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PARTIAL PAYMENT ESTIMATE
<br /> NUMBER 3
<br /> Name of CoMnetor: R.L.Larson Exwvating,Inc.
<br /> 2255 12th St.SE
<br /> St Cbud,MN 56304
<br /> Name of Owner: City of Pequot Lekes
<br /> 4638 Main SVeet
<br /> P uot lakes,MN 56472
<br /> Date of Completion: AmouM oi Contract: Dates oi Estimate:
<br /> Original: October 76,2020(Substential) Oriyinal: 52,398,792.43 From: 5/23I20
<br /> Revised: 3�s�.!-�__!�,�al� Revised 52 3=F 45�23 To: 6/26/20
<br /> Deseription of Projed:
<br /> RASMUSSEN ROAD 6 SOUTH WASHINGTON AVENUE ROAD 6 UTILITIES IMPROVEMENT
<br /> PROJECT
<br /> PEQUOT LAY(ES,MN
<br /> CONTRACT fTEMS TFpB PERIOD TOTAL TO DATE
<br /> REM NO. REM DESCRIPTION pTy, UNIT UNR PRICE AMOUNT C7Y. AMOUNT QTY. AMOUNT
<br /> 1 MOBIl1ZAT10N 1 LUMPSUM 560,000.00 550.D00.00 oi; 59,000.00 554.000.00
<br /> 2 CLEARING 4.03 ACRE E2,100.00 58,463.00 513.713.00
<br /> 3 GRUBBING 4.03 ACRE E2,100.00 58.463.00 513,713.00
<br /> 4 REMOVE MANHOLE SANITAR 6 EACH 5300.00 51.800.00 - 52.100.00
<br /> 5 REMOVE DRAINAGE STRUCTURE 2 EACH 5300.00 5600.00 2 5600.00
<br /> B REMOVE GATE VAWE AND BOX 9 EACH 5200.00 51,800.00 9 E7.800.00
<br /> 7 REMOVE HYDRANT 4 EACH 5200.00 5800.00 4 5800.00
<br /> 8 REMOVE MAILBOX 35 EACH s60.DD 52.100.00 2 5120.00 7: E7.920.00
<br /> 9 SALVAGE HVDRANT 1 EACH ytD0.00 5400.00 � 5�00.00
<br /> 10 SAWING CONCRETE PAVEMENT(FULL DEPTH) 172 LIN FT 56.00 $1.032.00 69 ¢111.00 §7,088.00
<br /> 11 SAWING BITUMINOUS PAVEMENT FULL DEPT 95fi LIN FT 52.50 $2.390.00 178 E445.00 52.342.50
<br /> 12 REMOVE WATER MAIN 3355 LJN FT 52.00 56.710.00 -727 (51,154.00) s2oi 56,404.00
<br /> 13 REMOVE WATER SERVICE 635 LIN FT j1.00 b635.00 37 (537.00) 6e° 5685.00
<br /> 14 REMOVE SANITARY SEWER SERVICE 652 LIN FT E1.00 b652.00 213 5273.00 Se" 5585.00
<br /> 15 REMOVE SEWER P�PE(STORAq 61 LIN FT $76.00 8976.00 a i 5976.00
<br /> 18 REMOVE SEWER PiPE SANITARV 1528 L1N FT 57.00 51.528.00 75 E75.00 154:; 51.545.00
<br /> 17 REMOVE CURB AND GUTTER 236 LIN FT 55.00 $1.180.00 177 f885.00 23E�, 51,180.00
<br /> 18 REMOVE CURB 75 LIN FT 55.00 5375.00 8 i y105.00
<br /> 18 REMOVE CONCRETE RETAINING WALL 122 LIN FT 55.00 8670.00 1a� 5735.00
<br /> 20 REMOVE WOOD RETAINING WALL 14 LIN FT 520.00 5280.00 �a 5280.00
<br /> 21 SALVAGE RETAINING WALL 72 LIN FT 510.00 5220.00 5220.00
<br /> 22 REMOVE CONCRETE PAVEMENT 240 S�YD $7,00 51.680.00 24.6 E772.20 i5%-- 52.08320
<br /> 23 REMOVE BITUMINOUS PAVEMENT 18108 SO YD 52.50 545270.00 357 5892.50 �F i!7< E45,272.SD
<br /> 24 REMOVE CONCRETE WALK 672 SQ FT f2.00 51,244.00 551 51.102.00 5a� E7.29l.00
<br /> 25 TEMPORARV POSTAL SERVICE 1 LUMP SLMA §7,200.00 81200 00 025 5300.00 1 51,200.00
<br /> 26 REMOVE MISCELLANEOUS STRUCTURES(WOOD STEPS) 7 LUMP SUM 5250.00 5250.00 � 5250.00
<br /> 27 SALVAGE SIGN SPECIAL 911 19 EACH 572.00 5228 00 5252.00
<br /> 28 SALVAGE SIGN 27 EACH 5150.00 54,050.00 8 57,20D.00 2� E4,050.00
<br /> 29 COMMON EXCAVATION 8172 CU YD $20.00 5163 440.00 f163,440.00
<br /> JO _.:E%f,AVAIION(PI 4500 CU t0 519,3d 567,000.00 45�n 587,000.00
<br /> 31 AGGREGATESURFACING,CLASSS 155 TON 520.00 53,100.00 120 52,400.00 1']C E3,100.00
<br /> 32 COMMON LABORERS 2� HOUR 5120.00 52.880.00
<br /> 33 SKID LOADER 24 HOUR 5135.00 53,240 00
<br /> 34 STREETSWEEPER THPICKUPBROOM 70 HOUR 5150.00 510,500.00 58 56,70D.00 - 58,700.00
<br /> 35 AGGREGATE BASE(C�CLASS 5 (P) 3167 CU YD j28.00 $88,676.00 762 521,336.00 f93,576.00
<br /> 36 NPE SP9.5 WEARING COURSE MIXTURE(2,C) 1060 TON f80.00 E324.800.00 3846 5307,680.00 - E31fi,960.00
<br /> 37 36'RC PIPE APRON DESIGN 3100G 1 EACH f2,000.00 52.000.00 ' S2.000.00
<br /> 38 12'RC PIPE SEWER DESIGN 3006 CLASS V 923 LIN FT yt4.25 $40,84275 540,842.I5
<br /> 39 15'RC PIPE SEWER DESIGN 3006 CLASS V 372 UN tT 55775 S1B,595.50 - E31,70475
<br /> 40 18'RC PIPE SEWER DESIGN 3006 CLASS N 390 UN Ff 567.50 523.985.00 E23,985.D0
<br /> 41 21'RC PIPE SEWER DESIGN 3006 CLASS N 65 LIN FT s64,00 54.160.00 S1.760.00
<br /> 42 27'RC PIPE SEWER DESIGN 3006 CIASS N 275 LIN FT 593.50 525.712.50 ����. f25,712.50
<br /> 4� �3'RC PIPE SEWER DESIGN 3006 CLASS N 978 LIN FT 5120.00 51 i 7360.00 "� 5117,380.00
<br /> N 36'RC PIPE SEWER DESIGN 3006 CLA55 N 861 LIN FT 5730.00 5111.930.00 - E93,860.00
<br /> 45 INSULATION(1'XB'X2'THICK) STORM 4 S�YD $80.00 E320.00 30.6 52,4{8.00 3C b E2.448.00
<br /> 46 CLEAN AND VIDEO TAPE PIPE SEWER-MAINLINE 1585 L1N FT 57.50 52377.50 1545 52.377.50 t 545 E2.317.50
<br /> 47 TRAqNG WIRE SYSTEM(WATERMPJN 8 WATER SERVICES 1 LUMP SUM 51.00 51.00 G
<br /> !8 TRACER WIRE SVSTEM(SANITARY SEWER 8 SEWER SERV.) 1 LUMP SUM 51.00 51.00
<br /> 49 ADJUST FRAME AND RING CASTNG 1 EACH 5400.00 b400.00 1 5�00.00 5400.00
<br /> 50 CONSTRUCT DRAINAGE STRUCNRE DESIGN SD�B 78.2 L1N FT E512.00 $40.038.40 33.86 f17,336.32 5/0.038.40
<br /> 51 CONSTRUCT DR4INAGE STRUCTURE DESIGN 48-{020 53.1 LJN FT E345.00 $78.319.50 4 96 51,711.20 516,284.OD
<br /> 52 CONSTRUCT DRAINAGE STRUCTURE DESIGN 644020 61.02 L1N FT s400.00 524.408.00 15.51 56,204.00 523,216.00
<br /> 53 CONSTRUCT DRAINAGE STRUCNRE DESIGN 72�020 7.92 L1N FT s63D.00 54.989 60 55,388J0
<br /> 5! CASTING ASSEMBLY(STORM) 31 EACH Z965.00 529.915.00 12 571,580.00 529,915.00
<br /> 55 GEOTEXTILE FILTER TYPE IV 250 SQ YD 57.00 5250.00 5250.00
<br /> 56 RANDOM RIPRAP CLASS IV 145 CU VD 5100.00 514500.00 14� E14,400.00
<br /> 57 4"CONCRETE WALK 18/88 Sa FT $5.85 5105.399.80 15030 Sb7,925.50 7525`. E89,300.25
<br /> Su ���µ 4962 SQ FT 55 2;� S4E 642 8C 4069 538.218.60 406E $38.248.60
<br /> 59 CONCRETE MEDIAN 29 SQ FT 521.00 5609.00 28.2 E592.20 2A 2 $59220
<br /> 60 CONCRETE CURB AND GU7TER DESIGN 8818 41/9 t1N F7 518.45 576.549.05 1760 332.172.00 a i 6o E76,752.00
<br /> 61 SURMOUNTABLE CONCRETE CURB AND GUTTER 4145 UN FT §18,00 574.610.00 225 SI,O50.00 42s`, E76,590.00
<br /> 62 6'CONCRETE DRIVEWAV PAVEMENT 348 S�YD y62.00 521.576.0� 348 521,576.00 407 3 525,252.60
<br /> 63 8'CONCRETE DRNEWAV PAVEMENT 261 SQ YD $71.U0 $18.531.00 261 518.531.00 2t;I 518,531.00
<br /> 64 8'CONCRETE VALLEV GUTTER 84 SQ YD $B0.00 86J20.00 29 52,320.00 2� 52,320.00
<br /> 65 TRUNCATED DOMES 252 SO FT $42.00 $10.584.00 326.4 513,708.80 326 4 513,708.80
<br /> 66 WOOD STAIRWAY 1 EACH §2,000.00 52.000.00 0
<br /> 67 MAIL BOX SUPPORT 34 EACH 5175.00 53.910.00 32 53,680.00 32 E3,880.00
<br /> 88 INSTALL RETAINING WALL 20 LIN FT 540.00 5800.00 G
<br /> 89 LIGHTING UNIT NPE SPECIAL 72 EACH 56,202,00 574.424.00
<br /> 70 LIGHT FOUNDATION DESIGN E MODIFIED 12 EACH a616.00 59.792.00 5 54,080.00 E9.792.00
<br /> 71 LIGHTSERVICECABINET-NPEL7 1 EACH 55,500.00 55.500.00 c
<br /> 72 E�UIPMENT PAD 1 EACH s913.00 5913.00 1 5913.00 5913.00
<br /> 73 SERVICE EQUIPMENT 1 EACH yt72.00 5472.00 1 5172.00 ' S472.00
<br /> 74 HANDHOLE 8 EACH 51.018.00 58.14C.00 4 54,072.00 58,114.00
<br /> 75 GROUNDING ELECTRODE GROUND ROD 12 EACH 544.00 5528.00 12 5528.00 t� 5528.00
<br /> 76 1'NON�dETALLIC CONDUIT 150 LIN FT j3,40 5510 00
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