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Home My WebLink AboutRESPONSE - BID - 5767 LEMAY AVENUE WIDENING PROJECT (9)MAR-04-03 TUE 04:13 PM CITY/FT COLLINS, PURCHAS FAX NO. 970 2216707 P.07/10 PrOJect Lefnay Avenue Widening Project ADDENDUM #1 BID SCHEDULE / / 'so.drmm Number d n awanft Unit unitcont ,ymcow LeaV Gven m tgr Widening Quantities! 202-01 Remove Pipe (RCP, CMP. PVC) 202-02 Remove Existing Wingwalls at Stone Creek Box Culvert 180 LF 15.00 2,700.00 202-03 Remove Existing Parapet Railing at Stone Creek Box Culvert 2 EA 000.00 6,000.00 202.04 Remove vertical Curb And GutterQ 2 EA 3 000,00 202-05 Remove Concrete Sidewalk 318 LF 6 112.00 202-M Remove Crosspan and Aprons 7.89898 SF .50 _ 3,949.00 20247 Remove Asphalt Sidewalk (4- Thick) 8,386 SF .80 6,708.8 _ 0 708.0 r 202-08 Asphalt Taper Mill (0•-? Depth) 15.280 SF 2O 20 3 202•409 RotomillAsphalt Pavement (0•-rDepth) 420 SY 2. 840.00 7,71s Sr 1.50 11,572.50 202-10 Rotomiti Asphalt Pavement (51-10• Deptn) 14,600 SY 3.50 51�,100.00 202-11 Remove Existing Rip -Rap 2.941 SF 1.00 2,941.00 202-12 Remove Trash Pile at South Ridge Greens Goff Course 1 LS 1500.00 i 1, 500.00 202-13 Remove Existing Barricade (Type III) 1 EA 100,00 100.00 202-14 Remove Existing Willow Tree at Stone Creek Box Culvert 1 EA 400.00 400.00 202-15 Remove Fend (Various Types) 1,135 LF 1.50 1 702.50 202-18 Remove Existing Silt Fence 486 LF 1.00 486.0 202.17 Remove Power Pole Anchors a EA 202.18 Cap Irrigation Sprinklers 7 50.00 _ 1.500.00 202-19 Remove Manhole Cone Section - Abandon Sewer 6 EA 990_0o 1,500.00 202-20 Remove and Dispose of r to 4- Sprinkler Pipe 3 EA 500.00 1,500.00 1 LS 1 Snn-00 1,500.00 209-01 Unclassified Excavation 11,535 CY 4.00 46 140.00 203-02 Embankment -(CIP) 3,256 CY 1.50 4 899.00 203-03 Haul& Dispose 8.269 CY 3.90 32,249.10 203-N God Course Grading 1 203-05 Borrow ABC (Class 5 or 6) - (CIP) LS 1 aQDD 00 18, 000.00 203-06 Muck Excavation - (CIP) 300 TON 1 5.00 4,500.00 2(1M7 Topsoil - (Stripping, Stockpiling, Placing) - 6" Depth 500 CY 1 2.00 �000.00 203-08 Topsoil -(Stripping. HaulOffSite) 5210 CY 2.80 14, 588, 00 203-09 Temporary Access Road (Gdf Course Maintenance Building) 11735 CY 4-00 6,940.00 203-10 Median Splashblock/ Hardscape Shaping - (Clp) 1 13,350 LS SF 1 S00.00 1,500.00 20311 Grace Stone Creek Channel Ftowand Slopes fine Lao 1 3.3 50 00 203-1 Graded Flow Channel (Park Property) 1 LS snn_ nn `��00.00 20313 Potholing 340 LF -00 _ 2-750 00 203.14 Median Specialty Work (F)(Cavation above Light and Power Duct Bank) 1 1.750 LS CY RMn flfl 8-000 00 203-15 Flowfill Section Over Shallow Utilities 1,800 LF S Oft 8 , 7,755000 Q_ 60 17,280.00 20"1 206-02 Structure Excavation 4.8W CY / 1.452 1 2, 452.00 Borrow Structural Baddfa Matenaf (R.Vatue > 25) 3.800 CY 15,00 �00 20603 Structural Badtflll Flow Fill 206.04 Filler Material (1 1/2- Washed Rock) 250 CY 50,0Q 12 500.00 206.05 Dewatering 372 TON 12.00 4,464600 206-06 Structure Haul and Dispose 1 LS 6000.00 6.000.00 206-07 Structure Muck Excavation 4,863 CY 5.00 24, 315.00 225 CY 20,00 4,500.00 207-01 Wetland Topsoil 100 CY 30.00 3,000.00 207-02 Import Topsoil Screened 3• Depth (BOC) - (Clp) 1200 CY 1 5-00 18,000.00 20"1 Erosion Control 1 LS 30000.00 30,000.00 210.01 Adjust ManholePing/Cover 11 EA 400.00 4,400.00 210.02 Modify Manhole 5 EA 1 500.00 7,500.00 210-03 Adjust Valve Box (FCLWD) 19 EA 250.00 4. 750,00 210-04 Relocate Blow Off (FCLWD) 2 EA 3000.00 6,000.00 MAR-04-03 TUE 04:13 PM CITY/FT COLLINS, PURCHAS Project'. Lemay Avenue Widening Project ADDENDUM nl BID SCHEDULE Spedhem - Number Deaedpeun FAX NO. 970 2216707 Quaff Unit Udt Cent P,08/10 roam cast 304-01 Aggregate Base Course - (Cress 5 or 6) - 8' Depth - (CIP) 10.794 TON 11.25 121, 432.50 304 02 Aggregate Base Course Patch Plecement - (Class 5 or 8) - 6' Depth - (CIP) 377 TON 14.00 5,278.00 305-01 Reconditioning (84) 19,016 SY 1.00 _19,015.00 307.01 Flyash Subgrade Stabilization - (12%) 33,649 SY 5.00 168, 245.00 403-01 Hot Bituminous Pavement - Grading S (3" Depth) - (pG e4-28) 7,079 TON 32.20 227 943.80 40M2 Hot Bituminous Pavement - Grading SG (4' Depth) . (PG 64-22) 7.807 TON 26.90 210, 008.30 403-03 Asphalt Paver Patching -Grading S (3' Depth) - (PG 64-28) 215 TON 45.00 9,675.00 403.04 Asphalt Paver Patching - Grading SG (4" Depth) - (PG 64-22) 495 TON 35.00 17, 325.00 403-05 Asphalf Patching - Grading SG (4' Depth) - (PG 64-4) 69 TON 65.00 4,485.00 403-06 80' x 4' Beaver Slide at Fossil Creek Bridge - Grading S (4" Depth) 32 TON 95.00 3,040.00 420.01 Geotextite Paving Membrane 9,000 SY 1.50 13,500.00 420-02 Geogrid Stabilization Fabric 1,188 SY 5.00 5,940.00 506-01 45�40• Type L Rip -Rap, 6" Topsoil (CIP Per retail) Sta. 22+50 It 1 LS 16000.00 16, 000.00 50642 22' ,M' Type L Rip -Rap. 8' Topsoil (CIP Per Detain Sta. 22+50 it 1 LS 5000.00 _ 5,000.00 506-03 10k10' Type L Rlp-Rap, 6' Topsoil (CIP Per Detail) Ste, 37+00 Lt 1 LS 500.00 590.00 506-04 1 OWS' Type L Rip Rap, 6' Top S06 (CIP Per Detail) Sm. 54+30 Lt 1 LS 1500.00 i 1,500.00 601-01 10' x 1Z Pedestrian Underpass with Skylights 125 LF 4000.00 500, 000.00 601-02 4' x 12' Pre Cast Box Culvert - Wingwells / Paraphet Walls and Toe Walls 180 LF 970.00 174, 600.00 { 601-03 R 3 R Parapet Walla a fine Creek fox Culvert 26 LF 400.00 10, 000.00 603-01 15"ADSN-12 25 LF 30.00 750.00 603-02 15" ADS N-12 FES with Grate 1 EA 600.00 600.00 603-03 15' RCP Class 111 300 LF 28.00 8,400.00 60304 18' RCP Class III 25 LF 45.00 1,125.00 W3.05 24' RCP Class III 18 LF 50.00 900.00 603.06 24" RCP Class III FES with Grate 1 EA 1000.00 1,000.00 603-07 Remove and Reset besting 30-ADS FES 1 EA 250.00 250.00 603-08 Concrete .joint Encasements 4 FA 800.00 3, 200.00 603.09 Median Underdrain Pipe System - (4" Perforated Pipe) a70 LF 12.00 10, 440.00 6OS-10 Median Underdrain Pipe System - (4" Solid Pipe) 315 LF 10.00 _ 3,150.00 603-11 Connect 4' PVC Solid Median Underdrain to a new 4' Manhole 1 EA _ 500.00 500.00 603.12 90 Degree PVC Bend (4') 1 EA 100.00 100.00 603-13 18" PVC SOR-35 (or District equal) 30 LF 600.00 18, 000.00 604-01 10' Type R Mist 1 EA 2400.00 2.400.00 604-02 Single Type 16 Combination Inlet 1 EA 2000.00 2,000.00 604-03 Double Type 16 Combination Inlet 1 EA 2600.00 2,600.00 604-04 Inlet in Retaining Wall with Trash Rack t EA 2000.00 2,000.00 604-05 4' Diameter Manhole 1 EA 2500.00 _ 2,500.00 W7-01 3 Ras Dowel Rail Fence with No Climb Fabric 467 LF 15.00 7,005.00 607-02 Orange Safety Fence at Golf Course 1.739 LF 2.00 3,478.00 607-03 Portable Chain Link Fence (V High) Sm LF 6.00 4,800.00 60"1 Concrete Sidewalk (6") 35.448 SF _ 2. 9Q l n 608-02 Concrete Sidewalk (5" Thick with Fibermesh) - Yosemite Brown (Saw Cut Joir") 5,272 SF 4_ nn ?I 088_ M 608-03 Concrete Flatwom at Undem&gs (6- Thick) - (Grey) 4.672 SF 3.00 1 4, 01 6 nn 608-04 Concrete Access Ramps with Truncated Dome (81 6,293 SF 4.60 2R.947-80 609-05 Concrete Drive Approach (6' Soo SF 3.20 _ 2„560-00 MAR-04-03 TUE 04:14 PM CITY/FT COLLINS, PURCHAS FAX NO, 970 2216707 P.09/10 Prolea: Lenay Avenue VAdeni Protect ADDENDUM #1 BID SCHEDULE . speUteem Number Wecripdon Fodoua��Y T° unit unit Cow hem cost 606.06 Concrete Crosapan with Aprons (91/T) 608-07 Hi -Early Concrete (24 Hour) .62 7.62t SF 6.25 47, 631.25 _ 631.25 608-08 Flowable Fill Concrete 222 CY 46.25 40.00 8 00 608-09 Exposed Aggarate Median SOlashblock (4,) CY 30.000.00 30,00064 608 t0 Pedestrian Refuge Island 14.or7 SF 4.00 .00 608.11 Pattemed and Decorative Asphalt Crosswalks 300 SF 4.70 1,410.00 2.660 SF 10,00 26 500.00 009-01 Vertical Curb & Gutter (30•) 7,177 LF 9.70 69, 616.90 809-02 outfa8 Curb & Gutter (16') 5.689 LF 9.60 54, 614.40 609-M Driveway Curb CUM (25' Width) 3 EA _ 200.00 600.00 609-04 R & R Vertical Curb and Gutter 150 LF 25.00 3,750.00 609-05 R & R Dnve-over Cub and Gutter 100 LF 30.00 3,000.00 61801 Pressure Grouting 75 CY 190.00 14 25�, 0.00 819-01 2(Y DIP Class 51 with Field Lode Gaskets 600 LF 95.00 57,0Q0,00 619-02 20" Butterfly Valve with Valve Box 2 EA 5200.00 10,400.00 61M3 20' 45 Degree Bend with Thrust Block & Mega -Lug 7 EA 2100.00 _ 14, 700.00 619.04 20422.5 Degree Bend with Thrust Block & Mega -Lug 2 EA 2100.00 4,200.00 619.05 2' Air Release Valve with Manhole and Vent (Per FCLWD) 1 EA 6200.00 6,200.00 619-06 Conned to Existing 20' DIP Main 2 EA 3000.00 6.000.00 619-07 Firer-OfAssemblyydrant 3 EA 4000.00 12,000.00 et9-08 Blow Off Assembly 1 EA 3800.00 _ 3 800.00 619-09 Remove Existing 20' Valve (Deliver to FCL WD) 1 EA 2000.00 2,000.00 619-10 Steel Encase 20' DIP Live Water Main 36' x 3/8' Coated Casing (FCLWD) 18 LF 490.00 81820.00 619.11 3/4' Irrigation Tap and Meter Pit 2 EA 2200.00 _ 4.400.00 e19-12 6'PVC -C900 60 LF 31.00 1,860.00 619-13 1 1/2' Water Service and Meter Pit 1 EA 5600.00 _ 5,600.00 619-14 Wet Tap 6' x 20' Tapping Saddle, Valve and Box 1 EA 3800.00 3,800.00 619-15 Cut 20" Valves In 2 EA 4000.00 _ 4,000.00 SulxmmILomsyAvenue Quatnitlee; $ 2,729,072.25 LLAndsoapina Quan# iea: 281041 Irrigation System (This work doss not )nolude median irriga on) 1 LS 82940.00 82, 940.00 Topsoil - Mix for Medians 1.420 CY 16.00 22, 720.00 - MSE Block Retaining Wall (Approx. 4' High) 365 LF 94.00 34, 310.00 - Concrete Retaining Wall (8- High) 602 LF 165.00 _ 99, 330.00 - Restore Rock Areas For Private Owners 1 LS 3300.00 3,300.00 Subtotal Landscaping Quantities: S 242, 600.00 MAR-04-03 TUE 04:14 PM CITY/FT COLLINS, PURCHAS FAX NO, 970 2216707 P.10/10 Project, Lentay Avenue VAdening Project ADDENDUM #1 BID SCHEDULE speditem Number Osscriptlen � mated sn"Unk LIM Cost Item Copt jUlsceltaneota Quantities: - Contract fond 1.00 LS 35000.00 352000.00 62501 Construction surveying 1.00 IS 30000.00 _ 30,000.00 62"1 Mobilization 1.00 Ls 140000.00 140.000.00 630.01 Type III Baripdes 2.00 SECTION 2000.00 1000.00 630-02 Message Boards (7 boards for 20 days) 1.00 LS 30000.00 30-1-0 0-0-- 0 — 630-03 Traffic Control 1.00 LS 135000.00 135—,M. 9— Subtotal Mist Quantities: S 372,000.00 The sum of these two amounts poll be used to determine the lowest successful bidder according to the following formula: A + 8 X (the daily east) m Contractors bid for evaluation for the lowest successful bidder Where: A = Contractor's total bid for the work items B = Number of Calendar Days required to substantially complete the Work Daily Cast for this Project = S4,10B.00 TIMAbOM6 ?,Yl ba!t...,Portk>s;Atapmiht,dtYlnYpjnQthelttalaaCatroeaaMtllbrAdarfrdM4Mrser6sAsQOrtllfe', "it s Dld'iC6t.%t �a1WI,. 1 ---------- Am Total Construction Cost (Lemay Avenue, Landscaping and Misc. Quantities) $ 3, 343, 672. 25 B - Total number of calendar days bid = Total number of calendar days bid ( 120 ) X $4,109.00 = s 493,080.00 ADDENDUM #1 BID SCHEDULE TOTAL PROJECT COST = A B X (the daily cost) = 5 'I R 4h- 7 57 2 5 . s The sum of these two amounts will be used to determine the lowest successful bidder according to the following formula: A + B X (the daily cost) = Contractor's bid for evaluation for the lowest successful bidder Where: A = Contractor's total bid for the work items B = Number of Calendar Days required to substantially complete the Work Daily Cost for this Project = $4,109.00 A = Total Construction Cost (Lemay Avenue, Landscaping and Misc. Quantities) B = Total number of calendar days bid = Total number of calendar days bid ( ) X $4,109.00 = TOTAL PROJECT COST = A + B X (the daily cost) = Q` A March 11 9 2003 SIGNATURE DATE Vice -President TITLE FIRM NAME Don Kehn Construction Inc ADDRESS 6550 South County Road 5 Ft. Collins. CO 80528 PHONE/FAX (970) 226-4111/(970) 226-4115