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2001-05-08 Partial Payment RequestMEYER-R(JHLIIV, INC. ENGINEERS-LAND SURVEYORS 1111 Hwy. 25 N., Buffalo, MN 55313 Fax 763-682-9492 Phone 763-682-1781 1-800-563-1781 May 8, 2001 Mr. Don Jensen Pilot Land Development Company 13736 NE Johnson Street . Ham Lake, IAN: 55304 RE: Cedar Creek South Third Addition Street and Utility Improvement Project Albert~rille, MN Partial Payment No. 3 - Latour Construction Mr. Jensen: Thr contractor for the above-referenced projec'~ has requested partial payau~ent foa-r work--completed to date: Attached yon: sF~all find the quantities for the work performed. We, therefore, recommend Partial Payment No. 3 in the amount of $34,407.7? b~e made to Latour Construction, 2134 County Road 8 NW., Map1E -Lake, MN 55358. If you have .any questions or comments, please do not hesitate to contact me_ Sincerely, MEYER-RCHLIN, INC. 'N Jon Wilczek Project Engineer cc: Latour Construction File X5110 Thore P. Meyer, Professional Engineer Robert Rohlin, Licensed Land Surveyor pay request a CHANGE ORDER #'~ No. Item Uni. CCO Qty. Qty. to Date Rem. Qty. Qty. this Est. Unii Price Amount Amount this Est_ to Date 1 CCO #1, {tem 1 Atment = LS T 1 0 1 $ 1,080.00 $ 1,080 ,S 1.080.00 2 CCO #1, ttem 2 Atment = LS 1 1 0 $ 250.00 $ - $ 250.00 3 CCO #1, Item 3 Arnent =• LS 1 1 0 $ 2.750.00 $ - # 2,750.00 4 CCO #1, Item 4 A~s+irrrent = LS 1 1 0 $ 1,135.00 $ - : $ 1.135.00 TOT AL CO ~1 ~ 1,080: $ 5,215.00 EXTRA WORK No. Item Uni Bid Qiy. Qty. to Date Rem. Qty. Qty. this Est. Unit Price Amount this Est. Amount to Date 1 Drain T and Gr. at LAC. Ciub H. LS 0 1 -1 1764.47 $ - $ 1,764.47 2 Move Service for Lsdtfs Slodc 5 -~-• LS 0 1 -'! $ 1,605.00 . $~W- - $ 1,605.00 3 Grading Around Cl~l~use LS 0 1 _1 $.....685.00 . $ - $ 685.00 4 Lower Ditch Along CAF ~ 19 LS 0 1 -1 $ 815.50 $ - $ 815.50 5 Fill in Drainage Trew3r CCN LS 0 1 -1 ~ $ 900.00 $ - $ 900.00 8 Golf Course Curb LF 0 6E} -60 $ 12.50 $ - $ 750.00 7 Install 8" Gulvert Along: CR 119 LS 0 1 -1 - • $ 829.50 $ - $ 829.50 8 Grading on Blvd faSra~all UWities LS 0 1 -1 $ 978.50 $ = S 978.50 92 Remove Extg C8GIf3rPed Ramp EA 0 1 -1 $ 350.00 $ - $ 350.00 9b Butt Con Walk To 6tg ~ - EA 0 4 -4 $ 50.00 $ - $ 200.00 9c Remove & ReplaceGa~sCaping EA 0 1 -1 $ 200:00 $ - $ 200.00 9d 4" Concrete Walk (5'4ltRde) SF 0 16198 -i6#98 $ 2.70 . $ - $ .43,734:60 1Q tmport Topsoil frorn~ o. 4th Add. LS 0 1 -4 $ 2,02$.00 _ $ - $ 2,028.00 11 .Install Drain Tice atl6aeston Ct. LS 0 1 -1 $ 649.00 $ - $ ~ 649.00- - 12 Extend Kalland Avem-e fiE - LS 0 1 -1: 1 $ 3,101.90 $ 3,101.90 $ " 3,101..90 12 Kallland Avenue NEMI~ar Course YI 0 195 -195 195 $ 1.70 $ 33t_5Q $ 331.50 TOTAL EXT RA WORK $ 3,43~~ ~ 58,922.97 Project Summary: Amoulrt Amount this Est to Date Work = $ 36,218.65 $ 449,599.20 Less Retainage 5°r6= $ (1,810.901} $ (22.479.96) Less Payment No 1 $ (195,581.20) Less Payment No 2 $ (197,130.32) this period $ 34,407.72 $ 34,407.72 q~s ho po y ~y ._ . Page 3 pay request Cedar Creek South 3ed Addition Street and Utility ln~rovement Project Albertville, MN Partial Payment l~ 3 MAY t)8,2t9tafl CONTRACTOR: LATQ~UR CONSTRt7CTION, INC. BID A -Sanitary Sewer No. Item Uni Sid Qty. Qty. to Date Rem. Qty. Qty. this Est. Unit Price Amount this Est Amount.. to Date 1 8" PVC, SDR36, (D-S') LF 581 390 191 $ 14.10 $ - ' S 5,499.00 2 8" PVC, SDR35, (8C-10~ LF 1582 1971 -389 $ 14.50 $ - i S 28,579.50 3 8" PVC, SDR35, (~Q+') LF 5 102 -97 $ 16.60 $ - $ 1,693.20 4 10" PVC, SDR35, ~tT-1.0? LF 56 16 40 $ 15.80 $ i $ 252.80 5 i0" PVC, SDR35, (10+') LF 5 23 -18 $ 17.80 $ - ~ $ 409.40 6 48" Manhole EA 12 12 0 $ 1,250.00 $ - $ 15,000.00 7 Manhole Extra Depth VF 32 26 6 $ 69.00 $ - $ 1,794.00 $ Sanitary Service ~€wp EA 46 46 0 $ 60.00 $ - ~; $ 2,760.00 9 4" PVC Sanitary Service Pipe LF 2070 2145 -75 $ 6.30 $ - $ 13,513.50 10 8" PVC Cleanout EA 1 1 0 $ 235.00 $ - $ 235.00 11 8" PVC Cap _ EA 2 1 1 $ 19.30 $ - $ 19.30 Total A = $ - $ 69,755.70 BID B -Water Main No. Item Uni Bid Qty. Qty. to Date Rem. Qty. Qty. this Est. Unit Price Amount this Est Amount to Date 1 6" C-900 PVC LF 171 155 16 $ -10.50 $ - $ 1,627.50 2 8" C-900PVC LF 340 333 7 $ 12.10 S - $ 4,029.30 3 12" C-900 PVG LF 2213 2169 44 $ 16.80 $ - $ 36,439.20 4 12"-45o DIP Bed EA 1 1 0 $ 333.00. $ - $ 333.00 5 12"-22 1/2o DIP Bend Fro 9 9 0 $ 334.00 $ - $ 3,006.00 6 12"-11 1/4o DIP Send EA 6 7 -1 $ 336.00 $ - $ 2,352.00 7 8"-22 1/2o DIP i3eeed EA 1 1 0 $ 176..00 $ - $ 176.00 $ 8"x 6" DIP Reducer EA 1 1 0 $ 165,00 $ - $ 165.00 9 8" DIP Plug EA 1 1 0 $ 50.00 $ - ` $ 50.00 10 12"X12"X8" DIP See EA 2 2 0 $ 433.00 $ - ~ 868.00 11 12"X12"X6" DIPTee F~4 6 6 0 $ 409.00 $ - $ 2,454.00 12 12" Gate Valve, Bc3oc & Riser EA 2 2 0 $ 1,185.00 $ - $ 2,37Q(?0 13 8" Gate Valve, t3mc 8 Riser EA 2 2 0 $ 715.00 $ - $ 1,430.00 14 6" Gate Valve, Bmc ~ Riser EA 6 6 0 $ 550.00 $ - $ 3,300.00 15 Hydrant EA T 7 0 $ 1,370.00 $ - $ 9,590.00 16 Water Service G EA 46 46 0 $ 133.00 $ - $ 6,118.t)0 17 1" Copper Water Service Pipe LF 2021 2079 -58 $ 6.00 $ - $ 12,474.00 18 Bacteriological Test EA 3 2 1 $ 3E1.00 $ - $ 60.00 Total B = $ - $ 86,840.00 Page 1 pay request BID C -Storm Sewer No. Item Uni Bid Qty. Qty. to Date Rem. Qty. Qty. this Est. Unit Price Amount this Est Amount to Date 1 12" RCP, CL IR, (i9-8`) LF 401 393 8 $ 17.30 $ - ; 6,798.90 2 15" RCP, CL tll, {t)-8) LF 38 37 1 $ 18.60 $ - ; 688.20 3 12" HDPE (0-8~ LF 481 941 -460 $ 13.10 $ - S 12,327.10 4 15" HDPE (0-8~ ~ LF 380 373 7 $ 14.50 $ - ; 5,408.50 5 2'X3' Box Catch Basin (0-5'j EA 5 6 -1 $ 1,020.00 $ - ; 6,120..00 6 48" Catch Basin (0-5~ EA 7 8 -1 $ 1,175.00 $ - ; 9,400.00 7 48" Catch Basin Exs~a Depth VF 3 3.74 -0.74 $ 72.00 $ - ; 269.28 8 12" HDPE FES wdGuard EA 1 2 -1 $ 340.00 $ - ; 680.00 9 15" HDPE FES vr~uard EA 1 1 0 $ 345.00 $ - ; 345.00 14 4" Perforated Pipe LF _400 850 -450 $ 4.20 $ - _ ; 3,570.00 11 Random Rip Rapa~IFabric CY '' 10 11 -1 $ 45.00 $ - $ 495.00 .Total C = $ - ; 46,101:98 BID D -Streets No. Item Uni Bid Qty. Qty. to Date Rem. `Qty. Qty. this Est. Unit Price Amount this Est Amount to Date 1 Subgrade Prepata#on SY 11020 11020 t1 $ 0.50. $ - $ 5,510:.00 2 Geotextile Fabri~Type V (Opfionai SY 11020 8724 2296 $ 0.90 $ - $ 7,851.60 3 Granular Borrow ~ CY 5510 5465 45 $ 9.20 $ - ; 50,278.00 4 Class 5 Gravel Base (CVO CY 1836 2301 -465 479 $ 12:75 $ 6,107.25 ' $ 29,337.75 5 Concrete Curb & Cutter -All types LF 5015 4811 204 $ 6:80 $ - S 32.714.80 fi Type 31 Bitum'~rwus Base Course Y-i 23310 22481 829 $ 1.40 $ - $ 31,473.40 7 Type 41 Bituminwos Wear Coarse Y-i 18025 13690 4335 . 13690 $ 1.70 $ 23,273.00 $ 23,273.00 8 Remove 8 Dispose Existing Bitum' SY 40 0 40 $ 1.60 $ - S - 9 Adjust Manhole EA 12 8 4 8 $ 240.00 $ 1,920-00 S 1,920.00 10 Adjust Gate Valve EA 4 3 1 3 $ .135.00 $ 405.00 ; 405.00 11 Seed, Mulch & Disgc Anchor AC 6 0 6 $ 510.0(} $ - $ - Tot11 D = $ 31,70525 $ 182.763.55 BlD E -Trail Bid Qty. to Rem. Qty. this Unit Arrmunt Amount No. item Uni Qty. Date Qty. Est. Price this Est to Date 1 8' Bituminous Traid LF 2270 0 2270 $ 10.90 $ - ; - Totat E _ $ - $ - -TOTAL A,B,C,D,E _ $ 31,705.25 $ 385,461.23 Page 2