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1 <br /> Section 00 41 13 BID FORM <br /> ITEM DESCRIPTION UNIT ESTIMATED UNIT CONTRACT I <br /> NO. QUANTITY PRICE PRICE <br /> 1. Mobilization LS 1 $,L),o; CVD. - $,)yG,c0c :- <br /> I <br /> 2. Construction Surveying LS 1 $ /O,o00 $ /O/00d .— <br /> Maintenance and I <br /> 3. Protection of Traffic LS 1 $ /J 100 .- $ /) 0 U) . <br /> Control <br /> 4. SPCC Plan LS 1 $/,`0C) -- $ /,Vo 0 I— <br /> Construction <br /> 5. Stormwater General LS 1 $ Ii °OD _ $ )/ 000 I <br /> Permit and SWPPP <br /> 6. Type B Progress LS 1 $ 5/2 .- $S00) <br /> Schedule I <br /> 7 Trench Excavation LS 1 $020,17() ' $) W 0/O .- <br /> Safety Systems <br /> 8 Resolution of Utility FA 5,000 $1.00 $5,000.00 I <br /> Conflicts <br /> 9. Demolition LS 1 $ 20/00( - $ _0 .ac — <br /> 10. Removal of Unsuitable CY 50 $ ric.) . - $ , )69 . I <br /> Material `� <br /> 11. Site Grading SY 1,000 $ 2-0 $00/ I <br /> 12. (CDF)Controlled Density Fill CY 5 $ 3 $f,i2sJ <br /> I13. Crushed Surfacing Top TON 75 $ (20 :- $ 6/D)Q <br /> and Base Course <br /> 14. Gravel Borrow TON 306 $ S = $ /?M O = , <br /> 15. Foundation Material, TON 61 $ /w - $ A ,/Ue <br /> Class A or B — <br /> 16. HMA Class 1/2" PG 64- TON 40 $ 300 — $/0,o0b <br /> PVC Pipe, SDR 35, <br /> 17. Solid Wall, 6-Inch LF 120 $ 5 S - $ (o,h0t) I <br /> Diam. <br /> PVC Pipe, SDR 35, <br /> 18. Perforated, 6-Inch LF 144 $ Cgs .- $ 7 2OGO , <br /> Diam. <br /> 19. DI Pipe, Class 52, 36- LF 85 $ ?75 _ $ e) ` , - <br /> Inch Diam. J p) I <br /> 20 Full Profile Insertion LS 1 $ i/,U'0 0 $ �`l, 0G�U <br /> Mag Flow Meter <br /> Insertion Flow Meter <br /> 21. Manhole, Type 3, 72- EA 1 $93/00) $33, at,V <br /> Inch <br /> 22. Manhole, Type 3, 72- EA 2 $/4,, O0 ).— $ 3 i Ct? . I <br /> Inch — <br /> City of Everett 00 41 13-2 January 2022 <br /> Evergreen Pump Station Modifications <br /> UP3747-3I i <br />