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Home My WebLink AboutRESPONSE - BID - 5767 LEMAY AVENUE WIDENING PROJECT (5)MR-04-03 TUE 02:09 PM CITY/FT COLLINS, PURCHAS FAX NO. 970 2216707 P. 07/ 10 Project: Lemay Avenue Widening Project ADDENDUM n1 BID SCHFDULE sw-Ime1m Number 1lecrption EvIliiiiiw Quantity umit unit coot Item coot 1LMU Aveal, lsning QuatRitlas: c7 3 14 9 4 �u 202-01 Remove Pipe (RCP, CMP, PVC) 180 LF D 202-02 Remove Existing Wingwak at Bone Creek Box Curt 2 EA 2 DoJ - 4 oo U 202-03 Remove Existing Parapet Railing at Stone Crack Box Culvert 2 EA 3 r C ro6�D 202.04 Remove Vertical Curb And Gutter 3,056 LF of —IT-� --779 1 - 202-05 Remove Concrete Sidewalk 7,898 SF (Og u 202-M Remove Crosspan and Aprons 8,386 SF- - - 202.07 Remove Asphalt Sidewalk (4" Thick) 15,280 SF 0T 20$ 202-08 Asphalt Taper Mill (0"-2" Depth) 420 SY as -b 1 C250 -�L- T 202-09 Rotomill Asphalt Pavement (0"-2' Depth) 7,715 SY -2 °�'°�'-- 15 ! 13O 202-10 Rotomili Asphalt Pavement (5"-100 Depth) 14,800 SY - y 5-- 202-11 Remove Existing Rip -Rap 2,941 SF I 202-12 Remove Trash Pile at South Ridge Greens Golf Course 1 LS q SG - 202-13 Remove Existing Barricade (Type 111) 1 EA- _ _ _..1---� zCz-' a Remove Fadsting Willow Tres at Stone Creek Box Culvert t EA Qyj o - 202-15 Remove Fence (Various Types) 1.135 LF � ILA 202-16 Remove Existing Silt Fence 486 LF ... � �-� 3 `} O `- 202,17 Remove Power Pole Anchors 6 F-A - 202.18 Cap Irrigation Sprinklers 6 EA °1i_ 202-19 Remove Manhole Cone Section - Abandon Sewer 3 EA -VU�- 202-20 Remove end Dispose of 2- to 4' Sprinkler Pipe 1 LS (7 - �b b 203-01 Unclassified Excavation 203-02 Embankment-(CIP) 203-03 Haul & Dispose 203.04 Golf Course Grading 203-05 Borrow ABC (Class 5 or 6) - (CIP) 203-06 Muck Excavation - (CIP) 203-07 Topsoil - (Skipping. Stockpiling. Pladng) - 6" Depth 203-08 Topsoil - (Stripping. Haul Off -Site) 203-M Temporary Access Road (Golf Course Maintenance Budding) 2M10 Median Splashblodd Hardscape Shaping - (CIP) 203-11 Grade Stone Creek Channel Flowline and Slopes 203-12 Graded Flow Channel (Park Property) 203-18 Potholing 203-14 Median Specialty Work (Excavation above Light and Power Duct Bank) 203-15 Flowfill Section Over Shallow Utilities 11,535 3.268 8,269 1 300 500 5,210 t,735 1 13,350 1 340 1 1,750 1.800 CY CY CY L$ TON CY CY CY LS SF LS LF LS CY LF a �— t�` 39t 37 ?o 11 L 17� l S, 711 10 o y ej 431 - ::✓,i-C1 SxuCture Excavation 4,863 CY lob ;z - 206-02 Borrow Structural Badr61 Material (R-Value > 25) 3,800 CY 208-03 Structural Backfill Flow Fill 250 CY I 208-04 Fitter Material (1 112' Washed Rock) 372 TON 206-05 Dewatering 1 LS12_ 2" Struc"e Haul and Dispose 4.W3 CY I b 208-07 Structure Muck Excavation 225 CY 207-01 Wetland Topsoil 100 CY 207-02 Import Topsoil Screened 3" Depth (BOC) - (CIP) 1,200 CY 208-01 Erosion Control 1 LS 00 �U - ob 210-01 Adjust Manhole Rung/ yr t 1 EA /I 210-02 Modify Manhole 5 EA 210-03 Adjust Volvo Box (FCLWD) 19 EA 210-04 Relocate Blow Off (FCLWD) 2 EA_ t (ZSb °u ;2j,Lvvo 99 oo 00 /S �UC o0 Co - 39 0 _ 2Do� MAR-04-03 TUE 02)09 PH CITY/FT COLLINS, PURCHAS FAX NO. 970 2216707 P. 08/10 Project: Lamy Avenue Widening Project ADBENDUM #1 BID SCHEDULE nstw oaehpnw, "ede Matunit unit Pant lam cat ma 304-01 Aggregate Base Course -(Clan 5 or 6) - 6' Oeplh - (CIP) 10.794 TON M"2 Aggregate Base Couse Patch Placement - (Class $ or 6) - 6" Depth - (CIP) 377 TON 3W-01 Reconditioning (8") 307-01 Flyash Subgrade Stabilization - (12%k 19.015 SY �,1� _(�255 33,649 SY 7_ V � ILmI7,g8 TON TON •50 31E,,512.5-6 TON 17,00 a88,g5� . 00 TON 97.00 1k,�O5,0o TON ?,00 g3,nI�5.Co g�) C).ov -7,clD,no � 403-01 Hot Bituminous Pavement - Gra&V S (3" Depth) - (PG 64"28) 7,079 403 n2 Hot Bituminous Pavement - Grading SG (4" Depth) - (PG 64-22) 7,807 403-03 Asphalt Paver Patching - Grad'mg S (3" Depth) - (PG ny4-28) 215 403-04 Asphalt Paver Patching - Grading SG (4' Depth) - (PG 84.22) 495 403-05 Asphaft Patching -Grading SG (4" Depth) - (PG 64-22) 69 420.01 Geotextile Paving Membrane 9.000 420.02 Gecgrid StibifizWon Fabric 1,188 505-01 45'xS0' Type L Rip -Rap, 6" Topsoil (CtP Per Detail) Sta, 22+501t 18.0 502 22'x50' Type L Rip -Rap, 6" Topsoil (CIP Per Detail) Sta. 22+60 rt 1 506-03 10'x10' Type L Rip Flap, 8" Topsoil (CIP Per Detail) Ste. 37+00 Lt 1 506-04 10W6' Type L Rip Rap. 6" Top Soil (CIP Per Detail) Ste, 54+•30 Lt 1 501-01 10' x 12' Pedestrian Underpass with Skylights 125 601-02 4' x IT Pre Cast Box Culvert- Wmgwafts f Paraphet Walls and Toe Walls 180 601.03 R S; R Parapet walls @ Stone Crank Box Culvert 25 FC3-01 15" ADS N-12 25 603-02 15" ADS N.12 FES with Grate 1 608.03 15' RCP Class 111 3D0 603-04 18" RCP Class 111 25 80305 24- RCP Class III 18 603-W 24" RCP Class III FES with Grate 1 W3-07 Remove and Rases Existing 30" ADS FES 1 603-M Concrete Joint Encasaments 4 603.09 Median Underdrain Pipe System - (4' Perforated Pipe) 870 603-10 Median Underdrain Pipe System- (4" Solid Pipe) 315 603-11 Corned 4' PVC Solid Median Underdrain to a new 4' Manhole 1 603-12 90 Degree PVC Band (4") 1 603.13 IS" PVC SOR-35 (or District equal) 30 $04-01 10' Type R Inlet 1 604-02 Single Type 16 Combination Inlet 1 W"3 Double Type 16 Combination Inlet t 604-04 inlet in Retaining Wall with Trash Rack t 604-05 4' Diameter Manhole 1 607-01 3 RaRailowel DRail Fence with Np Climb Fabric 607-02 Orange Safety Fence at Got( Course 607-03 Portable Chain Link Fence (6' High) 467 1.739 800 � 8-C' Concrete Sidewalk IV) 35,448 608.02 Concrete Sidewalk (5" Thick with Fibermesh) - Yosemite Brown (Saw Cut Joints) 5,272 608413 Concrete Flahvork at Underpass (G Thick) - (Grey) 4,672 608-04 Concrete Access Ramps with Truncated Dome (84) 51293 608-05 Concrete Drive Approach (60) S00 LS 501-01 10' x 12' Pedestrian Underpass with Skylights 125 601-02 4' x IT Pre Cast Box Culvert- Wmgwafts f Paraphet Walls and Toe Walls 180 601.03 R S; R Parapet walls @ Stone Crank Box Culvert 25 FC3-01 15" ADS N-12 25 603-02 15" ADS N.12 FES with Grate 1 608.03 15' RCP Class 111 3D0 603-04 18" RCP Class 111 25 80305 24- RCP Class III 18 603-W 24" RCP Class III FES with Grate 1 W3-07 Remove and Rases Existing 30" ADS FES 1 603-M Concrete Joint Encasaments 4 603.09 Median Underdrain Pipe System - (4' Perforated Pipe) 870 603-10 Median Underdrain Pipe System- (4" Solid Pipe) 315 603-11 Corned 4' PVC Solid Median Underdrain to a new 4' Manhole 1 603-12 90 Degree PVC Band (4") 1 603.13 IS" PVC SOR-35 (or District equal) 30 $04-01 10' Type R Inlet 1 604-02 Single Type 16 Combination Inlet 1 W"3 Double Type 16 Combination Inlet t 604-04 inlet in Retaining Wall with Trash Rack t 604-05 4' Diameter Manhole 1 607-01 3 RaRailowel DRail Fence with Np Climb Fabric 607-02 Orange Safety Fence at Got( Course 607-03 Portable Chain Link Fence (6' High) 467 1.739 800 � 8-C' Concrete Sidewalk IV) 35,448 608.02 Concrete Sidewalk (5" Thick with Fibermesh) - Yosemite Brown (Saw Cut Joints) 5,272 608413 Concrete Flahvork at Underpass (G Thick) - (Grey) 4,672 608-04 Concrete Access Ramps with Truncated Dome (84) 51293 608-05 Concrete Drive Approach (60) S00 LS $04-01 10' Type R Inlet 1 604-02 Single Type 16 Combination Inlet 1 W"3 Double Type 16 Combination Inlet t 604-04 inlet in Retaining Wall with Trash Rack t 604-05 4' Diameter Manhole 1 607-01 3 RaRailowel DRail Fence with Np Climb Fabric 607-02 Orange Safety Fence at Got( Course 607-03 Portable Chain Link Fence (6' High) 467 1.739 800 � 8-C' Concrete Sidewalk IV) 35,448 608.02 Concrete Sidewalk (5" Thick with Fibermesh) - Yosemite Brown (Saw Cut Joints) 5,272 608413 Concrete Flahvork at Underpass (G Thick) - (Grey) 4,672 608-04 Concrete Access Ramps with Truncated Dome (84) 51293 608-05 Concrete Drive Approach (60) S00 LS 607-01 3 RaRailowel DRail Fence with Np Climb Fabric 607-02 Orange Safety Fence at Got( Course 607-03 Portable Chain Link Fence (6' High) 467 1.739 800 � 8-C' Concrete Sidewalk IV) 35,448 608.02 Concrete Sidewalk (5" Thick with Fibermesh) - Yosemite Brown (Saw Cut Joints) 5,272 608413 Concrete Flahvork at Underpass (G Thick) - (Grey) 4,672 608-04 Concrete Access Ramps with Truncated Dome (84) 51293 608-05 Concrete Drive Approach (60) S00 LS --I-6)OO� (,.boo — CV LS LS LS 8 O - LF ! 0(5 To LF —.�3-7,5vU�OB-- LF - Oob - LF ag —737 sd EA LIZ (90 La- LF LF 0 5v — Z LF i))i) _ 72K;7 Fin 7 DC?V-7wi - EH EA - LF LF 21 (� (0(old EA /�00LA? ?O - EA LF L EA D 4 EA EA (� - ((JOC) Sn I O� EA EA 2,It> 7, LF CiD IAA LF SF a' S �t'r— _ '17 4_v °(' SF -- 20`b SF 3 7S /qq SF MAR-04-03 TUE 02:10 PM CITY/FT COLLINS, PURCHAS FAX NO. 970 2216707 P. 09/10 Project: LeTADDAr # WBkI �tin�CPHrEo' Sp AWM Numbor llrscviption Estimated Quantity unit Una Celt Item Cat 608-06 Concrete Crompan with Aprons (9112") 7,521 SF (0 7 5 1 l ao — 608-07 H-Early Concrete (24 Hour) 222 CY 00 7: 770 � 50848 Plowable Fill Concrete 600 CY 7 r% o ____ _ 008-09 Exposed Aggerate Median SpWShblock (4-) 14.017 SF 6T)- r b7� U WIT 608-10 Pedestrian Refuge Island 300 SF — 608-11 Patterned and Decorative Asphalt Crosswalks 2.650 SF t r (019 5 — qso 509-01 Vertical Curb &Gutter (30") 7,177 LF l Curb &Gutter (Ian)5.689 LF �J 80�D3 W"3 Drive Driveway Curb Cuts (25' Wgtn) 3 EA i (s 609-04 R & R Vertical Curb and Gutter 150 LF 609-05 R & R Drive -Over Curb and Gutter 100 LF 61"1 Pressure Grouting 75 CY 75b 5625 od $19-01 20' DIP Class 51 with Field Lock Gaskets 619-W 20" Butterfly Valve with Valve Box 019-03 2(r 45 Degree Bend with Thrust Block & Mega -Lug 319-04 20" 22.5 Degree Bend with Thrust Bleek & Mega -Lug 519-05 2" Air Release Valve with Manhole and Vent (Per FCLWD) $19-08 Conrad to Fndstinng 20" DIP Main 619"07 Fme hydrant A55EYnbly 619-08 Slow -Off Assembly 619.09 Remove Existing 20" Valve (Deli to FCLWD) 619-10 Steal Encase 20" DIP Live Water Main 36" x 3W Coated Casing (FCLWD) 619-11 3W Irrigation Tap and Meter Pit $19-12 6" PVC " C900 619.13 1 11T Water Service and Meier Pit 619.14 Wet Tap 6" x 20" Yapping Saddle. Valve and Box 619.15 Cut 20" Valves In Subtotal Lsmatr Avenue tluandtles: No LF 2 FA 7 EA 2 EA 1 EA 2 FA 3 EA 1 to 1 EA 18 LF 2 EA 60 LF 1 FA i FA 2 EA MOO, 21 � 53, 3� 9s l attdseaointr Ouanderas' 6.0 2810.01 Irrigation System (This work does not Include median Irrigation) 1 LS S(, 3vo - Topsoil - Mix for Medians 1.420 CY I �, 20 - MSE Block RetainingWall (Approx. 4' Higl) 385 LF •---�I"a4�c}�,-��Z__7C- - Concrete Retaining W20(V High) 602 LF - Restore Rock Areas For Private Owners 1 LS c7 c So Landscaping Guentltlesk f I D , S 0o MAR-04-03 TUE 02:10 PM CITY/FT COLLINS, PURCHAS FAX NO. 970 2216707 P,10/10 Project: Lemay AVOnVe Widening Project ADDENDUM 7#1 BID SCHEDULE Spscntsm OBiicrlplion Eodmabd unit UaRcost asmCost Number ouinmy sNscellanaoue, t]tosntltie,s: ptp a' Contract Bond 1-00 LS _� .L�i( U W"l Construction Surveying 1.00 LS aJ D t7,-7- 626-01 Mobilization 1.00 LS .1� 1900 i 630-01 Type III Barricades 2.00 SECTION=Q� 630.02 Message Boards (7 beards for 20 days) 1.00 LS 2 100 � �� r q C7 630-03 TfafrcControl 1.00 LS 1 (� f Subtdalllflec.t]usnGNes: S , 5q(� 7 The sum of these two amounts will be used to determine the lowest successful bidder according to the following formula' A + S X (the daily Cost) = Cogtracbes bid for evaluatlon for the, lowest successful bidder Whom: A = Contractor's total bid for the work bums S m Number of Calendar Days required to substantially Complete the Work Daily Cost for this Project = $4,109.00 TbsttbOirFfs�tftiliF�ItlDaiasedot9lx ffpr�ylw ptsPas'dagbangtinq tM lnara�taueee�sfulblddersadarllhs�w no aNst3 on�ie`s:. aetuM'.fotatbid cir4t rarmrtoiNinclpe3Nak I)V- '7 q C q 8 A s Total Construction Cost (Lemay Avenue, Landscaping and Misc. Quantities) _ ?P(r, j 1 J B = Total number of calendar days bid s Told number of aslandar days bid ( ) X $4409.00 = ADDENDUM #1 BID SCHEDULE TOTAL PROJECT COST = A + B X (the daily cost) = $ Lf 5Vm� 00 s �tt�2S�iLA 1 � B. BID SCHEDULE (Base Bid) Please use the attached Hid Schoduls when AlIbmitting your bid_ 9. PRICES The foregoing prices shall include all labor, materials, transportation, shoring, removal, dewatering, overhead, profit, insurance, etc., to cover the complete work in place of the several kinds called for. Bidder acknowledges that the OWNER has the right to delete items in the Bid or change quantities at his sole discretion without affecting the Agreement or prices of any item ao long as the deletion or change does not exceed twenty-five percent (251} of the total Agreement price. RESPECTFULLY SUBMITTED: WCse 5P24wee '3 - / 6 — 0 3 31 rz ture --- Date Title License Humber (If Applicable) (So_ -al - 1f� B' -in by corporation) Attest• ll/ Address 4781 W. 58th Ave. Arvada CO 80002 Telephone (303) 429-2221 7/9f Section 00300 Page 2