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77 2"NON�v1ETALLIC CONDUIT 3000 LJN FT $4.35 513.050.00 1771 57,703.85 �',����"- $13,076.10
<br /> 78 3'NON-METALLIC CONDUIT(DIRECTIONAL BORE) 500 LIN FT 516.00 S8 000.00 60 E960.00 7G'% 56,240.00
<br /> 79 UNDERGROUND WIRE 1/C 4 AWG 12000 L1N FT $1.60 $19200.00 �
<br /> 80 UNDERGROUND WIRE t/C(BARE)6 AWG 200 LIN Ff 51.50 5300.00 �
<br /> 81 UNDERGROUND WIRE 1/C(BARE)8 AWG 4000 LIN FT $1.35 55,400.00
<br /> 82 UNDERGROUND WIRE 1IC(BARE)10 AWG 2500 L1N FT a1.00 $2.500.00
<br /> 83 SERVICE METER CONNCETIONNTILITV METER BASE 1 EACH $1}75.00 51.315.00 1 E1,375.00 51,375.00
<br /> 84 TRAFFIC CONTROL 1 LUMP SUM y8,000.00 $8 000.00 0.1 S E1,200.00 E�.200.00
<br /> 85 SIGN PANELS NPE C 7928 SQ FT 578.00 56,182.28
<br /> 88 INSTALL SIGN NPE SPECIAL(911) 19 EACH $25.00 5475.00
<br /> 87 EROSION CONTROL SUPERVISOR 1 LUMP SUM §3,500.00 $3,500.00 0.15 E525.00 53,150.00
<br /> 88 STABILREDCONSTRUCTIONEXIT t LUMPSUM $1,500.00 51,500.00 -075 (S1J25.00) G�
<br /> 88 STORM DRAIN INLET PROTECTION 32 EACH f200.00 56.400.00 28 55,600.00 32 56,400.00
<br /> 90 SILTFENCE,NPEMS 985 LINFT 53.65 53.595.25 -49 (5178.85) i°5; 57.269.05
<br /> 91 SEDIMENT CONTROL LOG TYPE COMPOST 1075 LIN FT 55.50 55,912.50 53,822.50
<br /> 92 SCREENED TOPSOIL BORROW(C 1917 CU YD 538.00 $72,618.00 1111 542,218.00 - E72,616.00
<br /> 93 FERTILIZERTVPEI 718 POUND 50.60 5430.80 518 E310.80 ��'�` 5430.80
<br /> 94 EROSION CONTROL BIANKETS CATEGORY 3 3700 SQ YD 51.60 55.920.00 E5,920.00
<br /> 95 SEEDING 3.59 ACRE 52.625.00 59.42375 1.59 E4,173.75 59,423J5
<br /> 96 SEEDMIXTURE2S751 518 POUND y6,00 $3.108.00 318 51.908.00 5�c 53,108.00
<br /> 97 SEED MIXTURE 33-262 50 POUND $20.00 $1.000.00 5C 51.000.00
<br /> 98 HYDRAUUC REINFORCED FIBER AAATRIX 5740 POUND 52.85 $16,359.00 4340 512.369.00 5?4c E16,359.00
<br /> 99 4"SOLID LINE PAINT 1320 L1N FT 5125 $1 650.00 1320 57,650.00 I�2C 51,650.00
<br /> 100 4"SOLID LINE PAINT(GORE AREAS 727 LIN FT 5125 590875 727 E908J5 72� 590875
<br /> 101 4'SOLID LINE PAINT(PARKING STALLS) 1978 LJN FT 51.25 $2 472.50 1978 52,472.50 i�'t E2,472.50
<br /> 102 4'BROKEN LINE PAINT 7330 LIN FT 51.25 51 662.50 1330 51,662.50 �33C §7,662.50
<br /> 103 6'SOLID LINE PAINT 585 LIN FT $2.10 $1,228.50 585 57.228.50 58.` 51,228.50
<br /> 704 PAVEMENTMESSAGEPAINT 216 SaFT 58.50 81,836.00 216 51,836.00 2to 51.836.00
<br /> 705 6"PVC WATERMAIN PIPE 210 LIN FT 527.60 $5,838.00 82 52.279.60 22t E6J71.60
<br /> 706 8"PVC WATERMAIN PIPE 3310 LIN FT f34.00 $112.540.00 ??Q" 5101,320.00
<br /> 107 6"GATE VALVE S BOX w/ADAPTOR B EACH Ei 400.00 $11.200.00 1 57,400.00 512.600.00
<br /> 108 8"GATE VALVE 3 BOX w/ADAPTOR 70 EACH E1,850.00 $18,500.00 E18.500.00
<br /> 109 1'CORPORATION STOP 33 EACH f600.00 $19,800.00 11 56,600.00 - 519,800.00
<br /> 110 1"CURB STOP AND BOX 33 EACH $625.00 $20,625.00 11 56,875.00 320,625.00
<br /> 717 INSULATION(4'X8'X2'THICK)(2 LAYERS) 150 S�YD 540.00 $6 000.00 5.1 5201.00 !3`-'�7 $5,006.00
<br /> 712 HYDR4NT 8 EACH s4,850.00 538.600.00 1 54,850.00 533,950.00
<br /> 713 INSTALL HVDRANT(FROM SALVAGE) 1 EACH $1,500.00 $1.500.00 � 57.500.00
<br /> 174 DUCTILE IRON WATERMAIN FITTINGS 2225 POUND 56.30 $14.017.50 807 55,084.70 !FE', 572,40470
<br /> ��S � . 1159 �WFT ;ZG�' E13,908.00 412 54,944.00 '��<< 514,664.00
<br /> 116 CONNECT TO EXISTING SERVICE PIPE 27 EACH 5150.00 S4D50.00 10 51,500.00 54,650.00
<br /> 717 CONNECT TO EXISTING WATERMAIN 8 EACH §2 000.00 316,000.00 576,000.00
<br /> 718 8"VVC SEWER PIPE SDR26) 1585 LIN FT 534.00 353,890.00 26 S8b4.00 '�5=t 551,884.00
<br /> 719 SANITARV SEWER MANHOLE,MnDOT DESIGN 1007C 6 EACH 53,750.00 522,500.00 5 522,500.00
<br /> 120 MANHOLE EXCESS DEPTH 11 LIN FT 5150.00 51.650.00 [2S $343.50
<br /> 121 4'PVC SERVICE PIPE(SCH�0) 719 LIN FT 514.50 510.425.50 125 51,872.50 ?87 $11,471.50
<br /> 122 8'X 4'PVC VJYE 21 EACH 5875.00 $18.375.00 21 318,375.00
<br /> 123 4"PVC CLEAN OUT RISER(SCH{0) ETAIL S72) 15 EACH f300.00 $4.500.00 6 51,800.00 i 5 54.500.00
<br /> 724 CONNECTTO EXISTING SANITARY SEWER MANHOLE 2 EACH §7,400.00 $2,800.00 1 57.400.00 2 $2,BD0.00
<br /> 125 CONNECT TO EXISTING SANITARY SEWER PIPE 4 EACH 51.{00.00 $5 600.00 4 E5,600.00
<br /> 126 CONNECT TO EXISTING SEWER SERVICE PIPE 21 EACH $100.00 32.100.00 11 57,700.00 20 $2,000.00
<br /> TOTAL: 52,396,459.23 5756,080.82 52,225,512.40
<br /> THIS PERIOD TOTAL TO DATE
<br /> AMOUNT EARNED $756 080.82 $2,225,512.40
<br /> AMOUNT RETAINED 5%OF AMOUNT EARNED TO DATE $37,804.04 $111,275.62
<br /> PREVIOUS PAYMENTS $1,395,960.00
<br /> AMOUNT DUE $718,276.78 $718,276.78
<br /> Estimated PereeMage Completed: 92.9%
<br /> CONTRACTOR'S CERTIFICATION: ENGINEER'S CERTIFICATION:
<br /> The undersigned Contractor certifies that to the best of their knovAedge,information and belief the The undersigned endorses that to the best of Meir knowledge and belief,the quantities shown in this
<br /> work covered by this payment estimate has been completed in accordance wifh the contract estimate are corcect and the work has been peAormed in accordance with the contract documenis.
<br /> documents,that all amounts have been paid by the ConVactor fa work for which previous
<br /> payment estimates were issued and payments receivetl from the Owner,and that curtent
<br /> payment shown herein is now due.
<br /> CONTRACTOR:R.L LARSON EXCAVATING,INC. ENGINEER: WIDSETH
<br /> �N--�-- �--e_
<br /> BY: BY
<br /> Tony Pohl,P.E.
<br /> Date: Date: �6�3��2�2�
<br /> APPROVED BY CITY OF PEQUOT LAKES:
<br /> BY:
<br /> Date:
<br />
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