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CONTRACT QUANTITY UNIT <br /> DESCRIPTION UNIT QUANTITY TO DATE PRICE TOTAL <br /> 26. 2 5 0 6. 5 2 2 ' ADJUST FRAME AND ' EACH 1- 1.0 $ 150.00 $ 150.00 <br /> RING CASTING <br /> 27. 2521. 501 4" CONCRETE WALK S.Y. 11,950 13310.0 $ 1.10 -s- 14641.00 <br /> .28. 2531. 501 CONCRETE CURB AND L.F. 2 ,226 2480.0'$ 5.00 $ 12400.00' <br /> GUTTER, DESIGN B-624 <br /> 29. 2554. 501 TRAFFIC BARRIER, L.F. 780 780.0 $ 10.90 r$ 8502.00 <br /> DESIGN C <br /> 30'.. 2554. 521 ANCHORAGE ASSEMBLIES EACH 4 4.C$ 35-00 --$ 140.00 <br /> 31. 2575. 505 SODDING v S.Y. 3,700 0.0-$ 0 - $ 0 <br /> 32. 2021 . 501 MOBILIZATION L.S. 1 1.0 -$ 18000.00- $ 18000.00 <br /> 33. 3 01.6 01 BRIDGE APPROACH L.S. 1 1.0-$ 18000.00 -$ 18000.00 <br /> PANELS <br /> 34. 401 . 601 STRUCTURE EXCAVATION L. S. 1 1.0 $ 14000.00 $ 14000.00 <br /> 35.. , 4 01.6 0 5 BRIDGE DECK SLAB S.F. 810 7 (P) 8107.0 $ 9.58 $ 77665.06 <br /> CONC. ' MIX NO. 3Y33 <br /> 16. 401.605 WEARING COURSE CONC. S.F. 5798 (P) 5798.0 $ 3.50 $ 20293.00 <br /> MIX NO. SPECIAL <br /> 37. 4 01 .6 0 5 SIDEWALK CONC. MIX S.F. 2 3 0 9 (P) 2309.0 $ 7.62 $ 17594.58 <br /> NO. 3X46 <br /> 38. 401 . 606 TYPE "M" RAILING L.F. 328 (P) <br /> CONC. MIX. NO. 3X46 328.0 $ 12.75 v$ 4182.00 <br /> 39 . 2401. 501 CONCRETE MIX C.Y. 69 (P) 69.0$ 220.00-$ 15180.00 <br /> NO. 1A43 <br /> 40. 2401. 501 CONCRETE MIX. C.Y. 257 (P) 257.0 $ 220.00 $ 56540.00 <br /> NO. 3Y43 <br /> 41. 2401 . 541 REINFORCEMENT BARS LB. 96010 ` N 96010.0$ .32 $ 30723.20 <br /> 42. 2401. 541 REINFORCEMENT BARS LB. 50830 . (P) 50830.0$ .45 $ 22873.50 <br /> (EPDXY COATED).. <br /> Page 3 Of 5 <br />