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- <br />C <br />C <br />I- <br />C <br />LL <br />1- <br />W <br />-1 <br />a <br />O <br />U <br />Extended Total <br />$ 10,933.52 <br />N <br />- <br />of <br />0 <br />$ 5,788.32 <br />0-0, <br />co <br />(NV <br />N <br />(A <br />O <br />n <br />v <br />r <br />Cf) <br />V <br />s- <br />CD <br />O <br />CA <br />$ 8,870.80 It <br />$ 14,789.071 <br />(O <br />(0 <br />Ef) <br />$ 2,786.98 <br />' <br />6o) <br />$ 2,009.84 <br />CO <br />N <br />rn <br />(A <br />C <br />O <br />0) <br />69 <br />$ 5,070.64 <br />--_-- <br />69 <br />69 <br />CO <br />0 <br />N <br />Ci <br />r- <br />05 <br />CO <br />CO <br />(fl <br />CO <br />7 <br />N <br />r <br />CAO <br />M <br />N <br />m <br />N <br />O <br />N. <br />O <br />CO <br />84 <br />O <br />N <br />O <br />0.00 <br />O <br />O <br />a—�I COMPLETED THIS PERIOD 1 <br />Extended Total <br />$ 10,933.52 <br />co <br />O <br />CA <br />M <br />M <br />03V' <br />N <br />ui <br />(A <br />$ 21,223.84 11 <br />ti <br />V <br />.- <br />(f) <br />$ 210,641.42I <br />$ 8,870.801 <br />1.--- <br />O) <br />CAD <br />N <br />(9 <br />(9 <br />' <br />(9 <br />(9- <br />(O <br />CO <br />(n <br />OI <br />(9 <br />69 <br />69 <br />$ 2,009.84 <br />69 <br />CO <br />N <br />M <br />Cr) <br />(9 <br />69 <br />i <br />69 <br />09 <br />(9 <br />i <br />(A <br />i <br />69 <br />n <br />[O <br />04 <br />fO <br />co <br />lI Quantity <br />c- <br />) <br />(O <br />10 <br />331 <br />219 <br />O <br />38 I <br />0 <br />0 <br />( C) <br />h• <br />0 <br />0 <br />CO <br />CD <br />CD <br />O <br />O <br />O <br />O <br />O <br />0 <br />CONTRACT AMOUNT <br />Extended Total <br />(n <br />M <br />M <br />O) <br />O <br />r <br />f9 <br />(o <br />N <br />r <br />o) <br />(A <br />O <br />co(O <br />d' <br />6) <br />M <br />N <br />(9 <br />s' <br />a0 <br />M <br />N <br />N <br />N <br />69 <br />N <br />N <br />6 <br />O <br />(() <br />N <br />(9 <br />0 <br />co <br />O <br />N <br />04 <br />N <br />O <br />M <br />69 <br />0 <br />O <br />O) <br />(o <br />CV <br />r <br />(9 <br />N <br />0 <br />00 <br />C.10 <br />C9 <br />65 <br />N <br />(A <br />0 <br />V <br />(n <br />69 <br />14 <br />N <br />h <br />0-1 <br />N <br />O <br />r <br />(9 <br />CO <br />(A <br />M <br />1.-- <br />(n <br />(I) <br />(9 <br />N <br />0 <br />(h <br />M <br />O <br />O <br />.- <br />(1) <br />o0 <br />N <br />W <br />N <br />CO <br />N <br />(f) <br />O <br />V <br />7 <br />N <br />U3 <br />0 <br />O) <br />N <br />CO <br />(0 <br />'V <br />(9 <br />C. <br />(() <br />M <br />V <br />CO <br />(A <br />Lo <br />O <br />O <br />(1) <br />N_ <br />(0 <br />(A <br />O <br />CO(O <br />(A <br />0) <br />N <br />M <br />69 <br />O) <br />V <br />0to <br />N <br />N <br />N <br />(A <br />O <br />O <br />M <br />(f) <br />co. <br />0) <br />(9 <br />O <br />V <br />M <br />0 <br />(o <br />r <br />(fl <br />C.) <br />�} <br />co <br />CO <br />03 <br />(A <br />Unit Price <br />(O (O <br />N <br />(O <br />co <br />0 <br />((f (A <br />tf) H) <br />N 4 1,- N O COI--00 <br />r V N O (f) <br />V O) CO CO (O 1` <br />CD N O) .- N (O <br />6) (n <br />r <br />(9 69 (9 (9 (9 0 <br />0) <br />N (n V <br />M (\ (+) <br />CO o) <br />CO.- <br />r <br />C9 (A (9 <br />CO CO 0 CA O V 0 <br />1` N N V' N tt .- 00 <br />O 6) h 11) '( N N W <br />CO N O (1) <br />CO r <br />N O <br />(9 (9 (9 C9 CO CO 69 (9 <br />N Nr <br />n r <br />tt (O <br />I <br />CO <br />(9 (9 <br />Estimated <br />Quantity <br />to O O <br />�'"' 03 O r N CO 0 0) 4 0) CO V CO r N 0 N n N <br />O V N CO LC) N n <br />Item Description Unit <br />} W <br />< a s V aw w}} ,- a s a s (1- (•- l� U�N W <br />W W W W J J LALAlA W W W Cu J J L) <br />a <br />40 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 <br />41 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN 72-4020 <br />42 2506.502 CASTING ASSEMBLY (STORM) <br />43 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN 2'X3' <br />44 2511.509 RANDOM RIPRAP CLASS III <br />45 2531.503 CONCRETE CURB & GUTTER DESIGN SURMOUNTABLE <br />46 2531.503 CONCRETE CURB & GUTTER DESIGN B618 <br />47 2531.504 6" CONCRETE PAVEMENT DRIVEWAY <br />48 2531.504 GRAVEL SURFACE <br />49 2531.604 7" CONCRETE VALLEY GUTTER <br />50 2540.602 TEMPORARY MAIL BOX CLUSTER <br />51 2540.602 INSTALL MAIL BOX SUPPORT <br />52 2563.601 TRAFFIC CONTROL <br />53 2573.501 STABILIZED CONSTRUCTION ENTRANCE <br />I 54 2573.502 STORM DRAIN INLET PROTECTION <br />55 2573.503 SEDIMENT CONTROL LOG TYPE STRAW <br />56 2573.503 SILT FENCE, TYPE MS <br />57 2574.507 TOPSOIL (LV) <br />58 2575.501 TURF ESTABLISHMENT <br />59 2575.504 ROLLED EROSION PREVENTION CATEGORY 20 <br />60 2575.602 LANDSCAPE RESTORATION <br />BASE CONSTRUCTION TOTAL <br />1- <br />0 o <br />o z <br />2 <br />O <br />Z <br />E <br />0) <br />COMPLETED TO DATE <br />COMPLETED THIS PERIOD <br />1- <br />z <br />7 <br />0 <br />a <br />a <br />U <br />a <br />O <br />Extended Total <br />(0 <br />0 <br />Extended Total <br />(0 <br />0 <br />() <br />a` <br />C <br />E (0 <br />N <br />u d <br />69 <br />N <br />n <br />V <br />CO <br />0 <br />(9 <br />of <br />u3 <br />N <br />64 <br />Coa <br />69 <br />M <br />69 C9 69 <br />c <br />7 <br />a - - <br />(y( J J <br />(9 <br />Item Description <br />C G <br />N l� <br />0 0 <br />N N <br />0 0 <br />d d <br />CD N <br />▪ N _) <br />• ID <br />w w O <br />0 0 r <br />w w <br />Cr Cr z <br />7 7 <br />UUW <br />DcC <br />Z n n U <br />w w LJ <br />w 000 <br />0 <br />I- a a Z <br />z z 6: <br />a a <br />0 0 0 0 <br />1— <br />ZO <br />CI <br />c <br />N M M <br />0 0 O <br />M (f) (O <br />(O (L) 10 <br />0 O 0 <br />N (n <br />N N N <br />O <br />E <br />m <br />GRAND TOTAL <br />LID <br />O <br />nj <br />(n <br />of <br />69 <br />03 <br />cri <br />0) <br />N <br />69 <br />R <br />Lri <br />rf <br />0.)) <br />69 <br />69 <br />(h <br />M <br />co <br />Total Funds <br />Pay Estimate Page 3 of 3 <br />