Specifications include, but are not limited to: 1 01 71 13 Mobilization and Demobilization 1 Lump sum $ $ 2 03 81 10 Saw cut perimeter of each repair area, approx. 1" deep, in areas S1 through S10 on principal spillway chute face 1100 Linear feet $ $ 3 03 81 10 Remove and dispose of damaged concrete and reinforcement, 1" to 3" deep, in areas S1 through S10 on principal spillway chute face 41 Cubic yard $ $ 4 03 81 10 Remove and dispose of damaged concrete and reinforcement, 6" deep", in area S11 at bottom of principal spillway chute face 34 Cubic yard $ $ 5 03 81 10 Remove and retain four survey monuments and remove and dispose of concrete and reinforcement in repair area D1 on north dam crest 8910 Square feet $ $ 6 03 81 10 Remove and dispose of concrete curbs and reinforcement in repair areas D2 on north dam crest 9 Cubic yard $ $ 7 03 01 10 Concrete Repair Type 1: Furnish and install materials for repair of damaged concrete in areas S1 through S10 on principal spillway chute face 41 Cubic yards $ $ 8 03 30 00 Concrete Repair Type 2: Furnish and install concrete and reinforcement for replacement of facing panels in repair area S11 on bottom of principal spillway chute face 34 Cubic yards $ $ 9 03 37 20 Concrete Repair Type 3: Furnish and install repair materials for placement of the epoxy polymer concrete overlay in repair area D1 on north dam crest. Reinstall four survey monuments. 1000 Square yards $ $ 10 03 30 00 Concrete Repair Type 4: Furnish and install concrete and reinforcement for replacement of curbs in areas D2 on north dam crest 9 Cubic yards $ $ 11 33 46 40 Furnish and install 12‐inch wide prefabricated geocomposite drains behind the 6‐inch thick facing panels over repair area S11 on the downstream face at the bottom of the principal spillway chute 450 Linear feet $ $ 12 03 01 10 Furnish and install waterproofing material over repair area S11 to control seepage 1350 Square feet $ $ 13 03 20 40 Optional Item ‐ Furnish and install epoxy grouted anchor bars in area S11 25 Each $ $
