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PARTIAL PAYMENT ESTIMATE
<br />NO. 8
<br />(FINAL)
<br />FROM: December3, 2005
<br />TO: December4, 2006
<br />CONTRACTOR: FRATTALONE COMPANIES. INC.
<br />ADDRESS: 3066 SPRUCE STREET. ST. PAUL, MN 55117
<br />OWNER: CITY OF LITTLE 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: 31,125,000.00
<br />REVISED:
<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 END SECTION
<br />7 2104.505 REMOVE BITUMINOUS PAVEMENT
<br />8 2104.505 REMOVE BITUMINOUS SIDEWALK
<br />9 2104.505 REMOVE CONCRETE DRIVEWAY 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 />18 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 18" RC PIPE SEWER DES 3006, CLV
<br />23 2503.541 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 2506.502 CONST DRAINAGE STRUCTURE DESIGN 48 -4020
<br />27 2506.511 MANHOLE REPAIR
<br />28 2511.502 RANDOM RIPRAP CL IV
<br />29 2521.501 4" CONCRETE WALK
<br />30 2531.501 CONCRETE CURB AND GUTTER DESIGN B618
<br />31 2531.602 PEDESTRIAN CURB RAMP
<br />32 2540.604 INSTALL CONCRETE PAVERS
<br />33 2545.602 INSTALL LIGHT POLE
<br />34 2563.601 TRAFFIC CONTROL
<br />35 2504.536 INSTALL SIGN
<br />36 2564.603 24" STOP LINE WHITE -POLY PREFORMED
<br />37 SPEC GRADATION TEST, CLASS 5
<br />38 SPEC PROCTOR TEST, CLASS 5
<br />39 SPEC PROCTOR TEST
<br />40 SPEC DENSITY TEST - CLASS 5 & SUBGRADE
<br />41 SPEC CONCRETE TESTING
<br />42 SPEC BITUMINOUS CORE DENSITY
<br />43 SPEC CALCIUM CHLORIDE
<br />LS 1 332,860.85
<br />TREE 4 3262.50
<br />TREE 4 552.50
<br />LF 585 32.20
<br />LF 450 39.00
<br />EACH 1 320000
<br />SY 3,600 52.25
<br />SY 170 82.25
<br />SY 40 55.00
<br />EACH 4 5225.00
<br />EACH 1 521.00
<br />LF 375 33.00
<br />EACH 11 321.00
<br />EACH 2 31,315.00
<br />SY 70 59.00
<br />CY 923 38.75
<br />TON 1,200 57.50
<br />SY 5 36.40
<br />TON 27" 545.75
<br />TON 27" 343.40
<br />GAL 11 $1.05
<br />LF 11 323.15
<br />LF 8 327.00
<br />LF 28 341.65
<br />EACH 31,000.00
<br />EACH 31,875.00
<br />EACH 3800.00
<br />TON 12. 575.00
<br />SF 9,58 52.66
<br />LF 1,35 89.92
<br />EACH 9400.00
<br />SY 7 310.00
<br />EACH 31,315.00
<br />LS 3840.00
<br />EACH 1 389.25
<br />LF 3. 310.00
<br />EACH 8107.10
<br />EACH 2137.50
<br />EACH 3137.50
<br />EACH 363.00
<br />EACH $23100
<br />EACH 342.00
<br />GAL 900 51.00
<br />0.00 50.00 1.00 532,860.85
<br />0.00 50.00 4.00 51,050.00
<br />0.00 50.00 4.00 3210.00
<br />0.00 50.00 610.00 31,342.00
<br />0.00 30.00 438.00 83,942.00
<br />0.00 30.00 1.00 $200.00
<br />0.00 80.00 3446.00 57,753.50
<br />0.00 80.00 154,00 3346,50
<br />0.00 50.00 54.00 3270,00
<br />0.00 30.00 4.00 800000
<br />0.00 30.00 1.00 321.00
<br />0.00 30.00 359.00 31077.00
<br />0.00 50.00 6.00 3126.00
<br />0.00 50.00 1.00 51,315.00
<br />0.00 30.00 28.00 3252.00
<br />0.00 30.00 923.00 38,076.25
<br />0.00 50.00 1332,61 59,994,58
<br />0.00 30.00 0.00 30.00
<br />0.00 30.00 297.81 313,624.81
<br />0.00 50.00 376.72 516,349.65
<br />0.00 50.00 0.00 80.00
<br />0.00 30.00 213.00 54,930.95
<br />0.00 50.00 8.00 5216.00
<br />0.00 30.00 292.00 312,161.80
<br />0.00 30.00 1.00 31,000.00
<br />0.00 30.00 5.00 39,375.00
<br />0.00 30.00 1.00 5800.00
<br />0.00 30.00 0.00 30.00
<br />0.00 50.00 4284,00 111,395.44
<br />0 00 30.00 1450.00 314,384.00
<br />0.00 50.00 9.00 53,600.00
<br />0.00 50.00 28.00 3280.00
<br />0.00 50.00 '1.00 51,315.00
<br />0.00 50.00 1.00 5840.00
<br />0.00 80.00 6.00 3535.50
<br />000 50.00 0.00 50.00
<br />0.00 $000 1.00 5107.10
<br />0.00 90.00 1.00 5137.50
<br />0.00 30.00 4.00 555000
<br />0.00 50.00 24.00 31.512.00
<br />0.00 50.00 2.00 5462.00
<br />0.00 50.00 2.00 584.00
<br />0.00 30.00 0.00 30.00
<br />T SCHEDULE 1.0- MIDDLE STREET STORM SEWER AND ROAD TOTAL 30.00 5163,397.42
<br />O:IPro)1816600JI0071 /Partial Payments/Pay Estimate 118 (Final)
<br />CONTRACT ITEMS
<br />THIS PERIOD
<br />TOTAL TO DATE
<br />ITEM
<br />SPEC.
<br />NO.
<br />REF.
<br />DESCRIPTION
<br />UNIT
<br />QTY.
<br />UNIT
<br />QTY. AMOUNT
<br />QTY. AMOUNT
<br />PRICE
<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 END SECTION
<br />7 2104.505 REMOVE BITUMINOUS PAVEMENT
<br />8 2104.505 REMOVE BITUMINOUS SIDEWALK
<br />9 2104.505 REMOVE CONCRETE DRIVEWAY 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 />18 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 18" RC PIPE SEWER DES 3006, CLV
<br />23 2503.541 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 2506.502 CONST DRAINAGE STRUCTURE DESIGN 48 -4020
<br />27 2506.511 MANHOLE REPAIR
<br />28 2511.502 RANDOM RIPRAP CL IV
<br />29 2521.501 4" CONCRETE WALK
<br />30 2531.501 CONCRETE CURB AND GUTTER DESIGN B618
<br />31 2531.602 PEDESTRIAN CURB RAMP
<br />32 2540.604 INSTALL CONCRETE PAVERS
<br />33 2545.602 INSTALL LIGHT POLE
<br />34 2563.601 TRAFFIC CONTROL
<br />35 2504.536 INSTALL SIGN
<br />36 2564.603 24" STOP LINE WHITE -POLY PREFORMED
<br />37 SPEC GRADATION TEST, CLASS 5
<br />38 SPEC PROCTOR TEST, CLASS 5
<br />39 SPEC PROCTOR TEST
<br />40 SPEC DENSITY TEST - CLASS 5 & SUBGRADE
<br />41 SPEC CONCRETE TESTING
<br />42 SPEC BITUMINOUS CORE DENSITY
<br />43 SPEC CALCIUM CHLORIDE
<br />LS 1 332,860.85
<br />TREE 4 3262.50
<br />TREE 4 552.50
<br />LF 585 32.20
<br />LF 450 39.00
<br />EACH 1 320000
<br />SY 3,600 52.25
<br />SY 170 82.25
<br />SY 40 55.00
<br />EACH 4 5225.00
<br />EACH 1 521.00
<br />LF 375 33.00
<br />EACH 11 321.00
<br />EACH 2 31,315.00
<br />SY 70 59.00
<br />CY 923 38.75
<br />TON 1,200 57.50
<br />SY 5 36.40
<br />TON 27" 545.75
<br />TON 27" 343.40
<br />GAL 11 $1.05
<br />LF 11 323.15
<br />LF 8 327.00
<br />LF 28 341.65
<br />EACH 31,000.00
<br />EACH 31,875.00
<br />EACH 3800.00
<br />TON 12. 575.00
<br />SF 9,58 52.66
<br />LF 1,35 89.92
<br />EACH 9400.00
<br />SY 7 310.00
<br />EACH 31,315.00
<br />LS 3840.00
<br />EACH 1 389.25
<br />LF 3. 310.00
<br />EACH 8107.10
<br />EACH 2137.50
<br />EACH 3137.50
<br />EACH 363.00
<br />EACH $23100
<br />EACH 342.00
<br />GAL 900 51.00
<br />0.00 50.00 1.00 532,860.85
<br />0.00 50.00 4.00 51,050.00
<br />0.00 50.00 4.00 3210.00
<br />0.00 50.00 610.00 31,342.00
<br />0.00 30.00 438.00 83,942.00
<br />0.00 30.00 1.00 $200.00
<br />0.00 80.00 3446.00 57,753.50
<br />0.00 80.00 154,00 3346,50
<br />0.00 50.00 54.00 3270,00
<br />0.00 30.00 4.00 800000
<br />0.00 30.00 1.00 321.00
<br />0.00 30.00 359.00 31077.00
<br />0.00 50.00 6.00 3126.00
<br />0.00 50.00 1.00 51,315.00
<br />0.00 30.00 28.00 3252.00
<br />0.00 30.00 923.00 38,076.25
<br />0.00 50.00 1332,61 59,994,58
<br />0.00 30.00 0.00 30.00
<br />0.00 30.00 297.81 313,624.81
<br />0.00 50.00 376.72 516,349.65
<br />0.00 50.00 0.00 80.00
<br />0.00 30.00 213.00 54,930.95
<br />0.00 50.00 8.00 5216.00
<br />0.00 30.00 292.00 312,161.80
<br />0.00 30.00 1.00 31,000.00
<br />0.00 30.00 5.00 39,375.00
<br />0.00 30.00 1.00 5800.00
<br />0.00 30.00 0.00 30.00
<br />0.00 50.00 4284,00 111,395.44
<br />0 00 30.00 1450.00 314,384.00
<br />0.00 50.00 9.00 53,600.00
<br />0.00 50.00 28.00 3280.00
<br />0.00 50.00 '1.00 51,315.00
<br />0.00 50.00 1.00 5840.00
<br />0.00 80.00 6.00 3535.50
<br />000 50.00 0.00 50.00
<br />0.00 $000 1.00 5107.10
<br />0.00 90.00 1.00 5137.50
<br />0.00 30.00 4.00 555000
<br />0.00 50.00 24.00 31.512.00
<br />0.00 50.00 2.00 5462.00
<br />0.00 50.00 2.00 584.00
<br />0.00 30.00 0.00 30.00
<br />T SCHEDULE 1.0- MIDDLE STREET STORM SEWER AND ROAD TOTAL 30.00 5163,397.42
<br />O:IPro)1816600JI0071 /Partial Payments/Pay Estimate 118 (Final)
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