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PARTIAL PAYMENT ESTIMATE <br /> NUMBER3 <br /> Name of Contractor-DeChantal Excavating <br /> PO Box 315 <br /> Brainerd,MN 56401-0668 <br /> Name of Owner:City of Pequot Lakes <br /> Date of Completion: Amount of Contract: Dates of Estimate: <br /> Original:Substantial-Sept 26,2014 Final-Oct 29,2014 Original: $213,129.34 (includes Alternates) From:September 27,2014 <br /> Revised: Revised: $226,416.87 (Change Order Nos.t&2)To: October 24,2014 <br /> Description of Project: North Washington Ave improvements <br /> WSN No.0130130051.000 <br /> ;..� t txtI+, 1 . ' ) �P r 1S " x l I �x ,.,v,,:,,, <br /> " t" t , <br /> >, � c .-%:-%:',-,4.,:„.;',,-,,..',',,, . P �r � s i t ` � t 4,, �aat: 't:,. t e gr, 'y i i,# ) N:QI' 6.. rig ^ a ,Iii ="y .i.,,t +�ls ''; s ec e 0bt =2021.501 MOBILIZATION <br /> 1 LUMP SUM $12,021.30 512,02130 0 50.00 1 $12,021.30 <br /> 2101.502 CLEARING 1 TREE $450.00 _ $450.00 _ 0 $0.00 1 $450.00 <br /> 2101.507 GRUBBING 1 TREE $150.00 $150.00 0 $0.00 2 5300.00 <br /> 2104.501 REMOVE CURB AND GUTTER 73 LIN FT $6.00 $438.00 0 $0.00 76 $456.00 <br /> 2104.501 REMOVE CURB 12 LIN FT $6.00 $72.00 0 $0.00 12 $72.00. <br /> 2104.501 REMOVE RETAINING WALL- 182. -LIN FT $5.00 $910.00 0 $0.00 209 $1,045.00 <br /> 2104.501 REMOVE SANITARY SEWER PIPE - 368 LIN FT $1.00 $368.00 0 $0.00 365 5365.00 <br /> 2104.501. REMOVE SANITARY SEWER SERVICE PIPE 240 LIN FT $1.00 $240.00 0 $0.00 155 $155.00 <br /> 2104.501 REMOVE STORM.SEWER PIPE. 45 LIN FT $6.50 $292.50 0 50.00 45 5292.50 <br /> 2104.503 REMOVE CONCRETE SIDEWALK 1060 SQ FT $0.50 $530.00 2 $1.00 1161 $580.50 <br /> 2104.505 REMOVE BITUMINOUS PAVEMENT 2591 SQ YD $1.50 53,886.50 249 5373.50 2251. $3,376.50 <br /> 2104.509 REMOVE DRAINAGE STRUCTURE 2 EACH $250.00 $500.00 0 50.00 2 $500.00 <br /> 2104.510 REMOVE CONCRETE STEPS 1 LUMP SUM $250.00 $250.00 0 $0.00 1 $250.00 <br /> 2104.511 SAWING CONCRETE PAVEMENT(FULL DEPTH) 28 LINFT $6.50 5182.00 6 $39.00 14 $91.00 <br /> 2104.513 SAWING BITUMINOUS PAVEMENT(FULL DEPTH) 307 LIN FT 52.50 $767.50 282 5705.00 282 $705.00 <br /> 2104.521 SALVAGE WOOD FENCE 68 LIN FT $9.00 $612.00 $0.00 $0.00 <br /> 2104.523 SALVAGE SIGN 8 EACH $35.00 $280.00 2 570.00 2 $70.00 <br /> 2104.523 SALVAGE BUSH 6 EACH $100.00 $600.00 0 $0.00 6 $600.00 <br /> 2105.501 COMMON EXCAVATION(P) 714 CU YD $8.00 $5,712.00 116 5928.00 830 $6,640.00 <br /> 2574.525 COMMON TOPSOIL BORROW(CV) 65 CU YD $27.00 $1,755.00 79 $2,133.00 91 $2,457.00 <br /> 2123.501 COMMON LABORERS 8 HOUR $32.00 $256.00 $0.00 $0.00 <br /> 2123.610 STREET SWEEPER(WITH PICKUP BROOM) 6 HOUR $95.00 _ $570.00 0 $0.00 1 $95.00 <br /> 2211.503 AGGREGATE BASE(CV)CLASS 5(P) 258 CU YD $23.50 56,063.00 ' 0 50.00 197 $4,629.50 <br /> 2360.501 TYPE SP 9.5 WEARING COURSE MIXTURE(2,B) 480 TON $63.95 $30,696.00 $0.00 $0.00 <br /> 2503.511 12"REINFORCED CONCRETE PIPE SEWER 176 LIN FT $32.40 $5,702.40 0 50.00 176 $5,702.40 <br /> 2506.501. CONSTRUCT DRAINAGE STRUCTURE DESIGN SD 10.82 LIN FT $462.00 $4,998.84 11.7 $5,405.40 11.7 $5,405.40 <br /> 2506.516 CASTING ASSEMBLY(STORM) 3 EACH $833.50 $2,500.50 3 52,500.50 3 $2,500.50 <br /> 2506.522 ADJUST FRAME AND RING CASTING 1 EACH $345.00 $345.00 I $345.00 1 $345.00 <br /> 2506.602 SEAL DRAINAGE STRUCTURE 3 EACH $185.00 $555.00 3 $555.00 3 $555.00 <br /> CONNECT TO EXISTING STORM SEWER 1 EACH $725.00 $725.00 0 $0.00 1 $725.00 <br /> 2521.501 4"CONCRETE WALK 4860 SQ FT $3.22 $15,649.20 4620 $14,876.40 4620 514,876.40 <br /> 2531.501 CONCRETE CURB&G LI <br /> UTTER DESIGN 775 N FT $14.43 $11,183.25 - 0 50.00 775 $11,183.25 <br /> 2531.507 6'CONCRETE DRIVEWAY PAVEMENT 66 SQ YD $36.00 52,376.00 32 $1,152.00 32 51,152.00 <br /> 2531.618 'TRUNCATED DOMES 44 SQ FT $38.00 $1,672.00" 60 $2,280.00 60 $2,280.00 <br /> - CONCRETE RETAINING WALL 200 LIN FT $109.30 $21,860.00 0 50.00 181 $19,783.30 <br /> - RETAINING WALL STONE VENEER COLUMN TYPE A-END OF 2 EACH $570.00 $1,140.00 $0.00 $0.00 <br /> - RETAINING WALL STONE.VENEER COLUMN TYPE B-CORNER OF 2 EACH $570.00 $1,140.00 $0.00 $0.00 <br /> - RETAINING WALL STONE VENEER COLUMN TYPE C-MIDDLE OF 10 EACH $370.00 $3,700.00 $0.00 $0.00 <br /> - HANDRAIL 2 EACH $1,450 00 $2,900.00 - 2 $2,900.00 2 52,900.00 <br /> - CONCRETE STEPS I LUMP SUM 51,026.00 $1,026.00 I $1,026.00. 1 $1,026.00 <br /> INSTALL WOOD FENCE 68 LIN FT $14.00 $952.00 $0.00 $0.00 <br /> 2563.601 TRAFFIC CONTROL 1 LUMP SUM $1,700.00 51,700.00 0.2 5340.00 0.9 $1,530.00 <br /> 2573.530 STORM DRAIN INLET PROTECTION 3 EACH $150.00 $450.00" 1.5 $225.00 3 $450.00 <br /> 2573.535 STABILIZED CONSTRUCTION EXIT 2 -LUMP SUM $550.00 $1,100.00 0 $0.00 I 5550.00 <br /> 2573.550 EROSION CONTROL SUPERVISOR 1 LUMP SUM $400.00 $400.00 $0.00 $000 <br /> 2575.501 SEEDING(TEMPORARY) 0.1 ACRE $1.00 $0.10 0.08 $0.08 0.08 50.08 <br /> 2575.502 SEED MIXTURE 22-111 5 POUND $5.00 $25.00 5 $25.00 5 $25.00 <br /> 2575.505 SOD,TYPE LAWN 505 SQ.YD $7.00 $3,535.00 533 $3,731.00 533 $3,731.00 <br /> 2575.511 MULCH MATERIAL TYPE 3 02 TON $100.00 520.00 0.07 57.00 0.07 $7.00 <br /> 2575.519 DISK ANCHORING 0.1 ACRE _ 5100.00 $10.00 0.08 $8.00 0.08 $8.00 <br /> 2582.501 PAVEMENT MESSAGE-STRAIGHT THRU ARROW 5 EACH $125.00 $625.00 5 $625.00 5 5625.00 <br /> 2582.501 HANDICAP STALL MARKER 2 EACH $450.00 $900.00 50.00 $0.00 <br /> 2582.502 4"SOLID LINE.WHITE-EPDXY 815 LIN FT $2.00 $1,630.00 689 51,378.00 689 51,37800 <br /> 2582.502 6"SOLID LINE WHITE-EPDXY 317 UN FT $6.00 $1,902.00 144 $864.00 144 $864.00 <br /> 26I1.4A 6"DIP WATERMAIN 20 LIN FT $42.20 5844.00 0 50.00 22 $928.40 <br /> 2611.4B 6"GATE VALVE AND BOX W/ADAPTER - I EACH $1,311.05 $1,311.05 0 50.00 1 $1,311.05 <br /> 2611.4E HYDRANT I EACH $3,466.60 $3,466.60 0 $0.00 1 $3,466.60 <br /> 2611.4G ADJUST VALVE BOX 1 EACH $110.00 _ 5110.00 50.00 $0.00 <br /> 2611.4G ADJUST CURB BOX 5 EACH $96.00 5480.00 11 $1,056.00 11 $1,056.00 <br /> 2611.41 DUCTILE IRON FITTINGS 190 POUND 54.80 $912.00 0 $0.00 65 $312.00 <br /> 2621.4A 8'PVC SEWER PIPE 368 LIN FT $28.20 510,377.60 0 - $0.00 365 510,293.00 <br /> 2621.4F 4"PVC SERVICE PIPE 240 LIN FT $23.30 55,592.00 0 $0.00 181 $4,217.30 <br /> 2621.4G 8"x 4'PVC WYE 7 EACH $122.30 $856.10 0 50.00 7 $856.10 <br /> 2621.4G 4'CLEANOUT 7 EACH $172.30 $1,206.10 ' 0 50.00 6 51,033.80 <br /> - CONNECT INTO EXISTING SANITARY MANHOLE 2 EACH $400.00 5800.00 0 $0.00 2 $800.00 <br /> INTO CONNECT TO EXISTING STORM SEWER 1 EACH $1.00 $1.00� 0 _ $0.00 1 $1.00 <br /> - CONNECT TO EXISTING SANITARY SEWER SERVICE 7 EACH $145.00 $1,015.00 0 50.00 5 $725.00 <br /> - INFORMATIONAL NEWSLETTER 8 WEEK $40.00 $320.00 $0.00 $0.00 <br /> - TEMPORARY POSTAL SERVICE 5 EACH 535.00 5175.00 $0.00 $0.00 <br /> BASE BID TOTAL 5185,790.54 543,548.88 $137,753,88 <br /> J:C1308G1 a Pgcf Iayw£130e0051.P.q,a ketm-WNW**. powne b1013090051.000-Pequet Lakes-N Waaiiron Impave mrhWemvMCjryp adaswPEWatlY Payment Ee...t.N.3-3 wimpy., Page 1 of 2 <br />