Loading...
HomeMy WebLinkAboutRESPONSE - BID - 7044 MISCELLANEOUS STREET IMPROVEMENTS7044 Miscellaneous Street Improvements Bid Tab Addendum 1 Item# Description Qty. Unit Unit Cost Total Cost 202-01 Remove pipe ADS-CMP-RCP-PVC-ClayTile 30 LF 11.90 3 , CC 202-02 Plug Existing Pie 12"-36" 1 EA , 00 3 4S7. 00 202-03 Remove Standard Type II Vertical Curb 137 LF 3, ZO 4 . -0 202-04 Remove Roll Over Curb And Sidewalk 100 LF 1 D 10 .00 202-05 Remove Cross an/Drivewa /A ron 150 SF ,14 -7.50 202-06 Remove Concrete Paving 8" Avg Depth. 400 SF 2 . S J, 100,00 202-07 Remove Asphalt 8" Avg. Depth. 50 Sy b , 6 , 00 202-08 Roto Mill 3"-4" Asphalt. 100 Sy 3,00 3 pp. DD 202-09 Profile Mill 0-3". 600 SY & .15 3 Q () 202-10 Remove Sidewalk 4"-6" Depth. 403 SF . 'j (a&5. 10 202-11 Remove Ri Ra . 20 Sy i L4. 35 ZbT 00 202-12 Remove Fence Various Types. 100 LF 1.15 ' 15100 202-13 Removal of Pavement Marking. 100 LF 5 .20 52.0.00 202-14 Saw Cutting Existing Asphalt. 100 LF 1. 46 I L4S,Op 202-15 Saw Cut Conc. 6" or Less in Depth 100 LF 4-c6 Li 05.00 202-16 Saw Cut Conc. More Than 6" Depth 100 In/L F S7v r;70.00 202-17 Saw Cut Asphalt 6" or Less in Depth 100 LF 1.50 1 00. 00 202-18 1 Saw Cut Asphalt More Than 6" Depth 100 In/L F 2.4p 2.+0 .00 203-01 Unclassified Excavation. 115 CY 5. co 203-02 Embankment CIP . 75 CY . o O 3 0o . 00 203-03 Borrow Suitable Fill Material. 50 CY j ,rjC-> 203-04 Load, Haul And Dispose. 65 CY &Q 37, O0 203-05 Topsoil (Stripping, Stockpiling, Placing) 75 CY , `1O /7 0 203-06 Muck Excavation. 50 CY 22,35 Ij ( - , So 203-07 Borrow ABC Class 5 or 6 CIP . 50 Ton Z I , (00 I O O.O 203-08 Borrow Fill R-25 50 Ton 15,70 7E6, 00 203-09 Median Splash Block Shaping 500 SF 0.50 2- D,00 203-10 Import Topsoil Screened 50 CY O 30.00 206-01 Structure Excavation 50 CY % 0 206-02 Structure Backfill On Site Fill 50 CY J5, 00 0�.00 206-03 Backfill Class I 50 CY 7, pp 1 -15p,00 206-04 Backfill Class II 50 CY 0,45 4 5-7Z , 50 206-05 Haul And Leveling 50 CY 14, Z.0 710.00 206-06 Structure Backfill Flow Fill 50 CY q3, 00 4 (a50, 00 206-07 Filter material 1-1/2 " washed rock 50 Ton / ,53 9,41,50 206-08 Dewaterin Min. 2" pump size 3 Day 311,00 17 33,00 CONNELL RESOURCES, INC. CONTRACTORS TIME AND MATERIAL LABOR AND EQUIPMENT RATES Effective March 1, 2009 All Rates are per hour except as noted Minimum $500 mobilization fee on all moves LABOR Straight TimE Overtime Project Site Manager with Pickup $95.00 $115.00 Supervisor with Pickup $80.00 $100:00 Foreman - Pickup Truck with Tools $70.00 $90.00 Operator - Blade $46.00 $61.00 Operator - Lg Scraper, Loader, Dozer, Hoe $43.00 $58.00 Operator - Sm Scraper, Loader, Dozer, Hoe $40.00 $55.00 Operator - 815, Rex Compactors $40.00 $55.00 Operator - Disk, Skid Steer $35.00 $50.00 Operator - Paver, Screedman $46.00 $61.00 Operator - Paving Rollers, Sweeper $43.00 $58.00 Laborer - Asphalt $38.00 $53.00 Grade Checker $41.00 $56.00 Pipe Layer $35.00 $50.00 Laborer $32.00 $47.00 Field Mechanic $46.00 $61.00 Oiler $43.00 $58.00 Overtime will be added to the above prices for Weekend, Holidays, and above 8 hours I during the week. All units listed above will be an additional $15.00 per hour for overtime TRUCKS - Fueled, Operated & Maintained Tractor w/Low Boy $125.00 Tractor w/Rock Trailer $85.00 Tractor w/Flow Boy $85.00 Tractor w/Belly Dump $85.00 Tractor w/End Dump $85.00 Truck and Pup $85.00 Tandem Dump $75.00 Cat D350 Rock Truck $170.00 Cat 621 Water Wagon $150.00 Cat D25 Water Tanker $100.00 International Water Truck $85.00 GMC Water Truck $85.00 Overtime will be added to the. above prices for Weekend, Holidays, and above 8 hours I during the week. All units listed above will be an additional $15.00 per hour for overtime cAsherkipllabor,equip rates 2009 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 Connell Resources, Inc. (Are you a corporation, DBA, Partnership, LLC, PC) .Signature S�:� Printed Name David E. Simpson Title vice President` - Address 7785 Highland Meadows Parkway Ste. 100 Fort Collins, CO 80528 Phone/Fax 970-223-3151 Email Jacton@connellresources.com H 7044 Miscellaneous Street Improvements Subcontractor Listing • V & S Landscaping Loveland, CO • A & M Landscape Evans, CO • Farquhar Masonry Fort Collins, CO • AAA Pavement Markings Fort Collins, CO • A & S Paving Fabrics Fort Collins, CO • Traffic Masters Fort Collins, CO 208-01 SWMP Permit 1 LS J 0 - vO .SOO.00 208-002 Silt Fence Furnished And Installed 100 LF .00 3c)0, OO 208-003 Straw Bales Weed Free Furnished And Installed 20 EA ( LN. 00 2 , 2087004 . : Soil Retention Blanket., 500 SF 0, Coo 300,00 208-005 Erosion l0 6" Diameter 50 LF 0 130. 00 208-006 Rock Sock 25 LF 120 . 00 208-007 Sand Bag-- 200 EA 0 —700 208-008 Concrete` Washout Structure 1 EA . 00 ZS, 00 208-009 Storm Drain Inlet Protection 3 EA 215 • 005• DO 208-010 Stabilized Const. Entrance 70'xl2' 1 EA -750- 00 -750-00 208-011 Sediment Removal and Disposal 30 Cy 22-30 (off . a0 208-012 Erosion. Control Supervisor 25 HR F)O I 12D, 00 210-01 Adjust Valve Box 3 EA , 00 t1q,9,00 210-02 Adjust Manhole Ring/Cover 2 EA 9>_�;5, 00 210-03 Modify- Manhole . 2 EA 2 lv (o q, 210-04 Relocate Fire Hydrant. 1 EA 00 V 1 2 &O,C0 210-05 Relocate Water Meter 1 EA 7,, 15,00 210-06 Relocate C.P. Test Station 1 EA L146 Lo LIL-/(o. lD 6 210-07 I.rri ation Service 3/4"-1" 2 EA 2,M, oo 5 0, 00 210-08 Relocate Fence Various Types 100 LF /&, 20 / (P 20) 0D 210-09 Relocate Mailbox 2 EA 87,25 175U 304-01 Aggregate Base CL 5-6 CIP 6" 50 Ton Zd . & 0 ! U , f)O 304-02 Shouldering Base Class 5-6- (4in) CIP 50 Ton 110050,00 304-03 Patch Placement Base CL-5-6 6" CIP . 50 Ton Zj, D ! 0 , CO 306-01 Reconditioning 8" 50 SY 'too S .00 403-01 Asphalt Hand Patching — Grading S-100 (PG 64- 28) (2"-3" Depth) 3 Ton 137 0 a L/// D 0 403-02 Asphalt Hand Patching— Grading S-75 or S-100 PG 58-28 2"-3" De th 3 Ton lZ;? ©a �jlo6.Oo 403-03 Asphalt Hand Patching — Grading SG-75 or SG- 100 PG58-28 6"-10" Depth) . 6 Ton // - 00 0.00 403-04 Hot Bituminous Pavement - Grading S-100 (PG 64-28) (2"-3" Depth) 50 Ton �� 2c �} /jrO•Q0 403-05 Hot Bituminous Pavement - Grading S-75 or S- 100 PG 58-28 2"-3" Depth)'50 Ton (o0 3) 180 CO 403-06 Hot Bituminous Pavement- Grading SG-75 or SG-100 PG 58-28 3"-5"'Depth) 50 Ton 56,&C) 271/ 403-07 Asphalt Paver Leveling Course SG-75 or SG-100 PG58-28 25 Ton 525, 0 403-08. Asphalt Paver Patch - Grading S-100 (PG 64-28) 3" Depth) 25 Ton D0 J��O to 403-09 Asphalt Paver Patch SG-75 or SG-100 (PG58- 28) (3" Depth) 25 Ton (� 403-010 AsphaltPaver Patch - Grading S-75 or _ S-100 PG 58-28 3" Depth) 25 Ton /0(0• 00 2,00 60 412-01 Concrete Pavement 10" - Class P 75 SY i4j,$ , 00 412-02 Concrete Pavement 8" - Class P 175 SY 30 , $-0 420-01 Geotextile Stabilization Fabric 50 SY J3. 00 (p,$0, 00 420-02 Geo rid Reinforcement 50 SY 7 0 • g5, p 420-03 Geotextile Paving Fabric 50 SY /I &D 00 506-01 Riprap 10 Ton 1^50 479, 00 514-01 Bridge Rail 30 LF 5.30 2 555),Ov 514-02 Bridge Rail Post 4 EA �U . 5 43U ,(cU 514-03 Masonry 50 SF -1-75, 00 601-01 Concrete, Class D Box Culvert 12 CY . 06 032- 00 601-02 Concrete, Class D Wall 12 CY 1.016, 00 7 b, 602-01 Reinforcing Steel 500 LB , ©5 2.5, DO 602-02 Reinforcing Steel (Epoxy Coated 500 LB /, 30 fo50.t9n 603-01 12" CMP 27 LF , 00 93q ?. 00 603-02 12" CMP FES 2 EA , &C7 1&9,2C7 603-03 24" CMP 30 LF 41,0,00 / 3 O. o0 603-04 24" CMP FES 2 EA Z/. Do 4 4.2. 00 603-05 12" Class III RCP 30 LF 30.50 �-115,00 603-06 15" Class III RCP 30 LF 33,00 D, DC) 603-07 18" Class III RCP 30 LF,75 102, 50 603-08 2 1 " Class III RCP 30 LF L/ /. µ0 2 2,oD 603-09 24" Class III RCP 80 LF 46,60 3 56ij0(p 603-10 27" Class III RCP 30 LF .55,to5 1 (o(o9.50 603-11 30" Class III RCP. 30 LF b2,30 /, goo`), Cc, 603-12 36'.' Class III RCP 30 LF 51. 45 2 LA13, SO 603-13 42"Class III RCP 30 LF 'I8,90 2-,9t,7,c)o 603-14 12 RCP Class III FES -2 EA 305,65 07 30 603-15 15" RCP Class III FES 2 EA 363,2-0 72(o•4o 603-16 18" RCP Class III FES 2 EA 14 (o •55 S33,/ 0 603-17 2 1 " RCP Class III FES 2 EA 468, O `i37, 6a 603-18 24" RCP Class III FES 2 EA 5 6, 35 / 0.32,70 603-19 27" RCP Class III . FES 2 EA 574, 35 1, /4F�,-70 603-20 30" RCP Class III FES 2 EA (o) /, u5 LZ93,30 603-21 36" RCP Class III FES 2 EA 1 Z5, 55 261 • /o 603-22 42" RCP Class III FES 2 EA ),323,00 Z 1046, 00 603-23 24"x 38" RCP 30 LF 87,"75 2 b32,So 603-24 24"x 38" RCP- FES 2 EA &72,'75 / ,3f 5,60 603-25 14" x23" RCP 30 LF 54, /,5 l 624,Go 1 603-26 14"x 23" RCP FES 2 EA 3 5.2. 5 770.5D 603-27 Trash Rack 2 EA L2, 30 &021, 60 603-28 15" ADS N-12 30 LF 37,a0 to, 00 603-29 15" ADS FES 2 EA 603-30 18" ADS "Pi e N-12 30 LF SD 194, dU 603-31 18" ADS FES 2 EA , 00 603-32 24" ADS Pi eN-12 30 LF 50,00 1500,00 606-33 24" ADS FES 2 EA 177, �7U 365,00 603-34 36" ADS.Pi e N-12 30 LF b,30 2 431119. Do . 603-35 .36" ADS FES 2 EA 32 , W5, 211 603-36 4" PVC Irrigation Pie SCH-200 30 LF 00 (, W. vo 603-37 4" Sanitary Sewer Service SDR-35 30 LF , 00 6 70, d Q 603-38 6" Pvc Sanitary Sewer 30 LF 25 , W 7 qp 603-39 8" Pvc. Sanitary Sewer SDR-35 30 LF 2,7. 2- 5 p 7,50 603-40 Concrete .Encasement 20 LF 1, 30,5D 2, 6 I0, CO 603-41 Concrete Cut Off Walls ditch crossing) .2 EA Ij 1;2- .00 a 4.2 00 603-42 Pipe Headwall 2 EA 509,5-0 603-43 4" Median Underdrain Pipe Perforated 30 LF 1,7,5v 50!5, OD 603-44 4" Median Underdrain Pipe Solid 30 LF lb,20 ('o,OO 603-45 4" Clean Out 2 EA , Dp (o D,OD 604-01 Type 3 Single Inlet 2 EA 604-02 Type 3 Double Inlet 2 EA 69 O 6,72�, &0 640-03 5'Type R Inlet 2 EA 8 3, 3D 604-04 10'Type R Inlet 2 EA Oa 7 7(/. Oo 604-05 15'Type R Inlet 2 EA oTT Oq ,.70 604-06 Combination Type 13 Inlet 2 EA - 05q,55 I% ID 604-07 COFC Single Inlet Area Inlet 2 EA © q5, 00 604-08 4' Diameter Manhole 2 EA 1.0 IgO2, to 3 , cc) 604-09 5' Diameter Manhole 2 EA , , O (,00 604-10 5' Diameter Manhole Drop 2 EA 604-11 6' Diameter Manhole 2 EA 34 QkS ID $,ZD 607-01 Temporary Fence - Corral Fence 50 LF 7, DD 350,00 607-02 Temporary Fence - Corral Panel & Screen 50 LF /(6. Sea of 25, OD 607-03 Privacy Fence 8' Cedar 100 LF % (0, L/O / (a �0, 00 607-04 1 Privacy Fence 6' Cedar 100 LF J I, -7 U l I 0, 00 607-05 2 Rail Split Fence 100 LF 110, -3L 030, DO 607-06 3 Railed Dowel Fence 100 LF 110.45 I D . , p 607-07 4 Strand Barbed Wire Fence 100 LF I q, , Do 607-08 Orange.Safety Fence 100 LF , (o , p 608-01 Concrete Sidewalk 4" 500 SF 608-02 Concrete Sidewalk 6" 935 SF 3 , SD , 5 0 608-03 Concrete, Access Ramps with Approved Truncated Domes 6" " 36 SF w2 2,-2 55.-7 608-04 Concrete Drive Approach 8" 250 SF q, $2 205,Ob 608-05 Drive Over Curb and Sidewalk 6" 200 SF WA00 608-06 Concrete Cross an and Apron 10" 390 SF 2 r j-1-2 0 0 608-07 Concrete Trickle Pan 4' wide x 8" thick 760 SF 69, OCI 44 & 29, LIO 608-08 Colored Concrete Bike Path (5" Fibermesh) Yosemite Brown 1000 SF 3360 3, 'AD -00 608-09 Bus Stop Pad 8" 500 SF '— I D,OD 608-10 Pedestrian Refuge Island 6" 100 SF , l0 LI LyL/,0 608-11 High Earl Concrete 24hr 25 CY 7, DD 608-12 Flowable Fill Concrete 50 Cy 916 937,00 609-01 Remove and Replace Concrete Curb and Gutter 100 LF 31 2 41)31,00 609-02 Vertical Curb and Gutter 30" 66 LF c)57, DO 609-03 Outfall Curb and Gutter 18" 50 LF U :�rd,DD 609-04 Rollover Curb and Gutter 50 LF (p qZ S DO 609-05 Driveway Curb Cut 4 EA $ 609-06 Asphalt Curb 150 LF 3. 0 610-01 Exposed Aggregate Concrete for Hardscape Medians 4" 250 SF 2 5 j$12 5d 610-02 Colored Patterned Concrete (Stamped) 6" 250 SF , �j Z✓25, DO 610-03 Interlocking Sidewalk Pavers -Type 1 250 SF 1 , OCR 500, D 0 619-01 6" D.I.P. Class 52 w/ Poly -Wrap 30 LF 0 1,3111,00 619-02 6"x6" Tee 1 EA 1 G12, DO / 2 , 00 619-03 6"x6" Cross 1 EA 2 5 t,/, 25 , 8o 619-04 6" 45 Degree Bend 1 EA &,SZ 619-05 6" Gate Valve And Box 1 EA 619-06 6" Mega Lugs Restraints 2 EA 217- 00 50.00 619-07 6"x2" Blow Off 1 EA 8-7I. 55v S , ,S'O 619-08 8" D.I.P. Class 52 w/ Ploy -Wrap .30 LF 50,170 j -7, DO 619-09 8"x6" Tee 1 EA 2% -7Q z-75,-70 619-10 8"x8" Cross 1 EA 25 2 , SO 619-11 8" 45 Degree Bend 1 EA / 00, &0 / 00, &0 619-12 8"x2" Blow Off 1 EA /. 4,5 a 1. 4S 619-13 8" PVC .C-900 30 LF 2,"70 ,00 619-14 8" Gate Valve And Box 1 EA / (1 O I Igto-30 619-15 8" Mega Lugs Restraints 2 EA Y41, /O 00,W 619-16 Fire Hydrant 1 EA 2,(0P3,-75 2 603,15- 619-17 6" Fire Hydrant Extension 1 EA 2./0 WJ 2,/0 619-18 12" Fire Hydrant Extension 1 EA 52/, c, o 521,00 619-19 3/4" Copper Pie 30 LF 5, SO 17 , CO 619-20 3/4" Corp Stop 1 EA 22 , l00 619-21 3/4" Curb Stop 1 EA p , 70 619-22 3/4" Meter Pit with 3/4" Yoke 1 EA E21 1, 40 2) 2, 40 619-23 1 " Copper Pie 30 LF 7, ZU ZJ6, 00 619-24 1" Corp Stop 1 EA ,70 2 a, 70 619-25 1" Curb Stop 1 EA / 51/,15V / S;5D 619-26 1" Meter Pit with 3/4" Yoke 1 EA . �0 Q (v/a•9� 619-27 1" Air Vac Assembly 1 EA 3 260, 50 Zoo, G70 619-28 8" Gate Valve (open left w/ Valve Box 1 EA I (p, 619-29 8" Gate Valve (open right) w/ Valve Box 1 EA &, �, 619-30 16"x16"x8" Tapping Saddle w/ T.B. 1 EA 2B5,70 70 619-31 8"Tapping Gate Valve w/ Valve Box 1 EA f, /96, 30 1 (,?ip 619-32 Join to Existing 8" Water Line 1 EA h2. �D 23U 619-33 Join to Existing 12" Water Line 1 EA �, 00 619-34 Join to Existing 16" Water Line 1 EA 11 3-70, 619-35 Join to Existing 24" Water Line 1 EA ( S() 21.60 626-01 Mobilization See S ecification 630-01 Traffic Control Supervisor 1 Day qo&,/0 0—&-/0 630-02 Flagging 8 Hour 19,70 15-7,60 900-01 4" CL-200 PVC Main 4.5 cover 100 LF 900-02 6" CL-200 PVC Main 4.5 cover 100 LF Ito, Z$ 1,6257,00 900-03 Cap Irrigation Line 2 EA 57. CO 00 900-04 Sprinkler Line Install Trenching and Backfill 100 LF 3,50 -50, 00 000-05 Mainline PVC Class 200 3" Welded 100 LF 2,30 30. 00 900-06 Laterals PVC 200 2"-11/2"-1" 100 LF f ,) /75, 00 900-07 Remote Control Zone Valves 2 EA Z ,Qp 900-08 Isolation Gate Valves 2" Square Nut -2 EA Z Q,Op W pc:) 900-09 Valve Boxes 2 EA O O , 20 900-10 Control System 18 Station 1 EA 900-11 Electric Control Wiring ( 5 Wires 414 Feed and # 12 Common) 100 LF 900-12 Gear Driven Rotor Heads Rainbird 2 EA Total Base Bid $✓/�, ' b6 TOTAL IN WO Material Costs Cost plus % for materials costing less than $500.00. Maximum allowed is 10% Cost plus 8 - % for materials costing $500.00 or more. Maximum allowed is 8% CONNELL RESOURCES, INC. CONTRACTORS TIME AND MATERIAL LABOR AND EQUIPMENT RATES Effective March 1, 2009 All Rates are per hour except as noted Minimum $500 mobilization fee on all moves GRADING EQUIPMENT - Fueled & Maintained Scraper 631 E $190.00 Scraper 627E $195.00 Scraper 623F $165.00 Scraper 615C $110.00 Scraper 613B $110.00 Scraper 613C $110.00 Blade 140G $90.00 Blade 140H $90.00 Blade 14H $115.00 Road Reclaimer -Dirt $135.00 Road Reclaimer - Asphalt $190.00 980 Loader $135.00 972 Loader $115.00 970 Loader $115.00 966 Loader $115.00 950 Loader $95.00 938 Loader $95.00 936 Loader $90.00 IT 28 Loader $90.00 John Deere 8650 with Disk $90.00 John Deere Landscape Loader $65.00 Skid Steer $45.00 D-9 Cat Dozer $185.00 D-8 Cat Dozer w/rippers $155.00 D-6 Cat Dozer $95.00 D-5 Cat Dozer $85.00 D-4 Cat Dozer $75.00 D-3 Cat Dozer $65.00 Bobcat 250 Track Skid Steer $55.00 EXCAVATION EQUIPMENT - Fueled & Maintained Komatsu PC600 $170.00 Komatsu PC400 $145.00 Komatsu PC300 $120.00 Komatsu PC220 $105.00 Komatsu PC200 $95.00 Komatsu PC150 $80.00 Komatsu PC200 W/Attachment $170.00 Cat 345 Excavator $145.00 Rock $225.00 $195.00 cAsherkcipUabor,equip rates 2009 CONNELL RESOURCES, INC. CONTRACTORS TIME AND MATERIAL LABOR AND EQUIPMENT RATES Effective March 1, 2009 All Rates are per hour except as noted Minimum $500 mobilization fee on all moves Cat 330 Excavator $125.00 Cat 325 Excavator $115.00 Cat 320 Excavator $100.00 Cat M318 Wheel Excavator $95.00 Cat 426 Backhoe $70.00 Cat 416 Backhoe $70.00 PUMPS 3" $30.00 4" $35.00 5" $40.00 10" $55.00 PAVING EQUIPMENT - Fueled & Maintained Paving Machine Cat AP1055B $155.00 Paving Machine LeeBoy 8500 $80.00 Paving Machine Blaw Knox 4410 $125.00 Gilcrest 813 Pro Paver $70.00 Roadtec RX700 Profiler $525.00 Power Curber 150 $85.00 Johnson Street Sweeper $95.00 Crew Truck & Tools $200.00 Day Tack $3.00 Gal Distributor Truck $65.00 ROLLER EQUIPMENT - Fueled & Maintained 815B Sheepsfoot Compactor $125.00 Ing Rand 122FB Compactor $95.00 Rex 3-35 Compactor $95.00 Dynapac CA151 Vibratory Roller $70.00 Dynapac CA151 Compactor $70.00 Cat CP323 Compactor $50.00 Cat CP434 Smooth Drum $70.00 Cat CB 334E $50.00 Cat CB 224C $50.00 Cat CB 225E $50.00 Hypac 530A Rubber Roller $50.00 Hyster C766 Roller $75.00 Dynapac Roller,CC21,CC101,CC122 $45.00 Ing Rand DD32 Asphalt Roller $45.00 cAsheri\cip\labor,equip rates 2009 �0'�n t-) CONNELL RESOURCES, INC. CONTRACTORS TIME AND MATERIAL LABOR AND EQUIPMENT RATES Effective March 1, 2009 All Rates are per hour except as noted Minimum $500 mobilization fee on all moves MISCELLANEOUS Broom Asphalt Saw Compressor & Tools Pickup Truck & Tools Fuel Truck $40.00 $65.00 $280.00 Day $20.00 $80.00 c:\sheri\cip\labor,equip rates 2009