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8id ? abulation
<br />City of Paris
<br />South Collegiate Drive Reconstruction
<br />South Loop 286 to Big Sandy Creek
<br />HEI #180042
<br />~ N ~IAAfl
<br />YY116
<br />3:00 p.m.
<br />R.K. Hall
<br />Richard Drake
<br />Construction, LTD
<br />Construction Co., LP
<br />EsUmated
<br />Unit
<br />Total
<br />Unit
<br />Total
<br />Item
<br />Descri tion
<br />Quanti
<br />Price
<br />Price
<br />Price
<br />Price
<br />1
<br />Mobilization
<br />1 LS
<br />103,000.00
<br />103,000.00
<br />152,856.00
<br />152,856.00
<br />2 6
<br />0" HDPE storm sewer
<br />1,255 LF
<br />156.00
<br />195,780.00
<br />132.90
<br />166,789.50
<br />3 4
<br />8" HDPE storm sewer
<br />12 LF
<br />180.00
<br />2,160.00
<br />116.00
<br />1,392.00
<br />4
<br />36" HDPE storm sewer
<br />12 LF
<br />115.00
<br />1,380.00
<br />63.40
<br />760.80
<br />5
<br />30" HDPE storm sewer
<br />698 LF
<br />63.00
<br />43,974.00
<br />39.80
<br />27,780.40
<br />6
<br />24" HDPE storm sewer
<br />192 LF
<br />96.00
<br />18,432.00
<br />27.50
<br />5,280.00
<br />7
<br />18" HDPE storm sewer
<br />"
<br />397 LF
<br />8 LF
<br />75.00
<br />00
<br />275
<br />29,775.00
<br />200.00
<br />2
<br />14.58
<br />349.00
<br />5,788.26
<br />2,792.00
<br />8
<br />9
<br />RCP storm sewer
<br />66
<br />4' x 2' RCP box culvert
<br />139 LF
<br />.
<br />130.00
<br />,
<br />18,070.00
<br />183.00
<br />25,437.00
<br />10
<br />24" RCP storm sewer
<br />30 LF
<br />43.00
<br />1,290.00
<br />51.40
<br />1,542.00
<br />11
<br />21" RCP storm sewer
<br />36 LF
<br />39.60
<br />1,425.60
<br />42.80
<br />1,540.80
<br />12
<br />10' Recessed inlet
<br />11 EA
<br />2,700.00
<br />29,700.00
<br />3,580.00
<br />39,380.00
<br />13
<br />SETP-PD Headwail (for 66"
<br />1 EA
<br />7,750.00
<br />7,750.00
<br />2,140.00
<br />2,140.00
<br />14
<br />SETP-PDHeadwall for24")
<br />2EA
<br />900.00
<br />1,800.00
<br />680.00
<br />1,360.00
<br />15
<br />SETP-PD Headwall for 21"
<br />2 EA
<br />800.00
<br />1,600.00
<br />690.00
<br />1,380.00
<br />16
<br />Inlet downstream of detention nd
<br />1 EA
<br />31500.00
<br />3,500.00
<br />2,800.00
<br />2,800.00
<br />17
<br />36" CH-FW-0 Headwall
<br />1 EA
<br />2,700.00
<br />2,700.00
<br />5,240.00
<br />5,240.00
<br />18
<br />48" CH-FW-0 Headwall
<br />1 EA
<br />5,400.00
<br />5,400.00
<br />8,940.00
<br />8,940.00
<br />19
<br />4' x 4' T e H inlet with rate
<br />2 EA
<br />2,900.00
<br />5,800.00
<br />5,580.00
<br />11,160.00
<br />Headwall and concrete channei removal
<br />20
<br />downstream of detention ond
<br />1 LS
<br />8,000.00
<br />8,000.00
<br />1,960.00
<br />1,960.00
<br />21
<br />Lime material
<br />542 TN
<br />149.50
<br />81,029.00
<br />152.10
<br />82,438.20
<br />22
<br />8" Lime stabilized subbase 8%
<br />21,515 SY
<br />1.80
<br />38,727.00
<br />2.35
<br />50,560.25
<br />23
<br />8" As halt T e B base
<br />16,915 SY
<br />22.00
<br />372,130.00
<br />25.45
<br />430,486.75
<br />24
<br />2" As halt T e D wearin surface
<br />15,664 SY
<br />6.20
<br />97,116.80
<br />6.75
<br />105,732.00
<br />25
<br />10" Concrete avin
<br />4,178 SY
<br />52.00
<br />217,256.00
<br />56.90
<br />237,728.20
<br />26
<br />Curb and utter
<br />3,510 LF
<br />13.00
<br />45,630.00
<br />18.48
<br />64,864.80
<br />27
<br />Pavement markin s
<br />1 LS
<br />12,500.00
<br />12,500.00
<br />13,200.00
<br />13,200.00
<br />26
<br />Relocation existin fire h drant
<br />1 EA
<br />1,144.00
<br />1,144.00
<br />1,185.00
<br />1,185.00
<br />29
<br />10" x 6" Ta in s sleeve and valve
<br />1 EA
<br />2,444.00
<br />2,444.00
<br />2,155.00
<br />2,155.00
<br />30
<br />10" x 8" Ta in sleeve and valve
<br />1 EA
<br />2,886.00
<br />2,886.00
<br />2,720.00
<br />2,720.00
<br />31
<br />8" x 8" Ta in sleeve and valve
<br />1 EA
<br />2,808.00
<br />2,808.00
<br />2,645.00
<br />2,645.00
<br />32
<br />Ductile iron fittin s
<br />0.14 TN
<br />3,120.00
<br />436.80
<br />5,900.00
<br />826.00
<br />33
<br />8" C-900 DR 18 PVC water main
<br />293 LF
<br />19.00
<br />5,567.00
<br />26.45
<br />7,749.85
<br />34
<br />Standard 4' diameter manhole 0-6'
<br />2 EA
<br />2,860.00
<br />5,720.00
<br />4,640.00
<br />9,680.00
<br />35
<br />Additionai manhole de th over 6'
<br />4.5 VF
<br />156.00
<br />702.00
<br />336.00
<br />1,512.00
<br />36
<br />8" SDR 35 PVC ravi sewer
<br />325 LF
<br />7.30
<br />2,372.50
<br />19.60
<br />6,370.00
<br />37
<br />01-5' Trenchin
<br />212 LF
<br />7.30
<br />1,547.60
<br />11.00
<br />2,332.00
<br />38
<br />5'-8' Trenchin
<br />53 LF
<br />11.50
<br />609.50
<br />15.00
<br />795.00
<br />39
<br />Trench rotection
<br />2,317 LF
<br />1.00
<br />2,317.00
<br />2.80
<br />6,487.60
<br />40
<br />12" Road bore
<br />60 LF
<br />114.00
<br />6,840.00
<br />115.00
<br />6,900.00
<br />41
<br />12" Steel encasement - road bore
<br />110 LF
<br />62.00
<br />6,820.00
<br />40.40
<br />4,444.00
<br />42
<br />14" Road bore
<br />60 LF
<br />130.00
<br />7,800.00
<br />67.20
<br />4,032.00
<br />43
<br />14" Steel encasement - road bore
<br />110 LF
<br />64.50
<br />7,095.00
<br />41.80
<br />4,598.00
<br />44
<br />12" Steel encasement - o en cut
<br />73 LF
<br />78.00
<br />5,694.00
<br />48.70
<br />3,555.10
<br />45
<br />14" Steel encasement - o n cut
<br />73 lF
<br />80.00
<br />5,840.00
<br />51.80
<br />3,781.40
<br />46
<br />Sub rade miti ation
<br />10 CY
<br />14.00
<br />140.00
<br />35.00
<br />350.OC
<br />47
<br />Erosion rotection
<br />4,040 LF
<br />1.10
<br />4,444.00
<br />4.40
<br />17 776.OC
<br />48
<br />Stormwater ollution prevention lan
<br />1 LS
<br />800.00
<br />800.00
<br />7,200.00
<br />7,200.0(
<br />49
<br />Traffic control lan
<br />1 LS
<br />12,000.00
<br />12,000.00
<br />27,500.00
<br />27,500.0(
<br />50
<br />Unclassified excavation
<br />5,660 CY
<br />7.65
<br />43,299.00
<br />5.00
<br />28,300.0(
<br />51
<br />Embankment material
<br />2,578 CY
<br />2.70
<br />6,960.60
<br />9.65
<br />25,393.3(
<br />TOTAL BID
<br />$1,484,412.40
<br />$1,629,616.21
<br />A1
<br />Additive Attemate:
<br />60" RCP storm sewer
<br />1,255 LF
<br />150.00
<br />188,250.00
<br />212.40
<br />266,562.0(
<br />A2
<br />48" RCP storm sewer
<br />12 LF
<br />145.00
<br />1,740.00
<br />134.00
<br />1,608A(
<br />A3
<br />36" RCP storm sewer
<br />12 LF
<br />110.00
<br />1,320.00
<br />83.40
<br />1.000.8(
<br />A4
<br />30" RCP storm sewer
<br />698 LF
<br />48.00
<br />33,504.00
<br />.n - nn
<br />55.75
<br />.n nn
<br />38,913.51
<br />O 4 R7 AI
<br />-i1J•~
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