09.03C - N Washington Ave-Partial Pay Est. #1

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PARTIAL PAYMENT ESTIMATE NUMBERI Name of Contractor: DeChantal Excavating PO Box 315 Brainerd,MN 56401-0668 Name of Owner.City of Pequot Lakes of Completion: ER - Date of Contract: Dates oOriginal:Substantial-Sept 26,2014 Fiaal-Oct 29,2014 $213,12934 (includes Alternates) From:Revlsed' S226,416.87 (Change Order Nos.1&2 To:August 14 Description of Project: North Washington Ave Improvements WSN No.013080051.000 ITEM ITEM DESCCONTRACTITEMS IiiFI'ION; 4 UNIT UNIT THIS PERIOD TOALOD � NO. - AMOUNT OTY. AMOUNT QTY. etlllcllT,pi` 2021.501 ' PRICE - MOBILIZATION 1 LUMP SUM $12 021.30 $12 021.30 0.5 $6 010.65 0.5 S6-0 0.65 2101.502 CLEARM 1 TREE $450.00 $450.00 1 $450.00 1 $450.00 2101.507 GRUBBING t TREE $150.00 $150.00 2 $300.00 2 $300. 2104.501 REMOVE CURB AND GU 73 LIN FC $6.00 $438.00 $0.00 $0.00 2104.501 REMOVE 12 L FT $6.00 $72.00 12 $72.00 12 $72.00 2104.501 REM VE RETAINING WALL 182 LIN FT $5.00 $910.00 209 $1045.00 209 $1045.00 2104.501 REMOVE SANITARY SEWER PIPE 368 LIN FT $1.00 $368.00 338 $338.00 338 $338.00 2104.501 REMOVE SANITARY SEWER SERVICE P E 240 I.IN FT $1.00 $240.00 155 $155.00 155 $155.00 2104.501 REMOVE STORM ER PIPE 45 LIN Fr $6.50 $292.50 $0.00 $p 00 2104.503 MO ON SIDEWALK 1060 S FT $0.50 $530.00 761 $380.50 761 $380.50 2104.505 B S PAVEMENT 2591 S EACH $1.50 $388650 2002 $3,003.00 2002 S3,003.00 2104.509 REMOVE DRAINAGE STR RE 2 EACH $250.00 $500.00 $0000 $000 2104.51 REMOVE CONCRETE TEPS 1 LUMP SUM $250.00 $250.00 1 $250.00 1 $250.00 2104.511 SAWING CONCRETE PAVEMENT L DEPTH 28 LIN FT $6.50 $182.00 $0.00 $0.00 21046513 SAWING BITUMINOI J PAVEMENT LLDEPTH) 307 LIN FT $2.50 $767.50 $0,00 S000 2104521 SALVAGE W 68 LIN FT �� 2104.523 $9.00 $612.00 $p,pp . 2104.523 VA I 8 EACH $35.00 $280.00 $0.00 $0.00 ALVA BUSH 6 EACH $100.00 $600.00 6 $600.00 6 $600.00 2105.501 MMON EXCAVATIO P 714 CU YD $8.00 $5 712.00 $0.00 $0.00 2574.525 COMMON TOPSOIL BORROW CV 65 CU YD $27.00 11_731;1!0 00 $p.pp $0 2123.501 COMMON LABORERS 8 HOUR $32.00 $20 $525 $p 2123.610 P TH P K 6 HOUR $95.00 $570.00 1 $95.00 1 $95.00 2211.503 AGGREGATE B E ) LAS 5 P 258 CU YD $23.50 $6 063.00 $0,00 $p.� 236tl.501 TYPE P 9.5 WEARING COURSE TUBE(2,B) 480 TON $63.95 $30 696.00 $p.p0 $p 25U36511 12"REINFORCED CONCRETE PIPE EWE 176 LIN FT $32.40 $5 702.40 $0.00 $0 2506.501 CON TR CT DRAINAGE STRU TURE DE SIGN 10.82 LIN FT $462.00 $4998.84 $p 00 $0 Go 2506.516 CASTING ASSEMBLY TORM 3 EACH $833.50 $2500.50 $0.00 $0 00 2506.522 TIN I EACH $345.00 $345.00 $p,pp $O.Op 2506.602 EAL DRAINAGE STRUCTURE 3 EACH $185.00 $555.00 $0.00 $000 CT T EXI TIN STORM SEWER I EACH $725.00 $725.00 $0.00 $000 2521.501 4" ON TE WALK 4860 S FT $3.22 $15,649.20 $0.00 $0.00 253].SOT -CONCRETE RB&GUTTER DESIGN B624 775 LIN FT 53.22 $1 l 183.25 $0.00 $000 2531.507 6"C NC DRIVEWAY PAVEMENT 66 SO $36.00 $2 376.00 $0.00 $000 2531.618 44 SO FT $38.00 $]672.00 $0.00 $0.00 ON RETE RETAINING WALL 200 LIN FT $109.30 $21 860.00 $0.00 $0.00 RETAINING WALL STONE VENEER OL TYPE A-END F 2 EACH $57000 $1 140.00 $p 00 $000 RETAINING WALL ST NE VENEER COLT JMN TYPE B- ER F 2 EACH $570.00 S1,140.00- $0,00 $0.00 RETAINING WALL STONE VENEER COLUMN TYPE -MIDD OF 10 EACH $370.00 $3 700.00 $p.pp $0 HANDRAIL 2 EACH $1450.00 $2900.00 $0.00 $0,00 CONCRETE STEPS I LUMP SUM $1 026.00 $1 02600 $p pp $p 00 INSTALL WOOD FENCE 68 LIN FT $14.00 $952.00 $0.00 $0.00 2563.601 TRAFFIC CONTROL 1 LM Z-."13-530 $1700.00 $1700.00 0.2 $340.00 0.2 $340.00 2573.530 TORM DRAIN INLET PRO CTI N 3 EACH $150.00 $450.00 1.5 $225.00 1.5 $225.00 2573.535 STABILIZED CONSTRUCTION EXIT 2 LUMP SUM $550.00 $I 100.00 1 $550600 1 $550.00 2573.550 EROSION CONTROL SUPERVISOR t LUMP SUM $40000 $400.00 $000 $0.00 2575.501 SEEDIN (TEMPORARY) 0.1 ACRE $100 $p.]p $0.00 $0.00 2575.502 . ED MIXTURE 22-111 5 POUND $5.00 $25.00 $0.00 $0.00 2575.505 SOD.TYPE LAWN 505 $7.00 $3 535.00 $p.pp 2575.511 CH MATERIAL,TYPE 3 0.2 TON $100.00 $20.00 $0.00 $000 2575.519 L 0.1 ACRE $100.00 $10.00 $0.00 $0.00 2582.501 PAVEMENT MESSAGE- TRAI HT THRU ARROW 5 EACH $125.00 $625.00 $000 $000 2582.501 HANDICAP STALL MARKER 2 EACH $450.00 $900.00 $0.00 $0.00 2582.502 4"SOLID LINE WHITE-EPDXY 815 LIN FT $2.00 $I 630.00 $p.pp 6"DIP $0.00 2582.502 6"SOLID LINE WHITE-EPDXY 317 LIN FT $6.00 $]902.00 $p 00 $0 00 E VALVE 6" VALVE 2611.4A AIN 20 LIN FI' $42.20 $844.00 22 $928.40 22 $928.40 26I1.4B AN B W/ 1 EACH $1 11.05 $1311.05 1 $1311.05 1 $1311.05 2611.4E HYDRANT 1 EACH $3 466.60 $3 466.60 1 $3 466.60 1 $3 466.60 261 LAG ADJUST VALVE BOX 1 EACH $110.00 $110.00 $0.00 $0.00 261 1.4G ADJUST CURB BOX 5 EACH $96.00 $48000 $p 00 2611.41 DUCTILE IR N FITTINGS 190 POUND $4.80 $912.00 $0.00 $0.00 2621.4A 8"PVC SEWER PIPE 368 LIN FT $28.20 $1 D 377.60 258 $7,275.60 258 $7,275.60 2621.411 4'PV VICE P E 240 LIN FT $23.30 $5$1 592.00 115 $2 679.50 115 S2,679.50 262I.4G 8"x 4"PVC WYE 7 EACH 22.30 $856.10 7 $856.10 7 $856.10 2621.4G 4" LEANOUT 7 EACH $17230 $1,206.10 5 $861.50 5 $861.50 CONNECT INTO EXISTING SANITARY MANHOLE 2 EACH $400.00 $80000 2 $800 00 2 $80000 CONNECT INTO EXISTING STORM SEWER I EACH $1.00 $100 $000 $000 CONNECT T TIN IT Y 7 EACH $145.00 $1 015.00 5 $725.00 5 INFORMATIONAL NEWSLETTER 8 WEEK $40.00 $320.00 $0 $'725.00 .00 $0.00 TEMP ORARY POSTAL SERVICE 5 EACH $35.00 $17500 $0.00 $0.00 BASE BID TOTAL $185,79054 $32,717.90 $32,717.90 ,!V-DCGY of Pe LaN"s`D13 DNMI-Pep Lak®.NW-4m A00.Pe lelas-N Igp ImpwemenhL°M^ °CI1M18"ON016WaNN P"I Eud No 1.ENn Page 1 of 2