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1995-01-04 Partial Payment Request (2)
. . MEYER-ROHLIN, INC. ENGINEERS-LAND SURVEYORS 1111 Hwy. 25 N., Buffalo, Minn.55313 Phone 612- 682-1781 Mr. Kent Roessler Kenco 13736 NE Johnson street Ham Lake, MN 55304 RE: PARKSIDE UTILITIES & STREET Albertville, Minnesota Partial Payment Request No. 6 Dear Mr. Roessler: The contractor for the above-referenced payment for work completed to date. quantities for the work performed. BID "A" SANITARY SEWER Item No. Item 1. 8" PVC, (8-10') 2. 8" PVC (10-12') 3. 10" PVC (10-12') 4. 10" PVC (12-14') 5. 10" PVC (14-16') 6. 10" PVC (16-18') 7. 10" PVC (18-20') 8. 12" PVC (10-12') 9. 12" PVC (12-14') 10. 12" PVC (14-16') 11. 12" PVC (16-18') 12. 12" PVC (18-20') Bid Inst. Qty. ~ 2523 2127 882 1250 549 528 130 140 180 201 257 263 204 162 223 279 641 508 42 130 Unit 1.f. 1.f. 1.f. 1. f. 1. f. 1. f. 1.f. 1.f. 1. f. 1. f. 1. f. 1.f. Unit Price $ 14.40 $ 15.50 $ 16.80 $ 17.90 $ 20.10 $ 22.30 $ 24.50 $ 18.40 $ 19.50 $ 21. 70 $ 23.90 $ 26.00 Thore P. Meyer, Professional Engineer Robert Rohlin, Licensed Land Surveyor 32 19 28 48 req sted partial shall find the Total Price $30,628.80 $19,375.00 $ 8,870.40 $ 2,506.00 $ 4,040.10 $ 5,864.90 $ 3,969.00 $ 5,133.60 $ 9,906.00 $ 2,821.00 $ 454.10 $ 1,248.00 -2- . . Item Bid Inst. No. Item Qty. Qty. Unit Unit Price Total Price 13. 12" PVC (20-221) 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 l.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 l.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 $ Ill. 00 21. Sewer service connections 108 108 each $ 46.00 $ 4,968.00 22. 4" PVC, SDR 26 service pipe 4810 5196 l.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 -3- . . ALTERNATE BID liB" 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. 611 x 611 X 611 DIP tee 2 5 each $ 130.00 $ 650.00 5. 811 X 811 X 611 DIP tee 10 8 each $ 170.00 $ 1,360.00 6. 811 x 811 X 811 DIP tee 2 0 each $ 185.00 $ 0.00 7 . 1211 x 12" x 6" DIP tee 1 1 each $ 270.00 $ 270.00 8 . 1211 x 12" x 8" DIP tee 1 1 each $ 290.00 $ 290.00 9. 8" x 8" X 611 X 6" DIP cross 1 1 each $ 198.00 $ 198.00 10. 611 22tO DIP bend 3 2 each $ 99.00 $ 198.00 11. 611 0 2 2 each $ 99.00 $ 198.00 45 DIP bend 12. 811 lItO DIP bend 14 6 each $ 145.00 $ 870.00 13. 8" 22tO DIP bend 1 6 each $ 150.00 $ 900.00 14. 611 resilient seat gate valve, valve box & riser 19 19 each $ 300.00 $ 5,700.00 15. 811 resilient seat gate valve, valve box & riser 9 9 each $ 420.00 $ 3,780.00 16. 1211 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 _"4_ . . Item Bid Inst. No. Item Qty. Qty. Unit Unit Price Total Price 20. Remove &. reuse 12" plug 1 1 each $ 330.00 $ 330.00 21. Remove &. reuse hydrant 1 1 each $ 560.00 $ 560.00 22. Remove &. salvage existing 8" x 6" reducer &. 6" DIP 1 1 each $ 330.00 $ 330.00 23. Water service connection 108 108 each $ 117.00 $12,636.00 24. 1" copper service pipe 4340 4438 1. f. $ 6.20 $27,515.60 25. Bacteriological test 7 7 each $ 31. 50 $ 220.50 26. Crushed rock 50 0 c.y. $ 12.00 $ 0.00 27. Density tests 285 153 each $ 19.60 $ 2,998.80 28. Raise valve box 16 0 each $ 82.00 $ 0.00 TOTAL ALTERNATE BID "B" $!~~:!:g~g,;~O BID "C" STORM SEWER 1. Remove 42" RCP apron &. connect to 42" RCP 1 1 each $ 165.00 $ 165.00 2. 48" Arch RCP, CL. III ( 0-8 ' ) 512 608 1.f. $ 106.00 $64,448.00 3. 48" Arch RCP apron w/galvanized trash guard 1 1 each $1215.00 $ 1,215.00 4. 42" RCP, CL. III ( 0-8 ' ) 122 124 1. f. $ 70.60 $ 8,754.40 5. 36" RCP, CL. III 266 254 1.f. $ 45.60 $11,582.40 6. 36" RCP apron w/galvanized trash guard 1 1 each $1065.00 $ 1,065.00 7. 27" RCP, CL. III (0-8') 520 517 1.f. $ 30.80 $15,923.60 -5- . . Item Bid Inst. No. Item Qty. 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 ' ) 230 229 1.f. $ 21. 60 $ 4,946.40 10. 15" RCP, CL. III ( 0-8 I ) 555 550 1. f. $ 20.00 $11,000.00 11. 12" RCP, CL. III ( 0-8 ' ) 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 I ) 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 I ) 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 -6- . . Item Bid Inst. No. Item Qty. 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% 1 1.s. $9450.00 $ 9,450.00 2. Subgrade preparation 22496 21474 s.y. $ 0.48 $10,307.52 3. Aggregate base placed class 5 (CV) 9749 10357 c.y. $ 10.20 $105,641. 40 4. Surmountable concrete curb & gutter 9490 9404 1.f. $ 5.25 $49,371.00 5. Type 31 base course mixture 30708 30000 sy-in $ 1.34 $40,200.00 6. Type 41 wear course mixture 29942 7963 sy-in $ 1.44 $11,466.72 7. Seeding, mulching fertilizing and disk anchoring 0.3 0.3 acres $1260.00 $ 378.00 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 1 each $ 220.00 $ 220.00 11. Permanent barricades 48 48 1.f. $ 31. 50 $ 1,512.00 12. Street sign (complete) 2 2 each $ 168.00 $ 336.00 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 --7- . . Item Bid Inst. No. Item ~ Qty. Unit Unit Price Total Price 16. Density tests 45 9 each $ 19.60 $ 176.40 TOTAL BID "D" $~~~:!:~~~~~4 EXTRA WORK 1. Geotextile filter fabric 0 7546 s.y. $ 1.23 $ 9,281.58 2. Common excavation(EV) 0 1505 c.y. $ 2.25 $ 3,386.25 3. 4" insulation 0 80 s.f. $ 1.60 $ 128.00 4. Motorola Pager 0 1 l.s. $ 4,160.00 $ 4,160.00 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 10. Extend ex. RCP for turn lane 0 100% 1. s. $ 642.00 $ 642.00 11. Moved culvert in farmer's dwy for turn lane 0 100% 1.s. $ 860.00 $ 860.00 12. Manhole diamonds 0 0 each $ 65.63 $ 0.00 13. Gate valve diamonds 0 0 each $ 42.00 $ 0.00 TOTAL EXTRA WORK $~~:!:~~g~g~ TOTAL WORK COMPLETED TO DATE $775,495.73 LESS 5% RETAINAGE $ 38,774.79 LESS PREVIOUS PAYMENTS $705,370.74 PARTIAL PAYMENT NO. 6 $ 31,350.20 -8- . . The original bid amount for this project was $810,860.07. The total of all work completed to date is 96% of the original bid amount. We therefore recommend Partial Payment No. 6 be made to Latour Construction Inc., 2134 Co. Rd. 8 NW, Maple Lake, MN 55358, in the amount of $31,350.20. If you have any questions, please feel free to contact me. Sincerely, M~ROHLIN, INC. ;:7/~ ~1!~ Norman Gartner Professional Engineer cc: 5-93124 Latour Construction Inc.