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-- Indian River County Please 1-1 Cell 1 Construction Vertical Expansian Access Road Ditch l odif cation BID FORA Fiexamat Lining Material Item Description Estimated Quantity Unit Unit Cost Cost (Note 1) 1 Mobilizatio»<lDenlob.ilization(Not to exceed 5%of Bid) 1 LS $7,571 36 17.571.76 2 Stockpile existing Check Dams(Note Tl) ' 1 LS $7,430.59 S7 X130.59 3 Subgrade Preparation(Note 111). 760 1f $26.40 S210,062.60 4 Earthwork(fill)(Note IV and V) S00 i cy $18.15 514,523;92 5 Flexarnat(Material and Installation)(Note VI) 1,400 sy $54.90 576,855.82 6 1 Geogr.id.(us ed to tie.2 rolls t f I'le.xarr.►at together) 1,400 sE - $5.31 $7,43.0.59 7 lInstall Stockpiled Check Darns I LS $7,430.59 $7,430.59 8 Sodding outside ofFlexamat(Note VU) 1.250 sv. $4.91 56.,141..99 9 Initial Survey and Final Survey(Note X) 1 LS 1 $33987.3.9 1 53,987.39 TOTAL $.151.,435.2.6 Notes:. Quantities preschted herein are estimated quantities and should be verified by Contractor.if quantities are found to be significautly di.f7ercnt. Contractor shall notiA-Construction prior to starting wort:.Quantities not.provided anis that firm a part of the work shall be `WmW' estimated and verified by Contractor and brought lir Engincer's auention.Payment shall be made..on surveyed and calculated quantities in accordance with theT'echnical Specifications. This item in-owes stockpiling check darns present in the.work area its shm}n on Dravwirg'_of 5.'Phis item shall also involve removal of silt 1.1 fence.acrd siltation accumulated behind the check tiaras within and outside(dovenstream)the work area.Please refer to Drawing 2 of 5. This item involves clearina?removal of over;_Town grass,rocks,sticks.routs,any trash,unsuitable soils etc.present within the ditch and III stripping of the unsuitable topsoil tin the work area.This litre item basically involves preparation of subgrade/existing ground prior to placement P the unpnrt fill on file landfill side slope;and on the access road side;slopes as shown on the C onstrue:tion Drawings This lint item invokes earths=fork associsrtcd witli constr•uctin f,the ditch cro::c section of 21-1:1 V slopes with depth of 15 ff.5°'dope up to the IV existing ground with slopes as indicated on the Construction Drawings.The actual quantity n,ay vary due to the on-site conditions.Contractor to provide a survey from toga of I?reparcd subgrade to top of fill for actual as-built quantity of 1111 utilised. i1artirieork quantities are in-place compacted quantities.Earthwork pay liens Include all Costs to haul,place,compact,and tirade V eenerallstruie tural fill. Contractor to('cllow construction guidelines from the manufacturer and any additional guidelines provided ny the enalneer for material and �1. iustalladon ofFleaarnat.Hem shrill involve application of seed prior to flexnmat installation.Fiexamat manufacturcrand construction notes are indicated on the Constxuclie,n Drdwings. Vtt This item involves sodding of the ditch from crest of flexanrat to crest of thee access road and the 5%bench on the landfill sideslope as shown on the Construction Drawin is. 1'ft1 This Bid Form is a part of the bid package that involves'rechnical Specifications.Con stu•uctiott..D)raw-irigs.Construction Quaht; ,assurance (C(IA)flan.Manufacturer Guiidlines fir Fiexamat instalta4on,and any otherprovided h, the Engineer. Contractor shall submit Request.for:additional hifbmiation(AI)fbr clarifications,if arty,related to sen.pe of kvork.items andlor quariluic,,on Lti thebid forni.and any discrepancy in alae bid documents daring the bidding process. Contractor to peri'orrn initial survey after sub<grade preparation and a Final survey after T'-lexamat insiar:lation.Contractor to provide as-built survey.to the owner.The surveys shall be used for payment purposes nerd for verificationof work completion l-`Z5.1292 '1iil i 1 "l. ' 2 9 2