.00 52,400,00
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