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Dec 10 04 04:17p
<br />PARTIAL PAYMENT ESTIMATE
<br />N0. 5
<br />FROM October 5, 2004
<br />TO December 1, 2004
<br />CONTRACTOR: FRATTALONE COMPANIES, INC.
<br />ADDRESS: 3066 SPRUCE STREET, S7. PAUL MN 55117
<br />OWNER: CITY OF IITTLE CANADA
<br />PROJECT: 2004 STREET IMPROVEMENTS
<br />COMPLETION DATE;
<br />ORIGINAL September 10, 2004
<br />REVISED: September 22, 2004
<br />AMOUNT OF CONTRACT:
<br />ORIGINAL: $1,126,000.00
<br />REVISED:
<br />p. 2
<br />SCHEDULE 1.0 - MIDDLE STREET STORM SEWER AND ROAD
<br />1 2021.501 MOBILIZATION
<br />2 2101.501 CLEARING
<br />3 2101.501 GRUBBING
<br />4 2104.501 REMOVE CONCRETE CURB AND GUTTER
<br />5 2104.501 REMOVE STORM SEWER PIPE
<br />6 2104.501 REMOVE 18' RCP FLARED ENO SECTION
<br />7 2104.505 REMOVE BITUMINOUS PAVEMENT
<br />8 2104.505 REMOVE BITUMINOUS SIDEWALK
<br />9 2104.505 REMOVE CONCRETE ORNEWAY PAVEMENT
<br />10 2104.509 REMOVE MANHOLE OR CATCH BASIN
<br />11 2104.509 REMOVE SIGN
<br />12 2104.513 SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH)
<br />13 2104.523 SALVAGE SIGN
<br />14 2104.523 SALVAGE LIGHT
<br />15 2104.604 SALVAGE CONCRETE PAVERS
<br />16 2105.501 COMMON EXCAVATION
<br />17 2211.501 AGGREGATE BASE CLASS 5
<br />10 2232.501 MILL BITUMINOUS PAVEMENT
<br />19 2350.501 TYPE MV4 WEAR COURSE MIXTURE
<br />20 2350.501 TYPE LV3 BASE COURSE MIXTURE
<br />21 2357,502 BITUMINOUS MATERIAL FOR TACK COAT
<br />22 2503,541 10" RC PIPE SEWER DES 3006,CLV
<br />23 2503541 21" RC PIPE SEWER DES 3006,CLV
<br />24 2503.541 30' RC PIPE SEWER DES 3006, CLIII
<br />25 2503.602 CONNECT TO EXISTING STORM SEWER
<br />26 2508.502 CONST DRAINAGE STRUCTURE DESIGN 48 -4020
<br />27 2506.511 MANHOLE REPAIR
<br />28 2511.502 RANDOM RIPRAPCLN
<br />29 2521.501 4" CONCRETE WALK
<br />30 2531.501 CONCRETE CURB AND GUTTER DESIGN 0618
<br />31 2531.602 PEDESTRIAN CURB RAMP
<br />32 2540604 INSTALL CONCRETE PAVERS
<br />33 2545.802 INSTALL LIGHT POLE
<br />34 2563.601 TRAFFIC CONTROL
<br />35 2564 536 INSTALL SIGN
<br />36 2564.603 24" STOP LINE WHITE -POLY PREFORMED
<br />37 SPEC GRADATION TEST, CLASS
<br />38 SPEC PROCTOR TEST, CLASS
<br />39 SPEC PROCTOR TEST
<br />40 SPEC DENSITY TEST - CLASS 5 3 SUOGRADE
<br />41 SPEC CONCRETE TESTING
<br />42 SPEC BITUMINOUS CORE DENSITY
<br />43 SPEC CALCIUM CHLORIDE
<br />T
<br />LS 1 $32,860.85 0.00 50.00 1.00 532,660.85
<br />TREE 4 1262.50 0.00 50.00 4.00 31 ,050.00
<br />TREE 4 $52.50 0.00 50.00 4.00 5210.00
<br />LF 585 52.20 0.00 $0.00 610.00 51,342.00
<br />LF 450 5000 0.00 $0.00 438.00 $3,942.00
<br />54011 1 5200.00 0.00 $0.00 1.00 $200.00
<br />SY 3.600 52.25 0.00 $0.00 3446.00 37,753.50
<br />SY 170 52,25 0.00 30.00 154.00 3340.50
<br />SY 40 85.00 0.00 30.00 54.00 5270.00
<br />E.C.. 4 5225.00 0.00 60.00 4.90 3900.00
<br />54014 1 321.00 0.00 30.00 1.00 621.00
<br />LF 375 53.00 0.00 30.00 359.00 31,077.00
<br />EACH 11 521.00 0.00 50.00 6.00 5125.00
<br />EACH 2 51,315.00 0.00 30.00 1.00 51,315.00
<br />SY 70 39.00 0.00 50.00 28,00 $252.00
<br />CY 923 58.75 0.00 50.00 923.00 $8,076,25
<br />TON 1,200 5750 0.00 5000 1332.61 $9,094,58
<br />SY 55 $8,40 0.00 50.00 0.00 30.00
<br />TON 275 345.75 0.00 50.00 000 50.00
<br />TON 275 543.40 0.00 30.00 376.72 316.349.65
<br />GAL 110 51.05 0.00 30.00 0.00 50.00
<br />LF 114 523.15 0.00 60.00 213.00 54,930.95
<br />LF 04 527.00 0.00 30.00 8.00 5216.00
<br />LF 268 $41.65 0.00 30.00 292.00 512,181.80
<br />EACH 1 61,000.00 0.00 50.00 1.00 51,000.00
<br />EACH 5 61,875.00 0.00 30.00 5.00 69,375.00
<br />EACH 1 5000.00 0.00 60.00 1.00 5800.00
<br />TON 12.5 575,00 0.00 50.00 000 3D.00
<br />SE 9,580 52.66 0.00 30.00 4284.00 511,395.44
<br />LF 1.350 39,92 0.00 $0.00 1450.00 314,384.00
<br />EACH 9 $400.00 0.00 30.00 9,00 83,600.00
<br />SY 70 510.00 0.00 3000 28.00 3280.00
<br />EACH 2 61,315,00 0.00 10,00 1.00 31,315.00
<br />LS 1 5840.00 0.50 5420.00 1.00 5840.00
<br />EACH 11 589.25 0.00 $0.00 6,00 5535.50
<br />LP 32 510.00 0.00 $0.00 0.00 30.00
<br />EACH 2 5107.10 0.00 50.00 1.00 5107.10
<br />EACH 1 5137.50 0.00 30.00 1.00 5137.50
<br />EACH 1 5137.50 0.00 50.00 4.00 5550.00
<br />EACH 5 $63.00 0.00 50.00 24.00 51,512.00
<br />EACH 1 3231.00 0.00 50.00 2.00 5462.00
<br />EACH 3 $42.00 0.00 50.00 2.00 564.00
<br />041. 900 51.00 0.00 50.00 0.00 30.00
<br />OJI §oy816000JN071IPMlal PaymeniYPay EsUmam 05
<br />-2
<br />5420.00 5149,772.61
<br />
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