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1998-06-18 Partial Payment Request
MEYER-ROHLIN, INC. ENGINEERS-LAND SURVEYORS 1111 Hwy. 25 N., Buffalo, Minn. 55313 Fax 612-682-9492 Phone 612-682-1781 1-800-563-1781 June 18, 1998 ~. C"./~ j'.\ / , ). ,.--- - ! - . '"'-....... ./ Mr. Don Jensen Piiot Lana Deveiopment Company 13736 NE Johnson Street Ham Lake, MN 55304 RE: Center Oaks 2nd Addition Street and Utility Improvement Project Albertville, MN Partial Payment No.4 - Kuechle Underground Mr. Jensen: The contractor for the above-referenced project has requested partial payment for work completed to date. Attached you shall find the quantities for the work performed. We, therefore, recommend Partial Payment No.4 in the amount of $210,702.20 be made to Kuechle Underground, Inc., PO Box 509, 20 Main Street North, Kimball, MN 55353. If you have any questions or comments, please do not hesitate to contact me. Sincerely, MEYER-ROHLIN, INe. Chr~ un~inZfut Project Engineer cc: Kuechle Underground File 96162 Thore P Meyer, Professional Engineer Robert Rohlin, Licensed Land Surveyor Center Oaks 2nd Addition Street and Utility Improvement Project Albertville, MN Partial Payment No. 4 6/18/9810:14 BID A - Sanitary Sewer Bid Qty. to Rem. Qty. this Unit Amount Amount No. Item Unit Qty. Date Qty. Est. Price this Est. to Date 1 8" PVC, SDR 35, (8-10') LF 550 862 -312 0 $15.00 $0.00 $12,930.00 2 8" PVC, SDR 35, (10-12') LF 383 183 200 0 $15.00 $0.00 $2,745.00 3 8" PVC, SDR 35, (12-14') LF 308 124 184 0 $15.00 $0.00 $1,860.00 4 8" PVC, SDR 35, (14-16') LF 100 128 -28 0 $15.00 $0.00 $1,920.00 5 8" PVC, SDR 35, (16-18') LF 63 90 -27 0 $15.00 $0.00 $1,350.00 6 8" PVC, SDR 35, (18-20') LF 11 0 11 0 $15.00 $0.00 $0.00 7 10" PVC, SDR 35, (10-12' LF 288 698 -410 437 $17.00 $7,429.00 $11,866.00 8 10" PVC, SDR 35, (12-14' LF 198 124 74 0 $17.00 $0.00 $2,108.00 9 10" PVC, SDR 35, (14-16' LF 286 232 54 0 $17.00 $0.00 $3,944.00 10 10" PVC, SDR 35, (16-18' LF 346 342 4 0 $17.00 $0.00 $5,814.00 11 10" PVC, SDR 35, (18-20' LF 210 187 23 0 $17.00 $0.00 $3,179.00 12 10" PVC, SDR 26, (18-20' LF 160 291 -131 0 $17.00 $0.00 $4,947.00 13 10" PVC, SDR 26, (20-22' LF 624 817 -193 0 $17.00 $0.00 $13,889.00 14 12" PVC, SDR 26, (20-22' LF 26 0 26 0 $19.00 $0.00 $0.00 15 48" Manhole (0-8') EA 20 23 -3 2 $1,600.00 $3,200.00 $36,800.00 16 Manhole Extra Depth LF 158.1 162.1 -4 6.8 $57.00 $387.60 $9,239.70 17 Sanitary Service Group EA 52 62 -10 10 $77.00 $770.00 $4,774.00 18 4" PVC Service Pipe LF 2168 2857.5 -689.5 443 $8.00 $3,544.00 $22,860.00 19 Remove & Reuse 8" Cap EA 1 1 0 0 $18.00 $0.00 $18.00 20 Remove & Salvage 12" CI EA 1 1 0 0 $130.00 $0.00 $130.00 21 10" Cleanout EA 1 0 1 0 $310.00 $0.00 $0.00 22 2' - 8" PVC Stub w/Cap EA 1 1 0 0 $28.00 $0.00 $28.00 23 2' - 10" PVC Stub w/Cap EA 1 2 -1 1 $40.00 $40.00 $80.00 Total Bid A = $15,370.60 $140,481.70 BID B - Water Main Bid Qty. to Rem. Qty. this Unit Amount Amount No. Item Unit Qty. Date Qty. Est. Price this Est. to Date 1 6" C-900 PVC LF 440 487 -47 67 $9.00 $603.00 $4,383.00 2 8" C-900 PVC LF 774 797 -23 37 $11.00 $407.00 $8,767.00 3 12" C-900 PVC LF 2255 2601 -346 482 $15.00 $7,230.00 $39,015.00 4 12"x12"x12" DIP Tee EA 1 1 0 0 $240.00 $0.00 $240.00 5 12"x12"x8" DIP Tee EA 1 2 -1 1 $210.00 $210.00 $420.00 6 12"x12"x6" DIP Tee EA 8 10 -2 2 $190.00 $380.00 $1,900.00 7 8"x8"x8" DIP Tee EA 1 1 0 0 $140.00 $0.00 $140.00 8 6"x6"x6" DIP Tee EA 1 1 0 0 $110.00 $0.00 $110.00 9 12"-450 DIP Bend EA 3 6 -3 2 $160.00 $320.00 $960.00 10 12"-22.50 DIP Bend EA 9 7 2 0 $160.00 $0.00 $1,120.00 11 12"-11.250 DIP Bend EA 7 6 1 1 $160.00 $160.00 $960.00 12 8"-11.250 DIP Bend EA 2 2 0 1 $105.00 $105.00 $210.00 13 6"-11.2So DIP Bend EA 2 0 2 0 $83.00 $0.00 $0.00 14 12"x6" Reducer EA 1 0 1 0 $120.00 $0.00 $0.00 15 8"x6" Reducer EA 2 2 0 0 $90.00 $0.00 $180.00 16 12" Gate Valve, Box & Ri EA 6 7 -1 1 $1,200.00 $1,200.00 $8,400.00 17 8" Gate Valve, Box & Ris EA 4 4 0 1 $840.00 $840.00 $3,360.00 18 6" Gate Valve, Box & Ris EA 9 11 -2 2 $530.00 $1,060.00 $5,830.00 19 6" Plug EA 1 1 0 0 $27.00 $0.00 $27.00 20 Hydrant EA 9 11 -2 2 $1,500.00 $3,000.00 $16,500.00 21 Water Service Group EA 52 62 -10 10 $160.00 $1,600.00 $9,920.00 22 1" Copper Service Pipe LF 2113 2689 -576 464 $7.27 $3,373.28 $19,549.03 23 Remove & Reuse 12"x6" EA 1 1 0 0 $113.00 $0.00 $113.00 24 Remove & Reuse 6" Gate EA 2 0 2 0 $113.00 $0.00 $0.00 25 Remove & Reuse Hydran EA 2 2 0 0 $510.00 $0.00 $1,020.00 26 Remove & Salvage 8" Plu EA 1 1 0 0 $30.00 $0.00 $30.00 27 Remove & Salvage 8"x6" EA 1 1 0 0 $30.00 $0.00 $30.00 28 Bacteriological Tests EA 4 1 3 0 $30.00 $0.00 $30.00 Total Bid B = $20,488.28 $123,214.03 BID C - Storm Sewer Bid Qty. to Rem. Qty. this Unit Amount Amount No. Item Unit Qty. Date Qty. Est. Price this Est. to Date 1 12" RCP CL III (0-8') LF 398 222 176 65 $18.00 $1,170.00 $3,996.00 2 12" HDPE (0-8') LF 779 890 -111 29 $13.00 $377.00 $11,570.00 3 1S" RCP CL III (0-8') LF 431 654 -223 227 $19.00 $4,313.00 $12,426.00 4 1S" RCP CL III (8-10') LF 65 16 49 0 $20.00 $0.00 $320.00 5 1S" RCP CL III (10-12') LF 57 89 -32 0 $20.00 $0.00 $1,780.00 6 1S" HDPE (0-8') LF 219 221 -2 0 $15.00 $0.00 $3,315.00 7 1S" HDPE (8-10') LF 42 70 -28 0 $15.00 $0.00 $1,050.00 8 1S" HDPE (10-12') LF 173 159 14 0 $16.00 $0.00 $2,544.00 9 48" Manhole (0-8') EA 2 2 0 o $1,500.00 $0.00 $3,000.00 10 Manhole Extra Depth LF 5.1 3 2.1 0 $58.00 $0.00 $174.00 11 48" Catch Basin (O-S') EA 6 6 0 -1 $1,100.00 ($1,100.00) $6,600.00 12 27" Catch Basin (O-S') EA 1 1 0 0 $800.00 $0.00 $800.00 13 2'x3' Box Catch Basin (0- EA 3 5 -2 2 $940.00 $1,880.00 $4,700.00 14 Catch Basin Extra Depth LF 9 10.9 -1.9 0 $58.00 $0.00 $632.20 15 12" HDPE FES w/Guard EA 5 5 0 0 $210.00 $0.00 $1,050.00 16 1S" HDPE FES w/Guard EA 1 1 0 0 $230.00 $0.00 $230.00 17 4" Perforated Pipe w/Soc LF 2150 1557 593 1312 $5.62 $7,373.44 $8,750.34 18 4"x4"x4" Draintile Tee EA 29 0 29 0 $26.00 $0.00 $0.00 19 4" DIP LF 520 0 520 0 $11.00 $0.00 $0.00 20 4" Draintile Cleanout EA 1 5 -4 5 $33.00 $165.00 $165.00 21 Remove & Salvage 1S" PI EA 1 0 1 0 $18.00 $0.00 $0.00 22 Cut Swale to Daylight LF 265 0 265 0 $1.06 $0.00 $0.00 23 Silt Fence LF 200 0 200 0 $2.00 $0.00 $0.00 Total Bid C = $14,178.44 $63,102.54 BID D - Streets l:.I{ \: ~ 1~ Bid Qty. to Rem. Qty. this Unit Amount Amount No. Item Unit Qty. Date Qty. Est. Price this Est. to Date 1 Subgrade Preparation SY 14648 16822 -2174 16822 $1.00 $16,822.00 $16,822.00 2 Class 5 Base (CV) CY 4883 3954 929 1892 $13.00 $24,596.00 $51,402.00 3 Surmountable Curb & Gut LF 6484 8497 -2013 7081 $6.45 $45,672.45 $54,805.65 4 B618 Curb & Gutter LF 191 188 3 188 $6.45 $1,212.60 $1,212.60 5 Type 31 Bit. Base Course SY-IN 30376 6643 23733 0 $1.40 $0.00 $9,300.20 6 Type 41 Bit. Wear Course SY-IN 18225 0 18225 0 $1.65 $0.00 $0.00 7 Adjust Manhole EA 20 0 20 0 $120.00 $0.00 $0.00 8 Adjust Gate Valve EA 11 0 11 0 $90.00 $0.00 $0.00 9 Seed, Mulch & Disk Anch AC 3 0 3 o $1,300.00 $0.00 $0.00 10 Paved Walkway LF 435 0 435 0 $13.00 $0.00 $0.00 Total Bid D = $88,303.05 $133,542.45 Extra Work: Amount this Est. $598.00 $200.00 $14,219.10 $10,218.60 $58,813.72 27" CB for rear lot drainage Pump Water from rear lot areas Subcut Kalenda/Karston Geotextile Fabric Kalenda/Karston Granular Borrow Kalenda/Karston 2745 cy (EV) @ $5.18/cy 11354 sy @ $0.90/sy 5677 cy (CV) @ $10.36/cy r, i ., Amount to Date $598.00 $200.00 $14,219.10 $10,218.60 $58,813.72 Total Extra Work = $83,451.42 $83,451.42 Project Summary: Amount Amount this Est. to Date $221,791.79 $543,792.14 Total Work = Less Retainage 5% = Less Actual Payment NO.1 = Less Actual Payment NO.2 = Less Payment No.3 = Total Payment No.4 = ($27,189.61) ($120,206.39) ($41,121.60) ($144,572.34) $210,702.20 :] 01) Qi) . ~\) ~ ?JOIIS . 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