Public Works Department Donald J. Theisen, P.E. Director NOTICE TO BIDDERS Wayne H. Sandberg, P.E. Deputy Director/County Engineer Type of Work: ADDENDUM NO. 3 Dated: March 25, 209 SAP 082-68-022 Removing and milling pavement, grading, aggregate base, bituminous paving, storm sewer, water main, culverts, traffic barrier, signing, and striping. Bidders are hereby notified that the following Addendum is to become a part of the Plans and Specifications on the above referenced project. The following changes are made: I. MODIFICATION TO BID OPENING DATE AND TIME The bid due date and opening date for this project is hereby moved from Tuesday, March 26 th, 209 at 2:00 p.m. to Tuesday, April 2 nd, 209 at 2:00 p.m. The attached revised cover sheet (dated March 25 th, 209) shall replace the existing cover sheet on page of the Proposal. II. MODIFICATIONS TO BID WORKSHEET Change Item:. A REVISED BID WORKSHEET HAS BEEN UPLOADED TO QUESTCDN.COM. CONTRACTORS SHALL SUBMIT BIDS WITH THIS REVISED BID WORKSHEET. 2. For informational purposes, the following is a list of changes incorporated into the revised Bid Worksheet: ITEM NO. ITEM DESCRIPTION UNIT REVISED QUANTITY (PREVIOUS QUANTITY) 206.507 EXCAVATION COMMON (P) CU YD 70305 (77346)
STATEMENT OF ESTIMATED QUANTITIES TOTAL PROJECT NOTES TAB SHEET NO. ITEM NO. ITEM DESCRIPTION UNIT QUANTITIES ESTIMATED CITY OF WOODBURY A SAP 082-68-022 NON-PARTICIPATING NON-PARTICIPATING 202.50 MOBILIZATION LUMP SUM 0.68 0.32 203.502 FIELD OFFICE TYPE D EACH 0.68 0.32 E 3 20.505 CLEARING ACRE 0.8 0.8 E 3 20.505 GRUBBING ACRE 0.8 0.8 E 3 20.524 CLEARING TREE 94 34 60 E 3 20.524 GRUBBING TREE 94 34 60 F 4 202.503 PAVEMENT MARKING REMOVAL LIN FT 8780 8780 F 4 202.58 PAVEMENT MARKING REMOVAL SQ FT 92 92 Z 9 204.502 REMOVE GATE VALVE AND BOX EACH Z 9 204.502 REMOVE HYDRANT EACH D 20-22 204.502 REMOVE DRAINAGE STRUCTURE EACH 7 6 F 4 204.502 REMOVE MARKER EACH 2 2 F 4 204.502 REMOVE SIGN TYPE C EACH 28 27 X 24 204.502 REMOVE SIGN TYPE SPECIAL EACH AA 24 204.502 REMOVE SIGN PANEL TYPE D EACH F 4 204.502 REMOVE PICNIC TABLE EACH D 20-22 204.502 SALVAGE CONCRETE APRON EACH V 24 204.502 SALVAGE SIGN TYPE SPECIAL EACH 5 5 Y 24 204.502 SALVAGE SIGN PANEL TYPE SPECIAL EACH F 4 204.502 SALVAGE MAIL BOX SUPPORT EACH 4 4 F 4 204.503 SAWING CONCRETE PAVEMENT (FULL DEPTH) LIN FT 5 5 F 4 204.503 SAWING BIT PAVEMENT (FULL DEPTH) LIN FT 7275 6950 325 D 20-22 204.503 REMOVE PIPE CULVERTS LIN FT 287 287 Z 9 204.503 REMOVE WATER MAIN LIN FT 925 925 D 20-22 204.503 REMOVE SEWER PIPE (STORM) LIN FT 263 243 20 F 4 204.503 REMOVE CURB & GUTTER LIN FT 600 560 40 F 4 204.503 REMOVE RETAINING WALL LIN FT 55 55 F 4 204.503 REMOVE CHAIN LINK FENCE LIN FT 65 65 F 4 204.503 REMOVE CONCRETE BARRIER LIN FT 20 20 D 20-22 204.503 REMOVE BOX CULVERT LIN FT 2 2 F 4 204.504 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ YD 30 30 F 4 204.504 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD 480 90 390 F 4 204.504 REMOVE BITUMINOUS PAVEMENT (P) SQ YD 4020 8240 5780 F 4 204.58 REMOVE BITUMINOUS WALK (P) SQ FT 4830 4830 A 0 206.507 EXCAVATION - COMMON (P) CU YD 70305 4767 22634 2 2 A 0 206.507 EXCAVATION - SUBGRADE (P) CU YD 9 9 A 0 206.507 SELECT GRANULAR EMBANKMENT (CV) (P) CU YD 2525 400 7425 A 0 206.507 COMMON EMBANKMENT (CV) (P) CU YD 2736 844 8992 (3) G 3 28.607 AGGREGATE SURFACING (CV) CLASS MOD (P) CU YD 480 460 20 28.609 AGGREGATE SURFACING SPECIAL TON 00 00 () 223.60 SKID LOADER HOUR 0 0 () 223.60 STREET SWEEPER (WITH PICKUP BROOM) HOUR 0 00 0 (4) 230.523 WATER M GALLON 30 0 20 (6) 23.506 CALCIUM CHLORIDE SOLUTION GALLON 4930 4930 2:42: PM 3/25/209 H:\Projects\0000\0206\CAD_BIM\Plan\FinalPlan\0206_Cest0.dgn G 3 22.507 AGGREGATE BASE (CV) CLASS 5 (P) CU YD 9979 3600 6379 NOTES: (P) DENOTES PLAN QUANTITY. (8) CONTRACTOR TO SUBMIT TRAFFIC CONTROL PLAN FOR USE OF FLAG PERSON HOURS WHICH SHALL BE REVIEWED () BITUMINOUS QUANTITIES BASED ON UNIT WEIGHT OF 3 POUNDS PER SQUARE YARD PER INCH. AND APPROVED BY THE COUNTY. FAILURE TO DO SO SHALL RESULT IN NO PAYMENT. (2) INCLUDES ALL ITEMS FOR TRAFFIC CONTROL DETOURS, STAGES AND OTHER ITEMS AS DEEMED NECESSARY (9) THE OPTIONAL SECURITY CHAIN SHALL BE USED. A MINIMUM OF ONE NEWSPAPER BOX BRACKET SHALL BE FOR TRAFFIC CONTROL BY THE ENGINEER UNLESS OTHER PAY ITEMS ARE INCLUDED IN THE PLAN. PROVIDED PER UNIT. ALL BOLTS SHALL BE STAINLESS STEEL AND SECURED WITH A ZINC COATED LOCKING UNIT. (3) SEE CONSTRUCTION/SOILS NOTES FOR DESCRIPTION REQUIREMENTS. (0) FOR INSTALLATIONS BETWEEN THE DATES OF OCTOBER 5 AND APRIL, USE FAST DRY MATERIAL FROM THE (4) WATER TO BE USED FOR DUST CONTROL AS DIRECTED BY THE ENGINEER IN THE FIELD. ALL WATER USED MULTI-COMPONENT LIQUID PAVEMENT MARKINGS APPROVED/QUALIFIED PRODUCTS LIST. FOR COMPACTION AND TURF ESTABLISHMENT IS INCIDENTAL. () SEE CITY OF WOODBURY'S STANDARD PROJECT MANUAL FOR UTILITY AND STREET CONSTRUCTION (209). (5) MIX DESIGN SPWEA230B. (2) TO BE USED AT THE DISCRETION OF THE ENGINEER. (6) TO BE USED FOR DUST CONTROL AS DIRECTED BY THE ENGINEER. ASSUMES ONE APPLICATION TO ALL AINCLUDES CONSTRUCTION COST OF BAILEY FRONTAGE ROAD, PERCENTAGE OF CONSTRUCTION COST FOR GRAVEL ROADWAY SURFACES AT A RATE OF 0.2 GAL/SQ YD. MOBILIZATION, TRAFFIC CONTROL, AND EROSION CONTROL. ALSO INCLUDES 50% OF QUANTITIES FOR MULTI-USE (7) CONTRACTOR TO FURNISH AND INSTALL ADDRESS PLAQUES (0.5 SQ FT EACH) FOR EACH ADDRESS IN THE TRAIL, PEDESTRIAN RAMPS, CONCRETE CURB & GUTTER LOCATED IN WOODBURY, 20% OF BAILEY FILTRATION CONSTRUCTION AREA. ALSO INCLUDES 00 SQ FT TO BE USED AT THE DESCRETION OF THE ENGINEER. BASIN, AND 22% OF ERRP FILTRATION BASIN. I hereby certify that this plan, specification, or report 03/20/9 ACJ AEO AEO ADDENDUM #2 STATE AID PROJECT NO. DRAWN BY was prepared by me or under my direct supervision and 082-68-022 S MARTINS that I am a duly Licensed Professional Engineer under 2 03/25/9 ACJ AEO AEO ADDENDUM #3 the laws of the State of Minnesota. DESIGNED BY COUNTY PROJECT NO. A JOHNSON STATEMENT OF ESTIMATED QUANTITIES 4 Print Name: AMBER E ORTLEPP 808 CHECKED BY CSAH 8 ACCESS MANAGEMENT PROJECT OF A ORTLEPP NO DATE BY CKD APPR REVISION CITY PROJECT NO....\FinalPlan\0206_Cest0.dgn Date 3/25/9 License # 50890 22-207-0 9 COMM. NO. 70206 SHEET
EARTHWORK SUMMARY A EXCAVATION TOTALS (EV) EMBANKMENT TOTALS (CV) ALIGNMENT COMMON (A-) SUBGRADE COMMON GRADING (A-2) SELECT GRANULAR FILTER TOPSOIL BORROW CU YD CU YD CU YD CU YD CU YD CSAH 8 CSAH 8 233 9 8237 400 CSAH 8 - TRAIL 8264 4302 BAILEY FILTRATION BASIN 9892 98 432 CSAH 8 TOTAL 30289 9 23737 400 432 BAILEY FRONTAGE RD BAILEY FRONTAGE RD (A-3) 9899 095 7425 BAILEY FRONTAGE RD TOTAL 9899 095 7425 MILE DR MILE DR 938 828 ERRP FILTRATION BASIN 2879 476 2783 MILE DR 307 2304 2783 2 PROJECT TOTALS 70305 9 2736 2525 425 2 NOTES: (A-) INCLUDES TOPSOIL STRIPPING. (A-2) INCLUDES TOPSOIL. (A-3) INCLUDES BAILEY FRONTAGE RD, PRIVATE DRIVEWAY, AND CONTROL STRUCTURE ACCESS RD. 2:9:0 PM 3/25/209 H:\Projects\0000\0206\CAD_BIM\Plan\FinalPlan\0206_Ctbew0.dgn 03/20/9 ACJ AEO AEO ADDENDUM #2 2 03/25/9 ACJ AEO AEO ADDENDUM #3 NO DATE BY CKD APPR REVISION...\FinalPlan\0206_Ctbew0.dgn I hereby certify that this plan, specification, or report STATE AID PROJECT NO. DRAWN BY was prepared by me or under my direct supervision and 082-68-022 S MARTINS that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. DESIGNED BY COUNTY PROJECT NO. A JOHNSON Print Name: AMBER E ORTLEPP 808 CHECKED BY A ORTLEPP CITY PROJECT NO. Date 3/25/9 License # 50890 22-207-0 9 COMM. NO. 70206 SHEET EARTHWORK SUMMARY AND TABULATIONS 0 CSAH 8 ACCESS MANAGEMENT PROJECT OF