The URL can be used to link to this page

Home My WebLink AboutProposalRevised June 26, 2006 MEADOWS DETENTION BASIN AND DRAINAGE IMPROVEMENTS, JOB N0.0412 ITEM APPROXIMATE DESCRIPTION WITH UNIT PRICE TOTAL NO. QUANTITY UNIT PRICE IN NUMBERS AMOUNT WRITTEN IN WORDS FOR BID ITEM 1 1 LS Clearing and Grubbing for Sixty-Nine Thousand Five Hundred Dollars and No Cents Dollars Per Lump Sum $ 69,500.00 $ 69,500.00 2 3 EA Stabilized Construction Entrance for One Thousand Four Hundred Fifteen Dollars and No Cents Dollars Per Each $ 1,415.00 $ 4,245.00 3 1 LS Linear Grading for One Hundred Thirty-Six Thousand Dollars and No Cents Dollars Per Lump Sum $ 136,000.00 $ 136,000.00 4 14,625 CYS Berm Earthwork for Thirteen Dollars and No Cents Dollars Per Cubic Yard $ 13.00 $ 190,125.00 5 116 TONS HMA Surface, Type'B', Complete for Fifty-Two Dollars and No Cents Dollars Per Ton $ 52.00 $ 6;032.00 6 347 TONS HMA Intermediate, Type'B', Complete for Fifty Dollars and No Cents Dollars Per Ton $ 50.00 $ 17,350.00 7 1,050 TONS Type'O' Compacted Aggregate Base Size No. 53 for Twenty-One Dollars and No Cents Dollars Per Ton $ 21.00 $ 22,050.00 r: 8 1 LS Concrete Overflow Structure, Complete for Nine Thousand Five Hundred Dollars and No Cents Dollars Per Lump Sum. $ 9,500.00 $ 9,500.00 9 125 SYS 12" Hand-Laid Riprap, Grouted for Forty-Four Dollars and No Cents Dollars Per Square Yard $ 44.00 $ 5,500.00 10 3,155 TONS Indiana No. 2 Stone, in Berm for Eleven Dollars and No Cents Dollars Per Ton $ 11.00 $ 34,705.00 sydnry\w~locs\04\O~i12\~Ixcilicafiore \vuaJrfic~ds \OUNJTITIfS A-206 Revised June 26, 2006 MEADOWS DETENTION BASIN AND DRAINAGE IMPROVEMENTS, JOB N0.0412 ITEM APPROXIMATE DESCRIPTION WITH UNIT PRICE TOTAL NO. QUANTITY UNIT PRICE IN NUMBERS AMOUNT WRITTEN IN WORDS FOR BID ITEM 11 4835 SYS ___ Needle Punched, Nonwoven Filter Fabric in Berm for Two Dollars and Filly Cents ` Dollars Per Square Yazd $ 2.50 $ 12,087.50 12 411 CYS Class 'A' Concrete for Ditch Retaining Wall, Reinforced for Five Hundred Five Dollars and No Cents Dollars Per Cubic Yard $ 505.00 $ 207,555.00 13 1250 LFT 8' Wide Concrete Bottom Ditch for Sixty Dollars and No Cents Dollars Per Linear Foot $ 60.00 $ 75,000.00 14 32 SYS Concrete Splash Apron for Ninety Dollars and No Cents Dollars Per Squaze yard $ 90.00 $ 2,880.00 . 15 31 LFT 48" RCP Storm Sewer, Class III, Outlet Control Pipe for One Hundred Eighty Dollars and No Cents Dollars Per Lineal Foot $ 180.00 $ 5,580.00 16 2 EA 48" Concrete End Section, with Dissipators for Three Thousand Three Hundred Eighty Five Dollars and No Cents Dollars Per Each $ 3,385.00 $ 6,770.00 17 1 EA Seepage Collar for 48" RCP Outlet Control Structure for One Thousand Two Hundred Fifty Dollars and No Cents Dollars Per Each $ 1,25.0.00 $ 1,250.00 18 161 LFT 24" RCP Storm Sewer, Class III for Forty-Eight Dollars and No Cents Dollars Per Lineal Foot $ 48.00 $ 7,728.00 19 4 EA 24" Concrete End Section for One Thousand Three Hundred Dollars and No Cents Dollars • Per Each $ 1,300.00 $ 5,200.00 9,>yJnry\wp/xs\04\04/Z\7~ccilicaliom3 \gvanlilie:+.rJs \OUN`l~ITIE~? A'207 Revised June 26, 2006 MEADOWS DETENTION BASIN AND DRAINAGE IMPROVEMENTS, JOB N0.0412 ITEM APPROXIMATE DESCRIPTION WITH UNIT PRICE TOTAL NO. QUANTITY UNIT PRICE IN NUMBERS AMOUNT WRITTEN IN WORDS FOR BID ITEM 20 16 LFT 12" RCP, Class III for One Hundred Ten Dollars and No Cents Dollars Per Linear Foot $ 110.00 $ 1,760.00 21 100 LFT PVC Pipe Extensions for Twenty-Five Dollars and No Cents Dollars Per Linear Foot $ 25.00 $ 2,500.00 22 150 LFT 12"PVC Force Main, DR18, with Fittings, Restrainers for Eighty Dollars and No Cents Dollars Per Linear Foot $ 80.00 $ 12,000.00 23 120 LFT W Beam (Steel) Guardrail for Forty Dollars and No Cents Dollars Per Linear Foot $ 40.00 $ 4,800.00 24 2 EA Guardrail Curved Terminal End Section • for Thirty-One Dollars and No Cents Dollars Per Each $ 31.00 $ 62.00 25 29,950 SYS Seeding for No Dollars and Thirty-Two Cents Dollars Per Square Yard $ 0.32 $ 9,584.00 26 1,900 SYS Sodding for Two Dollars and Eighty-Five Cents Dollars Per Square Yard $ 2.85 $ 5,415.00 27 5,700 LFT Erosion Control Silt Fence, Complete for Three Dollars and No Cents Dollars. Per Linear Foot $ 3.00 $ 17,100.00 28 1 LS Traffic Control, Signs, Barricades, Complete for Five Thousand Dollars and No Cents Dollars Per Lump Sum $ 5,000.00 $ 5,000.00 • s:SyJny\vploc7~U`f~U4/2\>Grci/icafian>\quanfllics.ds\OUNJr~I(IE~S A-208 Revised June 26, 2006 • MEADOWS DETENTION BASIN AND DRAINAGE IMPROVEMENTS, JOB NO. 0412 ITEM APPROXIMATE DESCRIPTION WITH UNIT PRICE TOTAL NO. QUANTITY UNIT PRICE IN NUMBERS AMOUNT WRITTEN IN WORDS FOR BID ITEM 29 642 TONS Repave Crum's Lane, 110 #/SY HMA Surface, including Tack Coat for Fifty-Two Dollars and No Cents Dollars Per Ton $ 52.00 $ 33,384.00 30 3,111 SYS Mi114' Strip at Each Payment Edge on Crum's Lane Prior to Paving for Three Dollars and Fifty Cents Dollars Per Square Yards $ 3.50 $ 10,888.50 __ _- 31 1 LS Chain Link Gate, Complete for Six Thousand Eight Hundred Dollars and No Cents Dollars Per Lump Sum $ 6,800.00 $ 6,800.00 32 1 LS Construction Engineering (Stake-Out), Complete for Eighteen Thousand Dollars and No Cents Dollars Per Lump Sum $ 18,000.00 $ 18,000.00 • 33 60 LFT 70" Dia. Steel Casing, bored under CSX Railroad Tracks for One Thousand Nine Hundred Ninety-Nine Dollars & No Cants Dollars Per Linear Foot $ 1,995.00 $ 119,700.00 34 64 LFT 54" RCP, Class III, jacked inside 70" steel casing for Two Hundred Twenty Dollars and No Cents Dollars Per Linear Foot $ 220.00 $ 14,080.00 35 8,014 CYS Berm Key Way and Undercut Excavation, complete, including grading and seeding of waste area for Fourteen Dollars and No Cents Dollars Per Cubic Yard $ 14.00 $ 112,196.00 SUMMATION OF ITEMS 1 THROUGH 35 =TOTAL BID PRICE _ $ 1,192,327.00 One Million One Hundred Ninety-Two Thousand Three Hundred Twenty-Seven Dollars and No Cents Dollars We Acknowledge Receipt of : Addendum No. 1 (Dated June 14, 2006) • Addendum No. 2 (Dated June 26, 2006) s:syArry\wtdocs\Ok\04/Z\sFccilicatiorrs\quadifies.ds\OUMI~iTIES A-209