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Home My WebLink AboutRESPONSE - BID - 5858 MISC. STREET IMPROVEMENTS (2)Material Costs. Cost plus 10 % for materials costing less than $500.00. Maximum allowed is 10% Cost plus g % for materials costing $500.00 or more. Maximum allowed is 8% CONTRACT AWARD Award will be based upon (1) The most favorable total cost for the labor, material and mark-up requirements stated below and (2) the Service Provider meeting the requirements of the Service Agreement. Contractor must provide an equipment list with current pricing per hour with an operator and a list of proposed sub -contractors with the bid. Firm Name M0 GLvvl �0x14{r2t/G�C1 �Sl 1lK� Are you a corporation, DBA, Partnership, LLC, PC) Signature U.44 PRINTED NAME Title kF 5 16'F,NT Address P 0, 9 dx,a 5 Plra--l-f-eUz lie, C/. �dG Phone/Fax 5170 - 7 �--S - 61 l - -FAX ` e - 7F5-- ZS [ S 11 Bid Schedule for Addendum #1 Miscelaneous Contract Bid Tab Item Quant Unit Total Number Description itV Unit Corr Cost 2-01 Remove pipe ADS-CMP-RCP-PVC-CLAY TILE 30 LF 2-02 PlugExistingPie 12"-36" 1 EA ISO -03 r Remove Vertical Curb 137 LFZ2"-04 Remove Roll Over Curb And Sidewalk. 100 LF i 2 - - -05 Remove Cross pan/Driveway/Apron. 150 SF /,so ?mod 2.2S - 202-06 Remove Concrete Paving 8" Avg Depth, 400 SF D 6co 202-07 Remove Asphalt 8". 50 SY - d 202-08 RotoMill 3"-4"Asphalt. 100 SY 202-09 Profile Mill 0-3". 600 SY If8 202-10 Remove Sidewalk 4"-6". 403 SF +fo 202-12 Remove Ri Ra . 20 SY 202-13 Remove Fence Various Types. 100 LF a 202-14 Saw Cutting Existing Asphalt. 100 LF —j 1 0 - 203-01 Unclassified Excavation. 115 CY 203-02 Embankment CIP . 75 CY- 203-03 Borrow Suitable Fill Material. 50 CY - _ 203-04 Haul Dispose. 65 CY 60 SZO - 203-05 To soil(Stripping, Stockpiling, Placing)75 CY / - 203-06 Muck Excavation CIP . 50 CY b �" �od _ 203-07 Borrow ABC Class 5 or 6 CIP . 50 Ton - Z 6 203-08 Borrow Fill R-25 50 CY - 6t) - 203-09 Median Splash Block Shaping 500 SF I 1-5-v " 203-10 Im ort Topsoil Screened 50 CY 2 ^ p / W 203-11 Potholing 10 EA SJ D 560 206-01 Structure Excavation 50 CY- 206-02 Structure Backfill On Site Fill 50 CY 6 - 206-03 Haul And I pi/plinn 50 CY b 6 206-04 Structure Backfill Flow Fill 50 CY -r ow - 206-05 Filter material 1" 1/2 " washed rock 50 Ton 25 206-06 Dewaterin 15 Da 9750 208-02 Silt Fence Furnished And Installed 320 LF I� p - 208-03 Straw Bales Furnished And Installed 10 LF -- 8J 208-04 Soil Retention Blanket 150 SY D 50Q 03 210-01 Adjust Valve Box EA - 8 210-02 Adjust Manhole Ring/Cover 2 EA - .- 210-03 Modify Manhole 2 EA 210-04 Relocate Fire Hydrant. 1 EA 2 210-05 1 Relocate Water Meter 1 EA a- 1 W god 3 210-05 Relocate Water Meter Y �j 1 210-06 _ Relocate C.P. Test Station 1 EA -- 210-07 Irrigation Service 3/4"-1" 2 EA- EA 210-08 Relocate Fence Various Types 100 LF 210- 99 Relocate Mailbox(provide tem ora service 2 EA 304-01 Aggregate -Base CL 5-6 CIP 6" 50 Ton 5 — I25J 304-02 Shoulderirfq Base Class 5-6- (4in) CIP 50 Ton 'Z2 — 1 00 304-03 Patch Placement Base CL-5-6 6" CIP 50 Ton I5 306- 11 Reconditioning 8" 50 SY 403-01 Asphalt Patching Grading S 3" Depth) 3 Ton Sad _ 00 — k 403-02 Asphalt Patching Grading SG 6"-10" Depth 6 Ton 3W — 403-03 Hot Bituminous Pavement - GradingS 3" Depth) 50 Ton 1/0 00 403-04 Hot Bituminous Pavement - GradingSG 4" Depth) 50 Ton //0 ' 5Go S5- 403-05 As halt Paver Levelin Course SG 25 Ton /sd 710 403-06 Asphalt Paver Patch GradingS 3" depth) 25 Ton /S 6 — 750 — 412-01 Concrete Pavement 10" 75 SY 412-02 Concrete Pavement 8" 175 SY qZ 420-01 Geotextile Stabilization Fabric 50 SY 420-02 Geo-Grid Reinforcement 50 SY — 420-03 Geotextile PavingFabric 50 SY 2y — p7 Zod 506-01 RipRapwith Type II Bedding, Topsoil -CIP 10 SY- 603-01 12" CMP 27 Lf 603-02 12" CMP FES 2 Ea 603-03 24" CMP 30 EA 603-04 24" CMP FES 2 LF 200 — god "- 603-05 12" Class III RCP 30 LF _ 603-06 15" Class III RCP 30 LF- Od 603-07 18" Class III RCP 30 LF 0 603-08 21" Class III RCP 30 LF 603-09 24" Class III RCP 80 LF 603-10 27' Class III RCP 30 LF So — �- ( of 603-11 30" Class III RCP 30 LF S 7 — 603-12 36" Class III RCP 30 LF I I 21bD 603-13 42"Class III RCP 30 LF 9 — 920 603-14 12 RCP Class III FES 2 EA — -, 603-15 15 "RCP Class III FES 2 EA $ 000 100 — 603-16 18" RCP Class III FES 2 EA SO ' 136d 603-17 21" RCP Class III FES 2 EA 80 -. (60"' 603-18 24" RCP Class III FES 2 EA- 603-19 27" RCP Class III FES 2 EA 603-20 30" RCP Class III FES 2 EA "- 603-21 36" RCP Class III FES 2 EA /boo l oo 603-22 42" RCP Class III FES 2 EA 12A1 2 yod 603-23 24"x 38" RCP 30 LF — 297-0 603-24 24"x 38" RCP- FES 2 EA 100 ' 21500 603-25 14" x23" RCP 30 LF 6 _ 1115a ' 603-26 14"x 23" RCP FES 2 EA 906- Moo - 603-27 Trash Rack 2 EA qeo -' 1800 - 603-28 15" ADS N-12- 30 LF 1170 - 603-29 15" ADS., FES 2 EA ?,So- 603-30 18" ADS Pipe N-12 30 LF - 1200 - 603-31 18" ADS FES 2 EA 280 603-32 1 24" ADS Pi eN-12 30 LF 606-33 24" ADS FES 2 EA 3,zO - (040 603-34 36" ADS Pipe N-12 30 LF &It lq2,o - 603-35 36" ADS FES 2 EA SD 13to 603-36 4" PVC Irrigation Pipe SCH-200 30 LF 26 Igo 603-37 4" Sanitary Sewer Service SDR-35 30 LF 3q _ %o2o - 603-38 6" Pvc Sanitary Sewer 30 LF 2 -- O - 603-39 8" Pvc Sanitary Sewer SDR-35 30 LF yo - 603-40 1 Concrete Encasement 20 LF S -p - 603-41 Concrete Cut Off Walls ditch crossing) 2 EA 75-0 _ 15Zso 603-42 Pipe Headwall 2 EA 22W 4 L4cso 603-43 4" Median Underdrain Pipe Perforated 30 LF 22 L 603-44 4" Median Underdrain Pipe Solid 30 LF Z7- 603-45 4" Clean Out 2 EA //0 604-01 1 Type 3 Single Inlet 2 EA Zboo "' s iv-o 604-02 Type 3 Double inlet 2 EA 3co0 - LavO 640-03 5'Type R Inlet 2 EA '2 goo s%o-0� 604-04 10' Tye R Inlet 2 EA 3$00 - -1a-= 604-05 15'Type R inlet 2 EA gZSO sirO 604-06 Combination Type 13 Inlet 2 EA _ 26ou S,Pwo- 604-07 COFC Single Inlet ( Area Inlet) 2 EA 22-o0 4qu,0 604-08 4' Diameter Manhole 2 EA Aood'- I,",, ` 604-09 5' Diameter Manhole 2 EA 3500 -em- 604-10 5' Diameter Manhole Drop 2 EA 42do " 604-11 6' Diameter Manhole 2 EA S -0oo ' ca 607-01 Temporary Fence -Corral Fence 100 LF IM 607-02 TempFence- Corral Panel + screen 100 LF 607-03 PrivacyFence 8' Cedar 100 LF a,5 0-0" 607-04 PrivacyFence 6' Cedar 100 LFo'zo rk- o 607-05 2 Rail S lit 100 LFi 607-06 3 Railed Dowel Fence 100 LF 607-07 4 Strand Barb Wire 100 LF $ uV - 607-08 Orange Safety Fence 100 LF 2cV 608-01 Concrete Sidewalk 4" 500 SF 2 608-02 Concrete Sidewalk 6" 935 SF 7 7--7- 608-03 Concrete Access Ramps with Colored Landings 6" 36 SF 608-04 Concrete Drive Approach 6" 250 SF lto0' 608-05 Drive Over Curb+Sidewalk 6" 200 SF 608-06 Concrete Cross ans+Aprons 10" 390 SF /0 3q�� 608-07 Concrete Trickle Pan 4ft Wide 6" Thick 760 SF - Colored Concrete Bike Path 5" Fibermesh And 8-09 Sto Pad 6" Flat Work vw 500 or SF -( '4-SD 6U �asu 8-10 8-11 1608-12 estrian Refu a Islands arl Concrete 24hr FFIow 100 25 SF Cy 10 - Ko " Fill 50 C _ So 609-01 Remove and Replace Concrete Curb and Gutter match existing) 100 LF 3` ,tm - 609-02 Vertical Curb+Gutter 30" 66 LF 8 "-" 609-03 Outfall Curb+Gutter 18" 50 LF 19 - - 609-04 609-05 609-06 Rollover Curb+ Gutter Driveway Curb Cuts Asphalt Curb 50 4 15RLF LF EA 2A - (40 - i o0 0 - p - 610-01 Ex osed A re ate Concrete Hardsca a Medians 4" 250 oo0610-02 Patterned Concrete Stam ed) 250 610-03 Interlockin Sidewalk Pavers-T e 1 250 a 619-01 619-02 6" DIP Class 52 And Poly Wrap 6"x6" Tee 30 1 LF EA- s - - 619-03 6"x6" Cross 1 EA 22S- 619-04 6" 45` Bend 1 EA de) _ 619-05 6" Gate Valve And Box 1 EA 00 ' l�v 619-06 6" Mega Lugs Restraints 2 EA yo - - 619-07 6"x2" Blow Off 1 EA i p - - 619-08 8" DIP Class 52 And Ploy Wrap 30 LF - - 619-09 8"x6" Tee 1 EA 2rw - ag-V 619-10 8"x8" Cross 1 EA Z-7- - S - 619-11 8" 45 ' Bend 1 EA /S�) - - 619-12 8x2" Blow Off 1 EA DO - - 619-13 8" PVC C-900 30 LF 0 - - 619-14 8" Gate Valve And Box 1 EA d ._ 619-15 8" Mega Lugs Restraints 2 EA 7S- 619-16 8"x2" Blow Off 1 EA -7-75- - 619-17 Fire H drant 1 EA 2yo� ay 619-18 6" Fire Hydrant Extension 1 EA as ST D 619-19 12" Fire Hydrant Extension 1 EA 6S0 S� 619-20 3/4" Copper Pie 30 LF 3LI- - 619-21 3/4" CorpStop 1 EA a - 619-22 3/4' Curb Stop 1 EA S 619-23 3/4" Meter Pit with 3/4" Yoke 1 EA 2 j 619-24 1" Copper Pie 30 LF - as 619-25 1" CorpStop 1 EA - 619-26 1 " Curb Stop 1 EA 100 619-27 619-28 1" Meter Pit with 3/4" Yoke 1" Air Vac Assem bIv 1 1 EA EA 27; ' SOp 7S 9 6 2810-02 6" CL-200 PVC Main 4.5 cover 100 LF b 5000 2810-03 Cap Irrigation Line 2 EA 3v - (ad 2810-04 Sprinkler Line Install Trenching and Backfill 100 LF - Jfoo - 2810-05 Mainline PVC Class 200 3" 100 LF 2S 7-Sc) - 2810-06 Laterals PVC 200 2"-11/2"-1" 100 LF 20 2cxx� - 2810-07 Remote Control Zone Valves 2 EA rj -0 qod 2810-08 Isolation Gate Valves 2" Square Nut 2 EA 0 2zo - 2810-09 Valve Boxes 2 EA- 2810-10 2810-11 Control System 18 Station Electric Control Wiring ( 5 Wires #14 Feed and #12 Common) 1 100 EA LF 60,03iad - 2810-12 Gear Driven Rotor Heads Rainbird 2 EA pU by 2810-13 Pop Up Spray Heads Rainbird 4 EA 2810-14 Xeri-Pop Heads 2 EA 20 '- 40 - 2810-15 Drip System Pie 100 LF S SbJ - 2810-16 Sidewalk Bore 100 LF Z 2900-01 Wood Mulch 500 SF - 2900-02 Landscape Cobbles CIP 6"-9" Size 2 Ton 70- Ato 2900-03 Topsoil 60/40 Mix For Medians CIP 20 CY qm 2900-04 Native Seedin 0.5 ACR E - 3aao lSoJ� 2900-05 Turf Sod 6500 SF I ,ZS �Q 'i( 00v Vol IALC tut 13 -N v1 r G 76. Zg OL ) Note: Also attach Labor Costs and Equipment costs to be used for unanticipated additional work. th TOTAL 9 2�3- 7 I. ... 1... 1N II". 1. 1 F. i Mountain Constructors, Inc. Labor and Equipment Rates 5/20/2004 Description Hourly Rate (No Operator) PM/Supervisor $60.00 Operator $40.00 Truck Driver) $40.00 Labor $35.00 Tandem Dump Truck $60.00 Water Truck - 2000 Gal $60.00 Water Truck - 3500 Gal $65.00 Semi w/Trailer $75.00 CAT Motor Grader $85.00 CAT Track Backhoe $135.00 JD Rubber Loader/Backhoe $75.00 CAT Loader $85.00