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1989-10-02 Pay Request # 8
..--,._~_,~,,^,.--fr ~-.! MEYER-ROHLIN,;INC~ ENGINEERS-LAND SURVEYORS 1m Hwy. 25 N~ OO',a/o, Mlnn.55313 Phone 612 - 682-1781 OctobEfl" 2, 1989 City of Albertville c/o Maureen Andrews, Administrator Box 131 Albertville, MN 55301 Re :p.- Requ.esc #8 Dear Maureen: As you will recall, you requested that we break out the costs for the CSAH 37 Interceptor and Watermain which are to be paid out of the Westwind bond and those to be paid out of the interceptor bond. st.. -.- Sanitary sewer 1. 12- PYC (12-14' ) 12" PVC (14-16' ) 12- PVC (14-16' ) 12" PVC (16-18') 12- PYC .(16-18' ) 12" PVC ( 18-20 ' ) 12- 'PVC (18-20') 12" PVC (20-22t) 12- ne (20-22 '.) 12" DIP (20-22') 2A 2B 3A 3B 4A 4B 5A 58 6. 7. Boring-24ft casing w/12" carrier pipe 8. 12" DIP (28-30') dead lead to L.S. 9. Submersible pump L.S. 2-5 hp pumps, piping, controls, valves (complete) Pay Request #8 750 748 1.f. . 17.20 $12,.5.60 495 32 lof. $ 18.20 $ 582.40 518 1.f. $ 1.8.20 . 9,42"1.60 400 130 lof. $ 19.20 $ 2,496.00 259 1.f. S 19.20 S 4,972.80 50 390 l.f. $ 20.70 $ 8,073.00 142 l.f. . 20.70 $ 2,939.40 165 436 l.f. :$ 22.20 $ 9,679.20 101 l.f. S 22.20 . 2,242.20 52 20 l.f. $ 29.80 $ 596.00 86 l.f. $ 130.00 $ 0.00 20 1.f. $ 34.60 $ 0.00 1 $45,734.00 1 each $45,734.00 Thote P. Meyer, Professional Engineer Robert Rohlin, Licensed Land Surveyor ~ 10. 6" PVC F. M. AWWA C9{)0 Class150,DR 18 1280 llA Class 5 aggregate (cv)(inplace) 200 1111C1_ 5. avo!: ...... 12. BitwriDOUB . p.:tab. 4" 2" base t 2" ..... 2'70 13. Black dirt 1050 14A Seeding 1.85 la. S8ediIlg 15. Sodding 480 16; Crushed rock 800 17A Density testing 100 1'711 _:l'ty .....'t1ag 18AManholes 7 liB. ~lea 19A Manhole extra depth 70 1.98 ~1.. b. Dep_ 20. 6" 450 PVC bend 1 21.6" Ilia bend 1 22. aitUJ8inous patch 3" Ii" base, Ii" wear 140 23. Bituminous patch 2" wear 50 24. 12" plug 1. 25A 12" end cap 1 258 12- tfIftd.. Extra 12" PVC (22-24) 18" PVC (22-2"-> 12" x 6" wye 12- x .R ..". 6"PVC 1.2" drop section 10" DIP 6" DIP 693 l.f. $ 7. 35 $ 5 ,093.55 159 c.y. $ 10.00 $ 1,590.00 l.29 c.y. . 10.00 . 1,198.00 425 a.y. . a.oo . S,48G.OO c.y. $ .01 $ 0.00 0.09 acre $ 950.00 $ 85 .50 1.01 acre . 95t.OO . "9.50 s.y. $ 2.00 $ 0.00 ton $ .01 $ 0.00 24 each $ 19.00 $ 456.00 S5 each . 1.9._ . M5... 6 each , 890.00 $ 5,340.00 5 each . _..GO . 4,.<4SO.00 61 .9 1.f. , 59 .00 $ 3 ,652.10 4S.7 l.f. . 59.00 . 2,578.30 5 each $ 60.00 $ 300.00 each $ 60 .00 $ 0.00 175 s.y. $ 7.00 $ 1 ,225.00 s.y. S 5.00 $ 0.00 2 ea($.. $ 80.00 , ,1~O.OO 1 each $ 50.00 $ 50.00 1 .... I so.eo I so._ 83 l.f. , 27.20 $ 2,257.60 86 1.f. , 39.20 $ 3,371.20 7 each , 130.00 $ 910.00 1. . 130. GO . 1.38.... '.,.. 65 1.f. . 9.:85 $ 640'..5 6.86' It.f. . '240.00 $ 1.646..40 28 l.f. . .', 23.00 $ 644.00 28 l.f. $ 16.00 $ 448 .00 " Boring 26" casing w/oarrier pipes Parking lot paving at D. J. 's Ex. depth on valve M.H. Spirit Pager for voice reo. Change wiring from 120/240 to 277/480,3-phase Extra 56' overhead wire Mobilization of swamp mats C1a.s 2 aggregate Rock Pumping water from jack pit Lower prOd. rate due to reloc. of lift sta. Class 5 aggregate lost from 61st street Light for lift station Retolerance 61st St. Where ClassS lost 73 1.f. $ 190.00 215 s..y. $ 6.00 4 1.f. $ 305.44 1 l.s. $ 286.77 1 l.s. $ 570.00 1 l.s. $ 186.00 1 1.s. $ 1,000.00 49.49 tons $ 9.22 49 ton $ 8.20 1 l.s. $ 190.00 1 l.s. S 6,927.00 125 c.y. $ 7.69 1 l.s. $ 220.00 1 l.s. S 562.25 TOTAL BID "B" ...... of1S'fO'I'Al. ,~_"pU..._d ......1nd'. .Bond .- )IBlt..'I;o be pd. -.t of :iD.t;ereep'tor boatI For Pay Request No. 8 tne quantities would be as follows: Inte~tol"Boad Bid "A" Bid' "B" Total Lessl~ Retainage Amount to be p.aid out of interceptor bond ..."',,., IlaDd. Bid "A" Sid "8ft Bid "C" Bid "D" Bid "E" Bid "F" Total Less 1% Retainage Amount to be paid out of ....WcuBt1Q;nd bond $13,870.00 $ 1,290.00 $ 1, 221.76 $ 286.77 $ 570.00 $ 186.00 $ 1,000.()0 $ 456.30 $ 401.80 $ 190.00 $ 6,927.00 $ 961.25 $ 220.00 $ 562.25 $16~,14:S.75 . ."'5.9".~AO x .&45 '.29,..~.1. x ..75 i 22 ,238'.1' $1.89 itl4S'.:75 - 22.238.11 .$1"6.H5r57 $21,991.40 $146,905.$7 $1~8 , 896~.t"l 1.~8';.? $167,208.00 $ 20,606:.96 22,238.18 74 ;'6:SS.15 61,906.55 51,720.80 116,1~1~'" $347,489~;8 3,474.8t;J $344,014.$9 .. 1/ . 't< sl If you have any~_t1()ns, do not he$itate to call. Sincerely, MEYER-ROHLIN, INC. ~..~ Bob Sullentr<:>p ProfessiOnal Engineer co: File E-8801-A,D,F