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N
<br /> CONTRACTOR R n Cantracling.Inc. Brown 6 0916 Inc. Valle PS n Inc. S.R.Weldem>< Arcon Coresl Co. Inc.. o
<br /> Item Item as tlon Unit Quantity Unit Price Amount Unit Price Amount UnilPrlce Amount Unit Price Amount UnllPrlc4 Amount w
<br /> 2021.501 Item aallorr LS i 525 000.00 S 25 004OD 52.86000 $2 65000 $15 500.00 $15 500.00 00400 $33 OOa00 $34,500.00 $34 SMAG 4
<br /> 2104.501 Remove Cone Ourb H Gutter LF 565] 52.00 $11,305-00 1225 S12 719 25 52.25 $12 719.15 SL56 38 816b6 52.00 $113D&W
<br /> <1B'Ola. LF 1612 4500 SB OB0.O0 1525 f8 46300 $6.20 $9 994.40 51.00 511 184.00 se.50 $13.702.00 F,
<br /> 2104.501 Remove 1." Storm Sewer P
<br /> 1104.503 Remove Concrete Pavement MI SY 755 $6.50 $4801.50 58.00 5.6 040.00 SS_45 $4114.75 I7.B0 55964.50 56.00 S 53dOD 'CO
<br /> 2104 505 Remove Mminous Pavement(Incl. Sy 9503 41.50 S14 254.50 51.57 $14919.71 SO-B9 SB 457.67 $1.40 $13 304.20 $1.07 110 168.21
<br /> 2104.509 Remove Fsislln Cmb Boxes fJl 16 f35.OD 55MOD SI05,00 S16noo 525.30 S420.8G 560.00 $96400 56250 St OD0.
<br /> 2104.509 Remove EAd n Otob B xe EA 17 $?7500 S4_675.00 S280:OG S4 76000 $140.00 52,390.0D $II&OD 97500 5156.25 $2,656-25
<br /> It04.509 Remove E1ds11 Manhole FA 7 $275.00 $1 925.00 5280.00 St WMDO $140.00 5380.00 573400 11 61000 $187.50 S1 3t2.5D CO
<br /> ?tOq.511 Sawing Corraele Pavement LF 560 $4.00 _$2.24400-_33.50 __ 51_980.00 $4.65 $2716.00 $3.70 52,072.0D 3475 S?660.00
<br /> 2104.513 Sawin B mcf e e Pavt ement-.^ _. ___._..._ - 535 �S3.OD 51,605 OD__$2.00 __31,070-DO 52.30 $1,230.50 aw 51 123.50 $3.50 51,872-50
<br />r~.�
<br /> 2104521 Satva a ExlsUn M --___ 3 $25400_ $75400__ SfiWOD_ _$1 BDMDO 327400 $810.00 5350.00 $1 060.00 112500 1375M ao
<br /> 2104.571 Satre eExlstl Co rSen+ice LF 571 $400 $2,26400 $1050 *55,995.SO $1.65 5942.15 $2.35 $1341.85 SZ50 $14?7.50 0'
<br /> 1104.5?3 Sa a ExIsD GV and Banc EA 3 $5400 3150.00 5525.00 SI 5755.00 31151W $495.00 528000 $84000 510000 5300.00 00
<br /> 1104 5?3 SnNa a E>da11 GV Bar O EA 6 $3000 $180.00 $15500 $930.00 $95.00 5510.00 $t 20 00 $720.00 550.00 5300.00
<br /> cY 7828 $350 $27,398.00 58:38 YS49,942.64 S&35 549 707.80 $5.30 143 054.00 $7.63 $58.727.64
<br /> 2105525 To sob BGOW L CY 541 $7.00 $3 787.00 38.00 54 328.00 19.45 $5112.45 39.45 55112.45 $8.00
<br /> ?fOb.509 GeotertlleFaleicT V SY 13810 $1.00 S13810.00 3490 $12429W 11.]4 SI8505.40 I .40 f1B334.00 Sl_00 St381000
<br /> 2115501 Test STA 213 Stl00 5280.00 115.00 $435.00 565.00 $1865.00 35.25 (152.25 (100.00 521300.00
<br /> 211?.501 Su radePie ation STA 29 5115:00 $362ADO 311400 $3,180.00 $250.00 $7250-00 $42000 51218000 $15000 5435000
<br /> ??11.501 A r Base lass 3rd TON 8820 $9.50 S8379MOD $1.96 $70207.20 57.95 570119.00 59.10 58076200 $fl SO $7497000
<br /> = 1211.507 re ate Base Glass 5 100%Clashed Guar Rock) TON 3790 $920 534 e6B�00 $645 S32 025.50 58.45 $32.025.50 5935 136 43650 $865
<br /> 783.50
<br /> 2301501 8'CancrelePavement Earl Slren Sy 150 $3800 _ 55,700.00 140.00 56000.00 536.75 3551250 $3675 5551250 $39.00 SS 850.00
<br /> '0 1331.508 1 1/2'T e 41A&Tvadnous Wear
<br /> TON 185 531.35 324 609 75 SIJ,81 $21,877.95 527.00 521 195.00 $24.80 $19546.50 526.60 120881.00 y
<br /> v TON 1050 (27 25 $28,611.50 S?5OB 126 334.00 524.35 $2 567.50 521.49 $22 41000 524.60 525830.00 in
<br /> D c� 1731314 2'T 318 Bilumh=S Base
<br /> a, C 2357 502 Bbumlrrous Tack Mate+iel GAL 466 $t_75 $8155.50 SL54 '$717.69 51.80 SB3&80 51.10 5978.60 31.35 $722.30
<br /> � .
<br /> 2502 521 PE Pertaraled Grain Tile LF 5069 51400 550,69000 56.85 S44 860.65 55.30 $28865.70 54.40 122303.60 5613 $31,072.97 y
<br /> to y 1502.601 nett Orom Tile loCalch Badn EA 14 SI0000 51 40000 510500 S1 47400 1150.00 $2 10000 523000 $7?20.00 58250 3875.00
<br />to
<br /> o ?503.511 11'RCP CL V LF 167 $24.00 S4 WBL W S30.O5 SS 018.35 $24.40 $4 014.80 S3L 10 $5,193.10 527.99 $4,674.33
<br /> a 2507.511 IS'RCP CL V _ LF 829 - MOO S20 725 DO 532.15 S?6 652.35 527.65 $22,921.65 $31.15 $25,823.35 $7114 $21,338-46
<br /> I50G.St1 18'RCP CLV - LF 498 51600 $12,946.00 $34.05_516956.90 531.75 $15811.50 531,60 51573680 $28.10 $13993.80
<br /> Z ?509.602 Connect to Elastin 1M1talermain _EA 5 _$1,45000 f7 250.00 578&00_ S3.940.00 51.090.00 $5.450.06 Sl 154UD S5.15000 141250 $2062.50
<br /> o EA 4 S1 19000_$4,76MM S1,MO _ 55072.00 $1,530.00 58110.00 51740.1]0 $8960.00 1138250 55450.00
<br /> 504.W211Ydranl -. __.--__ _ - -- -
<br /> 504602 d'uslGVBmc EA 9 S145.00 51305 DO 515600 51404,00 $t65A0 11485,03 5130.00 $1170.00 $15000 $13
<br /> g 501.602 Curb Stop.Boor and Cap FA t6 5210.00 S3,360.130 S72-00 $1 152-OD 5124.00 $1.91101.00 355.00 SBWOO S114D0 S1.760.00
<br /> Q 504,602 aced End Cou I __.-,.-_ _EA 16 _$50.00 1800.00 $30.00 _. $460.00 544.40 $107.20 570.00 $1.120.00 SIC�25 176000
<br /> 504.602 econneq Epslln Service to New Main urdude Cw ration EA 21 S 175.00 $3.675.00 $368.00 S7 728.00 7;380.00 17,960.00 $390.00 $8 19000 $44.25
<br /> $929?S
<br /> 504.602 6 GV and Box CA 5 SQ0.00 S2,000.00 5575.00 S2,875.00 5420.00 $2.100-00 $390.00 $1 95000 5621.00 $]105.00
<br /> i1c,oppgr GV and Sax EA 5 $510.00 $2 550.00 $715.00 S]575.00 $575.00 SZ BJ5-00 $540.00 S2 70000 $794.00 S]970.00
<br /> GV 8 Bax EA 3 3660,00 11980.00 1935.00 32 805.00 1885.00 S2 655.00 1800.00 S2 400 W 51079.00 S3 237.00 Clile iron Fltll s 1304
<br /> $1.00 S$,3D9.00 S3.00 $3 912.00 3670 $11 344.BD 53160.00 34.60 S5 898 40
<br /> rmed Es.Pi [o MH EA 5 3350.00 $1,J50.Oo 5460.00 S2 30000 $460.00 S1 30400 326MOO S1 30O.OD 5408.25 $2.031.25
<br /> Move H Reinsta0 rinlder 5 lem LF 10D 510.00 %1,000.00 $2500 S1 500.00 518.50 $1,85400 11.80 5790.110 34.75 5413.00
<br />0 Servko Pipe LF 688 519.00 $13072.00 S12.90 311815.10 $15.65 S10,761-20 519.55 $t]450.40 S1T.00 511898.00 W
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