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BID WORKSHEET SOLID WASTE DISPOSAL DISTRICT INDIAN RIVER COUNTY LANDFILL GAS FLARE STATION RELOCATION Revision 1 , 01 -31 -2012 10 Miscellaneous Items A . Standby Diesel Generator (Only installation See Note VIII ) Lump Sum 1 $ 100 . 00 $ 1 ,000 . 00 B . Conduit for burying electrical lines (cut and backfill ) feet 1500 $2 . 00 $35000 . 00 C Electrical connection to condensate knock out sump north of each 1 $6 ,000 . 00 $6 ,000 . 00 access road ( See Note IX ) D . 6 - in . thick crushed stone bedding at flare c d 40 $60 . 00 $2 , 400 . 00 E . 8-oz Geotextile separator sq . yd . 200 $3 . 00 $ 600 . 00 F . 6- mil Vapor barrier layer sq . yd . 200 $0 . 60 $ 120 . 00 G . Identification marker in trenches feet 795 $0 . 60 $477 . 00 H . 36 - in . CMP casing for header road crossing feet 25 $ 120 . 00 $ 3 , 000 . 00 L Cast-in-place reinforced concrete slab cyd 73 $465 . 00 $33 ,945 . 00 4 - in thick Asphalt Concrete surface and 4- in . thick gravel ft 70 $30 . 00 $2 , 100 . 00 base at header road crossing K . Vegetation for disturbed areas on landfill sq . yd . 1500 $2 .40 $35600 . 00 L . 8 - in . Millings at flare entrance sq . yd . 250 $ 8 . 00 $2 , 000 . 00 M . Shed near the flare ( 10' x 12 ') each 1 $ 1 ,200 . 00 $ 1 , 200 . 00 N . Fence feet 230 $ 22 . 00 $ 5 , 060 . 00 Subtotal Miscellaneous $64 ,502 . 00 TOTAL $3195557.00 Notes I Mobilization/Demobilization ( Item I ) shall include any partial demobilization required for all components of construction specified herein and in the II The survey activities ( Item 2 ) shall include surveying for all pipe alignment, initial and final survey and any surveying needed throughout the duration of the "Hie Site Preparation activities ( Item 3) shall include clearing, grubbing, stripping, and surface grading for areas in header alignment and the flare relocation area and shall involve all material , III equipment and labor required for ( i) shutting the flare off; ( it) lowering the flare stack ; (iii) switching off and disconnecting electrical [nits/components and turning offal] valves; (iv ) disconnecting air compressor from the 2 -in . air line; (v) disassembling 14-in . header flanged connection to knock out pot on flare; (vi) cutting off the condensate drain from knock out pot at flare to condensate sump near flare; (vii) securing loose equipment on the flare skid ; and (viii) miscellaneous preparations as necessary for relocation of the skid. Demolition activities shall include demolition/removal of ( i) concrete pad; ( ii ) gravel bed and fence; (iii) — 200 ft. of I -in. HDPE condensate force main ; (iv) —330 ft. of 14-in . HDPE header IV pipe; (v ) 18-in. to 14-in . reducer; (vi ) — 230 ft. of 2 -in . I IDPH air main ; (vii) CMP casing for an main under roadway near Flare; (viii) backfill after all pipe removal . The flare start-up shall include (i ) installing electric wiring, (ii) providing header reconnection ; (iii ) repositioning all the units/components on the flare station after relocation; ( iv) raising the V flare stack; (v) ensuring operation of all components including blowers, compressor, dryer, knock-out pot, condensate sump and pumps ; and (vi) ensuring the entire utility flare system functions smoothly. Item 8A shall incude cost associated with (i) 48-in . dia. HDPE 10' condensate sump ; (ii) two 24 -in , flanged connections for the header inlet and outlet; and (iii ) VI components and fittings required for the installation of the sump. Contractor to use the type of pump (pneumatic pump or electric pump) only after discussion with and approval from the Engineer and/or Owner. If existing pneumatic pump is used this item II may not be required . VIII County purchased generator set shall be offloaded on-site and installed by the contractor on the flare pad. IN Item IOC may not be required if a pneumatic pump is used in the condensate sump. N Quantities presented herein are estimated quantities and should be verified by Contractor. If quantities are found to be significantly different , Contractor shall notify Construction Manager. Quantities not provided shall be estimated and verified by Contractor. Payment shall be made on surveyed and calculated quantities in accordance with the Technical Specifications .