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HomeMy WebLinkAboutRESPONSE - BID - 5911 MISCELLANEOUS CONCRETE PROJECTFORCE ACCOUNT LABOR RATES *Materials will carry a 10% markup from the original invoice for costs $500 and below, and an 8% markup for invoices greater than $500 *Attach hourly Equipment/Operator rates to be used for Force Account work FA1 Laborer $ a OD Hour 15 PA2 Foreman $ 3S 00 Hour 15 $ SaS, oa FA3 Finisher $ A?, 00 Hour 15 $y3s— 00 FA4 Form Setter $ a;r, SD Hour 15 $ SO TOTAL COST Tt / J ) J , Dollars and ^16L. hY /'GL_ S.�J��L=_ �/�e�� f S�Yt� �{✓aw Signed Address saps' S. Z; ea/ce moo( Company �,orecc L�wtit�c r..c.. Check One: Individual Doing Business in Company Name X Corporation Partnership Ft, C'e //.'r,s t Co. 9/OSaK Phone/Fax 9iO d�S-I�&y q7'0-a;tS-0£y6 11 BID #5911: BID SCHEDULE ITEM NO. DESCRIPTION UNIT PRICE UNIT EST. QTY TOTAL COST 202.01 Sawcut Concrete/Asphalt < 4" $ Q , /0 LF 25 $ SoZ , S-O 202.02 Sawcut Concrete/Asphalt 4" < 6" $ a , 6 O LF 25 $ 4 S', O0 202.03 Sawcut Concrete/Asphalt 6" < 8" $ 3, Q 5- LF 25 $ $/, ;? .S� 202.04 Sawcut Concrete/Asphalt 8" < 10" $ dl, ,SO LF 25 $ f / of , 5'0 202.05 Sawcut - Additional 1" Depth $ 7 LF 25 $ 8, �rS 202.06 Remove Concrete Sidewalk $ a, oZ S SF 1500 $ 3 3 7$', 00 202.07 Remove Concrete Curb and Gutter $ 3 y0 LF 250 $ $,5"0 , 00 202.08 Remove Monolithic Curb, Gutter & Sidewalk $ oZ • 30 SF 250 $ S-7S- 00 202.09 Remove Concrete Drivewa /A ron/Cross an $ a yS SF 750 $ 83 +T , SO 202.10 Remove Concrete Pavement - 10" $ 3. $0 SF 500 $ / 900 , 0 0 202.11 Remove Concrete Pavement - Additional 1" Depth $ -1 SF 50 $ ;?0. 00 202.12 Remove Asphalt - 6" $ a. / 0 SF 250 $ar-, 00 202.13 e Asphalt - Additional V D $ y0 SF 50 $ oZ 00 0 202.14 Remove Inlet $ was- 00 EA 5 $ 00 202.15 Remove and Haul Driveway. Fillets $ 0.00 EA 5 V r r r 203.01 CY avation - General Less Than 50 $ / 0 0O CY 150 $ 9000. 00 203.02 Excavation - General Over 50 CY $ 5,Y. ys' CY 150 $ 916 7, SO 203.03 Excavation - Walls Only $ // 00 CY 100 $ //00, 00 203.04 Excavation - New Inlet $ 4% ,00 EA 5 $ a 000,00 203.05 Borrow - Less than 100 Ton $ 3o,00 TON 75 $ 1�0- 00 203.06 Borrow - Over 100 Ton $ oZ 6. 0 O TON 75 $ / q s-0, 0 0 210.01 Reset Brick Pavers $ 7, ,5-0 SF 185 $ SO 210.02 Adjust Manhole $ / S8 00 EA 10 $ ,50 00 210.03 Adjust Valve Box $ j/5-4 00 EA 10 $ ��SO00 U 1 304.01 1 Aggregate Base Course 1 $ -)A1 00 1 TON 1 150 1 $ ? z11A 00 1 403.01 I Temporary Asphalt Patching I $ go, 00 I TON I 100 I $ 5000. 00 1 602.01 Reinforcing Steel $ S'0 LB 500 $ oZ 0O, 00 602.02 Reinforcing Steel - Epoxy Coated $ ^/ $ LB 500 $ 3 90, 00 604.01 Reconstruct Inlet Deck - Catch Basin (R&R $ ���D 00 EA 5 $ 5-000, 00 604.02 Reconstruct Inlet Deck - Additional Foot Opening R&R $ / 00 , LF 10 $/650 0 0 604.03 Reconstruct Curb Inlet Deck - 4' Opening R&R $ oo /6-80. EA 5 $ 00 8a s0, 604.04 Reconstruct Curb Inlet Deck - $165'1 LF 10 $�6 Additional Foot Opening (R&R) 0 ° $O o 0 604.05 Area Inlet $ AOM. 00 EA 5 $ 5-000, 00 604.06 Type R Inlet - 5' Opening $ �00 EA 5 $ 00 . 00 604.07 Type R Inlet - Additional Foot $ 00 LF 5 $ 00 Opening Combination Type 13 Curb Inlet - 604.08 Frame, Grate & Adjustable Curb $ EA 5 $ Bonnet (East Jordan Ironworks 7030 00 or Equivalent) 4-0, 00 604.09 Concrete Sidewalk Culvert $ 33'0, 00 EA 5 $ / i11O, 00 604.10 Metal Sidewalk Culvert - 2' Opening, 5/8" late $ //S'0, 00 EA 10 $ //,S'00. 00 604.11 Additional Square Foot 5/8" Plate $ /00, 00 SF 1 10 1 $ 00 608.01 Dive �kr Curb, Gutter & 4" $ 117,5O LF 1,000 $ OO l %3�00. 608.02 Driveover Curb, Gutter & 6" Sidewalk $ / g, SO LF 1,000 $ /9500 . 00 608.03 Driveover Curb and Gutter - No Sidewalk $ / , 00 LF 125 $/SAS.. 00 608.04 Driveover Curb, Gutter and 6" Drive Approach $ /, a0 LF 200 $ ya oa, 00 oZ 608.05 Vertical Curb, Gutter and 4" Sidewalk $ / c/, SO LF 300 $ SSSO. °O 608.06 Vertical Curb, Gutter and 6" Sidewalk $ oZ /, SO LF 100 $ 00 608.07 Vertical Curb and Gutter - No Sidewalk $/� $0 LF 500 $ 7�Oa GO 608.08 Vertical Curb, Gutter and Drive $aa 00 LF 150 $ 3�D 00 Appro608.09 •SO , Vertical Curb, Gutter and 6" Drive $ �6 LF 75 $ SD /a 3 �. Approach - No Sidewalk • 608.10 Out Fall Curb & Gutter $ 00 LF 100 $ /SOO, 00 608.11 Hollywood Curb, Gutter and 4" $ LP 250 $ 00 36as, Sidewalk /y. S0 608.12 Hollywood Curb, Gutter and 6" $ /�. S0 LF 250 $ 00 Sidewalk 3 8 9s: 608.13 Hollywood Curb and Gutter - No Sidewalk $ . SO LF 75 $ C/3 7. -r0 608.14 Hollywood Curb, Gutter and Drive Approach $ /s. $S� LF 150 $ o1.3 5,0 608.15 Highback Curb and Gutter - No Sidewalk $ oZ a, SO LF 500 $ 00 1 IR SO, 608.16 Highback Curb, Gutter and Drive $ LF 150 $ Oo Approach a y. s'O 367 S, 608.17 Barrier Curb - 6" x 18" $ 18 00 LF 150 $ a 1700. 00 608.18 Barrier Curb - Key Way Style $ a /, 00 LF 150 $ 3 USO, 00 608.19 Barrier Curb - Epoxy $ 1 ►7, 00 LF 150 $ a.Ss'O, 00 608.20 Mountable Curb - 12" x 18" $ / Q. 00 LF 150 $ a 8 SO , 00 608.21 Mountable Curb - Key Way Style $ a a . 00 LF 150 $ 33 00 , 00 608.22 Mountable Curb - Epoxy $ cZ a 00 LF 150 $ 3ao©. oo 608.23 Pedestrian Access Ramp, Driveover $ SO LF 150 $ 00 a S ya ys. 608.24 PedrAccess Ramp, Vertical $ LF 100 $ 7, s SO.eestrian 00 608.25strian Access Ramp, Hollywood $ LF 150 $ °O S,O 33 7.s, 608.26 Pede trian Access Ramp, Highback $ SF 375 $ CurbSO S SO ao6a. 608.27 Truncated Dome Panel $ 4/0, 00 SF 100 $'000,00 608.28 Apron - 8" $ °0 SF 500 $ asw,00 608.29 Crosspan - 8" $ Y. a S SF 750 $ 3/ z, O 608.30 Valley Pan - 6" Depth $ s', 7S SF 350 $ , SO 608.31 Flatwork - 4" $ oZ , L/$- SF 4,000 $9 goo. 00 608.32 Flatwork - 6" $ aZ , 9s- SF 1,500 $ ,yy S 00 608.33 Depth a Flatwork - 1" Additional $ �8 SF 250 $ /aO 00 608.34 Concrete Pavement 8" (Joints $ 41. a SF 1,500 $ ` Sealed) 0Z 12 608.35 Alley Approach - 8" $ 41, SO LF 100 $ [�0 , 00 608.36 Enhanced Crosswalk - 10" Tile Red $ 9,00 SF 150 $ /350. 00 608.37 Enhanced Crosswalk - 10" San Diego Buff $ 8, SO SF i50 $ /a yS; 00 608.38 Enhanced Crosswalk - 10" Brick Red, Stamped $ /Q, yr SF 150 $ SO 608.39 Colored Trail with Fibennesh - 5" Yosemite Brown $ 3. 60 SF 500 $ /$ 00 608.40 MowStrip - 4" x 12" $ g, S0 LF 500 $ �- o 608.41 Splashblock - 4" Exposed Aggregate $ 00 SF 500 SCD 608.42 Splashblock - 4" San Diego Buff $ - a s SF 500 $ ai 00 608.43 Median Cover - 4" San Diego Buff $ S-' 01 S SF 500 $ oZ 6�5. 00 608.44 Fibennesh - Added to Any Item, Additional Charge $ !�/, rj$' LB/CY 100fr C 608.45 24 Hour High Early Concrete - Added to Any Item, Additional Charge $ j3; 00 CY 50 $ �00 608.46 Stamp Pattern - Added to Any Item Additional Charge $ vZ . / O SF 150 $ 3iS 00 608.47 6" Concrete Bollard $ 7S a 0 EA S $ - 00 608.48 8" Concrete Bollard $ SOS 00 EA 5 $ 608.49 Flowable Fill $ SS- 00 CY 25 $ ys� 00 608.50 Non -reinforced Concrete Wall - 8" $ // 00 SFF 500 $ ,S"SOO.00 608.51 Non -reinforced Concrete Footer- 8" $ oZ 00 SF 225 $ 00 608.52 Concrete Staining/Sealing $ oZ F%S SF 150 $ y/ oZ SO 608.53 Expansion and Sealing $ 00 ,a LF 250 S , 00 608.54 Joint Sealant $ a LF 100 $ 00 a oZ S • rS, 626.01 Mobilization —Invoices Under $ a $�, oU 3u 25 630.01 "NO PARKING" Sign With Stand $ Per Day Per Each 375 $ Sy.� • "! 630.02 Vertical Panel Without Light $ . gs Per Day Per Each 50 $ 630.03 Channelizing Barrels $ . ys Per Day Per Each 50 $ 630.04 Type 1 Barricade Without Light $ . 7S Per Day Per Each 750 $ SO S6a . 630.05 Type II Barricade Without Light $ - Pei Day ch 20 630.06 Type III Barricade Without Light $ 00 .3• Per Day Per Each 20 $ 00 6�• 630.07 Size A Sign With Stand $ 4/Q ,SS' Per Day Per Each 225 $.� S, 00 630.08 Size B Sign With Stand $ / , Per Per Each 20 $3i• 00 630.09 Size A Specialty Sign - Cost of Manufacturing $ OD Each 2 $ /s-y, 00 630.10 Size B Specialty Sign - Cost of Manufacturing $ 00 Each 2 $ oO 630.11 Cone With Reflective Strip $ 6(j Per Day 375 $ aas 00 630.12 Safety Fence $ O0 �$ . Per Day Per Roll 20 $ o0 /OYJ• 630.13 Light $ . S0 Per Day Per Each 20 $ ��, 00 630.14 Advance Warning Flashing - or Sequencing Arrow Panel $ O0 Per Unit Per Da 5 $,�$'O, 00 630.15 Variable Message Board $ O0 Per Unit Per Da 10 00 iaS-0. 630A6 Traffic Control Supervisor $ a ry S 06 Per Day 25 00 $ }I 7S, 630.17 Traffic Control Supervisor $ 30 , a 0 Per Hour 100 $ .3000.00 630.18 Flagging $ J8, SO Per Hour 150 10 &A rffcoa CONCRETE, INC. Phone: 970-225-1287 FAX : 970-229-0846 Equipment/Operator hourly Rates per Bid #5911 Item # Description Unit Unit Price 1. Skid steer HR $45.00 2. Mini trackhoe HR $50.00 3. DumpTruck HR $55.00 4. Backhoe HR $85.00 Submitted Date 08-8pr-05 Jeff Hubbard Express Concrete, Inc. E)press Concrete, Inc. 5305 Ziegler Rd., Fort Collins, CO 80528-9539 Phn: 970-225-1287 FAX: 970-229-0846 www.expressconcrefe.com