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W7DSE7H SMITH NOLTING T.IBULATION OF B/DS
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<br /> �NONE 21H29-5117 CLIENT CI �quo
<br /> ry of� t I.akn DATE:ho��ry 2i,2050
<br /> �ROJEC7 IVO:130E0072 TIME:]0:00 am
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<br /> �TCM S�LC CONTMCT UMT UMT UMT Ulil'f I)N17' VMT UIIIi UNIT
<br /> NO NO IS[MDLSCIIRiION UANiRY UNR lIIICL AMOUIVT ��ICL AMOUM MICE AMOUNi HUC[ AMOUNT �RICt AMOUXi )qCE AMOUNT ►tlfE AMOUNT ►IIICC AMOUNT
<br /> 1 2021501 MOBILIZATION 1 LUMPSUM 5700,00000 f100,00000 580,00000 fe0,00000 SE9,28600 SE9,28600 575,00000 575,00000 5733,00000 5733,00000 5125,00000 5125,00000 j72,sE235 572.E8235 52�8,93767 52�8.93767
<br /> 2 2101 505 CLPARING 103 ACRE 55,000 00 3z0,150 00 52,100 00 SE,183 00 j5,000 00 S2(1,150 00 SI.000 00 576,120 00 58,000 00 521,1E0 00 S5,Dp0 00 523,374 00 55,000 00 520,150 00 56,000 0p 524,180 00
<br /> 3 2101505 GRUBBMG 103 ACRE 55.00000 520,15000 52.10000 jE,16300 55,00000 f20,15000 34.00000 518.12000 58,00000 524,1a(100 f{,80000 f1L,53E00 54.00000 516.12000 f5,00000 520,15000
<br /> 4 2101502 REMOVE MANHOLE(SANITARY) 8 EACH fE50 00 55,100 00 5300 00 S1,D00 00 5150 00 5900 00 f 1,000 00 58.000 00 5250 00 51,500 00 3750 00 SI,500 00 SSt4 90 f3,50fl 40 51.350 00 Sa,100 00
<br /> 5 2104 502 RQMOVE DRAUTAGE STRUC7l1RE 2 EACH 5800 00 51.200 00 5300 00 5600 00 5150 00 5300 00 57.000 00 22,000 00 5250 00 5500 00 5750 00 51.500 00 5616 09 51,692 1E S1,700 00 52,200 00
<br /> 6 21a 50: REMOVE GATE VALVE AND BOX 9 EACH 5350 00 53,150 00 5200 00 S1,E00 00 S25 00 5225 00 5200 W 27.D00 00 5200 00 S1,E00 00 5500 00 y/.500 00 3174 13 51,567 17 f750 00 56,750 00
<br /> 7 210I 502 REMOVE HYDRANT 1 EACH 5900 00 53,800 00 5200 00 SE00 00 5100 00 y100 00 5500 00 52,000 00 5300 00 51,200 00 5500 00 f2.000 00 5391 EO 31.587 20 5750 00 53,000 00
<br /> E 2101502 REMOVE MAILBOX 35 EACH 5100 00 53,500 00 f80 pp S2,700 00 f51 00 f 7,7t5 00 S40 00 57.100 00 S25 00 5675 00 S75 00 52.825 00 S25 00 fE75 00 f60 00 32,100 00
<br /> 9 2104 502 SALVAGE HYDRANT 1 EACH 52.000 00 52.000 00 SI00 00 yt00 00 52,000 00 52.000 00 52.500 00 52.500 00 f1,200 00 51.200 00 5500 00 f500 00 51.567 16 51.567 1E 51.450 00 j1,�50 00
<br /> 10 2101503 SAWING CONCRETE PAVEMENT FULL DEPTN 172 LIN F7 f8 00 51,378 00 i8 00 f1,032 00 yt 00 f6E8 00 510 00 51.720 00 j4 00 S6Ea pp jg pp 51,032 00 S4 75 5817 00 SB pp {1.032 00
<br /> 11 2101503 SAWQJG BITUMINOUS�AVEM1tENT(FULL DEPTH) 956 LIN FC S3 75 S3,5E5 00 Sz 50 32.390 00 S4 00 $3,62100 ib 00 f5,738 00 S3 00 S2,E88 00 SZ`,�0 SZ.3G0 00 51 E5 51.768 80 y100 s3,62{00
<br /> 12 210a 503 REMO VE WATF1t MARJ 3355 [..¢.F[ S8 00 S26.E10 00 52 00 56.710 00 f 1 00 53,355 00 S75 00 550.325 00 S5 00 578.775 00 S10 00 533.550 00 51 10 f4.8B7 00 S13 00 S43,B15 00
<br /> 13 210�503 REMOVE WATER SERVICE 835 LQJ FC $4 Op 52,540 00 51 00 5835 00 51 00 3635 00 S15 00 t9,525 00 S7 00 5835 pp S10 00 56,350 00 5217 51.58E 45 St7 00 570,795 00
<br /> 1� 2101503 REMOVE SANIiARY SEWER SERVICE 652 LAi Ff j$pp t3,2Ep pp tt pp 5852 pp Si 00 5652 00 515 00 fG,7E0 00 57 00 5852 00 510 00 SE,520 00 52 40 S1.SW 80 513 00 fE,476 00
<br /> I S 2101503 REMO VE SEWER PIPE(STORM 81 LQJ FT =20 00 57.220 00 316 00 5978 00 SS 00 $305 00 220 00 51.220 00 S75 00 5915 00 S15 00 5915 00 316 94 51.033 34 f25 00 57,525 00
<br /> 16 2101503 REMOVE SEWER PIPE(SANITARY 1528 CIN FC S10 00 515,2E0 00 51 00 51,526 00 51 00 57.528 00 315 00 S22.D20 00 S1 00 51,52L 00 S70 00 515,2L0 00 5�03 51.573 M 51�00 f21,392 00
<br /> 17 210I 503 REMOVE CLTRB AND GU77ER 238 LQJ FT S4 00 S9/4 00 SS 00 51.1�0 00 S3 00 5706 00 510 00 52,360 00 f5 p0 51,1L0 00 210 00 52.360 00 S9 43 52.22518 S8 50 52,008 00
<br /> I S 2101503 REMOVE CIJRB 75 LW FT y/00 5300 00 SS 00 5375 00 S3 00 5225 00 S70 00 5750 00 S4 00 f300 00 S15 00 57.125 00 51101 51.050 75 S7 50 5582 50
<br /> 19 210�503 REMOVE CONCRE7E RETAIMNG WALL 122 LR7 FT S30 00 S3,8g0 0p S5 00 5610 00 S10 00 57,220 00 515 00 S7.E30 00 S10 00 51.220 00 S20 00 52.4t0 00 S19 27 52.350 94 f45 00 55,490 00
<br /> 20 210a 503 REMOVE WOOD RETAINING W ALL 11 LIN F7 S75 00 51.050 00 S20 00 S2E0 00 S25 00 5350 00 S50 00 5700 00 f25 00 5350 00 S40 00 5560 00 S86 11 5925 51 S75 00 51.050 00
<br /> 21 2101503 SALVAGE RETAINMG WALL 22 LIN FT t65 00 S1.a70 00 S10 00 5220 00 S25 00 5550 00 5700 00 52.200 00 f85 00 51,.130 00 5700 00 52,200 00 yt1 66 5918 52 5100 00 52.200 00
<br /> 22 2104 501 REMOVe CONCRE7E PAVEMENT 2�0 S YD S15 00 53,600 00 S7 00 21.6E0 00 SS 00 51.200 00 S10 00 52,400 00 S4 DO 5960 00 SE 00 57.920 00 210 61 52,801 EO S7 00 S1.6E0 00
<br /> 23 2104 504 REMOVE BINMINOUS PAVEMEN7 1870E YD f4 00 572,432 00 S2 5D SI5,270 00 S3 55 564,263 40 53 00 551,32100 yl 00 572,132 00 S2 50 SI5,270 00 53 M 562,291 52 SZ 00 538.218 00
<br /> 24 210a 51 b 1tEMOVE CONCRETE WALK 622 S FT 52 50 51.555 00 S2 00 51.214 00 f 7 00 f622 00 SS 00 53,110 00 $2 00 f1,214 00 SS 00 53,110 00 510 13 58,300 D6 53 25 52,021 50
<br /> 25 TEMPORARY POSTAL SERVICE i LUMP SUM $1,000 00 51.000 00 51.290 00 51.200 00 f5,000 00 55.000 00 51.200 00 57.200 00 f3,000 00 33,000 00 51,500 00 57.500 00 57.000 00 57.000 00 i8.5pp pp fd,$pp pp
<br /> 26 2101601 REMOVE MISCELLANEOUS STRUC'I'URES OOD STEPS t LUMP SUM 51.000 00 51.000 00 SZ`.�0�0 5250 00 5500 00 5500 00 51.000 00 57.000 00 SE,iO 00 jE50 00 f1,000 00 f 7,000 00 5925 57 5715 57 51.000 00 57.000 00
<br /> 27 2104 602 SALVAGE SIGN SPECIAL(911) f 9 EACH f50 00 f050 OU 512 00 SZZE 00 S70 20 S1fl3 80 530 00 5570 00 S25 00 5�75 00 520 00 33E0 00 525 00 5/75 00 =30 00 5570 00
<br /> 28 2104 602 SALVAGE SIGN 27 EACH 5700 00 52.700 00 5150 00 54.050 00 f112 DO 53,855 80 575 00 22.025 00 560 00 51,620 00 5150 00 S�.O50 00 525 00 5675 00 f35 00 Sfl45 00
<br /> 29 2105 507 COMMON EXCAVATION P) 6172 CU YD S20 00 5183.lA0 00 520 00 5183.M0 00 S12 00 596,06�00 S6 00 585.376 00 S13 00 3106.236 00 S25 00 5204,300 00 527 89 5177.250 8E S12 75 5101,193 00
<br /> 30 2105 507 CfiANNEL AND POND EXCAVATION P 5E00 N YD 515 00 567,000 00 515 00 fE7,000 00 S72 00 S6fl,C00 00 St 00 y/8,l00 00 S73 00 575,400 00 f15 00 SL7,000 00 518 73 597,034 00 S14 00 fE1,200 00
<br /> 31 2116 509 AGGREGATE SIJRFACMG,CLASS 5 155 TON ylp 00 36,200 00 S20 00 53,100 00 52010 53,182 00 530 00 SIA50 00 f17 00 52.635 00 S25 00 53.675 00 527 58 y/,278�5 520 00 53,100 00
<br /> 32 2123 51 COMMON LABORERS 24 HOUR 5100 00 52,400 00 5120 00 52,Ea0 00 565 00 57,580 00 S75 00 f 1.L00 00 S85 00 52.040 00 5100 00 52.�00 00 59E E2 52.368 LE S85 00 51.560 00
<br /> 33 21?3 61 SKID LOADER 21 HOUR 5150 00 53.800 00 5135 00 53,210 00 5700 00 SZ,�00 0� 5100 00 52,100 00 5120 00 $2,8Ep p0 5130 00 53,120 00 5265 61 56,379 4/ f 750 00 53,800 00
<br /> 31 212361 STREE'CSWEEP¢R WITHPICKUPBROOM 70 HOUR f15000 510,50000 515000 510,50000 512500 58,75000 5100DO 57,00000 f10000 57,00000 572000 tL,�0000 525225 577,65750 512500 SE,75000
<br /> 35 221 I 507 AGGREGATE BASE(CV)CLASS 5 (P) 3767 CU YD S35 pp 5110,615 00 52E 00 SE8,878 00 532 84 5103,370 60 530 00 595.010 00 S1E 00 S$7,008 00 538 Op 5114,072 00 529 Ei f9�.10E 27 S32 00 5101,34100
<br /> 36 2360 509 IYPE SP9 5 WEARING COURSE MIXTURE 2,C) 1080 TON {t0 00 5321,E00 00 S80 00 5321,E00 00 S78 03 5318,Etl1 EO SE2 00 5332,fl20 00 S77 00 5312,82q 00 S68 00 5319.1E0 00 576 50 5310,590 00 S78 50 f310,590 00
<br /> 37 250I502 36^RC�IPeMRO�(DESIGN3100G) 1 EACH 52.00000 52,00000 52.00000 52,00000 51,75911 51,75917 52,50000 SZ,50000 33,20000 53,20000 51.50000 57,50000 53,58603 53,5E603 51.59300 51,59300
<br /> 38 2503 503 I:"RC PIPE SEWER DESIGN 3006 CLASS V 923 LIN Fi S50 00 546,150 00 t{4 25 $40,612 75 S11 84 536,{33 72 S40 00 $36,fl20 00 S65 00 f59,B95 00 S50 00 548,150 00 $BB 30 581,14/90 5130 80 5120,543 EO
<br /> 39 .'S03 503 I S"RC PIPE SEWF.R DESIGN 3006 CLASS v 322 LRJ F[ f60 0p 579,320 00 S57 75 S1 E,595 50 S48 77 515,059 fl4 545 00 51�,4D0 00 S70 00 522,540 00 S55 00 517.710 00 571 61 s23,122 82 5140 75 y15,321 50
<br /> 40 2503 507 Ii'RC PIfE SEWER DESIGN 3006 CLASS IV 390 LM FC f70 00 527,300 00 S61 50 S23,D65 00 S52 87 520,595 90 S60 00 523.100 00 SLO 00 $31,200 00 f57 00 522,230 00 S15 E6 529,593 20 5117 35 515.766 50
<br /> 41 2503 503 21"RC PIPE SEWER DFSIGN 3006 CLASS IV 85 LIN FT jE0 00 {5,2p0 00 fyt pp S/,t8p 0p j59 05 53,83E 25 575 00 f1,075 00 f0.5 00 55,525 00 583 00 S4,OB5 00 S92 94 56,617 10 5120 10 S7,EOe 50
<br /> 42 2503 503 27"RC PIPE SEN'ER DESIGN 3006 CLASS Iv 275 LM F1' SES 00 523,375 00 S93 50 525,712 50 585 53 523,520 75 59U 00 521.750 00 5170 00 530,250 00 586 00 524,200 00 5135 56 f37,279 00 5148 90 S{0,fl47 50
<br /> 43 2503 503 33"RC PIPE SEWER DESIGN 3006 CLASS I V 978 LM F7 f700 00 597,D00 00 5120 00 5717,380 00 f116 70 5111,132 60 5730 00 5127.110 00 5130 00 5127.140 00 5115 00 5112,170 00 5175 35 5171,192 30 5765 40 5781,761 20
<br /> M 2503503 36"RCPIPESEWERDESIGN3006CLASSN E61 LQJFT 512500 5107,82500 573000 5111.93000 512910 5717,15510 S1E000 5754,96000 514000 5120,54000 513500 5116,23500 576971 5163,36874 f178211 2153.43020
<br /> 45 - MSULATION(1'XE7C2"iHICK(STORM) 1 $ YD j100 00 j/00 Op fEp pp S32p pp f25 70 5702 M 525 00 5700 00 S16 00 584 00 S35 00 5110 00 59G 4l s397 78 S55 00 j220 00
<br /> �6 2503 603 CLF�W AND VIDEO 7APE PIPE SEWER-MAINLINe 1565 LIN}T f2 50 53,962 50 51 50 52.377 50 SZ 32 53,677 20 52 00 53.170 00 S2 50 f3,962 50 32 00 53,170 00 S7 20 51.902 00 S2 00 f3,170 00
<br /> 17 2501601 TRACING WIRE SYSTEM(WATERMNN&WATER SERVICES 1 00 LUMP SUM 57,500 00 57.500 00 51 00 S1 00 57.408 65 57.409 65 55.000 00 55,000 00 5�00 00 SEW 00 57.500 00 57.500 00 56,590 07 58,590 07 514,037 00 514,037 00
<br /> b 2501607 TRACER WIRE SYSTEM(SANITARY SEWER&SEWER SERV 1 00 W MP SUM f5,000 00 s5,000 00 S1 00 S1 00 55,009 02 55,009 02 55.000 00 55,000 00 $�00 00 j400 00 jS.pOp 00 S5.ppp pp 53,178 43 53,17a 43 j6,9Q0 00 56,90p p0
<br /> 19 2506 502 ADNST FRAME AND RQJG CASTING t EACH f1,500 00 51.500 00 y100 00 y100 00 5637 53 5837 53 51.500 00 51.500 p0 5900 00 5900 00 5350 00 5350 00 5469 47 s48917 5�50 00 5750 00
<br /> 50 2506 503 CONSTRUC'f DRA¢iAGE STRUCTURE DESIGN SD-4a 76 20 LIN Ff Sl50 0p 535.1 W 00 5512 00 540,03E 40 3576 77 545,103 41 5350 00 527,370 00 55�0 00 542,22L 00 5450 00 535.190 00 f835 21 519,673 42 5542 00 542,36t 40
<br /> 51 2506.503 CONSTRUCT DRAAIAGE SiRUCfURE DESIGN 1E�1020 53 10 LIN Fl y100 00 521,240 00 5345 00 S1E.319 50 S40E 19 S21,D71 E9 5350 00 S1L,565 00 5350 00 51E,565 00 Sl00 00 521,210 00 553t 70 #6.804 97 5365 00 519,361 50
<br /> 57 2506 503 CONSTRUCT DRAINAGE STRUCIURE DESIGN 60-0/(120 61 02 LQJ FL 5550 00 533.561 00 ytpp 00 S21,IOE 00 5534 74 532,629 63 5500 00 530,510 00 f190 00 f28,699 a0 5550 00 533.5C1 00 5817 03 539,481 77 5497 00 530.328 G1
<br /> 53 2506 503 CONSTRUC'I DRAINAGE STR[1CiURE DESIGN 72-�020 7 92 LA7 F7' SBSp pp f6.71a 00 5830 00 y1,969 60 j971 37 f7,693 25 f6W 00 56,732 00 5730 00 f5,781 80 f9p0 00 57.12L 00 51,013 11 SE,023 63 SEE7 00 57,025 01
<br /> 54 2506602 CA57A1GASSEMBLY STORM 31 EACH SE0000 =21,L0000 596500 529,91500 f1,39971 543,39101 51,40000 543,40000 51.00000 53i,00000 57,00000 531,00000 31.4E219 545,91769 51.56500 yM,51500
<br /> 55 2511 501 GEOTEXTILE FILiER 7'YPE N 250 S YD j3 5p j875 00 S7 00 2250 00 53 10 f775 00 510 00 52,500 00 f5 Op 51,250 00 S2 00 Z500 00 5183 51,207 50 53 75 f937 50
<br /> 56 251 I 507 RANDOM RIPRAP CUSS I V 145 CU YD S75 00 510,875 00 5100 00 5/1.500 00 5100 00 j14,500 00 f60 00 511.60D 00 5710 00 515.950 00 5100 00 514,500 00 5120 55 f 17,479 75 5755 00 222,175 00
<br /> 57 2521 516 4"CONCREI'E WALK 1D1E8 S FT S8 00 S70fl.126 00 SS ES 5108.399 E0 55 75 5104.SE1 00 S8 00 5109.12s 00 f8 20 5112.765 60 S8 00 5709.12L 00 511 26 5204.796 6E S5 25 595.187 00
<br /> SE 2521 516 CONCRE7E PA VERS 4862 Ff S12 00 559,5�100 S8 00 S11,85t 00 59 96 549.520 76 510 00 547,620 00 Sfl 00 544,858 00 S7 7 00 551,582 00 514 03 589,618 EB 59 00 yN,65E 00
<br /> 59 2531 501 CONCRETE MEDIAN 29 S Ff S25 00 j725 00 S21 00 5809 00 S30 40 5661 60 S21 00 5809 00 S20 00 5580 00 525 00 5725 00 MO 28 SSdE 12 525 00 5725 00
<br /> 60 2511 501 CONCRETE C[1RB AND GUiTER DESIGN 661E 1119 LQv FI' S20 00 Sd2,flD0 00 51E�5 f78,519 05 S78 35 576,134 15 S20 00 S62 960 00 S78 00 57{.682 00 520 00 582,9�0 00 517 50 572.807 50 518 00 574,662 00
<br /> 67 2531 503 SURMOI,TJTABLE CONCRETE CURB AND GUi7ER 41�5 I.Q:FI' S20 00 SE2,900 00 S1E 00 571,610 00 S17 64 573.&18 EO S79 00 S7E,755 00 S17 00 570,465 00 519 50 St0.E27 50 S77 00 570,485 00 S77 50 572.537 50
<br /> 6: 2531507 6"CONCREI'EDRIVEWAYPAVEMENT 34E S YD 57000 524,36000 38200 527.57800 56212 521,81778 55800 519,4LE00 55600 520,18400 SBSOp j22,82q00 51078E 537,47281 55800 f20,7y/pp
<br /> 63 253150'7 8"CONCAETEDRIVEWAYPAVEMEhT 281 S YD SE000 520,88000 57100 578,53100 57130 S1a,80830 58500 516,90.500 56800 517,71d00 57500 518,57500 513366 53.t,6E528 58700 517.18700
<br /> 64 2531 604 i"CONCRETE VALLEY GUTTER 84 5 YD 5120 00 570,OE0 00 S60 00 56,720 00 S�t 50 58.648 00 575 00 58.300 00 575 00 56,300 00 S90 00 57,560 00 f75 00 56,300 00 S60 00 f8.720 00
<br /> 65 2531 61!TRiJNCATED D04fES 252 S FI' S50 00 512,800 00 512 00 510,564 00 541 EO 570,533 80 S40 00 570.080 00 540 00 510,080 00 545 00 511,310 00 S40 00 510,Od0 00 S12 00 510,56�00
<br /> 66 2540 602 WOOD STAIRWAY 1 EACH 52,000 00 52.000 00 52.000 00 52.000 00 SE00 00 SE00 00 53,000 00 53,000 00 57,500 00 57.500 00 52.000 00 SZ.WO 00 51,250 00 51.250 00 52,000 00 SZ.WO 00
<br /> 67 2540 602 MAIL BOX SUPPORT 31 EACH 5350 00 571.900 00 f115 00 S3,B10 00 5702 00 53,IBE 00 5100 00 53,400 00 595 00 53,230 00 5150 00 55,100 00 S95 00 53,230 00 f125 00 51,25D 00
<br /> 6E 25r0 603 AISTALL RETAINING WALL 20 LA1 FC 5150 00 53.000 00 S40 00 $�00 00 5355 00 57.100 00 SZ00�0 SI,000 00 5100 00 SZ.000 00 5300 00 SB,000 00 tl7 e6 3633 20 5300 00 56,000 00
<br /> 69 25a5 502 LIGH7[NG UNR 7YPE SPECIAL 12 EACH f3,000 00 536,000 00 56,202 00 571.42100 58,543 OS 578,518 60 SB,I15 00 576,9E0 00 56,000 00 572,000 00 57,500 00 500.�00 00 55,907 00 570,LM 00 56,000 00 572.000 00
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