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SUMMARY OF BRIDGE PAY ITEMS <br /> PAY DESCRIPTION UNIT QUANTITY UNIT PRICE (WORDS ) UNIT PRICE TOTAL <br /> ITEM NO . PRICE <br /> 110-3 Removal of Existing Structures LS 1 Q <br /> 120-5 Channel Excavation CY 614 .0 .;NE <br /> 360- 1 Concrete approach slats EA 2 .0 n �. � , , i p-x) , <br /> 400-2-4 Concrete Class II (Superstructure CY 16. 9 <br /> Sidewalk) In 00 �>o <br /> 400-3-4 Concrete Class III (Superstructure CY 24 . 9 St X 6 <br /> ir <br /> Closure Pours) 600 , OD <br /> 400-4-5 Concrete Class IV Substructure CY 115 . 1 ' <br /> 6J� r <br /> 400- 147 Composite Neoprene Pads CF 7.4 J7600 bO <br /> 400- 148- 1 Traffic Railing F & I Barrier LF 99 .0 <br /> l7 , 00 S j <br /> 400- 148-2 Traffic Railing F & I LF 99 . 0 ie0 z, ' 3 , <br /> (Sidewalk Type ) <br /> 415- 1 -4 Reinforcing Steel ( Superstructure) LB 2430 .0 0 t <br /> y , 12J <br /> 415-1 -5 Reinforcin Steel Substructure LB 12970 .0 e <br /> 450-88- 18 Prestressed Slab Units Traversely SF 4988 .0 Io J7 <br /> Post tensioned ( 19") a � z1 qb (� � (gib <br /> 455-3-2 Prest Conc Piling Furnished 18" SQ LF 1995.0 9 <br /> 455-4-2 Prest Conc Piling Driven 18" SQ ) LF 1797 .0 <br /> 455- 17-2 Pile Splices 18 " EA 5 .0 ir✓ <br /> DD J7 Sib l D <br /> 455- 133- 1 Steel Sheet Pilin (Temporary) SF 2500 . 0 66 <br /> 455- 137 Test Load ( Dynamic ) EA 2 . 0 S <br /> bvc) . t)p <br /> 455- 140- 12 Test Piles Furnished 18" LF 125 .0 <br /> s, vol � oo <br /> 455- 141 - 12 Test Piles Driven 18" LF 111 .0A C v, l . <br /> 120 4 <br /> 530-3-4 Ri ra Rubble ( Roadway ) TN 335 . 0 S ' P� 0 4 b <br /> ( Ditch Lining ) <br /> 530-74 Bedding Stone ' TN 240 .0 <br /> F : PublicWorks\CapitalProjecls\Oslo-43\BidProposal BRIDGE SUB-TOTAL COST = S $S (o q IL o 0 ADDENDUM #4 <br />