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<br />PARTIAL PAYMENT ESTIMATE
<br />NUMBER 1
<br />Name of Contractor: TA-City Paving, Inc.
<br />P.O. Box 326
<br />LItGe Falis, MN 58345
<br />Name of Owner. Cky oT Pequot Lakes, MN
<br />Date oT Completion: Amount of Contract: Dates ot Estimate:
<br />Original�. Substantial = Oct 12, 2012 (except for tur�; Finai = May 17, 2013 Oripinal: $106,804.45 From: September 4, 20t2
<br />Revised Substantial = Oct. 24, 2012 (due to add. concrete work); Final = May 17, 2013 Revised: $180,313.70 (due to add. concrete work) To: October 30, 2012
<br />Description of Project: 2012 Government Drive Rehabilitation
<br />WSN No. 030H0047.000
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<br />'I 2021,501 MOBILIZ4TION 1 LUMPSUM E6,000.00 56,000.00 1.0 S6,OOO.W 1.0 58,000.00
<br />2 2104.505 REMOYE CONCRETE WALK 6 SO YD 510.00 580.00 0
<br />3 2104.505 REMOVEBITUMINOUSPAVEMENT 579 SDVD ;2.00 51,158.00 6B5 $1,370_00 685 $'1.370.0�
<br />4 2104.51t $AWING CONCRETE PAVEMENT (FUIL DEPTH) 21 LIN F? E10.00 5210.00 0
<br />5 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) 834 LIN FT 53.00 $2,802.00 265 E795.00 285 $795.00
<br />6 7105.SOt COMMON EXCAVATION 232 CU YD E10.D0 52.320.00 313 E3.730.00 313 E3,130.00
<br />7 2105.525 TOPSOIL BORROW (CV) �48 CU YD E30.00 87,440.00 264 $7,920.00 264 $7,920.00
<br />8 2112.604 SUBGRADE PREPARATION 572 SO YD E2.00 E1.1M.00 9.235 518,170.00 8,235 E18,47D.00
<br />9 2t23.B10 STREET SWEEPER (WITH PICKUP BROOM) 12 HOUR E50.00 §600.00 U
<br />10 Y217.503 AGGREGATE BASE (CV) CLASS S 82 CU VD E3o.00 E7,460 00 307 E9,03D.00 301 39.030.00
<br />it 2232.501 MILLBITUMINOUSSURFACE(2.0") 7,547 S�VD E7.00 57,547.00 7.425 57,425.00 7�,-025 $7,425.00
<br />72 2360.501 TYPE SP 11.5 WEA121NG COURSE MI%TURE (2,B) 1,143 TON y50.00 E57,150.00 1 435.58 571.779.00 1.0.15.58 � E71.779.00
<br />13 2504.602 ADJUST VALVE BOX 7 EALH 5300.00 E�.700.00 8 52,400.00 8 E2,400.00
<br />7d 2508.60Z PDJUST FRAME 8 RING CASTING 1 EACH f300.00 E300.00 0
<br />15 2521.501 4" CONCRETE WPLK 244 S� FT $5.00 51,220.00 0
<br />18 2531.BiB TRUNCATEDDOMES 32 S�FT E40.00 51,280.00 0
<br />17 2531.802 BITUMINOUS FLUME 7 EACFI E100.00 E700.00 4 $400.00 4 � 5400.00
<br />18 Z535.507 BITUMINOUS CURB 871 UN FT $4.50 E3,9t9.50 976 $4,171.00 918 E4,17100
<br />19 2571.502 DECIDUOUS TREE 2.5' CAL B88 2 TREE $800.00 E1,200.00 0 �
<br />20 2583.801 TRAFFIC CONTROL 1 WMP SUM b1,000.00 E1.000.00 1.0 E7,000.00 1.0 E7,000.00
<br />21 2573.530 STORM ORPJN INLET PROTECTION 9 EACH b700.00 E900.00 8 EB00.00 H 5800.00
<br />YI 2573.540 FILTER lOG TVPE WOOD FIBER BIOROLL 587 LIN FT E225 E1,320.75 6fi0 51,485.00 660 E1 485.00
<br />23 2575.507 SEEOING 0.46 ACRE $1,000.00 E460.00 0.48 E480.00 � 0.48 �� E4B0.00
<br />2/ 2575.502 SEEO MIXTURE 280 185 POUND E2.00 5370.00 192 S3B4.00 192 5384.00
<br />25 2575.532 FERTILIZER TVPE 2 82 POUND E1.00 E92.00 96 E96.00 B6 396.00
<br />28 2575.560 HVDRAULIC SOIL STA91LI2ER TVPE 5 969 POUND $0.80 E77520 7,008 E808.40 1,009 EBOB.dO
<br />27 2582.502 4" 60LID LINE WHITE-PAINT 1,201 LIN FT $0.50 E2,100.50 13,067 56,533.50 13,067 56,533.50
<br />28 2582.502 6" SOLID LINE WHITE - PAINT 62 L1N FT E7.00 E62.00 218 5178.00 278 � S2t8.00
<br />29 2582.502 6 SOLIO LINE YELLOW-PAINT 727 LIN FT E0.50 3113.50 0
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<br />ORIGINAL PROJECT TOTAL
<br />ADDED CONCRETE WORK
<br />2021.501 MOBILIZATION
<br />2104.501 REMOVE CURB AND GUTTER
<br />4104.505 REMOVE CONCRETE WALK
<br />2109.505 REMOVE BITUMINOUS PAVEMENT
<br />2104.517 SAW WG CONCRETE PAVEMENT (FL1Ll DEPTH)
<br />2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)
<br />Y211.503 AGGREGATE fl4SE (C� CNSS 5
<br />2360.501 TYPE SP 12.5 WEARING COURSE MIXNRE (2,B)
<br />2504.802 ADJUST VALVE BOX
<br />2521.507 4" CONCRETE WALK
<br />253'I.501 CONCRETE CURB 8 GUTTER, DESIGN 8818
<br />2531.878 TRUNCATED DOMES
<br />2563.607 TRAFFIC CONTROL
<br />TOTAL FOR ADDED CONCRETE WORK
<br />UPDATED PR0.IECT TOTAL
<br />A�UNTRET�N�D,fb%ofContnMl
<br />AM�NT DUEYMENT�
<br />5106,804.45 5144,643.90
<br />1 LUMP SUM 52,800.00 52,800.00 1.0 52.800.00
<br />310 LIN FT $4.00 E7,240.00 357 57,404.00
<br />573 S� VD E70.00 55,730.00 479 E4.780.00
<br />1,156 SOYO 54.00 54,824.00 732 52,928.00
<br />65 LIN FT 570.00 y850.00 28 E2B0.00
<br />1.182 LIN FT E4.00 E4.648.00 1.131 54.524.00
<br />B2 CU VD 540.00 E3,280.00 12 5180.00
<br />63 TON E725.00 E7,875.00
<br />7 EACH 5250.00 E1,750.00
<br />7,557 S� FT E3.25 E24,560.25 7,399 524,046.75
<br />1,044 lIN FT 573.00 E13,572.00 1.050 E13,650.00
<br />32 5� FT ¢10.00 51,280.00 32 E1,280.00
<br />1 LUMPSUM E1,500.00 51500.00 1.0 E1.500.00
<br />$73,509.25
<br />E180,313.70
<br />THIS PERIOD
<br />5202.326.65
<br />E10.116.33
<br />E792.210.32
<br />Page 1 of 2
<br />557,682.75
<br />§202,326.65
<br />Eiaa,e43.eu
<br />1.0 52.800.00
<br />357 E1,404.00
<br />479 54.780.00
<br />�732 S2,8YB.00
<br />28 5280.00
<br />1,150 54,600.00
<br />12 EOB0.00
<br />7,399 E2d,0a6.75
<br />1,OSD 513,850.00
<br />32 E1.280.00
<br />1.0 St.500.00
<br />$57,758.75
<br />5202,402.65
<br />TOTAL 70 DATE
<br />$202,402.65
<br />$10.120.13
<br />50.00
<br />5792,282.52
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