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Home My WebLink AboutCC RES 99-027 A RESOLUTION APPROVING CHANGE ORDER NO. 2 FOR THE SILVER POINT PARK STORM WATER IMPROVEMENT PROJECT Meeting Sheet IIIIII VIII VIII VIII VIII IIID IIII IIII 104889 Box: 31 Folder: RES 1999 Document: CC RES 99-027 A RESOLUTION APPROVING CHANGE ORDER NO. 2 FOR THE SILVER POINT PARK STORM WATER IMPROVEMENT PROJECT • CITY OF ST. ANTHONY RESOLUTION 99-027 A RESOLUTION APPROVING CHANGE ORDER NO. 2 FOR THE SILVER POINT PARK STORM WATER IMPROVEMENT PROJECT WHEREAS, project engineers, WSB & Associates, Inc., have determined that certain conditions exist at the Silver Point Park Storm Water Improvement Project site resulting in changes in project quantities, which warrant an increase to the project cost. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of St. Anthony hereby approves Change Order No. 2 for the Silver Point Park Storm Water Improvement • Project at an increase of$20,000 to the project cost. Adopted this l3 day of 12,OA4.L , 1999. Mayor ATTEST: City Clerk Reviewed by Administration: City na er • • CHANGE ORDER NO. 2 Silver Point Park&Central Park Storm Water Improvement Project City of St.Anthony WSB Project No. 1065.31 Owner: City of St.Anthony Date of Issuance: April 6, 1999 Contractor: Richard Knutson, Inc. Engineer: WSB&Associates, Inc. You are directed to make the following changes in the Contract Document description: Attachment A(Silver Point Park Quantities) Attachment B (Silver Point Park Specifications) CHANGE IN CONTRACT PRICE CHANGE IN CONTRACT TIME Original Contract Price: $1,231,266.95 Original Contract Time: June 30, 1999 —P,evious Change Orders: No. 1 to 1 $160,350.00 Net Change from Previous Change Orders: None Contract Price Prior to This Change Order: $1,391,616.95 Contract Time Prior to This Change Order: June 30, 1999 Net Increase of This Change Order: $19,649.42 Net Increase of Change Order: 2 weeks Contract Price With All Approved Change Orders: $1,411,266.37 Contract Time With Approved Change Orders: July 14, 1999 Recommended By: Approved By: odd E. Hubmer, P.E. WSB&Associates Inc. Richard Knutson Inc. ngineer Contractor Approved By: Approve By: Date f Cou cil Action: � 4 131 Ufy Manager • Attachment A-Change Order No.2 Silver Point Park&Central Park Stone Water Improvement Project • Ci of Anthony W�B Project No.1065.30 Deduct Items Item Spec.No. Description Unit Qty Unit Item Total No. Price 7.5 2105.501 Special Excavation(Plan Quantity) CY -1305 $9.15 ($11,940.75) 19 2531.507 6"Concrete Driveway Pavement SY -175 $32.64 ($5,71200) 26 0411.603 Modular Block Retaining Wall(2'-6'Height) SF -260 $15.30 ($3,978.00) 46 2503.541 36"RC Pipe Design 3006 Class V Jacked LF -40 $439.65 ($17,586.00) Total Deduct ($39,216.75) Deleted Item Item Spec.No. Description Unit Total Unit Item Total No. Qty Price 84 Aglime CY -800 $ 20.64 ($16,512.00) Total Delete ($16,512.00) Added Items Item Spec.No. Description Unit Total Unit Item Total • 8 2105 507 Subgrade Excavation CY 1119 $5.50 $6,154.50 95 2105 521 Granular Borrow(LV) CY 1400 $9.50 $13,300.00 11 2200.501 Aggregate Base Class V TN 250 $10.97 $2,74250 39.2 1"Copper Water Service LF 52 $11.50 $598.00 39.4 4"Water Service Insulation SY 3.6 $12.60 $4536 40 0451.602 Granular Foundation CY 2000 $6.50 $13,00000 45 2503.541 36"RC Pipe Design 3006 CL II LF 36 $68.10 $2,451.60 54.5 2501 515 54"F.E.S.with Sheet Piling EA 1 $6,849.20 $6,849.20 72 0575 605 Geotextile Fabric Type IV SY 1700 $3.10 $5,27000 76 2104.521 Salvage Chain Link Fence LF 287 $5.10 $1,46370 77 0557.603 Reinstall Chain Link Fence LF 287 $7.65 $2,195 55 77.5 Spec 4"x 12"Concrete Maintenance Strip LF 165 $11.50 $1,897.50 80 3"Thick Mn/DOT Type 41 Bituminous Wear Course- SF 4400 $1 72 $7,56800 Full Depth(Trail) 84 Aglime(Red Ball Diamond Aggregate-6"Depth) CY 430 $27.54 $11,842.20 Total Add $75,378.17 •' Denotes Negotiated Price Total Deleted Items ($55,728.75) • Total Added Items $75,378.17 Net Total $19,649.42 • Attachment B-Change Order No.2 Silver Point Park&Central Park Storm Water Improvement Project City of St.Anthony WSB Project No. 1065.30 Parking Lot Subgrade Within the parking lot, Rozelle Drive and the adjacent basketball courts, the soft and/or organic subgrade must be subcut approximately two feet(2'),geotextile fabric placed and backfilled with well-graded granular soil having less than 10%fines (passing the U.S. No. 200 sieve). These granular materials should be placed and nominally compacted in one lift. The surface should achieve a density in the range of 93 percent to 95 percent of the Standard Proctor maximum dry density (ASTM D-698) The pavement aggregate base of eight inches (8") of Class 5 aggregate must be placed and compacted as per the specifications. The surface of the sand subgrade should be test rolled prior to placement of the Class 5 aggregate base Deflections(weaving)on the order of one inch(1")may be acceptable. However, rutting of the subgrade soils would not be acceptable as indicative of shear displacement in the underlying base and likely intrusion into the sand subgrade(sub- base). • Within this parking lot,a storm sewer will pass several feet below the pavement surface. The backfill material above the pipe zone(the pipe should be properly bedded in granular soil)should match the consistency,type and relative density of the soils excavated within this zone. That is, if stiff mineral soils were excavated, backfill material to subgrade elevation should be mineral soils, properly densified to achieve a similar but slightly stiffer matrix. If the soils are partly organic in nature, similar soils should be placed and nominally densified to achieve a similar consistency to the surrounding subgrade soils An alternative to this would be to transition from the pipe trench zone to the natural subgrade at a slope of four horizontal to one vertical (4H:1 V) so that there will be no trench demarcation at the subgrade surface. Where fill materials in utility trenches are unable to achieve the specified density as required in these specifications,alternative compaction requirements may be accepted (zero air void compaction criteria), provided an additional warranty period is agreed to and additional crown is placed within roadways above the inferior trench backfill to allow for long-term settlement of the backfill material. Bituminous Pathways The eight-foot (8') bituminous pathway within the park will have a typical section consisting of a width of the Class 5 aggregate base (100%crushed limestone)which extends six inches (6")on either side of the wearing course. The Class 5 aggregate base material width would be approximately nine feet(9')with a depth of twelve inches (12"). 0