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1994-07-25 Partial Payment Request
. . MEYER-ROHLIN, INC. ENGINEERS - LAND SURVEYORS 1111 Hwy. 25 N., Butfalo, Minn.55313 Phone 612 - 682 -1781 1994 Mr. Kent Roessler Kenco 13736 NE Johnson street Ham Lake, MN 55304 RE: PARKSIDE UTILITIES & STREET Albertville, Minnesota has requested partial you shall find the BID "A" SANITARY SEWER Item Bid Inst. No. Item Qty. ~I Unit Unit Price Total Price 1. 8" PVC, (8-10') 2523 2127' 1.f. $ 14.40 $30,628.80 2. 8" PVC (10-12') 882 1250 1. f. $ 15.50 $19,375.00 3. 10" PVC (10-12') 549 528 1.f. $ 16.80 $ 8,870.40 4. 10" PVC (12-14') 130 140 1.f. $ 17.90 $ 2,506.00 5. 10" PVC (14-16') 180 201J 1. f. $ 20.10 $ 4,040.10 6. 10" PVC (16-18') 257 263 1. f. $ 22.30 $ 5,864.90 7. 10" PVC (18-20') 204 162 1. f. $ 24.50 $ 3,969.00 8. 12" PVC (10-12') 223 279 1.f. $ 18.40 $ 5,133.60 9. 12" PVC (12-14' ) 641 508 1.f. $ 19.50 $ 9,906.00 10. 12" PVC (14-16') 42 130 1. f. $ 21.70 $ 2,821.00 11. 12" PVC (16-18') 32 19 1.f. $ 23.90 $ 454.10 12. 12" PVC ( 18-20 ' ) 28 48 1.f. $ 26.00 $ 1,248.00 Thore P. Meyer, Professional Engineer Robert Rohlin, Licensed Land Surveyor . . Item Bid Inst. No. Item ~ Qty. Unit Unit Price Total Price 13. 12" PVC (20-22') 62 81 1.f. $ 30.50 $ 2,470.50 14. Manhole, 48" dia. ( 0-8 ' ) 25 25 each $1138.00 $28,450.00 15. Manhole 48" dia. extra depth 112 117.18 1.f. $ 74.00 $ 8,671.32 16. Manhole outside drop section 2 2 1. f. $ 950.00 $ 1,900.00 17. Manhole outside drop section extra depth 3.3 6.72 1. f. $ 47.00 $ 315.84 18. 8" PVC cap 1 1 each $ 15.00 $ 15.00 19. Remove 12" PVC cap & connect to exist- ing 12" PVC 1 1 each $ 410.00 $ 410.00 20. 12" PVC cap 1 3 each $ 37.00 $ 111.00 21. Sewer service connections 108 108 each $ 46.00 $ 4,968.00 22. 4" PVC, SDR 26 service pipe 4810 5196 1. f. $ 6.90 $35,852.40 23. Density tests 280 166 each $ 19.60 $ 3,253.60 24. Submersible pump lift station 100% 100% 1. s. $24720.00 $24,720.00 25. Electrical for lift station 100% 100% 1.s. $9900.00 $ 9,900.00 26. Remove 4" plug & connect to existing 4" PVC forcemain 1 1 each $ 360.00 $ 360.00 27. 4" PVC 42 42 1. f. $ 10.00 $ 420.00 28. 4" 900 DIP bend 2 2 each $ 56.00 $ 112.00 29. 4" x 4" x 4" DIP tee 1 1 each $ 81.00 $ 81.00 30. 4" gate valve, valve box and riser 2 2 each $ 265.00 $ 530.00 31. Crushed rock 50 65.14 c.y. $ 12.00 $ 781. 68 TOTAL BID "A" $~~~:!:~~~~~4 . . ALTERNATE BID "B" WATERMAIN Item Bid Inst. No. Item Qty. Qty. Unit Unit Price Total Price 1 . 6" PVC, C-900 1618 1481 1. f. $ 8.40 $12,440.40 2 . 8" PVC, C-900 3517 3493 1. f. $ 10.20 $35,628.60 3 . 12" PVC, C-900 578 591 1.f. $ 15.40 $ 9,101.40 4. 6" x 6" X 6" DIP tee 2 5 each $ 130.00 $ 650.00 5. 8" x 8" X 6" DIP tee 10 8 each $ 170.00 $ 1,360.00 6. 8" x 8" x 8" DIP tee 2 0 each $ 185.00 $ 0.00 7 . 12" x 12" x 6" DIP tee 1 1 each $ 270.00 $ 270.00 8 . 12" x 12" x 8" DIP tee 1 1 each $ 290.00 $ 290.00 9 . 8" x 8" x 6" X 6" DIP cross 1 1 each $ 198.00 $ 198.00 10. 6" 22tO DIP bend 3 2 each $ 99.00 $ 198.00 11. 6" 450 DIP bend 2 2 each $ 99.00 $ 198.00 12. 8" lItO DIP bend 14 6 each $ 145.00 $ 870.00 13. 8" 22tO DIP bend 1 6 each $ 150.00 $ 900.00 14. 6" resilient seat gate valve, valve box & riser 19 19 each $ 300.00 $ 5,700.00 15. 8" resilient seat gate valve, valve box & riser 9 9 each $ 420.00 $ 3,780.00 16. 12" resilient seat gate valve, valve box & riser 1 1 each $ 730.00 $ 730.00 17. Hydrants 12 12 each $1585.00 $19,020.00 18. Remove & reuse 6" plug 1 1 each $ 330.00 $ 330.00 19. Remove & reuse 8" plug 1 1 each $ 330.00 $ 330.00 . . Item Bid Inst. No. Item ~ Qty. Unit Unit Price Total Price 8 . 21" RCP, CL. III ( 0-8 ' ) 219 182 1.f. $ 23.70 $ 4,313.40 9. 18" RCP, CL. III ( 0-8 I ) 230 229 1.f. $ 21.60 $ 4,946.80 10. 15" RCP, CL. III ( 0-8 ' ) 555 550 1.f. $ 20.00 $11,000.00 11. 12" RCP, CL. III ( 0-8 I ) 70 68 1.f. $ 18.60 $ 1,264.80 12. Catch basin, 102" dia. (0-5') 1 1 each $3485.00 $ 3,485.00 13. Catch basin, 102" dia. extra depth 0.7 0.7 1.f. $ 340.00 $ 238.00 14. Catch basin, 96" dia. ( 0-5 ' ) 1 1 each $2860.00 $ 2,860.00 15. Catch basin, 96" dia. extra depth 1.2 1.2 1. f. $ 290.00 $ 348.00 16. Catch basin, 84" dia. (0-5') 1 1 each $2335.00 $ 2,335.00 17. Catch basin, 84" dia. extra depth 0.6 0.6 1. f. $ 230.00 $ 138.00 18. Catch basin, 72" dia. (0-5') 5 5 each $1780.00 $ 8,900.00 19. Catch basin, 72" dia. extra depth 2.9 2.9 1.f. $ 165.00 $ 478.50 20. Catch basin, 60" dia. (0-5') 1 1 each $1440.00 $ 1,440.00 21. Catch basin, 48" dia. ( 0-5 ' ) 15 15 each $1025.00 $15,375.00 22. Catch basin, 48" dia. extra depth 1.3 1 1. f. $ 82.00 $ 82.00 23. Catch basin, 30" dia. (0-5') 1 1 each $ 655.00 $ 655.00 24. Catch basin, 27" dia. ( 0-5 ' ) 2 2 each $ 700.00 $ 1,400.00 25. 15" RCP apron 2 2 each $ 280.00 $ 560.00 . . Item Bid Inst. No. Item 9!Y..:.. Qty. Unit Unit Price Total Price 26. Random rip-rap CL. IV 33.3 33.3 c.y. $ 34.00 $ 1,132.20 27. Filter blanket 16.7 16.7 c.y. $ 7.80 $ 130.26 28. Crushed rock 400 25 c.y. $ 12.00 $ 300.00 29. Density tests 103 12 each $ 19.60 $ 235.20 TOTAL BID "c" $~g~:!:ZZ~;,~6 BID "D" STREETS 1 . Grading, right turn lane, CSAH 37 ROW 100% 0 1.s. $9450.00 $ 0.00 2. Subgrade preparation 22496 22046 s. y. $ 0.48 $10,582.08 3. Aggregate base placed class 5 (CV) 9749 10357 c.y. $ 10.20 $105,641.40 4. Surmountable concrete curb & gutter 9490 9287 1. f. $ 5.25 $48,756.75 5. Type 31 base course mixture 30708 30000 sy-in $ 1.34 $40,200.00 6. Type 41 wear course mixture 29942 0 sy-in $ 1.44 $ 0.00 7. Seeding, mulching fertilizing and disk anchoring 0.3 0 acres $1260.00 $ 0.00 8. 4" concrete flume 2 2 each $ 330.00 $ 660.00 9. Sod 200 0 s. y. $ 2.10 $ 0.00 10. Ditch block 1 0 each $ 220.00 $ 0.00 11. Permanent barricades 48 0 1.f. $ 31. 50 $ 0.00 12. Street sign (complete) 2 0 each $ 168.00 $ 0.00 13. Random rip-rap C1. II 4.5 4.4 c.y. $ 37.00 $ 162.80 14. Adjust manhole 23 23 each $ 165.00 $ 3,795.00 15. Adjust gate valves 15 15 each $ 82.50 $ 1,237.50 . . . . Item Bid Inst. No. Item Qty. 9!L Unit Unit Price Total Price 16. Density tests 45 9 each $ 19.60 $ 176.40 TOTAL BID "D" $~~~:!:~~~~~3 EXTRA WORK 1. Geotextile filter fabric 0 6061 s. y. $ 1.23 $ 7,455.03 2. Common excavation(EV) 0 1012 c.y. $ 2.25 $ 2,277.00 3. 4" insulation 0 80 s.f. $ 1.60 $ 128.00 4. Motorola Pager 0 0 l.s. $ 4,160.00 $ 0.00 5. Raise manhole in swamp 0 1 1. s. $ 1,520.00 $ 1,520.00 6. 6" DIP sleeve (materials) 0 1 each $ 37.50 $ 37.50 7. 6" 450 DIP bends (materials) 0 4 each $ 76.50 $ 306.00 8 . 6" PVC, C-900 (materials) 0 14 1. f. $ 3.24 $ 45.36 9. Adjust watermain to avoid sanitary 0 1.5 hour $ 480.00 $ 720.00 TOTAL EXTRA WORK $~~:!:~~~~~~ TOTAL WORK COMPLETED TO DATE $742,495.52 LESS 5% RETAINAGE $ 37,124.78 LESS PREVIOUS PAYMENTS $539,034.72 PARTIAL PAYMENT NO. 4 $166,336.02 The original bid amount for this project plus extra work was $810,860.07. The total of all work completed to date is 92% of the original bid amount. We therefore recommend Partial Payment No. 4 be made to Latour Construction Inc., 2134 Co. Rd. 8 NW, Maple Lake, MN 55358, in the amount of $166,336.02. If you have any questions, please feel free to contact me. Sincerely, ~~ Norman Gartner Professional Engineer cc: S-93124 Latour Construction Inc.