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Home My WebLink AboutCHANGE ORDER - REQUISITION - 30780Change Order Form City of Fort Collins Engineering Department PROJECT TITLE: Mason Street Transporation Corridor PROJECT NUMBER: 30521900.6 (Bid #5931), Harmony Rd., Fossil Creek Bike/Pedestrain Trail CONTRACTOR: Mountain Constructors (PO #5506703) CHANGE ORDER NUMBER: 7 n prepanng.c ange orders show in order as separate numberednumbefed paragraphs the following: 1•. Reason for change. 2. Description of change. 3. Change in contract cost. 4. Change in contract time. 1 &2. See attached sheet for detail. 3. The contract cost will decrease by $ (87,989.31) 4. There will be no change in contract time. ORIGINAL CONTRACT COST TOTAL APPROVED CHANGE ORDERS TOTAL PENDING CHANGE ORDERS TOTAL THIS CHANGE ORDER TOTAL % OF THIS CHANGE ORDER TOTAL C.O. % OF ORIGINAL CONTRACT ADJUSTED CONTRACT COST (Assuming all change orders approved) ACCEPTED BY: V-H 4 , ( - (Co— n at�ctor's Rep sentative) REVIEWED BY: --Ay, I (En4ineer) SUBMITTED BY: APPROVED BY: () f t i stu 1 A c L 7y(Department Head) APPROVED BY: �t l (Purchasing Agent over $30,000) cc: Contractor Purchasing Project File $994,8461.35 $500.00 $0.00 ($87,98U1) -8.84% -8.79% $907,357L04 DATE: TE: ? 7 — 0 7 DATE: Q DATE: $ -C-j •o ? DATE: Engineering Department • 281 North College Avenue - P.O. Box 530 - Fort Collins, CO 80522-0580 - (970) 221-6605 1. CHANGE ORDER - 7 Project 5931 - Mason Street/Harmony Road/Fossil Creek Bike/Pedestrian Trail SUMMARY OF WORK Mountain Constructors Reconciling Change Order - - See attached submittal - Item Quanit Unit $ / Unit Total Reconciling Change Order 1 LS -$44,129.51 -$44,129.51 Reconciliation for Force Account and Erosion Control Balance 1 LS -$43,859.80 -$43,859.80 TOTAL ($87,989.31) REASON FOR CHANGE See Atttached Spreadsheet for individual item balances and descriptions. WHEN POSTED Posted to Pay Estimate # 10 RECONCILING CHANGE ORDER FOR MASON TRAIL FROM FOSSIL CREEK TO HARMONY ROAD Item # Description Unit Quantity Mountain Constructors Total Quantity To Date Tow Paid To Date % Complete Over -run / Under -run per Item Reason Unit Price Contract Cost 201.00000 CLEARING AND GRUBBING LS 1.00 $ 37,500.00 $ 37.500.00 1.00 $ 37,500.00 100% $ 202.00010 REMOVAL OF TREE EA 65.00 $ 115.00 $ 7.475.00 67.00 $ 7,705.00 103% $ 230.00 2 Additonal Trees Located in Field for Removal 202.00026 REMOVAL OF SLOPE AND DITCH PAVING SY 72.00 $ 11.00 $ 792.00 72.00 $ 792.00 100% $ 202.00190 REMOVAL OF CONCRETE MEDIAN COVER MATERIAL SY 8.00 $ 25.00 $ 200.00 8.60 $ 215.00 108% $ 15.00 Measured Quantity greater than Estimated Quantity 202.00200 REMOVAL OF SIDEWALK SY 33.00 $ 12.00 $ 396.00 47.90 $ 574.80 145°% $ 178.80 Measured Quantity greater than Estimated Quantity 202.00203 REMOVAL OF CURB AND GUTTER LF 88.00 $ 7.00 $ 616.00 157.90 $ 1,105.30 179% $ 489.30 Removed additonal Curb in Alley Just South of Harmony Road 202.00495 REMOVAL OF PORTIONS OF PRESENT STRUCTURE LS 1.00 $ 3,000.00 $ 3,000.00 1.00 $ 3,000.00 100% $ 202.01130 RYP03 AL OF GUARDRAIL LF 100.00 $ 14.00 $ 1,400.00 100.00 $ 1,400.00 100% $ 203.00010 UCNPCLASSIFIED EXCAVATION CY 2472.00 $ 8.00 $ 19,776.00 2,472.00 $ 19,776.00 100% $ 203.01500 BLADING HR 16.00 $ 90.00 $ 1440.00 46.00 $ 1,440.00 1001/0 $ 206.00000 STRUCTURE EXCAVATION CY 901.00 $ 9.00 $ 8,109.00 901.00 $ 8.109.00 100% $ 206.00100 STRUCTURE BACKFILL CY 958.00 $ 19.00 $ 18,202.00 958.00 $ 18,202.00 100%(CL $ 206.01750 SHORING AREA 1 LS 1.00 $ 36,800.00 $ 36 800.00 1.00 $ 36 800.00 100% $ 208.00005 EROSION LOG LF 110.00 $ 10.00 $ 1,100.00 110.00 $ 1,100.00 100% $ 208.00020 SILT FENCE LF 58B.00 $ 2.00 $ 1,176.001 138.00 $ 276.00 23% $ 900.00 Measured Quantity less than Estimated Quantity 208.00045 CONCRETE STRUCTURE WASHOUT EA 1.00 $ 900.00 $ 900.00 1.00 $ 900.00 100% $ 208.00070 STABILIZED CONSTRUCTION ENTRANCE EA 3.00 $ 1,300.00 $ 3,900.00 0.00 $ 0% $ (3,900.00) Measured Quantity less than Estimated Quantity 208.00100 DISPOSAL REMOVAL AND LS 1.00 $ 2,400.00 $ 2,400.00 1.00 $ 2,400.00 100% $ 208.00200 EROSION CONTROL SUPERVISOR LS 1.00 $ 2,800.00 $ 2,800.00 1.00 $ 2.800.00 100% $ 210.01200 RESET END ANCHORAGE EA 1.00 $ 1,400.00 $ 1,400.00 1.00 $ 1400.00 100% $ 212.00006 SEEDING NATIVE AC 2.10 $ 490.00 $ 1,029.00 2.10 $ 1029.00 100% $ 212.00047 PREPARATION (SPECIAL) SOIL AC 2.10 $ 2.490.00 $ 5,229.00 2.10 $ 5,229.00 100% $ 213.00002 MULCHING (WEED FREE HAY) AC 2.50 $ 4%00 $ 1,125,00 2.50 $ 1.125.00 100% $ 213.00008 MULCHING WOOD CHIP CF 846.00 $ 3.20 $ 2.707.20 846.00 $ 2,707.20 100% $ 213.00061 MULCH TACKIFIER LB 375.00 $ 2.80 $ 1,050.00 375.00 $ 1,050.00 100% $ 214.00000 LANDSCAPE MAINTENANCE LS 1.00 $ 5,000.00 $ 5000.00 1.00 $ 5000.00 100'/o $ 214.00220 DECIDUOUS TREE (2 INCH CALIPER EA 20.00 $ 310.00 $ 6.200.00 12.00 $ 3,720.00 60% $ 2,486.00 RemainingLandsca sin planted with A8M Misc. Contract 214.00350 DECIDUOUS SHRUB (5 GALLON CONTAINER EA 250.00 $ 38.00 $ 9,500.00 0.00 $ 0% $ 9,500.00 Remainin Landsca sin planted with A&M Misc. Contract 214.00905 PERENNIALS (2.25 INCH POT) EA 650.00 $ 7.50 $ 4,875.00 0.00 Is 0% $ 4,875.00 RemainingLandsca sin planted with A&M Misc. Contract 214.01010 BRUSH LAYER CUTTING EA 1 450.00 $ 5.50 $ 2,475.00 216.00041 SOIL RETENTION BLANKET (STRAW/COCONUT) SY 45.00 $ 2.00 $ 90.00 217.00020 HERBICIDE TREATMENT HR 16.00 $ 100.00 $ 1,600.00 250.00110 HEALTH AND SAFETY OFFICER HR 20.00 $ 140.00 $ 2,800.00 304.06000 AGGREGATE BASE COURSE CLASS 6 TON 445.00 $ 16.00 $ 7,120.00 403.00720 HOT BITUMINOUS PAVEMENT (PATCHING) (ASPHALT) TON 20.00 $ 110.00 $ 2,200.00 406.09501 COLD BITUMINOUS PAVEMENT RECYCLED TON 1193.00 $ 8.40 $ 10,021.20 411.10254 EMULSIFIED ASPHALT (SLOW. SETTING) GAL 10.00 $ 10.00 $ 100.00 412,00800 CONCRETE PAVEMENT (8 INCH) SY 66.00 $ 60.00 $ 3,960.00 412.01000 CONCRETE PAVEMENT (10 INCH SY 80.00 $ 96.00 $ 7,680.00 420.00101 GEOTEXTILE (EROSION CONTROL CLASS B SY 24.60 $ 3.00 $ 73.80 420.00110 GOETEXTILE DRAINAGECLASS A SY 13.00 $ 3.00 $ 39.00 503.00024 DRILLED CAISSON 24 INCH LF 52.00 $ 115.00 $ 5,980.00 506.00212 RIPRAP 12INCH CY 6.70 $ 70.00 $ 469.00 506.00218 RIPRAP (18 INCH) CY 9.00 $ 85.00 $ 765.00 507.00000 CONCRETE SLOPE AND DITCH PAVING CY 1.00 $ 200.00 $ 200.00 514.00200 PEDESTRIAN RAILING STEEL LF 248.00 $ 165.00 $ 40,920.00 601.03040 CONCRETE CLASS D BRIDGE CY 137.00 $ 410.00 $ 56,170.00 601.03050 CONCRETE CLASS D (WALL) CY 172.00 $ 270.00 $ 46.440.00 601.40300 STRUCTURAL CONCRETE COATING SY 302.00 $ 5.00 $ 1,510.00 602.00000 REINFORCING STEEL LB 26889.00 $ T85 $ 22 855.65 603.01180 18 INCH REINFORCED CONCRETE PIPE LF 361.00 $ 25.00 $ 9,025.00 603.02245 30 X 19 INCH REINFORCED CONCRETE PIPE ELLIPTICAL LF 16.00 $ 46.00 $ 736.00 603.05018 18 INCH REINFORCED CONCRETE END SECTION EA 1.00 $ 420.00 $ 420.00 604.00305 INLET TYPE C 5 FOOT EA 2.00 $ 2,400.00 $ 4,800.00 604.30005 MANHOLE SLAB BASE (5 FOOT) EA 1.00 $ 1,550.00 $ 1,550.00 607,00016 END POST SPECIAL EA 4.00 $ 320.00 $ 1,280.00 607.11300 FENCE COMBINATION WITH TREATED WOOD POST LF 3066.00 $ 14.30 $ 43,843.80 607.11525 FENCE PLASTIC LF 817.00 $ 2.10 $ 1,715.70 0.00 1 $ 0% 1 $ 2,475.00 Remaining Landscaping lanted with A&M Misc. Contract 0.00 $ 0% $ 90.00 Remaining Landscapeing planted with A&M Misc. Contract 16.00 $ 1,600.00 100% $ 0.00 $ - 0% $ 2,800.00 Not Used on Project 518.18 $ 8,290.88 116% $ 1 170.88 Measured Quantity greater than Estimated Quantity 52.00 $ 5,720.00 260% $ 3,520.00 Measured Quantity greater than Estimated Quantity 944.76 $ 7,935.98 79% $ 2,085.22 Measured Quantity less than Estimated Quantity 0.00 $ - 0% $ 100.00 61.60 $ 3,696.00 93% $ 264.00 Measured Quantity less than Estimated Quantity 0.00 $ - 0% $ (7,680.00) Price adjustment made in Cahan a Order #3 0.00 $ 0% $ 73.80 Measured Quantity less than Estimated Quantity 0.00 $ 0°h $ 39.00 Measured Quanti less than Estimated Quantity 52.00 $ 5.980.00 100% $ 6.70 $ 469.00 100% $ 9.00 $ 765.00 100% $ 1.00 $ 200.00 100% $ 248.00 $ 40,920.00 100% $ 137.00 $ 56.170.00 100% $ 172.00 $ 46,440.00 100% $ 409.00 $ 2,045,00 135% Quantity includes Sping Creek -Harmony Structural coating that $ 535.00 was closed out in earl '07 34,828.00 $ 29 603.80 130% $ 6,748.15 Ad'ustement to price via quantity over -nun 361.00 $ 9,025.00 100% $ 16.00 $ 736.00 100% 1.00 $ 420.00 100% $ 2.00 $ 4,800.00 100% $ 1.00 $ 1,550.00 100% $ 4.00 $ 1,280.00 100% $ 3,D66.00 $ 43,843.80 100% $ 70.00 $ 147.00 9% $ 1,568.70 Measured Quantity less than Estimated Quantity No Text