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2. Downtown Redevelopment Phase II
CITYOF �-- CHANHASSEN 690 COULTER DRIVE • P.O. BOX 147 • CHANHASSEN, MINNESOTA 55317 (612) 937-1900 I MEMORANDUM TO: Don Ashworth, City Manager FROM: Gary Warren , City Engineer !, imoDATE: October 7 , 1988 ' SUBJ: Award of Bids, Downtown Redevelopment Project Phase II File Nol 86-11B On Monday, October 3 , 1988 , staff opened bids for Phase II of the Downtown improvement project. Plans and specifications were ' approved by the Council on June 13, 1988 for this project and as noted in the attached correspondence from BRW, some changes were incorporated into these plans which is shown on plan sheets 33 1 through 36 (attached) . As you have indicated to me, these impro- vements are to be assessed directly to the respective properties . It was felt from a construction practicality sand architectural control standpoint that these items would be incorporated into 1 this plan set . I agree with the summation of bids as presented in the BRW 1 correspondence and am comfortable with Midwest Asphalt Corporation as low bidder, as they have done an excellent job for us on the Bluff Creek Drive improvement project which also totalled approximately $610 , 000 . We have attached the bid tabu- lation summary also for Council review. Alternate No. 1 of the schedule is set up as a deduct alternate 1 in order to allow us flexibility in the event that Trunk Highway 5 improvements occur during or about the same time as Market Boulevard connection to Highway 5 . In that event it would be to our advantage to deduct our costs for connection to Highway 5 and not incur the costs for construction which would be redone as a part of the MnDOT project. Alternate No. 2 provides for a second aeration unit (fountain) for the storm water retention pond. As stated in the BRW letter, this alternate also is for future use and is to provide us options to address any water quality issues with the retention pond. 1 I , II Don Ashworth October 7 , 1988 Page 2 It is therefore recommended that the Downtown Redevelopment Project, Phase II, Project No. 86-11B be awarded to the low bidder, Midwest Asphalt Corporation, in the amount of $643,428 . 33 . ' Attachments 1 . October 6, 1988 correspondence from BRW. 2 . Bid Tabulation Summary. 3 . Plan Sheets 33 through 36 . ' Manager' s Comment: The municipal parking lot proposal for the south side of West 78th Street attempts to establish a level of consistency similar to that being attempted to be achieved on the north side of West 78th Street and currently in place for Pauly/Pony/Przymus. The proposal would include commonality of lighting, define parking areas, storm sewer, signage, etc. These items had been con- sidered by the Housing and Redevelopment Authority and were con- sidered to be an integral part of the overall plan. To the best of my knowledge, this concept has not been presented to the City Council and can best be classified as an "oops" . Work proposed to be completed would be assessed back to benefitting property with the property owners involved being required to dedicate the land to the City to carry out such construction. This concept, dedi- cation of lands necessary to build the parking area, is exactly the same as was consummated for the Riviera, across the old Hanus property, and Colonial Center. The proposal differs from Pauly/Pony/ Przymus wherein the City took the initiative and forced the acquisition and included such acquisition costs as a part of the project. Again, approval of the bids for construction as well as the authorization for the bond sale (separate item in this packet) should be conditioned upon the property owners involved deeding the property to the City and, further, conditioned upon their executing a special assessment waiver which would provide them with no right to object to special assessments or the completion of the project. 1 I -• .' : . .,l,. PLANNING TRANSPORTATION ,. ENGINEERING 1 '•._L.� ARCHITECTURE I BENNET. RINGROSE, WCLSFELD, JARVIS. GARDNER, INC. .ThRESHER SQUARE• 700 THIRD ST. SO. • MINNEAPOLIS, MN .5E415-Pk;612;370. 30 FAX:612/370.1378 October 6, 1988 1 City of Chanhassen - 690 Coulter Drive IChanhassen, MN 55317 _ Attn: Mr. Gary Warren, PE City Engineer IIRE: Contract Award - Downtown Redevelopment Project Phase II II City Project 86-11B Dear Mr. Warren: IIWe have reviewed the bid proposals for the subject project that were opened on Monday, October 3, 1988. The bids received are listed below: 1 Bidder Submitted Bid Corrected Bid Midwest Asphalt Corporation $613,140,46 $643,428.33 I Shafer Contracting Company, Inc. $657,861.80 $658,261.80 Wm. Mueller & Sons, Inc. $661,098.65 $664,288.65 Hardrives, Inc. $708,795.08 No Error IAlexander Construction Company, Inc. $810,293.38 $810,191.38 The low bidder, Midwest Asphalt, had a substantial summation error under Bid Schedule B - Roadway, The errors did not affect the ranking of the bids. The low bid was 2.1 percent above the engineer's g s estimate of $630,000.00. II Despite the large difference between the high and low bids, the three low bids were within 3.2 percent of each other and reasonably close to the engineer's estimate. We, therefore, feel that the bid was in order and recommend that the IIcontract be awarded to the low bidder, Midwest Asphalt. Midwest Asphalt proposes to use the following subcontractors in the execution of the contract. I Work Item • Subcontractor I Excavation Busse Excavating Utility Work Widmer, Inc. Concrete Work . Ario Painting Triple A Landscaping Noble Nursery Electrical Work Electrical Service _ 1 DAVID)BENNETT DONALD RINGROSE RICnARC2Wp1.5FE40 PETER E.JARVIS LAWRENCE)GARDNER TMOMAS F CARROLL C.IAIGA.AMhNCSEN DONALD E HUNT MARK 0.SWENSO,N JOHN B.McNAMARA RICHARD 0,Pu_GRIm GALE t`L BECKMANN DENNIS].5'JTLIFF MINNEAPOLIS Si PETERSBURG DENVER TUCSON PHOENIX •=` !1• 1 Mr. Gary Warren ; October 6, 1988 Page 2 Midwest Asphalt, and most of the subcontractors, have worked in Chanhassen recently so their performance potential is known and they understand the City's requirements. I expect that they will successfully complete this project with a minimum of disruption to the residents and businesses in the area. The attached plan sheets (33 through 36) reflect changes requested since Council approval last June. These changes consist of the lighting for the bowling alley and Dinner Theatre parking lots, the bituminous overlay of the Dinner Theatre parking lot, and the construction of parking lots for the proposed hotel site. An additional item that possibly needs clarification is Bid Alternate #2, the second fountain for the pond. This fountain was included as bid alternate because of the uncertaintly of its need. Whether or not the fountain will be required is dependant on water quality issues that cannot be determined until late in the project. No decision needs to be made on Bid Alternate #2 at this , time. The specified construction schedule requires that utilities, road core earth- work, curb and bituminous be completed by June 16, 1989. The remainder of construction is scheduled to be completed by October 12, 1989. Construction can commence any time following award of contract. If I can offer further clarification or information, please let me know. Sincerely, ENNETT-RIN,<OSE-WOLSFELD-JARVIS-GARDNER, INC. if Phillip Bergem, PG8/sk Enclosures File 7-8708 • 1 I 1 •,- _ -- - -.- .a..n,;.:Yj:.. �•i +iiy.....,w•...r�.il'.i.tiB.rw:ds.:A.Lliltsf ■s I i MI - MI - �.. MI - MI • MI r • r N -• MI DRS,' FILE: 7-87Ce 10/04/88 BID TAB SUMMARY SHEET CHANHASSEN DOWNTOWN REDEVELOPMENT PROJECT PHASE II BID # CONTRACTOR SCHEDULE A SCHEDULE B SCHEDULE C SCHEDULE D SCHEDULE E SCHEDULE F 1 ENGINEER'S ESTIMATE 102450.00 188813.50 66147.00 25807.10 33957.00 70114.00 2 MIDWEST ASPHALT CORPORATION 99865.00 180029.55 57953.80 21605.78 46562.00 72259.50 3 Wm. MUELLER & SONS, INC. 142840.25 187583.70 52977.00 19525.80 33647.00 62565.00 4 SHAFER CONTRACTING CO., INC. 133836.25 184889.00 64593.00 22419.00 32911.00 62565.00 5 HARDRIVES, INC. 132688.65 218034.85 59319.90 18564.63 28656.80 69640.00 6 ALEXANDER CONSTRUCTION CO. INC 195221.29 237437.06 77245.88 23978.05 33571.21 66840.85 ■ TOTAL BID # CONTRACTOR SCHEDULE G SCHEDULES A-G ■ 1 ENGINEER'S ESTIMATE 84903.50 572192.10 2 MIDWEST ASPHALT CORPORATION 103914.20 582189.83 3 Wm. MUELLER & SONS, INC. 92715.30 591854.05 4 SHAFER CONTRACTING CO. , INC. 92715.30 593928.55 5 HARDRIVES, INC. 102173.00 629077.83 ,_ - 6 ALEXANDER CONSTRUCTION CO. INC 101017.86 735312.20 ALTERNATE SCHEDULE SUMMARY TOTAL BID # CONTRACTOR ALTERNATE H ALTERNATE I SCHEDULES A-I 1 ENGINEER'S ESTIMATE 56979.50 4000.00 633171.60 2 MIDWEST ASPHALT CORPORATION 54938.50 6300.00 643428.33 3 Wm. MUELLER & SONS, INC. 66634.60 5800.00 664288.65 4 SHAFER CONTRACTING CO., INC. 58533.25 5800.00 658261.80 5 HARDRIVES, INC. 73317.25 6400.00 708795.08 6 ALEXANDER CONSTRUCTION CO. INC 68459.18 6420.00 810191.38 BID SCHEDULE A - GENERAL WORK ITEM NO./ CONTRACT ENGINEER'S ESTIMATE MIDWEST ASPHALT CORPO Wm. MUELLER & SONS, I MNDOT NO. ITEM UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT 1/ MOBILIZATION LS 1.00 5000.00 5000.00 10000.00 10000.00 25000.00 25000.00 2021.501 2/ CLEAR AND GRUB ROADWAYS LS 1.00 2000.00 2000.00 2000.00 2000.00 4500.00 4500.00 2101.511 3/ REMOVE CONCRETE PIPE LF 403.00 5.00 2015.00 4.50 1813.50 4.50 1813.50 2104.501 4/ REMOVE PVC PIPE LF 574.00 5.00 2870.00 5.50 3157.00 4.50 2583.00 2104.501 5/ REMOVE WATER MAIN LF 540.00 5.00 2700.00 4.50 2430.00 4.50 2430.00 2104.501 6/ REMOVE CURB AND GUTTER LF 2625.00 2.00 5250.00 1.50 3937.50 2.25 5906.25 2104.501 7/ REMOVE BITUMINOUS SY 6250.00 0.80 5000.00 0.75 4687.50 1.25 7812.50 2104.505 PAVEMENT 8/ REMOVE CONC. D/W SY 100.00 5.00 500.00 2.50 250.00 1.25 125.00 2104.505 PAVEMENT 9/ REMOVE TRENCH PAVEMENT SY 210.00 1.50 315.00 2.50 525.00 2.25 472.50 2104.505 10/ REMOVE MANHOLE EA 5.00 300.00 1500.00 275.00 1375.00 250.00 1250.00 2104.509 11/ REMOVE CATCH BASIN EA 6.00 200.00 1200.00 225.00 1350.00 200.00 1200.00 2104.509 12/ REMOVE GATE VALVE & BOX EA 5.00 150.00 750.00 • 165.00 825.00 150.00 750.00 2104.509 13/ SALVAGE HYDRANTS EA 2.00 500.00 1000.00 275.00 .. 550.00 250.00 500.00 2104.523 14/ SALVAGE CASTING EA 11.00 150.00 1650.00 22.00 242.00 20.00 220.00 2104.523 15/ MILL BITUMINOUS SURFACE SY 2050.00 1.00 2050.00 1.00 2050.00 1.25 2562.50 0104.604 (2") 16/ COMMON EXCAVATION CY 3900.00 1.50 5850.00 1.50 5850.00 3.50 13650.00 2105.501 17/ SUBGRADE EXCAVATION CY 5800.00 1.50 8700.00 1.50 8700.00 3.50 20300.00 2105.507 18/ COMMON CHANNEL EXCAVATIONY 23700.00 1.80 42660.00 • 1.60 37920.00 1.45 34365.00 2105.511 19/ GRANULAR BORROW (CV) CY 700.00 5.00 3500.00 7.50 5250.00 10.50 7350.00 2105.521 20/ COMMON BORROW (CV) CY 500.00 3.00 1500.00 6.00 3000.00 10.50 5250.00 2105.523 21/ WATER MGAL 10.00 10.00 100.00 10.00 100.00 25.00 250.00 2130.50/ 22/ PERMANENT BARRICADES LF 24.00 60.00 1440.00 35.00 840.00 31.25 750.00 2554.505 23/ TRAFFIC CONTROL (CITY) LS 1.00 2000.00 2000.00 1200.00 1200.00 1500.00 1500.00 0563.601 24/ BALg CHECK EA 50.00 8.00 400.00 3.25 162.50 6.00 300.00 2573.501 aill 11111 ■■E ME OM - w - - OM MI NM ME E NM - - - an r r r r r r -r 11111 r 1 r i. - 1 - - - -- r 1111 25/ SILT FENCE LF 1000.00 2.50 2500.00 1.65 1650.00 2.00 2000.00- 2573.503 SUBTOTALS: 102450.00 99865.00 142840.25 a' BID SCHEDULE A - GENERAL WORK (continued) ITEM NO./ CONTRACT SHAFER CONTRACTING CO HARDRIVES, INC. ALEXANDER CONSTRUCTIO MNDOT NO. ITEM UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT 1/ MOBILIZATION L5 1.00 15000.00 15000.00 10000.00 10000.00 40000.00 40000.00 2021.501 2/ CLEAR AND GRUB ROADWAYS LS 1.00 5000.00 5000.00 1500.00 1500.00 4000.00 4000.00 2101.511 3/ REMOVE CONCRETE PIPE LF 403.00 8.00 3224.00 8.80 3546.40 9.52 3836.56 2104.501 4/ REMOVE PVC PIPE LF 574.00 6.00 3444.00 5.50 3157.00 9.52 5464.48 2104.501 5/ REMOVE WATER MAIN LF 540.00 6.00 3240.00 6.60 3564.00 7.38 3985.20 2104.501 6/ REMOVE CURB AND GUTTER LF 2625.00 1.75 4593.75 1.75 4593.75 3.50 9187.50 2104.501 . 7/ REMOVE BITUMINOUS SY 6250.00 1.25 7812.50 0.75 4687.50 2.00 12500.00 2104.505 PAVEMENT 8/ REMOVE CONC. D/W SY 100.00 4.50 450.00 8.00 600.00 5.00 500.00 2104.505 PAVEMENT 9/ REMOVE TRENCH PAVEMENT SY 210.00 8.00 1680.00 12.00 2520.00 '3.00 630.00 2104.505 1 10/ REMOVE MANHOLg EA 5.00 175.00 875.00 275.00 1375.00 222.13 1110.65 2104.509 11/ REMOVE CATCH BASIN EA 6.00 175.00 1050.00 220.00 1320.00 222.13 1332.78 2104.509 12/ REMOVE GATE VALVE & BOX EA 5.00 100.00 500.00 140.00 700.00 133.32 666.60 2104.509 13/ SALVAGE HYDRANTS EA 2.00 400.00 800.00 330.00 660.00 222.13 444.26 2104.523 14/ SALVAGE CASTING EA 11.00 150.00 1650.00 165.00 1815.00 66.66 733.26 2104.523 15/ MILL BITUMINOUS SURFACE SY 2050.00 1.50 3075.00 2.00 4100.00 2.50 5125.00 ' 0104.604 (2") 16/ COMMON EXCAVATION CY 3900.00 2.00 7800.00 2.15 8385.00 2.50 9750.00 2105.501 17/ SUBGRADE EXCAVATION CY 5800.00 2.00 11600.00 2.15 12470.00 2.50 14500.00 2105.507 18/ COMMON CHANNEL 'EXCAVATIOUY 23700.00 2.00 47400.00 2.15 50955.00 2.85 67545.00 2105.511 19/ GRANULAR BORROW (CV) CY 700.00 7.00 4900.00 9.00 6300.00 7.50 5250.00 2105.521 20/ COMMON BORROW (CV) CY 500.00 7.00 3500.00 9.00 4500.00 3.00 1500.00 2105.523 21/ WATER MGAL 10.00 15.00 150.00 15.00 150.00 12.00 120.00 2130.501 22/ PERMANENT BARRICADES LF 24.00 33.00 792.00 35.00 840.00 35.00 840.00 2554.505 23/ TRAFFIC CONTROL (CITY) LS 1.00 2000.00 2000.00 1500.00 1500.00 4000.00 4000.00 0563.601 24/ BALE CHECK EA 50.00 6.00 300.00 5.00 250.00 4.00 200.00 2573.501 25/ SILT FENCE LF 1000.00 3.00 3000.00 3.00 3000.00 2.00 2000.00 2573.503 SUBTOTALS: 133836.25 132688.65 195221.29 BID SCHEDULE B - ROADWAY ITEM NO./ CONTRACT ENGINEER'S ESTIMATE MIDWEST ASPHALT CORPO Wm. MUELLER & SONS, I MNDOT NO. ITEM UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT 1/ AGGREGATE BASE PLACED TON 5220.00 7.50 39150.00 5.81 30328.20 6.25 32625.00 2211.503 CLASS 5 2/ BITUMINOUS MATERIAL FOR TON 67.00 150.00 10050.00 135.00 9045.00 140.00 9380.00 2331.504 MIXTURE 3/ BASE COURSE MIXTURE TON 1470.00 10.50 15435.00 8.90 13083.00 12.25 18007.50 2331.514 4/ BITUMINOUS MATERIAL FOR TON 192.00 150.00 28800.00 135.00 25920.00 140.00 26880.00 2341.504 MIXTURE 5/ WEARING COURSE MIXTURE TON 3200.00 11.50 36800.00 10.95 35040.00 12.95 41440.00 2341.508 6/ BITUMINOUS DRIVEWAY SY 92.00 1.25 115.00 20.50 1886.00 10.50 966.00 0341.605 RESTORATION 7/ BITUMINOUS MATERIAL FOR GAL 1630.00 1.00 1630.00 1.00 1630.00 1.00 1630.00 2357.502 TACK COAT 8/ CONC. CURB & GUTTER LF 3800.00 5.50 20900.00 5.75 21850.00 4.75 18050.00 2531.501 DESIGN B612 9/ CONC. CURB & GUTTER, LF 1185.00 6.00 7110.00 6.50 ..7702.50 7.50 8887.50 2531.501 DESIGN 8618M 10/ CONC. CURB & GUTTER LF 1780.00 5.50 9790.00 7.75 13795.00 6.50 11570.00 2531.501 DESIGN S51B 11/ CONC. CURB, DESIGN V LF 620.00 5.00 3100.00 8.75 5425.00 5.75 3565.00 2531.501 12/ 7" CONC. DRIVEWAY SY 367.00 27.00 9909.00 21.75 7982.25 24.00 8808.00 2531.507 PAVEMENT 13/ FURNISH & INSTALL SIGN SF 93.00 20.00 1860.00 22.00 2046.00 20.00 1860.00 2564.531 PANELS TYPE C 14/ 4" SOLID LINE WHITE PAINQF 8300.00 0.25 2075.00 0.23 1909.00 0.21 1743.00 0564.603 15/ 4" DOUBLE SOLID LINE LF 2230.00 0.50 1115.00 0.47 1048.10 0.42 936.60 0564.603 YELLOW PAINT 16/ 4" BROKEN LINE YELLOW LF 250.00 0.25 62.50 0.23 57.50 0.21 52.50 0564.603 PAINT 17/ 24" SOLID LINE WHITE LF 140.00 0.80 112.00 1.80 252.00 1.64 229.60 0564.603 PAINT 18/ 24" SOLID LINE YELLOW LF 125.00 0.80 100.00 1.80 225.00 1.64 205.00 _ 0564.603 PAINT 19/ PAVEMENT MESSAGE TYPE I EA 4.00 70.00 280.00 70.00 280.00 63.00 252.00 0564.602 TURN 20/ PAVEMENT MESSAGE TYPE ILEA 4.00 90.00 360.00 120.00 480.00 115.00 460.00 . 0564.602 RR CROSSING MN - MI MI OM • OM OM OM NM I - N E OM - MN r S no ow mg MI - - OM - MI - - MB - - r - - UM 21/ PARKING LOT ARROW EA 3.00 20.00 60.00 15.00 45.00 12.00 36.00 - 0564.602 SUBTOTALS: 188813.50 160029.55 187583.70 BID SCHEDULE B - ROADWAY (continued) ITEM NO./ CONTRACT SHAFER CONTRACTING CO HARDRIVES, INC. ALEXANDER CONSTRUCTIO MNDOT NO. ITEM UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT 1/ AGGREGATE BASE PLACED TON 5220.00 6.25 32625.00 11.00 57420.00 7.85 40977.00 2211.503 CLASS 5 2/ BITUMINOUS MATERIAL FOR TON 67.00 135.00 9045.00 140.00 9380.00 146.00 9782.00 2331.504 MIXTURE 3/ BASE COURSE MIXTURE TON 1470.00 8.90 13083.00 11.00 16170.00 13.70 20139.00 2331.514 4/ BITUMINOUS MATERIAL FOR TON 192.00 135.00 25920.00 140.00 26880.00 146.00 28032.00 2341.504 MIXTURE 5/ WEARING COURSE MIXTURE TON 3200.00 10.95 35040.00 11.00 35200.00 16.85 53920.00 2341.508 6/ BITUMINOUS DRIVEWAY SY 92.00 20.50 1886.00 10.00 920.00 20.00 1840.00 0341.605 RESTORATION 7/ BITUMINOUS MATERIAL FOR GAL 1630.00 1.00 1630.00 1.00 1630.00 1.00 1630.00 2357.502 TACK COAT 8/ CONC. CURB & GUTTER LF 3800.00 7.00 26600.00 6.75 25650.00 8.90 33820.00 2531.501 DESIGN 8612 9/ CONC. CURB & GUTTER, LF 1185.00 5.00 5925.00 6.05 7169.25 8.25 9776.25 2531.501 DESIGN B618M 10/ CONC. CURB & GUTTER LF 1700.00 6.00 10680.00 9.35 16643.00 B.25 14685.00 2531.501 DESIGN S51B 11/ CONC. CURB, DESIGN V LF 620.00 8.00 4960.00 9.35 5797.00 - 14.50 8990.00 2531.501 ,• 12/ 7" CONC. DRIVEWAY SY 367.00 25.00 9175.00 24.00 8808.00 21.00 7707.00 2531.507 PAVEMENT 13/ FURNISH & INSTALL SIGN SF 93.00 40.00 3720.00 22.00 2046.00 21.40 1990.20 2564.531 PANELS TYPE C 14/ 4" SOLID LINE WHITE PAINQF 8300.00 0.25 2075.00 0.23 1909.00 0.22 1626.00 0564.603 15/ 4" DOUBLE SOLID LINE LF 2230.00 0.50 1115.00 0.47 1048.10 0.45 1003.50 0564.603 YELLOW PAINT 16/ 4" BROKEN LINE YELLOW LF 250.00 0.25 62.50 0.23 57.50 0.22 55.00 0564.603 PAINT 17/ 24" SOLID LINE WHITE LF 140.00 1.50 210.00 1.80 252.00 1.75 245.00 0564.603 PAINT 18/ 24" SOLID LINE YELLOW LF 125.00 1.50 187.50 1.80 225.00 1.75 218.75 0564.603 PAINT 19/ PAVEMENT MESSAGE TYPE I EA 4.00 100.00 400.00 70.00 280.00 67.41 269.64 0564.602 TURN 20/ PAVEMENT MESSAGE TYPE IIEA 4.00 100.00 400.00 127.00 508.00 123.05 492.20 0564.602 RR CROSSING 21/ PARKING LOT ARROW EA 3.00 50.00 150.00 14.00 42.00 12.84 38.52 0564.602 SUBTOTALS: 184889.00 218034.85 237437.06 BID SCHEDULE C - STORM SEWER ITEM NO./ CONTRACT ENGINEER'S ESTIMATE MIDWEST ASPHALT CORPO Wm. MUELLER & SONS, I MNDOT NO. ITEM UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT 1/ GRANULAR BACKFILL (CV) CY 390.00 8.00 3120.00 7.70 3003.00 7.00 2730.00 2451.503 2/ GRANULAR BEDDING (CV) CY 270.00 8.00 2160.00 13.20 3564.00 12.00 3240.00 2451.507 3/ 15" RC PIPE APRON W/TRASBA 2.00 425.00 850.00 385.00 770.00 350.00 700.00 2501.515 GUARD 4/ 18" RC PIPE APRON W/TRASBA 2.00 450.00 900.00 330.00 660.00 380.00 760.00 2501.515 GUARD 5/ 21" RC PIPE APRON W/TRASBA 1.00 500.00 500.00 495.00 495.00 450.00 450.00 2501.515 GUARD 6/ 30" RC PIPE APRON W/TRASBA 1.00 900.00 900.00 710.00 710.00 650.00 650.00 2501.515 GUARD 7/ 36" RC PIPE APRON W/TRASBA 2.00 1000.00 2000.00 1760.00 3520.00 1600.00 3200.00 2501.515 GUARD 8/ 4" PERFORATED PVC PIPE LF 390.00 12.00 4680.00 6.60 2574.00 6.00 2340.00 2502.541 DRAIN 9/ 12" RC PIPE SEWER DESIGNLF 367.00 18.00 6606.00 18.70 6862.90 17.00 6239.00 2503.511 3006 CL III 10/ 15" RC PIPE SEWER DESIGNLF 282.00 20.00 5640.00 19.80 5583.60 18.00 5076.00 2503.511 3006 CL III ■ 11/ 18" RC PIPE SEWER DESIGNLF 134.00 22.00 2948.00 20.70 2773.80 19.00 2546.00 2503.511 3006 CL III 12/ 21" RC PIPE SEWER DESIGNLF 242.00 24.00 5808.00 •24.00 5808.00 22.00 5324.00 2503.511 3006 CL III ' 13/ 24" PIPE SEWER DESIGN LF 18.00 25.00 450.00 25.00 450.00 23.00 414.00 2503.511 3006 CL III 14/ 30" RC PIPE SEWER DESIGNLF 40.00 30.00 1200.00 30.00 1200.00 28.00 1120.00 2503.511 3006 CL III 15/ 36" RC PIPE SEWER DESIGNLF 40.00 42.00 1680.00 44.00 1760.00 40.00 1600.00 2503.511 3006 CL III 16/ 36" SPAN RC PIPE - ARCH LF 40.00 50.00 2000.00 47.00 1880.00 43.00 1720.00 2503.521 SEWER CL III 17/ LOWER EXISTING 24" RCP LF 78.00 15.00 1170.00 11.00 858.00 10.00 780.00 0503.602 18/ CONSTRUCT MANHOLES DESIGNA 2.00 1200.00 2400.00 930.00 1860.00 850.00 1700.00 2506.506 A OR F 19/ CONSTRUCT MANHOLES DESIG8A 1.00 1000.00 1000.00 930.00 930.00 850.00 850.00 2506.506 48-4020 20/ CONSTRUCT MANHOLES DESIGNA 1.00 1800.00 1800.00 1210.00 1210.00 1100.00 1100.00 2506.606 60-4020 21/ CONSTRUCT CATCH BASIN EA 12.00 900.00 10800.00 660.00 7920.00 600.00 7200.00 2506.509 TYPE 2' X 3' 22/ CONSTRUCT CATCH BASIN EA 1.00 700.00 700.00 660.00 660.00 600.00 600.00 2506.509 DESIGN C OR G 23/ CONSTRUCT CATCH BASIN EA 1.00 1000.00 1000.00 770.00 770.00 700.00 700.00 2506.509 48" ROUND 24/ CONNECT INTO EXISTING EA 2.00 300.00 600.00 275.00 550.00 250.00 500.00 0506.602 STORM SEWER - NM M - - ME OM RN I - E r N - NM - In MO MI 1 1 1 1 1 1 1 1 ' - 1 - 1111 it 1111 r N V 1 _1111 1 25/ RANDOM RIPRAP CLASS II CY 20.00 50.00 1000.00 22.00 440.00 20.00 400.00 2511.501 26/ GEOTEXTILE FILTER SY 94.00 2.50 235.00 2.25 211.50 2.00 168.00 2511.515 27/ OUTLET CONTROL STRUCTURELS 1.00 4000.00 4000.00 930.00 930.00 850.00 850.00 0411.601 SUBTOTALS: 66147.00 57953.80 52977.00 BID SCHEDULE C - STORM SEWER (continued) ITEM NO./ CONTRACT SHAFER CONTRACTING CO HARDRIVES, INC. ALEXANDER CONSTRUCTIO MNDOT NO. ITEM UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT 1/ GRANULAR BACKFILL (CV) CY 390.00 9.00 3510.00 6.60 2574.00 10.70 4173.00 2451.503 2/ GRANULAR BEDDING (CV) CY 270.00 9.00 2430.00 6.60 1782.00 10.70 2889.00 2451.507 • 3/ 15" RC PIPE APRON W/TRASBA 2.00 460.00 920.00 415.00 830.00 521.41 1042.82 2501.515 GUARD 4/ 18" RC PIPE APRON W/TRASBA 2.00 510.00 1020.00 440.00 880.00 567.42 1134.84 2501.515 GUARD 5/ 21" RC PIPE APRON W/TRASRA 1.00 660.00 660.00 660.00 660.00 742.47 742.47 2501.515 GUARD 6/ 30" RC PIPE APRON W/TRAS8A 1.00 990.00 990.00 1020.00 1020.00 1072.68 1072.68 2501.515 GUARD 7/ 36" RC PIPE APRON W/TRASBA 2.00 1300.00 2600.00 1320.00 2640.00 1395.60 2791.20 2501.515 GUARD 8/ 4" PERFORATED PVC PIPE LF 390.00 7.00 2730.00 9.50 3705.00 14.02 5467.80 2502.541 DRAIN 9/ 12" RC PIPE SEWER DESIGNLF 367.00 19.00 6973.00 16.00 5872.00 19.90 7303.30 2503.511 3006 CL III 10/ 15" RC PIPE SEWER DESIGNLF 282.00 21.00 5922.00 17.30 4878.60 21.29 6003.78 2503.511 3006 CL III 11/ 18" RC PIPE SEWER DESIGNLF 134.00 23.00 3082.00 18.70 2505.80 23.22 3111.48 2503.511 3006 CL III 12/ 21" RC PIPE SEWER DESIGNLF 242.00 25.00 6050.00 21.50 5203.00 24.72 5982.24 2503.511 3006 CL III 13/ 24" PIPE SEWER DESIGN LF 18.00 26.00 468.00 26.00 468.00 26.32 473.76 2503.511 3006 CL III 14/ 30" RC PIPE SEWER DESIGNLF 40.00 32.00 1280.00 32.00 1280.00 32.21 1288.40 2503.511 3006 CL III 15/ 36" RC PIPE SEWER DESIGNLF 40.00 41.00 1640.00 41.00 1640.00 43.23 1729.20 2503.511 3006 CL III 16/ 36" SPAN RC PIPE - ARCH LF 40.00 45.00 1800.00 46.00 1840.00 50.40 2016.00 2503.521 SEWER CL III 17/ LOWER EXISTING 24" RCP LF 78.00 12.00 936.00 8.80 686.40 23.86 1861.08 0503.602 18/ CONSTRUCT MANHOLES DESIGSA 2.00 1200.00 2400.00 770.00 1540.00 1053.95 2107.90 2506.506 A OR F 19/ CONSTRUCT MANHOLES DESIGSA 1.00 1200.00 1200.00 950.00 950.00 1151.11 1151.11 2506.506 48-4020 20/ CONSTRUCT MANHOLES DESIGNA 1.00 1600.00 1600.00 1320.00 1320.00 1941.30 1941.30 2506.606 60-4020 21/ CONSTRUCT CATCH BASIN EA 12.00 700.00 8400.00 770.00 9240.00 860.28 10323.36 2506.509 TYPE 2' X 3' 22/ CONSTRUCT CATCH BASIN EA 1.00 900.00 900.00 950.00 950.00 1028.38 1028.38 2506.509 DESIGN C OR G 23/ CONSTRUCT CATCH BASIN EA 1.00 900.00 900.00 950.00 950.00 1028.38 1028.38 2506.509 48" ROUND 24/ CONNECT INTO EXISTING EA 2.00 300.00 600.00 220.00 440.00 222.13 444.26 0506.602 STORM SED7aR 25/ RANDOM RIPRAP CLASS II CY 20.00 40.00 800.00 33.00 660.00 46.44 928.80 2511.501 26/ GEOTEXTILE FILTER SY 94.00 3.00 282.00 1.65 155.10 2.25 211.50 • 2511.515 27/ OUTLET CONTROL STRUCTURELS 1.00 4500.00 4500.00 4650.00 4650.00 8997.84 8997.84 0411.601 SUBTOTALS: 64593.00 59319.90 77245.88 BID SCHEDULE D - SANITARY SEWER ITEM NO./ CONTRACT ENGINEER'S ESTIMATE MIDWEST ASPHALT CORPO Wm. MUELLER & SONS, I MNDOT NO. ITEM UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT 1/ 10" PVC, 0' - 10' DEPTH LF 723.00 17.00 12291.00 15.20 10989.60 14.00 10122.00 2/ 10" PVC, 10' - 12' DEPTHLF 90.00 18.00 1620.00 15.20 1368.00 14.00 1260.00 3/ STD. MANHOLE 48" DIA. EA 6.00 1300.00 7800.00 1050.00 6300.00 950.00 5700.00 10' DEPTH 4/ EXTRA M.H. DEPTH OVER 1OLF 3.23 70.00 226.10 66.00 213.18 60.00 193.80 5/ CRUSHED ROCK PIPE BEDDINGON 60.00 20.00 1200.00 13.10 786.00 8.00 480.00 6/ CONNECT TO EXISTING SAN.EA 2.00 300.00 600.00 275.00 550.00 250.00 500.00 SEWER 7/ 6" PVC SEWER SERVICE LF 80.00 13.50 1080.00 8.20 .. 656.00 7.50 600.00 8/ 10" X 6" PVC WYE EA 2.00 50.00 100.00 55.00 110.00 50.00 100.00 9/ 6" PVC PLUG EA 3.00 30.00 90.00 11.00 33.00 10.00 30.00 10/ ADJUST FRAME AND RING EA 4.00 200.00 800.00 150.00 600.00 135.00 540.00 CASTING SUBTOTALS: 25807.10 21605.78 19525.80 • BID SCHEDULE D - SANITARY SEWER (continued) ITEM NO./ CONTRACT SHAFER CONTRACTING CO HARDRIVES, INC. ALEXANDER CONSTRUCTIO MNDOT NO. ITEM UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT 1/ 10" PVC, 0' - 10' DEPTH LF 723.00 12.00 8676.00 12.00 8676.00 16.80 12146.40 2/ 10" PVC, 10' - 12' DEPTHLF 90.00 14.00 1260.00 13.20 1188.00 17.55 1579.50 3/ STD. MANHOLE 48" DIA. EA 6.00 1400.00 8400.00 990.00 5940.00 1220.55 7323.30 10' DEPTH ' 4/ EXTRA M.H. DEPTH OVER IOLF 3.23 100.00 323.00 61.00 197.03 81.64 263.70 5/ CRUSHED ROCK PIPE BEDDINGON 60.00 15.00 900.00 9.50 570.00 7.28 436.80 6/ CONNECT TO EXISTING SAN.EA 2.00 350.00 700.00 220.00 440.00 222.13 444.26 SEWER 7/ 6" PVC SEWER SERVICE LF 80.00 15.00 1200.00 9.90 792.00 12.52 1001.60 - 111111 MI IIIIII 11111 MN - - MR NM MI - - IIIIIIII I • 1 MI MI IIIIIIII MO IIIIII MII NIIIII IIIM IIII NM IIIII N MN -- - MN 8/ 10" X 6" PVC WYE EA 2.00 100.00 200.00 61.00 122.00 89.13 178.26 ' 9/ 6" PVC PLUG EA 3.00 20.00 60.00 13.20 39.60 16.37 49.11 10/ ADJUST FRAME AND RING EA 4.00 175.00 700.00 150.00 600.00 138.78 555.12 CASTING SUBTOTALS: 22419.00 18564.63 23978.05 BID SCHEDULE E - WATER MAIN ITEM NO./ CONTRACT ENGINEER'S ESTIMATE MIDWEST ASPHALT CORPO Wm. MUELLER & SONS, I MNDOT NO. ITEM UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT 1/ 6" DUCTILE IRON PIPE LF 170.00 15.00 2550.00 19.00 3230.00 18.00 3060.00 2/ 8" DUCTILE IRON PIPE LF 30.00 17.00 510.00 22.00 660.00 20.00 600.00 3/ 10" DUCTILE IRON PIPE LF 802.00 20.00 16040.00 24.00 19248.00 22.00 17644.00 4/ 6" GATE VALVE EA 6.00 450.00 2700.00 410.00 2460.00 375.00 2250.00 5/ 8" GATE VALVE EA 1.00 600.00 600.00 495.00 495.00 450.00 450.00 6/ 10" GATE VALVE EA 3.00 750.00 2250.00 685.00 2055.00 625.00 1875.00 7/ 6" M.J. HYDRANT EA 3.00 1100.00 3300.00 930.00 2790.00 850.00 2550.00 8/ 6" M.J. PLUG EA 3.00 30.00 90.00 22.00 66.00 20.00 60.00 9/ 8" M.J. PLUG EA 1.00 50.00 50.00 22.00 22.00 20.00 20.00 10/ 10" X 6" TEE EA 6.00 210.00 1260.00 250.00 1500.00 230.00 1380.00 11/ 10" X 8" TEE EA 1.00 310.00 310.00 250.00 250.00 230.00 230.00 12/ 10" - BEND, 90 DEGREES EA 1.00 215.00 215.00 160.00 160.00 150.00 150.00 13/ 10" - BEND, 45. DEGREES EA 1.00 190.00 190.00 160.00 160.00 150.00 150.00 14/ 10" - BEND, 22-1/2 EA 3.00 190.00 570.00 160.00 480.00 150.00 450.00 DEGREES 15/ 10" - BEND, 11-1/14 EA 1.00 190.00 190.00 160.00 160.00 150.00 150.00 DEGREES 16/ 3" RIGID INSULATION SF 44.00 3.00 132.00 220.00 9680.00 2.00 88.00 17/ CONNECT TO EXISTING 10" EA 2.00 200.00 400.00 495.00 990.00 450.00 900.00 WATER MAIN 18/ CRUSHED ROCK PIPE BEDDINGON 80.00 20.00 1600.00 13.20 1056.00 8.00 640.00 19/ ADJUST VALVE BOX EA 10.00 100.00 1000.00 110.00 1100.00 100.00 1000.00 SUBTOTALS: 33957.00 46562.00 33647.00 ' BID SCHEDULE E - WATER MAIN (continued) ITEM NO./ CONTRACT SHAFER CONTRACTING CO HARDRIVES, INC. ALEXANDER CONSTRUCTIO MNDOT NO. ITEM UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT 1/ 6" DUCTILE IRON PIPE LF 170.00 15.00 2550.00 12.10 2057.00 14.98 2546.60 2/ 8" DUCTILE IRON PIPE LF 30.00 17.00 510.00 15.00 450.00 17.76 532.80 3/ 10" DUCTILE IRON PIPE LF 802.00 19.00 15238.00 16.50 13233.00 20.87 16737.74 4/ 6" GATE VALVE EA 6.00 400.00 2400.00 385.00 2310.00 352.46 2114.76 5/ 8" GATE VALVE EA 1.00 500.00 500.00 500.00 500.00 482.78 482.78 6/ 10" GATE VALVE EA 3.00 700.00 2100.00 690.00 2070.00 669.93 2009.79 7/ 6" M.J. HYDRANT EA 3.00 1100.00 3300.00 1050.00 3150.00 1130.24 3390.72 8/ 6" M.J. PLUG EA 3.00 30.00 90.00 55.00 165.00 77.90 233.70 • 9/ 8" M.J. PLUG EA 1.00 35.00 35.00 80.00 80.00 103.15 103.15 10/ 10" X 6" TEE EA 6.00 250.00 1500.00 195.00 1170.00 266.43 1598.58 11/ 10" X 8" TEE EA 1.00 250.00 250.00 195.00 195.00 268.57 268.57 12/ 10" - BEND, 90 DEGREES EA 1.00 150.00 150.00 140.00 140.00 204.16 204.16 13/ 10" - BEND, 45 DEGREES EA 1.00 150.00 150.00 140.00 140.00 189.28 189.28 14/ 10" - BEND, 22-1/2 EA 3.00 150.00 450.00 140.00 420.00 187.57 562.71 DEGREES 15/ 10" - BEND, 11-1/14 EA 1.00 150.00 150.00 140.00 140.00 187.57 187.57 DEGREES ' 16/ 3" RIGID INSULATION SF 44.00 2.00 88.00 2.20 96.80 2.68 117.92 17/ CONNECT TO EXISTING 10" EA 2.00 450.00 900.00 165.00 330.00 298.64 597.28 WATER MAIN 18/ CRUSHED ROCK PIPE BEDDINGON 80.00 15.00 1200.00 9.50 760.00 7.2B 582.40 19/ ADJUST VALVE BOX EA 10.00 135.00 1350.00 125.00 1250.00 111.07 1110.70 SUBTOTALS: 32911.00 28656.80 33571.21 • BID SCHEDULE F - LANDSCAPING ITEM NO./ CONTRACT ENGINEER'S ESTIMATE MIDWEST ASPHALT CORPO Wm. MUELLER & SONS, I MNDOT NO. ITEM UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT 1/ MAPLE, NORWAY TREE 24.00 375.00 9000.00 390.00 9360.00 360.00 8640.00 2571.502 3-1/2" - 4" CAL. B&B 2/ MAPLE, SUGAR TREE 13.00 400.00 5200.00 400.00 5200.00 375.00 4875.00 2571.502 3-1/2" - 4" CAL. B&B 3/ MAPLE, AMUR TREE 15.00 200.00 3000.00 110.00 1650.00 100.00 1500.00 2571.502 7'-8' HGT. B&B 4/ MAPLE, AUT. FLAME TREE 10.00 210.00 2100.00 290.00 .2900.00 265.00 2650.00 2571.502 2-1/2" - 3" CAL. B&B 5/ OAK, RED TREE 3.00 375.00 1125.00 430.00 1290.00 390.00 1170.00 2571.502 3-1/2" - 4" CAL. B&B 6/ LINDEN, FAIRVIEW TREE 19.00 325.00 6175.00 395.00 7505.00 360.00 6840.00 2571.502 3-1/2" - 4" CAL. B&B 7/ SPRUCE, NORWAY B' HIGH TREE 16.00 240.00 3840.00 250.00 4000.00 225.00 3600.00 2571.501 B&B 8/ BIRCH, RIVER TREE 21.00 210.00 4410.00 225.00 4725.00 200.00 4200.00 2571.502 12' - 14' HGT. B&B 9/ SPRUCE, COLORADO 8' HIGHTREE 26.00 210.00 5460.00 195.00 5070.00 175.00 4550.00 2571.501 B&B 10/ WILLOW, NOISE TREE 7.00 170.00 1190.00 250.00 1750.00 225.00 1575.00 2571.501 2" - 2-1/2" CAL. B&B 11/ LARCH, EUROPEAN TREE 6.00 200.00 1200.00 240.00 1440.00 200.00 1200.00 2571.501 8' - 10' HGT. B&B 12/ CRABAPPLE, ROYALTY TREE 6.00 180.00 1080.00 200.00 1200.00 175.00 1050.00 2571.503 2-1/2" CAL. B&B 13/ CHERRY, DBL EUR BIRD TREE 4.00 180.00 720.00 250.00 1000.00 225.00 900.00 2571.503 2-1/2" CAL. B&B 1n/ DOGWOOD, CARDINAL SHRUB 167.00 17.00 2839.00 20.00 3340.00 15.00 2505.00 2571.505 REDOSIER 5 GAL POT 15/ DOGWOOD, SIBERIAN SHRUB 45.00 17.00 765.00 20.00 900.00 15.00 675.00 2571.505 5 GAL. POT - - - - - - - - - - - - - - - - - - all r r ■ r r r r s r r r r it r r r 1111 -111111 r 16/ SUMAC, STAGHORN SHRUB 85.00 15.00 1275.00 20.00 1700.00 15.00 1275.00 ` 2571.505 5 GAL POT 17/ JUNIPER, PFITZER SHRUB 209.00 25.00 5225.00 25.00 5225.00 20.00 4180.00 2571.504 5 GAL POT 18/ PLASTIC EDGER LF 2470.00 1.50 3705.00 1.35 3334.50 1.00 2470.00 2571.651 1/8" X 4" 19/ SEEDING, TYPE A AC 1.25 1300.00 1625.00 1100.00 1375.00 900.00 1125.00 2575.502 20/ SEEDING, TYPE B AC 2.50 1300.00 3250.00 1300.00 3250.00 950.00 2375.00 • 2575.502 21/ SOD. APPROVED TYPE SY 3400.00 1.20 4080.00 1.30 4420.00 1.15 3910.00 2575.505 22/ TRANSPLANT TREE EVERGREEIAREE 5.00 250.00 1250.00 125.00 625.00 100.00 500.00 2571.511 8" - 10" CAL. 23/ TRANSPLANT TREE TREE 8.00 200.00 1600.00 125.00 1000.00 100.00 800.00 2571.541 DECIDUOUS 3" - 7" CAL. SUBTOTALS: 70114.00 72259.50 62565.00 BID SCHEDULE F - LANDSCAPING (continued) ITEM NO./ CONTRACT SHAFER CONTRACTING CO HARDRIVES, INC. ALEXANDER CONSTRUCTIO MNDOT NO. ITEM UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT 1/ MAPLE, NORWAY TREE 24.00 360.00 8640.00 400.00 9600.00 385.20 9244.80 2571.502 3-1/2" - 4" CAL. B&B 2/ MAPLE, SUGAR TREE 13.00 375.00 4875.00 415.00 5395.00 401.25 5216.25 2571.502 3-1/2" - 4" CAL. B&B 3/ MAPLE, AMUR TREE 15.00 100.00 1500.00 110.00 1650.00 107.00 1605.00 2571.502 7'-8' HGT. B&B 4/ MAPLE, AUT. FLAME TREE 10.00 265.00 2650.00 295.00 2950.00 ' 283.55 2835.50 2571.502 2-1/2" - 3" CAL. B&B 5/ OAK, RED TREE 3.00 390.00 1170.00 430.00 1290.00 417.30 1251.90 2571.502 3-1/2" - 4" CAL. B&B 6/ LINDEN, FAIRVIEW TREE 19.00 360.00 6840.00 400.00 7600.00 385.20 7318.80 2571.502 3-1/2" - 4" CAL. B&B 7/ SPRUCE, NORWAY 8' HIGH TREE 16.00 225.00 3600.00 250.00 4000.00 240.75 3852.00 2571.501 B&B 8/ BIRCH, RIVER TREE 21.00 200.00 4200.00 220.00 4620.00 214.00 4494.00 2571.502 IT - 14' HGT. B&B 9/ SPRUCE, COLORADO B' HIGHTREE 26.00 175.00 4550.00 195.00 5070.00 187.25 4868.50 2571.501 B&B 10/ WILLOW, NOIBE TREE 7.00 225.00 1575.00 250.00 1750.00 240.75 1685.25 2571.501 2" - 2-1/2" CAL. B&B 11/ LARCH, EUROPEAN TREE 6.00 200.00 1200.00 220.00 1320.00 214.00 1284.00 2571.501 8' - 10' HGT. B&B 12/ CRABAPPLE, ROYALTY TREE 6.00 175.00 1050.00 195.00 1170.00 187.25 1123.50 2571.503 2-1/2" CAL. B&B 13/ CHERRY, DBL EUR BIRD TREE 4.00 225.00 900.00 250.00 1000.00 240.75 963.00 2571.503 2-1/2" CAL. B&B 14/ DOGWOOD, CARDINAL SHRUB 167.00 15.00 2505.00 17.50 2922.50 16.05 2680.35 2571.505 REDOSIER 5 GAL POT 15/ DOGWOOD, SIBERIAN SHRUB 45.00 15.00 675.00 17.50 787.50 16.05 722.25 2571.505 5 GAL. POT 16/ SUMAC, STAGHORN SHRUB 85.00 15.00 1275.00 17.50 1487.50 16.05 1364.25 2571.505 5 GAL POT r . ,r 17/ JUNIPER, PFITZER SHRUB 209.00 20.00 4180.00 22.00 4598.00 21.40 4472.60 2571.504 5 GAL POT 18/ PLASTIC EDGER LF 2470.00 1.00 2470.00 1.10 2717.00 1.07 2642.90 2571.651 1/8" X 4" 19/ SEEDING, TYPE A AC 1.25 900.00 1125.00 990.00 1237.50 963.00 1203.75 2575.502 20/ SEEDING, TYPE B AC 2.50 950.00 2375.00 1050.00 2625.00 1016.50 2541.25 2575.502 21/ SOD. APPROVED TYPE SY 3400.00 1.15 3910.00 1.30 4420.00 1.20 4080.00 2575.505 22/ TRANSPLANT TREE EVERGREEIREE 5.00 100.00 500.00 110.00 550.00 107.00 535.00 2571.511 8" - 10" CAL. 23/ TRANSPLANT TREE TREE 8.00 100.00 800.00 110.00 880.00 107.00 856.00 2571.541 DECIDUOUS 3" - 7" CAL. SUBTOTALS: 62565.00 69640.00 66840.85 BID SCHEDULE G - ELECTRICAL ITEM NO./ CONTRACT ENGINEER'S ESTIMATE MIDWEST ASPHALT CORPO Wm. MUELLER & SONS, I MNDOT NO. ITEM UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT 1/ SERVICE CONNECTION EA 1.00 4000.00 4000.00 4250.00 4250.00 3800.00 3800.00 2545.601 2/ SERVICE FEEDER LINE LF 25.00 5.10 127.50 5.00 125.00 4.50 112.50 2545.602 3/ FIXTURE A (COMPLETE) EA 16.00 1800.00 28800.00 2100.00 33600.00 1792.00 28672.00 2545.601 4/ FIXTURE Al (COMPLETE) EA 8.00 2300.00 18400.00 2300.00 18400.00 2042.00 16336.00 2545.601 5/ FIXTURE A2 (COMPLETE) EA 6.00 2300.00 13800.00 2900.00 17400.00 2595.00 15570.00 2545.601 6/ FIXTURE B (COMPLETE) EA 4.00 3300.00 13200.00 5500.00 22000.00 5200.00 20800.00 2545.601 7/ 2" RIGID STEEL CONDUIT LF 72.00 8.00 576.00 6.10 439.20 5.90 424.80 2545.521 8/ FOUNTAIN TYPE A - LS 1.00 6000.00 6000.00 7700.00 7700.00 7000.00 7000.00 (COMPLETE) SUBTOTALS: 84903.50 103914.20 92715.30 BID SCHEDULE G - ELECTRICAL (continued) ITEM NO./ CONTRACT SHAFER CONTRACTING CO HARDRIVES, INC. ALEXANDER CONSTRUCTIO MNDOT NO. ITEM UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT ` 1/ SERVICE CONNECTION EA 1.00 3800.00 3800.00 4200.00 4200.00 4066.00 4066.00 2545.601 2/ SERVICE FEEDER LINE LF 25.00 4.50 112.50 5.00 125.00 4.82 120.50 2545.602 - MI IIIIII 1111111 I= IIIIII Mil 1111111 1111111 IIIIII IIIIIII MO IllIl - - 11111111 ME - - m . - m m m m m m I mg gm um 11111 MI Ilia - + N ' 3/ FIXTURE A (COMPLETE) EA 16.00 1792.00 28672.00 1980.00 31680.00 1917.44 30679.04 . 2545.601 4/ FIXTURE Al (COMPLETE) EA 8.00 2042.00 16336.00 2250.00 18000.00 2247.00 17976.00 2545.601 5/ FIXTURE A2 (COMPLETE) EA 6.00 2595.00 15570.00 2850.00 17100.00 2782.00 16692.00 2545.601 6/ FIXTURE B (COMPLETE) EA 4.00 5200.00 20800.00 5725.00 22900.00 5885.00 23540.00 2545.601 7/ 2" RIGID STEEL CONDUIT LF 72.00 5.90 424.80 6.50 468.00 6.31 454.32 ' 2545.521 8/ FOUNTAIN TYPE A - LS 1.00 7000.00 7000.00 7700.00 7700.00 7490.00 7490.00 (COMPLETE) SUBTOTALS: 92715.30 102173.00 101017.86 BID ALTERNATE 1 - TH 5 CONNECTION ITEM NO./ CONTRACT ENGINEER'S ESTIMATE MIDWEST ASPHALT CORPO Wm. MUELLER & SONS, I MNDOT NO. ITEM UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT 1/ REMOVE BITUMINOUS SY 1700.00 0.80 1360.00 0.75 1275.00 1.25 2125.00 2104.505 PAVEMENT 2/ SELECT GRANULAR BORROW CY 1500.00 3.50 5250.00 6.75 10125.00 6.75 10125.00 2105.522 (CV) 3/ AGGREGATE BASE PLACED TON 1600.00 7.50 12000.00 5.81 9296.00 6.25 10000.00 2211.503 CLASS 5 4/ BITUMINOUS MATERIAL FOR TON 33.00 150.00 4950.00 135.00 4455.00 140.00 4620.00 2331.504 MIXTURE 5/ BASE COURSE MIXTURE TON 200.00 10.50 2100.00 H.90 1780.00 16.50 3300.00 2331.514 6/ BASE COURSE MIXTURE (MOUTON 500.00 10.50 5250.00 9.40 4700.00 16.50 8250.00 2331.514 7/ BITUMINOUS MATERIAL FOR TON 29.00 150.00 4350.00 135.00 3915.00 140.00 4060.00 2341.504 MIXTURE 8/ WEARING COURSE MIXTURE TON 180.00 11.50 2070.00 10.95 1971.00 18.50 3330.00 2341.508 9/ WEARING COURSE MIXTURE TON 300.00 11.50 3450.00 11.45 3435.00 18.50 5550.00 2341.508 (MOD) 10/ BITUMINOUS MATERIAL FOR GAL 570.00 1.00 570.00 1.00 570.00 1.00 570.00 2357.502 TACK COAT 11/ CONC. CURB & GUTTER LF 315.00 6.00 1890.00 6.50 2047.50 7.50 2362.50 2531.501 DESIGN B618M 12/ TRAFFIC CONTROL (TH 5) LS 1.00 2000.00 2000.00 750.00 750.00 3000.00 3000.00 0563.601 13/ FURNISH & INSTALL SIGN SF 40.75 20.00 815.00 22.00 B96.50 20.00 B15.00 2564.531 PANELS TYPE C 14/ 4" SOLID LINE WHITE PAINQF 2860.00 0.25 715.00 0.23 657.80 0.21 600.60 0564.603 15/ 4" SOLID LINE YELLOW LF 260.00 0.25 65.00 0.23 59.80 0.21 54.60 0564.603 PAINT 16/ 4" DOUBLE SOLID LINE LF 500.00 0.50 250.00 0.47 235.00 0.42 210.00 0564.603 YELLOW PAINT $ 17/ 4" BROKEN LINE WHITE LF 30.00 0.25 7.50 0.23 6.90 0.21 6.30 0564.603 PAINT 18/ 8" SOLID LINE WHITE PAINEF 300.00 0.40 120.00 0.47 141.00 0.42 126.00 0564.603 19/ 24" SOLID LINE YELLOW LF 40.00 0.80 32.00 1.80 72.00 1.64 65.60 0564.603 PAINT 20/ PAVEMENT MESSAGE TYPE I EA 3.00 70.00 210.00 70.00 210.00 63.00 189.00 0564.602 TURN 21/ SEEDING, TYPE A AC 0.25 1300.00 325.00 1100.00 275.00 900.00 225.00 2575.502 22/ SOD, APPROVED TYPE SY 2200.00 2.00 4400.00 1.30 2860.00 1.15 2530.00 2575.505 23/ FIXTURE A (COMPLETE) EA 1.00 1800.00 1800.00 2100.00 2100.00 1800.00 1800.00 2545.601 24/ MAPLE. NORWAY TREE 2.00 375.00 750.00 390.00 780.00 360.00 720.00 2575.502 3-1/2" - 4" CAL. B&B 25/ MAPLE, SUGAR TREE 3.00 400.00 1200.00 400.00 1200.00 375.00 1125.00 2571.502 3-1/2" - 4" CAL. B&B 26/ DOGWOOD, CARDINAL SHRUB 25.00 17.00 425.00 20.00 500.00 15.00 375.00 2571.505 REDOSIER 5 GAL POT 27/ JUNIPER, PFITZER SHRUB 25.00 25.00 625.00 25.00 625.00 20.00 500.00 2571.504 5 GAL POT SUBTOTALS: 56979.50 54938.50 66634.60 BID ALTERNATE 1 - TH 5 CONNECTION (continued) ITEM NO./ CONTRACT SHAFER CONTRACTING CO HARDRIVES, INC. ALEXANDER CONSTRUCTIO MNDOT NO. ITEM UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT 1/ REMOVE BITUMINOUS SY 1700.00 2.00 3400.00 1.00 1700.00 • 2.00 3400.00 2104.505 PAVEMENT 2/ SELECT GRANULAR BORROW CY 1500.00 7.00 10500.00 9.00 13500.00 7.00 10500.00 2105.522 (CV) 3/ AGGREGATE BASE PLACED TON 1600.00 6.50 10400.00 12.00 19200.00 7.43 11888.00 2211.503 CLASS 5 4/ BITUMINOUS MATERIAL FOR TON 33.00 140.00 4620.00 140.00 4620.00 146.00 4818.00 2331.504 MIXTURE 5/ BASE COURSE MIXTURE TON 200.00 9.00 1800.00 12.00 2400.00 14.66 2932.00 2331.514 6/ BASE COURSE MIXTURE (MODTON 500.00 9.50 4750.00 13.00 6500.00 14.66 7330.00 2331.514 7/ BITUMINOUS MATERIAL FOR TON 29.00 140.00 4060.00 140.00 4060.00 146.00 4234.00 2341.504 MIXTURE 8/ WEARING COURSE MIXTURE TON 180.00 11.00 1980.00 13.00 2340.00 17.10 3078.00 2341.508 9/ WEARING COURSE MIXTURE TON 300.00 11.50 3450.00 13.00 3900.00 17.10 5130.00 2341.508 (MOD) 10/ BITUMINOUS MATERIAL FOR GAL 570.00 1.00 570.00 1.00 570.00 1.00 570.00 2357.502 TACK COAT 11/ CONC. CURB & GUTTER LF 315.00 5.00 1575.00 6.05 1905.75 B.25 2598.75 ' 2531.501 DESIGN B618M 12/ TRAFFIC CONTROL (TH 5) LS 1.00 1500.00 1500.00 2200.00 2200.00 2000.00 2000.00 0563.601 13/ FURNISH & INSTALL SIGN SF 40.75 21.00 855.75 22.00 896.50 21.40 872.05 2564.531 PANELS TYPE C - IIIIII MI IIIIII 1111111 1111111 MI 1111111 - - - - um , um um um ummo um m my I um e ommo m m mg Om N - - um . y 14/ 4" SOLID LINE WHITE PAINQF 2860.00 0.25 715.00 0.23 657.80 0.22 629.20 0564.603 15/ 4" SOLID LINE YELLOW LF 260.00 0.25 65.00 0.23 59.80 0.22 57.20 0564.603 PAINT 16/ 4" DOUBLE SOLID LINE LF 500.00 0.50 250.00 0.47 235.00 0.45 225.00 0564.603 YELLOW PAINT 17/ 4" BROKEN LINE WHITE LF 30.00 0.25 7.50 0.23 6.90 0.22 6.60 0564.603 PAINT 18/ 8" SOLID LINE WHITE PAINQF 300.00 0.50 150.00 0.47 141.00 0.45 135.00 0564.603 19/ 24" SOLID LINE YELLOW LF 40.00 1.50 60.00 1.80 72.00 1.75 70.00 0564.603 PAINT 20/ PAVEMENT MESSAGE TYPE I EA 3.00 100.00 300.00 70.00 210.00 67.41 202.23 0564.602 TURN 21/ SEEDING, TYPE A AC 0.25 900.00 225.00 1000.00 250.00 963.00 240.75 2575.502 22/ SOD, APPROVED TYPE SY 2200.00 1.15 2530.00 • 1.30 2860.00 1.23 2706.00 2575.505 23/ FIXTURE A (COMPLETE) EA 1.00 2050.00 2050.00 2000.00 2000.00 1926.00 1926.00 2545.601 24/ MAPLE, NORWAY TREE 2.00 360.00 720.00 400.00 800.00 385.20 770.40 2575.502 3-1/2" - 4" CAL. B&B 25/ MAPLE, SUGAR TREE 3.00 375.00 1125.00 415.00 1245.00 401.25 1203.75 2571.502 3-1/2" - 4" CAL. B&B 26/ DOGWOOD, CARDINAL SHRUB 25.00 15.00 375.00 17.50 437.50 16.05 401.25 2571.505 REDOSIER 5 GAL POT 27/ JUNIPER, PFITZER SHRUB 25.00 20.00 500.00 22.00 550.00 21.40 535.00 2571.504 5 GAL POT SUBTOTALS: 58533.25 73317.25 68459.18 BID ALTERNATE 2 - FOUNTAIN TYPE B ITEM NO./ CONTRACT ENGINEER'S ESTIMATE MIDWEST ASPHALT CORP() Wm. MUELLER & SONS, I MNDOT NO. ITEM. UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT 1/ FOUNTAIN TYPE B - LS 1.00 4000.00 4000.00 6300.00 6300.00 5800.00 5800.00 (COMPLETE) SUBTOTALS: 4000.00 6300.00 5800.00 BID ALTERNATE 2 - FOUNTAIN TYPE B (continued) ITEM NO./ CONTRACT SHAFER CONTRACTING CO HARDRIVES, INC. ALEXANDER CONSTRUCTIO MNDOT NO. ITEM UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT 1/ FOUNTAIN TYPE B - LS 1.00 5800.00 5800.00 6400.00 6400.00 6420.00 6420.00 (COMPLETE) SUBTOTALS: 5800.00 6400.00 6420.00 1 1 I I I I I I I I I I I I I I I I I