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roJect Name: 2010 Miscallaneous Storm 6 Sanitary Sewer Improvamant ProJect
<br /> Engineers Estlmata Ban 8 Roblson Burdlck Plumbing 6
<br /> roJect Number: 10.09 Sewer 3 ExcavaGng,Inc. Heatlng Co.,Inc.
<br /> 2332 N.Woodford Streat 728 South Main Street
<br /> CHy Engineering Divislon Decatur,Illlnola 62526 Decatur,Illlnols 62521
<br /> id Date: Wednesday,May 5,2070
<br /> Phone:217-4242636 Phone: 217-429-2185
<br /> Ime: 10:00 A.M. Emall: barrexcavaGng� EmNI: jeff�
<br /> comcast.net burdlckplumbing.aom
<br /> und: Sewer Capkal and Capkal Streeb-Storm Sewer
<br /> Jim Ban Jeff Burdlck
<br /> rganization Code: 79487906 and 45484576
<br /> bjectCode: 489030 and 489040 �
<br /> k� Pay Item pTY UnR Unit PAee Tohl Unk Prke Tobl Unit Prlae T I
<br /> Numbx
<br /> 20800150 RENCH BACKFILL i, CU YD $42.00 563,000. 536.00 $54,000. $40.00 $6 ,000.0
<br /> 25000100 EEDING,CLASS 1 1 ACRE $5,000.00 55,000. 53,500.00 33,500. $4,500.00 $ ,500.0
<br /> 21400100 RADING AND SHAPING DITCHES FOOT $10.00 34,000. $5.00 $2,000. $70.00 ,000.0
<br /> 25100105 ULCH,METHOD 1 1 ACRE $2,200.00 $2,200. $1,055.00 $1,055. $2,500.00 $ ,500.
<br /> 25100630 ROSION CONTROL BLANKET SQ YD $10.00 5500. $4.00 SZbO. $5.00 $250.
<br /> 25200100 ODDING S�YD $2p.pp a1,000. $40.00 $2,000. $25.00 $ ,250.
<br /> 28000510 NLET PROTECTION EACH $775.00 5700. $125.00 $500. $250.00 $ ,000.
<br /> 28000900 ENCE(EROSION CONTROL) 1 FOOT 58.00 SBOp. $15.00 $1,500. $6.00 $600.
<br /> 40800010 ITUMINOUS MATERIALS(PRIME COAT) 1 GAL $5.00 5750. $2.00 $300.0 $6.00 E900.
<br /> 40800040 NCIDENTAL BITUMINOUS SURFACING 7 TON $200.00 E15,000. $300.00 $22,500.0 $225.00 $76,875.
<br /> 42000100 ORTLAND CEMENT CONCRETE PAVEMENT,6 INCH SQ YD $75.00 E30,000. $60.00 $24,000.0 $80.00 $32,000.
<br /> 42000101 DDITIONAL DEPTH OF PAVEMENT PER 1 INCH GREATER THAN 61NCH 2 SQ YD $10.00 32.000. $10.00 $2,000.0 $10.00 $2,000.
<br /> 42300200 ORTLANDCEMENTCONCRETEDRIVEWAYPAVEMENT,6INCH 1 SQYD $110.00 $11,000. §90.00 $9,000. 5100.00 $10,000.
<br /> 42400200 ORTtAND CEMENT CONCRETE SIDEWALK,5 INCH 1 SQ FT y15.00 $1,500. E7.00 $700. $15.00 E1,500.
<br /> 44000100 AVEMENTREMOVAL SG1YD $17.00 $11,900. $15.00 $10,500. $12.00 $8,400.
<br /> 440002W RIVEWAYPAVEMENT REMOVAL SQ YD $1g.00 $3,800. $15.00 53,000. $12.00 $2,400.
<br /> 44000600 IDEWALK REMOVAL 1 S�FT $5.00 $5�. $2.00 5200. $6.00 $600.
<br /> ���� OMBINATION CONCRETE CURB AND GUTTER REMOVAL AND � FOOT $70.00 $7,000.00 $65.00 $6,500. $75.00 $7,500.
<br /> EPLACEMENT
<br /> 44273200 AW CUTS 2, FOOT $3.00 $6,000.0 $4.00 $8,000. a4.00 $8,000.
<br /> 59300100 ONTROLLED LOW-STRENGH MATERIAL CU YD $125.00 $2,500.0 $150.00 $3,000. $70.00 $1,400.
<br /> 60218300 ANHOLES,STORM,4 FT-DIAMETER,TYPE 1 FRAME,OPEN EACH $3,000.00 $12,000.0 $4,000.00 $16,000. $4,000.00 $16,000.
<br /> 60218500 ANHOLES,STORM,4 FT-DIAMETER,TYPE 3 FRAME AND GRATE EACH $3,000.00 $12,000. $4,100.00 $16,400. $4,300.00 $17,200.
<br /> 60228110 ANHOLES,SANITARV,4 FT-DIAMETER,NPE 1 FRAME,CLOSED LID 1 EACH $4,500.00 $81,000. $4,000.00 572,000. $4.000.00 $72,000.
<br /> 60228111 DDITIONAL DEPTH OF MANHOLE FOOT $250.00 $7,500. E250.00 57,500. $200.00 $6,000.
<br /> 60240220 NLETS,TYPE A,TYPE 1 FRAME AND GRATE EACH $7,700.00 $3,400. $2,400.00 54,800. $7b0.00 $ ,400.
<br /> 60235700 NLETS,TYPE A,TYPE 3 FRAME AND GRATE EACH $1,700.00 $3,400. $2,500.00 $5,000. $900.00 $ ,800.
<br /> 60238700 NLETS,TYPE B,TYPE 1,FRAME AND GRATE EACH $1,700,00 $3,400. 52,600.00 $5,200. $1,100.00 $ ,200.0
<br /> 60240220 NLETS,TYPE B,TYPE 3 FRAME AND GRATE EACH $1,700.00 $3,400. 52,700.00 $5,400. $1,300.00 $ ,600.
<br /> 67100100 OBILIZHTION 2 EACH $7,800.00 y35,000. 52,800.00 $70,000. $1,500.00 $3 ,500.
<br /> 70102620 RAFFIC CONTROL AND PROTECTION,STANDARD�01501 1 EACH $1,000.00 $18,000. 51,000.00 $18,000. $1,500.00 $2 ,000.
<br /> 70102625 RAFFIC CONTROL AND PROTECTION,STANDARD 701606 EACH $1,500.00 E4,500. y1,500.00 $4,500. $2,000.00 $ ,000.0
<br /> Z0001000 USPENSION OF WORK HOUR $350.00 $24,500. $300.00 $21,000. $350.00 $2 ,500.00
<br /> Z0018900 OWELBARS 1 EACH $20.00 $3,000. $20.00 $3,000. $10.00 $ ,500.
<br /> Z0059500 EWER,TYPE 2,6 INCH 1 FOOT $70.00 510,500. $50.00 $7,500.00 $70.00 $1 ,500.
<br /> Z0059600 EWER TYPE 2,81NCH 1 FOOT $80.00 512,000. $60.00 $9,000.0 $80.00 $14,000.
<br /> Z0059700 EWER,TYPE 2,10 INCH 1 FOOT $gp.pp $g,ppp. $75.00 $7,500.00 $85.00 $Q,500.
<br /> Z0059800 EWER,TYPE 2,12 INCH FOOT $100.00 $3,000. $90.00 $2,700.00 $90.00 $c^,700.
<br /> 20059900 EWER,TYPE 2,151NCH 1 FOOT $110.00 $1,100. $105.00 $1,050.0 $100.00 $1,000.
<br /> Z0059925 EWER,TYPE 2,181NCH 1 FOOT $120,00 $1,200. $125.00 $1,250.0 $125.00 $1,250.
<br /> 20059950 EWER,TYPE 2,241NCH 1 FOOT $130.00 $1,300. $150.00 $1,500. $150.00 $1,500.
<br /> Z0060900 EWER,TYPE 3,61NCH FOOT a75.00 $1,500. $50.00 $1,000.00 $75.00 $1,500.
<br /> Z0061000 EWER,TYPE 3,8 INCH 1 FOOT $80.00 $8,000. $60.00 $6,000. $85.00 $8,500.
<br /> Z0061100 EWER,TYPE 3,101NCH FOOT $90.00 $2,7b0. $75.00 $2,250. $95.00 $2,850.
<br /> Z0067200 EWER,TYPE 3,12 INCH FOOT $100.00 $6,000. $90.00 $5,400. $115.00 $6,900.
<br /> Z0061500 EWER,TYPE 3,151NCH 1 FOOT $120.00 $12,000. $105.00 $10,500. $130.00 E13,000.
<br /> Z0061600 EWER,TYPE 3,18 INCH FOOT $130.00 $5,200. $125.00 $5,000. $150.00 $6,000.
<br /> 20061700 EWER,TVPE 3,241NCH 1 FOOT $140.00 $1.400. $150.00 $1,500. $170.00 $1,700.
<br /> Z�� LTERATIONS,CANCELLATIONS,EXTENSIONS,DEDUCTIONS,AND � Eq�H $80,000.00 $80,000. 580,000.00 580,000. 580,000.00 $80,000.
<br /> XTRA WORK
<br /> Z0064600 ELECTIVE CLEARING 0. ACRE $4,000.00 $800. $5,000.00 51,000. 54,000.00 $800.
<br /> XX000541 XPLORATORY EXCAVATION 1 EACH $1,200.00 $18,000. $500.00 37,500. L1,000.00 $15,000.
<br /> XX000557 TABILIZED CONSTRUCTION ENTRANCE(EINCH) 2 S�YD $20.00 $400. $60.00 31,200. 5200.00 ,000.00
<br /> XX003424 ONNECTTO EXISTING STRUCTURE 1 EACH $2,500.00 $25,000. $7,500.00 $15,000. 32,100.00 $2 ,000.00
<br /> XX005486 ONNECT TO EXISTING PIPE EACH $300.00 $9,000. E500.00 515,000. $250.00 $ ,500.00
<br /> XX004209 ANITARYSERVICECONNECTION EACH $600.00 512,�0. $500.00 510,000. $500.00 $7 ,000.00
<br /> XX005719 FILLINGEXISTINGSANITARYSEWER<151NCH 1 FOOT $40.00 E4,000. $20.00 E2,000. $50.00 $ ,000.00
<br /> OTAL BIDS(AS CORRECTED) �614,350. E597,105. $60 ,575.00
<br /> ercent Over Under ENGINEERS ESTIMATE -2.81% -1. 2% �
<br /> �t S - s- /c�
<br /> Matthew C.Newell,P.E.,Ciry Engineer Date
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