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HomeMy WebLinkAboutRESPONSE - BID - 5767 LEMAY AVENUE WIDENING PROJECT (2)-03 TUE 03:16 Phi CITY/FT COLLINS, PURCHAS FAX NO, 970 2216707 f-gect: Lemay Avenue Widening Project ADDENDUM n1 BID SCHEDULE P. W10 12-4vl-69 r' Sp9rJltem Numoer Dentdptlon Qxvantl� unit Unit C-W Item Cofit Lamay Avenue_ Widening Quantittas: 202-01 Remove Pipe (RCP, CMP, PVC) 180 LF e,Qd -2- GO 202-02 Remove Existing Wingwalts at Stan Creek Box Culvert 2 EA 100 go 0—_ 202-03 Remove Existing Parapet Railing at Stone Creek Box Culvert 2 EA 145 29 Q 202-04 Remove Vertical Curb And Clutter 3.056 LF 0. 75 2. Z9 2 _ 202-05 Remove Concrete Sidewalk 7.898 SF O. 30 2-3 (09. 4O� 202-05 Remove Crosspan and Aprons 81355 SF O- W 503 1. b 0 202-07 Remove Asphalt Sidewalk (4" Thick) 15.280 SF 0. 2-0 305 (6 202-08 Asphalt Taper Mill (0"-2" Depth) 420 SY 3- 50 147 202-09 Rotomill Asphalt Pavement (0"-2- Depth) 7.715 SY 2. oo i S, 4 3 O 202-10 Rotomill Asphalt Pavement (5'-10' Depth) 14.600 SY 1,75 25, S S 0 202-11 Remove Existing Rip Rap 2,941 SF 0.60 ► 76 4. GO 202-12 Remove Trash Pile at South Ridge Greens Golf Course 1 LS -% 50 750 202-13 Remove Existing Barricade (Type 111) 1 EA Soso 202-14 Remove Existing Willow Tree at Stone Creek Box Culvert 1 EA 350 3S Q 202-15 Remove Fence (Various Types) 1.135 LF LOV I 135 202-16 Remove Existing Sift Fence 486 LF i, 00 202.17 Remove Power Pole Anchors 6 EA 2Z S 1 350 202-18 Cap Irrigation Sprinklers 6 EA _ So 300 202.19 Remove Manhole Cone Section - Abandon Sewer 3 EA /� t0 5 O 50 1950 202-20 Remove and Dispose of 2" to 4' Sprinkler Pipe i LS S 0 O 850 203-01 Unclassified Excavation 11,535 CY 1,00 IL S35 203-02 Embankment -(CIP) 3.2W CY a00 _... 9'. 7 98 203-W Haul & Dispose 8,269 CY 5.00 �} 34 S 203-04 Golf Course Grading 1 IS i 500 i i 500 203-05 Borrow ABC (Class 5 or 6) - (CIP) 300 TON i 3, a0 a 9 Qo M 203-06 Muck Excavation - (CIP) Soo CY 3(0. 0O i o0, n(pc) 203-07 Topsoil - (Stripping. Stockpiling, Placing) - 6" Depth 5,210 CY 3. 00 .� 15 (c 3 Q 203-08 Topsoil - (Stripping, Haul Off -Site) 1.735 CY (0,00 10.410 203-09 Temporary Access Road (Golf Course Maintenance Building) 1 LS 3,700 � 3 00 203-10 Median Splashblock/ Hardscape Shaping - (CIP) 13,350 SF 1.00 j-7 1 3, 3SO 203-11 Grade Stone Creek Channel r1awlin and Slopes 1 LS 1000 1 O QQ 203-12 Graded Fiow Channel (Park Property) 340 LF , 00 'Z- 7 2 O 203.13 Potholing 1 LS S 5 UO _ S S OO 203-14 Median Specialty Work (Excavation above light and Power Duct Bank) 1,750 CY 7.60 5 203-15 Flowfill Section Over Shallow Utilities 1.800 LF 22.s0 !±CFJ Soo 206-01 Structure Excavation 4,8Cy3 CY 2.50 1.2g I S7, SO 206-02 Borrow Structural Backfili Material (R-Value a 25) $,800 CY 13.00 � 14 OCR 206-03 Structural Backfill Flow Fill 250 CY 59. G0 1 ? , 2 S Q 206-04 Filter Material (1 1/2" Washed Rock) 372 TON G0 _ 71 9 1? 206-05 Dewatering 1 LS �2-1. 3 S 00 206-05 Structure Haul and Dispose 4,863 CY 2-R. 17 9 208-07 Structure Muck Excavation 225 CY �� OC 1 "2-SO 207.01 Wetland Topsoil 100 CY i g- GO 00 207-02 Import Topsoil Screened 3" Depth (BOC) - (CIP) 1.200 CY Jam. Gil 208-01 Erosion Control 1 LS 9000 9 000 210-01 Adjust Manhole Ring/Cover 11 EA iT oo 1-(- 4 QO 210-02 Modify Manhole 5 EA 15 0 C) % S 00 210-03 Adjust Valve Box (FCLWO) 19 EA -2-00 ;3 8 00 210-04 Relocate Blow Off (FCLWD) 2 EAZCi 00 5600 <r -03 TUE 03:17 PH CITY/FT COLLINS, PURCHAS FAX NO. 970 2216707 P,08/10 eject: Lamely Avenue Widening Project y'` ADDENDUM 7r1 BID SCHEDULE Spac/Ftem D04criptlon Estlsatad unit unit Cost Item Goat Numtw Qu ty 304-01 Aggregate Base Course - (Class 5 or 6) - 5" Depth - (CIP) 10,794 TON O. 00 10 / 0 304-02 Aggregate Base Course Patch Placement - (Class 5 or 6) - 6' Depth - (GIP) 377 TON 12— 2 306-01 Reconditioning (8") 19,015 Sy 0. SS 10 ; L+ 307-01 Fiyash Subgrade Stabilization - (12%) 33,649 $Y 4, 00 3 S9 (p i 403-01 Hat Bituminous Pavement- Grading S (3" Depth) - (PC 64-28) 7,079 TON 3.7" 25 2(0. (OCj 2, �5 403-02 Hot Bituminous Pavement - Grading SG (4- Depth) - (PG 64-22) 7,807 TON Q, 75 2-40_0(OS . 25 403-03 Asphalt Paver Patching - Grading S (3" Depth) - (PG 64-28) 215 TON 00 i 09 (O sj 403-04 Asphalt Paver Patching - Grading SG (4' Depth) - (PG 64.22) 485 TON —00 �� j`L(O 5 403-05 Asphalt Patching - Grading SG (4" Depth) - (PG 64-22) 69 TON F2 oo j (O j g 403-06 80' Y. 4' Beaver Slide at Fossil Creek Bridge - Grading S (4- Depth) 32 TON 150 _ 5 7 6Q 420-01 Geotextile Paving Membrane 9.000 SY 1. 2S t 25 0 420-02 Geogrid Stabitization Fabric 1,168 Sy W"l 45'x80' Type L Rip -Rap, 6" Topsoil (CIP Per Detail) Sta, 22+50It 1 LS laoo I ter QQC 506-02 22'x50' Type L Rip -Rap, 6' Topsoil (CIP Per Detail) Sta. 22+60 rl 1 LS * 5OCJ q 5 ® 0 506-03 10'x10' Type L Rip -Rap, 6" Topsoil (CIP Per Detail) Sta. 37+00 Lt 1 LS 1 000 1 000 506-04 10'tQ5' Type L Rip Rap- 6" Top Soil (CIP Per Detail) Ste, 54+30 Lt 1 LS 140 Q _ , i 400, 601-01 10' x 12' Pedestrian Underpass with Skylights 125 LF Z2S t S3,t ZS 601-02 4' x 12' Pre Cast Box Culvert - Wingwalls / Paraphet Walls and Toe Walls 160 LF -775 139 S 0 0 601.03 R & R Parapet Walla @ $tone Crook Box Culvert 25 LF y'ZS t Q l (c: Z5 603-01 15-ADS N-12 25 LF 37, 00 9 2 S 503-02 15" ADS N-12 FES with Grate 1 EA 00 Li Q-0 60&03 15" RCP Class 111 300 LF 30. oo 9 000 603-04 18" RCP Class III 25 LF 90- Z. Z. S 0 603-05 24- RCP Class III 18 LF 1 Q-7 I Z,(p 603-06 24" RCP Gass III FES with Grate 1 EA I O0 0 603-07 Remove and Reset Existing 30" ADS FES 1 EA __L0QQ 3rj-�0 3OC� 0 603-08 Concrete Joint Enr2saments 4 EA ZC� 1 Q Q 603-09 Median Underdrain Pipe System - (4" Perforated pipe) 870 LF �O 39 is 603-10 Median Underdrain Pipe System - (4" Solid Pipe) 315 LF, 603-11 Connect 4" PVC Solid Median Underdrain to a new 4' Manhole 1 EA 1550 I S S C 603-12 90 Degree PVC Bend (4') 1 EA 3.Ol00 :30- G O 803-13 18" PVC SOR-35 (or District equal) 30 LF - 12S 3 % O 50"1 10- Type Rinlet 1 EA 3SO0 3500 604-02 Single Type 16 Combination Inlet 1 EA !-f Q 4000 604-03 Double Type 16 Combination Inlet 1 EA L-} Z "'JiQ 4 ZV 0 604-04 Inlet in Retaining Wall with Trash Rack 1 EA I % co 17 0 0 604-05 4' Diameter Manhole 1 EA 3500 39 00 607-01 3 Rail Dowe(Rail Fence with No Climb Fabric 467 LF 11.so 5 3 70, 52 607-02 Orange Safety Fence at Goff Course 1.739 LF o.90 j rj �2 S _ ( O 607.03 Portable Chain Link Fence (6- High) 800 LF 2.7 S 2—ZOO 608-01 Concrete Sidewalk IV) 35.448 SF 2. 440 8 SA 0_7 S. 2-0608-02 Concrete Sidewalk (5" Thick with Fibertnesh) - Yosemite Brown (Saw Cut Joints) 5,272 5F 3600 _ I 80&-03 Concrete Flatwork at Underpass (6" Thick) - (Grey) 4.672 SF 2,7s 1 Z B 4 $ 609-04 Concrete Access Ramps with Truncated Dome (81) 6,293 SF 5.35 t 33, (a 6 -7. ss 608-05 Concrete Drive Approach (6") Soo SF .'35 2t 6 $ O A-03 TUE 03,17 PN CITY/FT COLLINS, PURCHAS FAX NO. 970 2216707 P,09/10 oject: Lemay Avenue Widen in Pro ect ADDENDUM �CNE�ULE 41 BID SpaGTem Numtwr pescription EStinuttad tluantlty Unit unit Coot Item Cost 608-06 Concrete Crosspan with Aprons (9 112") 7,621 SF L}i O 0 30 t'1 608-07 Hi -Early Concrete (24 Hour) 222 CY -7 rj" GU1 (0 5 Q 608-08 Flowable Fill Concrete 600 CY 3,UO �1 2-5. E00 608-09 Exposed Aggerate Median SpLashblock (4") 14,017 SF 60 ✓, 50 )L+ r'p " ZO 609-10 Pedestrian Refuge island 300 SF SO 5 G 608-11 Patterned and Decorative Asphalt Crosswalks 2,650 Sr 5 O I 600,01 Vertical Curb & Gutter (30') 7,177 LF $, 61 � 0 0 4, sC) 609-02 Outfall Curb & Gutter (1 a') 5.689 LF +7, S O '-} Lam? 6-7 , S O WO-03 Driveway Curb Cuts (25' Width) 3 EA 310 9 3 O 609-04 R & R Vertical Curb and Gutter 150 LF _ 12, 25 _ 1 8 37- SO 609-05 R & R Drive -Over Curb and Gutter 100 LF 2. �5 1 2-25 618-01 Pressure Grouting 75 CY ZQO I St, o0c) 619-01 20" DIP Class 51 with Field Loa Gaskets 600 LF 52.00 3 1 -00 619-02 20" Butterity Valve with Valve Box 2 EA i 618-03 20" 45 Degree Bend with Thrust Block & Mega -Lug 7 EA5 QQ I0.500 619-04 20.22.5 Degree Bend with Thrust Block &Mega -Lug 2 EA —J.--. - 150 Q _ 3 Q Q Q 619-05 2` Air Release Valve with Manhole and Vent (Per FCLWD) 1 EA 5 S 00 5 s O r�_ 619-06 Conned to Existing 20" DIP Main 2 EA 15 ®© O Q O 619.07 Fire Hydrant Assembly 3 EA 3 Cam- C Q (Q S© O 819-08 Slow-Cff Assembly 1 EA Q Q�l 1 4+ Q Q Q 615-09 Remove Existing 20' Valve (Deliver to FCLWD) 1 BA 1000 619-10 Steel Encase 20" DIP Live Water Main 36" x 3/8" Coated Casing (FCLWD) 18 LF Z% 5 i-'1- 9 S 0 619-11 3/4" Imgation Tap and Meter Pit 2 EA 100 2 0 O Q W 619-12 6" PVC - C900 60 LF 3(2 00 619.13 1 1/2" Water Service and! Meter Pit 1 EA _, 1 g co Q O 619-14 Wet Tap 6" x 20" Tapping Saddle. Valve and Box 1 EA 4 i+0 C L1 o 619.15 Cut 20" Valves In 2 EA 2-SO0 s Qe o Subtotal Camay Avenue Quantities: s 21 13 -7) $ S 6. 9 0 Landy=iaina Quantities: //� 2810-01 Irrigation System (This work doas not include median irrigation) 1 LS �Oa0�0 % lJ) O O d Topsoil - Mix for Medians 1,420 CY (O. OU 2Z , 7 Zi) MSE Block Retaining Wall (Approx. 4' High) 365 LF -75.00 Z7 i 375 Concrete Retaining Walt (8' High) 602 LF 2-1 S 1 D y 1+ 0 Restore Rock Areas For Private Owners 1 LS 3500 33 j G O Subtotal Landscaping Qua Mes: $ 2159) 0 2'S ,4-03 TUE 03,17 PM CITY/FT COLLINS, PURCHAS FAX N0, 970 2216707 P,10/10 ,,,Ct: Lenlay Avenue Widening Project ADDENDUM 5"1 BID SCHEDULE Siw'Item Numtwr Da ription fesUmeled Quint*Unit Unit Coat Item Goat �Miacella uantitlss: 1.00 Ls 2-7 JOG 2:7 O O O Contract SON 1.00 LS Z OOD , 21 OOO szs-01 626-01 Cans,,udion Surveying Mobilization 1.00 LS `FD, C)OD t{-t, , 000 -- — 630-Q1 Type III Barricades 2.00 SECTION (70 fc, 00 630-02 Message Boards (7 boards for 20 days) 1.00 LS I 630-03 Traffic Control 1.00 LS , ZS �� 7 2--SO Subtotal Miss Quantitlea: S I - C8 U S `J The sum of these two amounts will be used to determine the lowest successful bidder according to the following formula: A + a X (the daily cost) = Contractor's bid for evaluation for the lowest succes3ful bidder Where: A = Contractor's total bid for the work items S = Number of Cslenoar Days required to substantially complete the Work Daily Cost for this Project _ S4,109.00 17fetallnve OortnuOR'w�t De used eobly forttw Pepaae of de0empft the lowest sucos illul- idder low,wllll have no afieG on the': 'aduei'aiCtotbid'Cost�lorrnrtrolrUnOefelvtxfc:; .: "' -_,.-. ' :,.... A- Total Construdon Cost (Lemay Avenue, Lardscaping and Misc. Quantities) S 2-1 S -7S f 731.9 O a = Total number of calendar days bid - Total number of calendar days bid ( I `L 0 ) X s4,los.00 = S 49 O so ADDENDUM #1 BID SCHEDULE TMAL PROJECT COST = A + B X (the daily cost) Q r� 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) $ Z r S% S t -7 3 1. 90 B = Total number of calendar days bid = t}.p �Sq -b Total number of calendar days bid ( �(J ) X $4,109.00 = $ '\ \� r ogC TOTAL PROJECT COST = A + B X (the daily cost) = $ 31 06 C> ; p I � . 90 3 •t ( 03 DATE FIRM NAMES ADDRESS Vlo. ,R Q� ^car-�r'f CSC �f3d3�'1 PHONE/ FAX (k7o-) it FA