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HomeMy WebLinkAboutRESPONSE - BID - 5767 LEMAY AVENUE WIDENING PROJECT (4)Project Ltat W Averne ftlenkig Project ADDENDUM #1 BID SCHEDULE ro.�ertt terse« 0se.wwt � ° Ulmaw Cost aw n case 202-01 Remove Pipe (RCP. CMP, PVC) 180 LF 19.75 $ 3,555.00 202-02 Remove Existing Wngwaes at Shmr Creek Box Culvert 2 EA 1444-0 0 $ 2 , 888. 00 202.03 Remove E-40ww Parptl Ra+trw at sbne creek Sox Culvert 2 EA 325.00 $ 650.00 202-04 Raman Vertical Curb And Gutter 3.006 LF 3.00 $ 9,168.00 202-05 Remove Conaft Sidwa r 71890 SF 1.00 $ 7,898.00 202-M Remove Crosspan and Aprons 8.388 SF 1. 25 $ 10,482.50 202-07 Remove Asphalt sidewalk(4-Thick) 1e,280 SF 0.70 $ 10,696.00 2M-W Asphalt Taper Me (0'-2' Depth) 420 SY 3.00 $ 1,260.00 202-M RdwrA Aspheh Pwamed (0•-r Depth) 7.715 sY 2.25 $ 17,358.75 202-10 RotomieAsphskPevamern($-.iWDepth) 14,0W Sy 4.15 $ 60,590.00 202-11 Renlove ExU+9 RW-Rap 2,041 SF 0.60 $. 1,764.60 202-12 Remove Trash Pea at south Rides Greens Goff Comes 1 LS 838.00 $ 838.00 202-13 Remove E)daWng Bam cgoo (ryps 111) 1 EA 132 . 00 $ 132.00 202-14 Remove EWft wraw Tray at glen. Coati Sox divert 1 EA 419.00 $ 419.00 202-15 Remove Fence (various Types) 1.135 LF 0.75 $ 851.25 202-18 Remove Ewe" set Foncs 488 LF 0.50 $ 243.00 202-17 Ra mm p wo por Aram a EA 244.00 $ 1, 464 . 00 202-18 Cap lm)pationSprinklers 5 EA 100.00 $ 600.00 202-19 Remove MaMdsCow Section -JbandonSeww 3 EA 775.00 $ 2.325.00 202-20 Remove and Dlspose or r tor Sprkddar Pipe 1 Ls 3500.00 $ 3,500.00 203-01 Undesaelad Excavation 11.535 CY 1.56 203-02 EmbwawmK-(c" 32M CY 1.92 203-03 Had & Dispose 8.289 CY 6.30 203.04 Goff Course Gradtrng 1 LS 6600.00 203M BomowABC (Class 5 or 8) - (GP) 300 TON 6.60 203-06 Muck Emwaton - (UP) 500 CY 11.88 203-07 Topsoil - (Skipping. StodMng, Piecing) - 8' Depot 5210 CY 3 730 203.05 Tpsoi - (Shipping. Haut Off -Me) 1.735 CY 6.30 203-09 Temporary Access Road (Golf Carle Maintenance SWtling) 1 LS 4800.00 203.10 Median SplashblooW Nardscaps SMpknp - (CIP) 13.350 SF 9.00 203-11 Grads BMW Creek Ch=W Flowlkn and wopes 1 LS 7800.00 203-12 Graded Flow Channel (Park Property) 340 LF 30.00 203-13 Potaing 1 LS 4620.00 203-14 Median Specialty Work M=Nvadon above Light and Power Dud Sank) 11750 CY 10.80 203-15 Flowls Section Over Shseow Uiiiltes 1,800 LF 48.00 $ 17,994.60 $ 6,270.72 $ 52,094.70 208-01 SMM*reExcavelbn 4,083 CY 1.50 $ 7,294.50 208-02 Borrow s6uchxr Bsduee MAWW (R-vein > 25) 3,800 CY 13.60 $ 51,680.00 208-03 Struck" SeckIN Flaw FIN 250 CY 66.20 $ 16,550.00 205-N Four Msbrw (1 l/r washed Rock) 372 TON 23.20 $ 8,630.40 2" Dwasterimg 1 LS 12000.00 $ 12,000.00 208-OB Structure Nave and dispose 4,883 CY 7.05 $ 34.284. 1 5 200-07 Structure Muck Excavation 225 CY 35.00 $ 7,875.00 207-M Weeend Topsoi 100 CY 35.00 $ 3,500.00 207-02 Import Topeas smeared r Depth (SOC) - (013) tm CY 19 . 50 $ 23 , 400 . 00 2" Erosion Controi 1 Ls 15295.00 $ 15,295.00 210-01 A*MMsMdeRltplCover tt EA 858.00 $ 9,438.00 210-02 Mooiy Manhole 5 EA 1452.00 7 , 20.00- 210-03 A** VsKv Box (FCLWO) 19 EA 432-0 0 $ 8,208.00 210-04 Relocate Blow Off (FCLWD) 2 EA 3630.00 $ 7,260.00 Project' Lemay Avenw Widening Project ADDENDUM #1 BID SCHEDULE SWAIM Description estiaaled unit unit Cost Nun coo Number Quenthy 304-01 Aggregate Base Course - (Gloss 5 or 6) - 6" Depth - (CIP) 10,794 TON 13.20 $ 142,480.80 304-02 Aggregate Base Course Patch Placement - (Class 5 or 8) - 6" Depth - (CIP) 377 TON 13.20 $ 4,976.40 305-01 Rsoonditionirg(n 19.015 SY 0.45 $ 8,556.75 307-01 Flyash Subgrads Stabilization - (12%) 33,649 sY 5.05 $ 169,927.45 403-01 Hot Bituminous Pavement - Grading S (3" Depth) - (PO 64.2e) 7,079 TON 4 2 . 0 0 $ 297,318.00 403-02 Flot Bituminous Pavement - Grading SG (4" Depth) - (PO 64-M 7,807 TON 36.00 $ 281,052.00 403-03 Asphan Paver Patching - Gradng S (3" Depth) - (PG It4-48) 215 TON 60.00 $ 12,900.00 403-04 Asphalt Paver Patching - Grading SG (4" Depth) - (PO t14.22) 495 TON 54.00 $ 26,730.00 403-05 Asphalt Patching -Grading SG (4" Depth) - (PG e4-221 69 TON 96.00 $_ 6,624.00 403-00 8V x W Beaver Slide at Fossil Creek Bridge - Grading S (4" Depth) 32 TON 180.00 $ 5,760.00 420-01 Geotextile Paving Membrane 9,0W SY 1.44 $ 12,960.00 420-02 Geogdd StebYization Fabric 1.188 SY 3.65 $ 4,336.20 505-01 4YxW Type L Rip -Rap, 6" Topsa (GP Per Detail) Ste. 22+50 it 1 Ls 11357.00 $ 11,357.00 506-02 22kSW Type L Rip -Rap, 8" Top" (CIP Per Detail) Ste. 22+50 rt 1 Ls 3477.00 $ 3,477.00 506-03 IWW Type L Rlp-Rap, 6" Topsoll (CIP Per Detail) Ste. 37+00 Lt 1 LS 342.00 $ 342.00 5D644 10hQ6' Type L Rip Rap, 6" Top Soil (CIP Par Detall) Ste. 54+30 Lt 1 LS 7 9 8 , 00 $ 798.00 601-01 1W x 12' Pedestrian Underpass with Skylights 125 LF 16T.av ?�3J .00 601-02 4' x 12' Pre Cast Box Culvert - Wsgwalls / Parephet Wags and Toe Walls 180 LF 9J-/. OD r / %/r / Le O. 0 0 $0143 R A R Parapet Walls • Stone Creek Box Culvert 25 LF 005.12 D 4, 0 8 0 . 00 603-01 15• ADS N-12 26 LF 3 9 . 10 $ 977.50 603-02 16' ADS N-1 2 FES with Grate 1 EA 1244.00 $ 1,244.00 603-03 15" RCP Class HI 300 LF 48.00 $ 14,400.00 603-04 18"RCP Class111 25 LF 50.00 $ 1,250.00 W3-0 24" RCP Class 111 16 LF 54.00 $ 972.00 603-06 24" RCP Class Ill FES with Grate 1 EA 962.00 $ 962.00 603-07 Remove and Reset Existing 30"ADS FES 1 EA 952.00 $ 952.00 W3-W Concrete JointEncesenents 4 EA 1820.00 $ 7,280.00 803-M Median Underdrahn Pipe System - (4" Perforated Poe) 870 LF 15.20 $ 13,224.00 W340 Median Underdrain Pips System - (4" Solid Pipe) 315 LF 15.20 $ 4,788.00 603-11 Conrad 4" PVC Solid Median Underdrain to a new 4' Manhole 1 EA S D 0.00 $ 800.00 603-12 90 Degree PVC Bend (4") 1 EA 20.00 $ 20.00 603-13 18" PVC SOR-35 (or District equal) 30 LF 61.00 $ 1,830.00 60"1 tWType RInlet i EA 4508.00 $ 4,508.00 604.02 Single Type 16 Combination Inlet 1 EA 4315.00 $. 4,315.00 604-03 Double Type 16 Combination Inlet 1 EA 6028.00 $ 6,028.00 604-04 inlet in Retaining Well with Trash Rack I EA 4087.00 $ 4,087.00 e04-05 4' Diameter Manhole 1 EA 2331.00 $ 2,331.00 607-01 3 Rag Dowel Rag Fence with No Climb Fabric 467 LF 19.50 $ 9,106.50 807-02 Orange Safety Fence at Golf Course 1,739 LF 0.75 $ 1,304.25 607-03 Portable Chain Link Fence (9' High) Soo LF 3.13 $ 2,504.00 608-01 Concrete Sidewalk (W) 35,448 SF 2.82 $ 99,963.36 606-02 Concrete Sidewalk (5" Thick with Fitermesh) - Yosemite Brown (Saw Cut Joints) 5,272 SF 3.90 $ 20,560.80 608-03 Concrete Flatwork at Underpass (6" Th irk) - (Grey) 4.872 SF 3.18 $ 14,856.96 608-04 Concrete Access Ramps with Truncated Dome (8") 8,293 SF 4.86 $ 30,583.98 SM06 Concrete Drive Approach (6ry SW sF 3.24 $ 2,592.00 Project: ADD 10AU"n 7, B I D) CH E so.aAbm Naaa.r D"Cripoon *Umaftd urw uait cast ksm Cost 608.06 Concrete lrosspen with Aprons (97f2') 60B-o7 H I-Eariy Concrete (24 Hour) 7,821 SF 6.24 $ 47,555.04 608-08 Flowabte FIN Concrete 222 cr 36 . 00 $ 7 , 992.00 60B oa e� A°°efa� Median SpteenMogc (4•) Boo Cr . 6300 $ 37,800.00 BOB -to Pedestrian Refuge Nand 14,017 SF 4.5 6 $ 63j917.52 Bob-11 Patterned and Decaative Asphalt crosswaks 300 SF 4.68 $ 1,404.00 2,850 SF 12.00 $ 31, 800. 00 609-01 vertical Curb a Gutter (3(-) 609 02 outran cued & Gutter (16� 7,1 n LF 8.7 0 62 , 439.90 809-03 veway Corp curs (z5 Width) s,B69 LF 8 . 16 $ 46,422 . 44 609-04 R 8 R Vertical Curb and Gutter 3 EA 90.00 $ 2 70.00 609.05 R 3 R Drive -Over Curb and Gutter ISO LF 2 0 . 40 3 > 060. 00 100 LF 20.40 $ 2,040.00 61"1 PressureGrohding 75 CV 665.00 $ 49,875.00 619601 20' DIP Class 51 with Fbkt Loge Gaskets 619-0z 20• eutosr6y valve with valve sox 800 LF 82 .80 $ 4 9 , 68 0.00 81903 uA 20045 Degree Bend with Trst Block & Mega -Lop 2 EA E152.00_8,304.00 4152 Bt9-04 20' 22.5 Degree Bend with Thrust 8loolr 6 Mega -Lug 7 2088.00 $ 14,616.00 619-05 2"Air Release Valve with Manhole and Vert (par FCLWD) 2 EA 2 0 . 00 $ 4,080.00 619-M Conned to Existing aP Main 1 EA 3672.Q0 $ 3,672.00 819-07 FlroHydremAssempry Assembly 2 EA 2040. 00 _$ 4,080.00 619-08 BIa MAssembly 3 EA 3378.00 $ 10,134.00 SIM Remove Existing 20"Vahre(DenvertoFCLWD) 1 EA 4992--nit $ 4.992.00 619.10 Steel Encase 20" DIP Live Water Main ' x 3/8" Coated Casing (FCLWD) 38 1 EA 1188 . 00 $ 1 , 188 . 00 619-11 WC Irrigation Tap and Meter ph 18 LF _ 438. 00 _$ 7 , 884.00 819-12 60PVC -cow 2 EA 1290.00 $ 2,580.00 619-13 1 W Water Sarvioe and Motor pit 60 LF 28.20 $ 1, 6 92 . 00 619 a Wet Top 8" x 20" Tapping Saddle, Valve and Box 1 EA 3 , 060.00 $ 3,060.00I 619.15 Cut 20"VahresIn EA 3636.00 $ 3,636.00 2 EA _1586.40 $ 3,172.80 Subtotd Lenny Avenue Guentltlsa: iat�raelea 2810-01 Ouantlelae• lrrgation System (This work does not include nwdten Irrigation) 1 Ls 73,500.00 $ 73,500.00 - Topsdl - Mix for Medians MSE Block Retekr wad o-w4litgn) 1,420 Cr 25.00 $ 35,500.00 - concrete Retaining wait (6� High) -High)x 365 LF 112.00 $ 40,880.00 - Restore Rode Areas For Private Owners Boz LF 265.00 $15 9 , 5 3 0.00 1 Ls 3800.00 $ 3,800.00 Subtotal Londsoaping quentild": s 313,210.00 Project: Lemay Avenue Widening Project ADDENDUM #1 BID SCHEDULE SpecAtwn oaaanpacn EW unit Unit cost rrm cold Nwnbw Given" milmmarMoua Cualdmes: - Contract Bores 625-01 Construction Surveying 62"1 Mobilization 630-01 Type III Barricades 63"2 Message Boards (7 boards for 20 days) e30-03 Traffic Control 1.00 LS Z3,� �y oo � 73, r5-trY o0 1.00 Ls 24000.00 24 000.00 1.01) LS aQjz 1(07,00 .Ia.OQ /4a9.ay 2.00 SECTION 1440.00 $ 1,440.00 1.00 Is 26544.00 $ 26,544.00 1.00 Ls 150162.00 $150,162.00 Subtohl balac Quantities: Y7J . Ay 9. o 0 The sum of these two amounts will be used to determine the lowest successful bidder according to the following fomwle: A r 8 X (tire daily cost) • Corrtrasbrs bid for evaluation for Ow iowsst sucoasaful bidder Where: A = Contractors total bid for the work items B s Number of Calendar Days required to substantially complete the Work Daily Cast for this Project • $4.109.00 Tha sbere breads wA bowed a0111y 1br tke llra1 do to lowest srma U bidder wad will how no died on the atirel Oft bid god for aorrSWM the work. A • Total Construction Coat (Lemay Avenue. Landscaping and Miser Cluantitles) s y�. /' e S�cSr l0 93. 8 a Total number of calendar days bid • Tow number of calendar days bid ( poi t% ) X $4.10111.00 • :y 9J'. /N tf% . dot) ADDENDUM #1 BID SCHEDULE TOTAL PROJECT COST ■ A + B X (the daily cost) = s �^�. %% 3• /,,a