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Indian River County Phase H Cell I Construction Vertical Expansion Access Road Ditch Modification BID FORM Flexamat Lining Material Item Description Estimated Quantity Unit Unit Cost Cost (Note 1 Mobilization/Demobilization(Not to exceed 5%of Bid) 1 LS ' 2 ' Stockpile existing Check Dams(Note II) 1 LS �S� 3 Subgrade Preparation(Note 11 760 iffill 15bo 4 Earthwork(Fill)(Note IV and V) 800 cy � 5 Flexamat(Material and Installation)(Note VI) 1,400 sy tic0 6 Geogrid(used.to tie 2 rolls of Flexamat together) 1,400 sf 0 7 Install•Stockpiled-Check;lams 1 L. ro 1q.;500 8 Sodding outside of Flekamat(Note VII) 1,250 sy 14,000 9 Initial Survey and Final Survey(Note X) 1 LS = TOTAL 2 Notes: Quantities presented herein are estimated quantities and should be verified by Contractor. If quantities are found to be significantly different, I Contractor shall notify Construction Manager/Engineer prior to starting work.Quantities not provided and that form a part of the work shall be estimated and verified by Contractor and brought to Engineer's attention. Payment shall be made on surveyed and calculated quantities in accordance with the Technical Specifications. This item involves stockpiling check dams present in the work area as shown on Drawing 2 of 5.This item shall also involve removal of silt fence and siltation accumulated behind the check dams within and outside(downstream)the work area.Please refer to Drawing 2 of 5. This item involves clearing/removal of overgrown grass,rocks,sticks,roots,any trash,unsuitable soils etc.present within the ditch and stripping of.the unsuitable topsoil in the work area.This line item basically involves preparation of subgradetexisting ground prior to placement of the import fill on the landfill side slopes and on the access road side slopes as shown on the Construction Drawings This line item involves earthwork associated with constructing the ditch cross section of 2H:1 V slopes with depth of 2.5 ft,5%slope up to the IV existing ground with slopes as indicated on the Construction Drawings.The actual quantity may vary due to the on-site conditions.Contractor to provide a survey from top of prepared subgrade to top of fill for actual as-built quantity of fill utilized. V Earthwork quantities are in-place compacted quantities.Earthwork pay items include all costs to haul,place,compact,and grade general/structural fill. Contractor to follow construction guidelines from the manufacturer and any additional guidelines provided by the engineer for material and VI installation of Flexamat.Item shall involve application of seed prior to flexamat installation.Flexamat manufacturer and construction notes are indicated on the Construction Drawings. VII This item involves sodding of the ditch from crest of flexamat to crest of the access road and the 5%bench on the landfill sideslope as shown on the Construction Drawings. Vin This Bid Form is a part of the bid package that involves Technical Specifications,Construction Drawings,Construction Quality Assurance (CQA)Plan,Manufacturer Guildlines for Flexamat installation,and any other guidelines/instructions provided by the Engineer. IX Contractor shall submit Request for Additional Information(RAI)for clarifications,if any,related to scope of work,items and/or quantities on the bid form,and any discrepancy in the bid documents during the bidding process. X Contractor to perform initial survey after subgrade preparation and a final survey after Flexamat installation.Contractor to provide as-built survey to the owner.The surveys shall be used for payment purposes and for verification of work completion 1 of 1 1/25/2013 280