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Shea Carr Estimate Review
Engineer's Estimate -Combined SR 5071 CARTER-BRIGHTON (YELM COMMUNITY SCHOOLS} SPEC # ITEM UNIT OUANTI UNIT TOTAL 1 1-07 Sill Prevention Plan L.S. 1 $1,000.00 $1,OOD.00 2 1-09 Mobiiizatian L.S. 1 $8`4000:i~ ~$31~000.00 3 1-10 Pro'ect Tem ora Traffic Control L.S. 1 $18,000.OD $48,OOp.00 4 2-42 Saw Cuttin Existin Pavement L.F. 2,170 $2.OD $4,340.00 5 2-02 Removal of Structures and Obstructions L.S. 1 $5,000.00 $5,000.00 6 2-03 Roadwa Excavation Inol, Hau! C.Y. a-;458 L '~ --~35#~7." r~~ $50,750.Ot) 7 2-03 Gravel Borrow lncl Haul Ton 555 $15.DD $8,325.00 F d i oun on Exeavati©rr-Me1 at 40. $7,204.00 9 2-11 Trimmin and Cleanu L.S. 1 2500 $2,5D0.40 ifl 4-04 Crushed Surfacin Base Course TON 1,330 $20.00 $26,600.OD 11 5-04 HMA CI. 112-In. PG 58-22 TON 910 $10D.~9$1j' `- $9-1;000.00 12 7-04 Concrete Inlet EACH 1 $1,425.00 $1,425.00 13 7-04 Profile Wall PVC Storm Sewer Pi e, 12" Diameter L.F. 750 $40.00 $30,000.00 14 7-05 Catch Basin T e l EACH 3 $1,500.00 $4,500.00 15 7-05 Ad'ust Catch Basin EACH 1 $1,400.00 $1,000.00 16 7-05 Solid Metal Cover for Catch Sasin EACH 1 $700.00 $700.00 17 8-01 Seedin , Fert'Elizin ,and Mulchin A.C. 0.270 $1,200.44 $324.00 18 8-01 Water PollutionlErosion Control L.S. 1 $H,000.DO $8,000.00 19 8-04 Cement Conc. Traffic Curb and Gutker L.F. 3,175 $15.00 $17,625.OD 20 8-04 Extruded Curb LF. 25 $20.00 $504.00 21 8-14 Cement Conc. Sidewalk S.Y. 65 $35.00 $2 275.00 22 8-14 Cement Conc. Sidewalk Ram T e 1B EACH 3 $1,200.00 $3,600.00 23 8-20 Beacon Assembl EACH 2 °$10,000 T?0'~~._° $20,OD0 00 24 8-21 Permanent Si nin L.S. 9 -«$4Q;000.~14 = r zx,~ $10,000.00 25 8-21 Illumination S stem L.S. 1 $33,775A0 $33,775.00 26 8-22 Paint Line L.F. 5,625 $0.3D $1,687.5D 27 8.22 Plastic Wide Line L.F. 1,960 $D.35 $686.00 28 8-22 Plastic Traffic Arrow EACH 8 $100.00 $800.00 29 8-22 Plastic 5to Line L.F. 35 $6.00 $230.00 30 8-22 Plastic Crosswalk Line S.F. 195 $5.00 $975.00 31 8-22 Plastic Bike S mbol EACH 5 $200.00 $1,000.00 32 8-22 Stri in Removal L.F. 4,990 $0.40 $1,996.00 Construction Total= b89- ~G, ,~ ~£~~ZS r$:5I ~~ ~1 ~,rxac> ~1 ~ 1 ~ ~~'