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Home My WebLink AboutRESPONSE - BID - 5767 LEMAY AVENUE WIDENING PROJECT (7)Project: Lemay Avenue Widening Project ADDENDUM #1 BID SCHEDULE SN cittember Description Estimated ti atld Unit Unit Cost Item Cost Lemav Avenue 202-01 Wldenlna Quantities: Remove Pipe (RCP. CMP, PVC) 180 LF _ 17 3p(oU - 202-02 Remove Existing Wingwalls at Stone Creek Box Culvert 2 EA / D$S'- .a) 70 ' 202-03 Remove Existing Parapet Railing at Stone Creek Box Culvert 2 EA 605 JCMF—.2"r0 - S-YO- 202-04 Remove Vertical Curb And Gutter 3,058 LF 3.35 10 012'7. 4 u 202-05 Remove Concrete Sidewalk 7,898 SF O. S.Y- z/ 3 H 3. 40 202-06 Remove Crosspan and Aprons 8.386 SF O •g I & -79 A. G L 202-07 Remove Asphalt Sidewalk (4" Thick) 15,280 SF O. 1S` .23112 ` 202.08 Asphalt Taper MITI (0'-2' Depth) 420 SY /. r-j 0 sg4- - 202-09 Rotomill Asphalt Pavement (0"-2' Depth) 7,715 SY 1 . 1 O $4 S/ L . S-b 202-10 Rotomill Asphalt Pavement (5%10" Depth) 14,800 SY '2- a O 32120 - 202-11 Remove Existing Rip -Rap 2,941 SF /- So L/ y 11 .S'0 202-12 Remove Trash Pile at South Ridge Greens Golf Course 1 LS yq o o — y./00 — 202-13 Remove Existing Barricade (Type III) 1 EA Sr. S'e. - 202-14 Remove Existing Willow Tras at Stone Creek Box Culvert 1 EA SNO SN O 202-15 Remove Fence (Various Types) 1,135 LF / - 1135- 202-16 Remove Existing Sift Fence 486 LF 0 •1 72-40 202-17 Remove Power Pole Anchors 6 EA 57.5' 330- lt-0 202-18 Cap Irrigation Sprinklers 6 EA .SN y ` 202-19 Remove Manhole Cone Section - Abandon Sewer 3 EA SV 2 1 b $L " 202-20 Remove and Dispose of 2" to 4" Sprinkler Pipe 1 LS /q" 19 O'D 203-01 Unclassified Excavation 11,535 CY 1.40 /VITL ` 203-02 Embankment - (CIP) 3,266 CY .2, 1$" -70 21 .4) 0 203-03 Haul & Dispose 8,269 CY 4.4 D _ A/o fi $-10 203-04 Golf Course Grading 1 LS r41Do g10-0 ` 203-05 Borrow ABC (Class 5 or 6) - (CIP) 300 TON / O. 9 O 3 2 7 0 203-D6 Muck Excavation - (CIP) Soo CY .?B - /4/ ayy 203-07 Topsoil - (Stripping, Stockpiling, Placing) - 6" Depth 5210 CY 'r/. S S' ."iS 2Gg, cv 203.08 Topsoil - (Stripping, Haul Off-Sfte) 1,735 CY 4. /; 0 711gg) - 203-09 Temporary Access Road (Golf Course Maintenance Building) 1 LS 4 situ ` y,soy - 203-10 Median Splashblock/ Hardscape Shaping - (CIP) 13,350 SF /. D s /y o ) 7. iZ 203-11 Grade Stone Creek Channel Flowline and Slopes 1 LS G / UO - G 1 &D - 203-12 Graded Flow Channel (Park Property) 340 LF 4-2 5 ;t 1.25- - 203-13 Potholing 1 LS SL/ /y - SLl a t) - 203-14 Median Specialty Work (Excavation above Light and Power Dud Bank) 1,750 CY 6 . 2 t> / 0 0S-o - 203-15 Flowfill Section Over Shallow Utilities 1.800 LF as 3 94o-0 " 206-01 Structure Excavation 4.863 CY G .--. 2 9 17S/ 208-02 Borrow Structural Back8A Material (R-Value > 25) 3.800 CY _ / 0 . 3.S 35330 — 206-03 Structural Backfill Flow Fill 250 CY S3 ^-- 206-04 Filter Material (1 112" Washed Rock) 372 TON- 208-05 Dewatering 1 LS s elm '/qOD - 206-06 Structure Haul and Dispose 4,863 CY S. &0 .27,2 3 2, Sb 206-07 Structure Muck Excavation 225 CY ,S' G o /.260 - 207-01 Wetland Topsoil 100 Cy 7 — 7 611 — 207-02 Import Topsoil Screened 3" Depth (BOC) - (CIP) 1,200 CY 2 v .33— �2 y 52 c - 208-01 Erosion Control 1 LS t-/9W q9vo - 210-01 Adjust Manhole Ring/Cover 11 EA 1)' IS /.A f 0 210-02 Modify Manhole 5 EA 5/4!0 aa0'D 210-03 Adjust Valve Box (FCLWD) 19 EA Ito 4- 3 2 1 1 210.04 Relocate Blow Off (FCLWD) 2 EA Y/o - ) & 2 0 .— Project:' Lernay Avenue Widening Project ADDENDUM #1 BID SCHEDULE Spedharn Description Estimated Quantity Unit Unit coat Item Coat Number 304-01 Aggregate Base Course - (Class 5 or 6) - 6" Depth - (CIP) 10,794 TON It. 90 w. s-11- G 6 304-02 Aggregate Base Course Patch Placement - (Class 5 or 6) - 6" Depth - (CIP) 377 TON 10. q D 41 04.3 D 306-01 Reconditioning (8") 19,015 SY O. S- 101 O 414 -A3— 307-01 Flyash Subgrade Stabilization - (12%) 33.649 SY . O S- 13 L 2 -2 9 .14 aw 403-01 Hot Bituminous Pavement - Grading S (3" Depth) - (PG 64-28) 7,079 TON 3 Sr - .24 9 CIOX- 20 403-02 Hot Bituminous Pavement - Grading SG (4" Depth) - (PG 64.22) 7,807 TON 3.?. SU ;�.r3 72-7. SD 403-03 Asphalt Paver Patching - Grading S (3" Depth) - (PG 64-28) 215 TON S' 4 — 1 f 6 t O 403-04 Asphalt Paver Patching - Grading SG (4" Depth) - (PG 64-22) 495 TON y y — 2 37 /. O 403-05 Asphalt Patching - Grading SG (4" Depth) - (PG 64-22) 69 TON $ "7 " G Utz 3 403-08 80' x 4' Beaver Slide at Fossil Creek Bridge - Grading S (4" Depth) 32 TON 11. X Sr $K 420-01 Geotextile Paving Membrane 9,000 SY /-.2 Y� // a ,S-0 420-02 Geogrid Stabilization Fabric 1,188 SY 3.9 O it G 33. -2 (r 506-01 45'x80' Type L Rip -Rap, 6" Topsoil (CIP Per Detail) Sta. 22+60 It 1 LS Sd'S—W $ S—OT-) 506-02 22'x5O' Type L Rip -Rap, 8" Topsoil (CIP Per Detail) Sta. 22+60 rt 1 LS 30Erb . 31r6v 506-03 1OSc10' Type L Rip -Rap, 6" Topsoil (CIP Per Detail) Sta. 37+00 Lt 1 LS 8 ?S 6 7S 506-04 1 O'x25' Type L Rip Rap, 6" Top Soil (CIP Per Detail) Sts, 54+30 Lt 1 LS ) 3" — Oay 801-01 10' x 12' Pedestrian Underpass with Skylights 125 LF 1113 - 13 9t /a.r 601-02 4' x 12' Pre Cast Box Culvert - Wingwalls / Paraphet Walls and Toe Walls 180 LF 769 - / 3 7 Y4� 0 - 601-03 R 6 R Parapet Walla @ Stone Creak Box Culvert 25 LF R70 l 67 SO 603-01 15" ADS N-12 25 LF .20 410-0 603-02 15" ADS N-12 FES with Grate 1 EA 1 &9 � �1 L 9' — 603-03 15" RCP Class 111 300 LF N 0 /11T6t) 803-04 18" RCP Class III 25 LF 1P $ 7 C-b '- 603-05 24" RCP Class III 18 LF 3-7 G L L 803-06 24" RCP Class III FES with Grate 1 EA G S7- 603-07 Remove and Reset Existing 30" ADS FES 1 E4 110 _ /! 0 603-08 Concrete Joint Encasements 4 EA 10 32, P v 603-09 Median Underdrain Pipe System - (4" Perforated Pipe) 870 LF J 2 - ?(0 3?8`C / 1310 - 603-10 Median Underdrain Pipe System - (4" Solid Pipe) 315 LF /,i — 3720 603-11 Connect 4" PVC Solid Median Underdram to a new 4' Manhole 1 EA 92 ,S — 603-12 90 Degree PVC Bend (4") 1 EA S, IfV S,'[D 603-13 18" PVC SDR-35 (or District equal) 30 LF �P 97 1910 " 604-01 10' Type R Inlet 1 EA 3,1 W ,35" 604-02 Single Type 16 Combination Inlet 1 EA i?3t3V d 3 (y0 604-03 Double Type 16 Combination Inlet 1 EA 3 7" 37 TO 604-04 Inlet in Retaining Well with Trash Rack 1 EA O?gcrU �`iCIO 604-05 4' Diameter Manhole 1 EA /S3S /.S3S"- 607-01 3 Rail Dowel Rail Fence with No Climb Fabric 467 LF q 4.2U 3 607-02 Orange Safety Fence at Goff Course 1,739 LF J / 73 9 607-03 Portable Chain Link Fence (8' High) 800 LF 8..25- L 6. U 0 608-01 Concrete Sidewalk (6") 35.448 SF 2. GO 9a /1, y. ev 608-02 Concrete Sidewalk (5" Thick with Fibermesh) - Yosemite Brown (Saw Cut Joints) 5,272 SF I. 9 0 / S dg8 - 9'0 608-03 Concrete Ratwork at Underpass (6" Thick) - (Gray) 4,672 SF e7. 910 13 a $l. L O 608-04 Concrete Access Ramps with Truncated Dome (e") 6,293 SF S. go 33 9 ga . s o 808-05 Concrete Drive Approach (6") 800 SF 3. K 0 .?7.2 0 Project: Loma Avenue Ndenin Pro ject ADDEKDUM #1 BID �CHEUULE specs t m Numbw Description Estimated QuantityUnit Unit Cat Item Coat 608-08 Concrete Crosspan with Aprons (9 1f2") 608-07 Hi -Early Concrete (24 Hour) 7,821 SF Z /•� 608-08 Flowable FIII Concrete 222 CY �, 313.70 608-09 Exposed Aggerate Median Splashblock (4") 800 CY • %� 020.00 608-10 Pedestrian Refuge Island 14,017 SF 3.70 608-11 Patterned and Decorative Asphalt Crosswalks 300 SF 2,850 SF /S-/ 9AU, 609-01 609-02 Vertical Curb & Gutter (30") Ouffall Curb & Gutter (18-) 7,177 LF 609-03 Driveway Curb Cuts (25' Width) 5,689 LF --�. � o, a G 3 z � 609-04 R& R Vertical Curb and Gutter 3 EA 3 Zy, 9 7 Z i 609-05 R & R Drive -Over Curb and Gutter 150 LF — 2, 5b --7cd 100 LF ) % —' 618-01 Pressure Grouting 75 CY 13y /c , 0„$0 619-01 20" DIP Class 51 with Field Lock Gaskets 619-02 20" Butterfly Valve with Valve Box 600 LF --L=— y 2 0-G J 619-03 20" 45 Degree Bend with Thrust Block &Mega -Lug 2 EA 3?o& — — 7 9e& 619-04 20" 22.5 Degree Bend with Thrust Block &Mega -Lug 7 EA _ 619-05 2" Air Release Valve with Manhole and Vent (Per FCLWD) 2 EA 90 Fro 619-M Connect to Existing 20" DIP Main 1 EA - 4-Dati Z 5,36 819-07 Fire Hydrant Assembly 2 EA 2-coo yOGL. 819-08 Blow -Off Assembly 3 EA 23 ao ' ra 9 uu 619-09 Remove Existing 20' Valve (Deliver to FCLWD) 1 EA y 30rr — Ll c* 619-10 Steel Encase 20" DIP Live Water Main 36" x 3/8" Coated Casing (FCLWD) 18 S 7 7 619-11 3/4" Irrigation Tap and Meter Pit LF LF 2 4L I y z 619-12 6" PVC - C900 2 EA lilac) 2-9 L Q 619-13 1 1 /2" Water Service and Meter Pit 60 LF ZU — j Z.0 619-14 Wet Tap 6" x 20" Tapping Saddle, Valve and Box 1 EA Z Z7rY" 2-7-70 "- 619-15 Cut 20" Valves In 1 EA q5 Ors— '(SV& 2 E4 Subtotal L.rn.y Avenue Quantities: $ lLJndacaofao Quantltiss- 2810-01 Irrigation System (This work does not include median Irrigation) 1 LS - Topsoil - Mix for Medians - MSE Block Retaining Wall (Approx. 4' High) 1,420 CY / qee - Concrete Retaining Wall (8' High) 365 LF O / — 36 gGS - Restore Rock Areas For Private Owners 602 LF 2 ZO 1 LS Subtotal Landscaping Quantities: _ 2y 9y��°d) Project: Lemay Avenue Widening Project ADDENDUM #1 BID SCHEDULE speed m Number Description Estimated Quantity Unit Unit Coat Item Coat Mlecellanaow Quandilles: _ - - Contract Bond 1.00 LS 2-10do Zy,Otic) 625-01 Construction Surveying 1.00 LS levu l �_ Tod 626-01 Mobilization 1.00 LS � yU J 630-01 Type III Barricades 2.00 SECTION SSO / / OCJ 630-02 Message Boards (7 boards for 20 days) 1.00 LS 2z (a8o " 22, 6 Fri 630-03 Traffic Control 1.00 LS So - -5'9-2 5-0 Subtotal Misc. Quantities: $ The sum of these two amounts will be used to determine the lowest successful bidder according to the following formula: A + 8 X (ths daft' cost) w Contrectoes bid for evaluation for the lowest successful balder 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 The aboN formula will be veW solNy forgo pupaaa of Baler v* Yip ttr lovrsst nlocaastitl bidder and w/ llnrs m sfUet on ow A = Total Construction Cost (Lemay Avenue. Landscaping and Misc. Quantities) 9 i 8 W Total number of calendar days bid . Total number of calendar drys bid ( i 2 0 ) X $4,109.00 . ADDENDUM #1 BID SCHEDULE TOTAL PROJECT COST = A + B X (the daily cost) _ 00 ycz3.o86' 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 = Contractors 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 ( l -7 o ) X $4,109.00 = $ "T q �S , 0 8 0 O�—L TOTAL PROJECT COST = A + B X (the daily cost) = 24 03 -101-- 0 S RE DATE - f ti TITLE ADDRESS P.O. Box 405 (970) 785-6161 PHONE/FAX Xav q�-7g5-�r►5