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..,c ..wvw.i. uununiy w. zlpreaasneet Keport Page <br />HOC Phase 2 Bid s11A19nno Q-A9 ane <br />Phase <br />_ <br />Description <br />Takeoff Quantity <br />Labor <br />Price <br />;Labor <br />unt <br />Material <br />Price <br />Material <br />Amount <br />Sub Price <br />Sub <br />Amount <br />Total <br />Amount <br />Notes <br />2700 <br />Site Utilities <br />Backflow Preventor Switch-Out <br />1.00 LS <br />- <br />- <br />- <br />-.3,000.00 <br />3,000 <br />3,000 <br />Installing BFP's <br />CONCRETE <br />3100 <br />Concrete Work <br />-� <br />-- - <br />Form Topping Slab /Edges Ram <br />Form L s <br />Sleeves s for or Hand Rails @Ram <br />Patch Conrete @Grease Trap <br />Patch Concrete @ Backflow Preventors <br />Cut &Patch Slab CM Floor Boxes <br />Sawcut Slab for Footings @ Entrance <br />Remove Concrete @New Ft� Location_ <br />Hand Excavate for New Ft <br />640.00 SF <br />100.00 SF <br />38.00 EA <br />126.00 SF <br />225.00 SF <br />; 1.00 LS <br />168.00 SF_ <br />2.50 <br />2.50 <br />10.00 <br />- <br />750.00 <br />1,600 <br />250 <br />380 <br />- <br />- <br />750 <br />- <br />2.38 <br />2.38 <br />9.52 <br />- <br />- <br />500.00 <br />- <br />1,600 <br />250 <br />380 <br />- <br />- <br />500 <br />4.50 <br />4.50 <br />750.00 <br />5.50 <br />567 <br />1,013 <br />750 <br />924 <br />3,200 <br />500 <br />760 <br />567 <br />1,013 <br />2,000 <br />924 <br />98.00 SF <br />5.00 CY <br />- <br />100.00 <br />500 <br />- <br />50.00 <br />- <br />250 <br />15.00 <br />1,470 <br />1,470 <br />750 <br />_ <br />Fine Grade Footings <br />98.00 SF <br />5.00 <br />490 <br />1,50147 <br />637 <br />Remove Footing Spoils <br />Place & Finish Footings <br />i 5.00 CY <br />98.00 SF <br />8.00 <br />- <br />784 <br />- <br />- <br />150.001 <br />750 <br />750 <br />784 <br />Drill & Epoxy /Grout Reinforcing Into Ext. <br />Fdns <br />28.00 EA <br />8.00 <br />224 <br />20.00 <br />560 <br />784 <br />Anchor Bolt Templates <br />2.00 EA <br />10.00 <br />20 <br />20.00 <br />40 <br />60 <br />Install Anchor Bolts <br />8.00 EA <br />15.00 <br />120 <br />25.00 <br />200 <br />320 <br />Grout Base Plates <br />2.00 EA <br />35.00 <br />70 <br />35.00 <br />70 <br />Reber Material <br />2.50 TN <br />1,200.00 <br />3,000 <br />f3,O <br />-- <br />Place Rebar <br />2.50 TN <br />350.00 <br />875 <br />- - <br />ConcreteMaterial -Ft s /Slab <br />16.00 CY <br />- <br />- <br />92.00 <br />1,472 <br />1472 <br />Concrete Material- Ramp <br />W WF Material for Ramp Topping <br />24.00 CY <br />1,056.00 SF <br />- <br />0.15 <br />158 <br />92.00 <br />0.15 <br />2,208 <br />158 <br />- <br />2,208 <br />317 <br />Sawcut Slab for U1G Plumb: Addti. Scope <br />NIC Phase 1 <br />325.00 SF <br />- <br />- <br />- <br />- <br />5.50 <br />1,788 <br />1,788 <br />MASONRY <br />4100 <br />Masonry Work <br />Mortar For Block <br />4.00 BG <br />19.051 <br />80 <br />80 <br />Mortar Sand <br />1.00 CY <br />71.43 <br />75 <br />751 <br />Rough Hardware /Masonry Reinforcinq_ <br />1.00 LS <br />- <br />- <br />1,428.571 <br />1,500 <br />1,500.00 <br />1,500 <br />3 000 <br />Whitesell 1 Material Allowacne <br />Window Frame Flashing <br />271.00 SF <br />0.50 <br />136 <br />1.671 <br />474 <br />610 <br />Re let 1 <br />471.00 LF <br />1.50 <br />707 <br />1.43 <br />707 <br />1,413 <br />Sawcut Re leq t in Masonry <br />471.00 LF <br />- <br />- <br />- <br />- <br />1.75 <br />824 <br />824 <br />Patch Mason_ Mason & Tender) <br />HR <br />- <br />- <br />- <br />53.00 <br />3,180 <br />3,180 <br />Whitesell <br />t <br />Block Repair <br />-60.00 <br />85.00 EA <br />8.00 <br />680 <br />3.25 <br />276 <br />956 <br />Whitesell / Adams <br />EInstallLintels <br />22.00 E� <br />20.00 <br />440 <br />440 <br />Whitesell <br />Clean Existing Interior CMU Walls Allowance • <br />1.00 AL <br />2,000.00 <br />2,000 <br />2,000 <br />Whitesell / Adams <br />STEEL <br />5500 <br />M1 C. Metal <br />_ <br />Structural Steel - Material Quote <br />1.00 LS <br />-1 <br />- <br />- <br />-1 <br />32,777.001 <br />32,777 <br />32,777 <br />SSC <br />Entrance <br />/nsta //Steel Beam'& Columnn00 LS ( -� *( 0 SSG <br />jBracrng_@ <br />0 <br />Skhts <br />HandRads @RearHCRamp 960.00 LF ; O�SSC <br />lintels : ;. 9.00. LS: ) _ * * 01SSC <br />