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Bid abulation
<br />City of Paris
<br />South Collegiate Drive Reconstruction
<br />South Loop 286 to Big Sandy Creek
<br />HEI #180042
<br />J~~iqu &v ew
<br />3:00 p.m.
<br />R.K. Hall
<br />Construction, LTD
<br />Richar
<br />Constructi
<br />d Drake
<br />on Co., LP
<br />l
<br />T
<br />Unit
<br />Totat
<br />Item
<br />Descri tion
<br />Estimated
<br />Quanti
<br />Unit
<br />Price
<br />ota
<br />Price
<br />00
<br />000
<br />103
<br />Price
<br />00
<br />856
<br />152
<br />Price
<br />856.00
<br />152
<br />1
<br />Mobilization
<br />1 LS
<br />103,000.00
<br />.
<br />,
<br />00
<br />780
<br />195
<br />.
<br />,
<br />132
<br />90
<br />,
<br />789.50
<br />166
<br />2
<br />60" HDPE storm sewer
<br />1,255 LF
<br />156.00
<br />.
<br />,
<br />00
<br />160
<br />2
<br />.
<br />00
<br />116
<br />,
<br />392.00
<br />1
<br />3
<br />48" HDPE storm sewer
<br />12 LF
<br />180.00
<br />.
<br />,
<br />00
<br />380
<br />1
<br />.
<br />40
<br />63
<br />,
<br />760.80
<br />4
<br />36" HDPE storm sewer
<br />12 LF
<br />115.00
<br />.
<br />,
<br />974
<br />00
<br />3
<br />.
<br />80
<br />39
<br />780.40
<br />27
<br />5
<br />30" HDPE storm sewer
<br />698 LF
<br />63.00
<br />.
<br />4
<br />,
<br />432
<br />00
<br />1
<br />.
<br />27
<br />50
<br />,
<br />280.00
<br />5
<br />6
<br />24" HDPE storm sewer
<br />192 LF
<br />96.00
<br />.
<br />8,
<br />00
<br />775
<br />29
<br />.
<br />14
<br />58
<br />,
<br />788.26
<br />5
<br />7
<br />18" HDPE storm sewer
<br />397 LF
<br />75.00
<br />.
<br />,
<br />00
<br />200
<br />2
<br />.
<br />349
<br />00
<br />,
<br />792.00
<br />2
<br />8
<br />66" RCP storm sewer
<br />8 LF
<br />275.00
<br />.
<br />,
<br />00
<br />070
<br />18
<br />.
<br />00
<br />183
<br />,
<br />437.00
<br />25
<br />9
<br />4' x 2' RCP box culvert
<br />139 LF
<br />130.00
<br />.
<br />,
<br />00
<br />290
<br />1
<br />.
<br />40
<br />51
<br />,
<br />542.00
<br />1
<br />10
<br />24" RCP storm sewer
<br />30 LF
<br />43.00
<br />.
<br />,
<br />60
<br />425
<br />1
<br />.
<br />42
<br />80
<br />,
<br />540.80
<br />1
<br />11
<br />21" RCP storm sewer
<br />36 LF
<br />39.60
<br />.
<br />,
<br />00
<br />700
<br />29
<br />.
<br />00
<br />580
<br />3
<br />,
<br />380.00
<br />39
<br />12
<br />10' Recessed inlet
<br />11 EA
<br />2,700.00
<br />.
<br />,
<br />00
<br />750
<br />7
<br />.
<br />,
<br />00
<br />140
<br />2
<br />,
<br />140.00
<br />2
<br />13
<br />SETP-PD Headwall (for 66")
<br />1 EA
<br />7,750.00
<br />.
<br />,
<br />00
<br />1
<br />800
<br />.
<br />,
<br />00
<br />680
<br />,
<br />360.00
<br />1
<br />14
<br />SETP-PD Headwall (for 24")
<br />2 EA
<br />900.00
<br />,
<br />.
<br />00
<br />1
<br />600
<br />.
<br />00
<br />690
<br />,
<br />380.00
<br />1
<br />15
<br />SETP-PD Headwall for 21"
<br />2 EA
<br />800.00
<br />,
<br />.
<br />00
<br />500
<br />3
<br />.
<br />00
<br />800
<br />2
<br />,
<br />800.00
<br />2
<br />16
<br />Inlet downstream of detention pond
<br />1 EA
<br />3,500.00
<br />.
<br />,
<br />00
<br />700
<br />2
<br />.
<br />,
<br />00
<br />240
<br />5
<br />,
<br />240.00
<br />5
<br />17
<br />36" CH-FW-O Headwall
<br />1 EA
<br />2,700.00
<br />.
<br />,
<br />00
<br />400
<br />5
<br />.
<br />,
<br />00
<br />940
<br />8
<br />,
<br />940.00
<br />8
<br />48" CH-FW-O Headwall
<br />1 EA
<br />5,400.00
<br />.
<br />,
<br />00
<br />800
<br />5
<br />.
<br />,
<br />00
<br />580
<br />5
<br />,
<br />160.00
<br />11
<br />P
<br />4' x 4' T e H inlet with rate
<br />2 EA
<br />2,900.00
<br />.
<br />,
<br />.
<br />,
<br />,
<br />20
<br />Headwall and concrete channel removal
<br />douvnstream of detention pond
<br />1 LS
<br />8,000.00
<br />8,000.00
<br />00
<br />81
<br />029
<br />1,960.00
<br />152
<br />10
<br />1,960.00
<br />438.20
<br />82
<br />21
<br />Lime material
<br />542 TN
<br />149.50
<br />.
<br />,
<br />727
<br />00
<br />38
<br />.
<br />35
<br />2
<br />,
<br />560.25
<br />50
<br />22
<br />8" Lime stabilized subbase 8%)
<br />21,515 SY
<br />1.80
<br />.
<br />,
<br />00
<br />130
<br />372
<br />.
<br />45
<br />25
<br />,
<br />486.75
<br />430
<br />23
<br />8" As halt T e B base
<br />16,915 SY
<br />22.00
<br />.
<br />,
<br />80
<br />116
<br />97
<br />.
<br />75
<br />6
<br />,
<br />732.00
<br />105
<br />24
<br />2" As halt T e D wearin surface
<br />15,664 SY
<br />6.20
<br />.
<br />,
<br />00
<br />217
<br />256
<br />.
<br />90
<br />56
<br />,
<br />728.20
<br />237
<br />25
<br />10" Concrete avin
<br />4,178 SY
<br />52.00
<br />,
<br />.
<br />00
<br />630
<br />5
<br />.
<br />48
<br />18
<br />,
<br />80
<br />864
<br />64
<br />26
<br />Curb and utter
<br />3,510 LF
<br />13.00
<br />.
<br />4
<br />,
<br />500
<br />00
<br />12
<br />.
<br />00
<br />13
<br />200
<br />,
<br />.
<br />200.00
<br />13
<br />27
<br />Pavement markin s
<br />1 LS
<br />12,500.00
<br />.
<br />,
<br />144
<br />00
<br />1
<br />.
<br />,
<br />185
<br />00
<br />1
<br />,
<br />00
<br />1
<br />185
<br />28
<br />Relocation existin fre h drant
<br />1 EA
<br />1,144.00
<br />.
<br />,
<br />444
<br />00
<br />2
<br />.
<br />,
<br />00
<br />155
<br />2
<br />,
<br />.
<br />155.00
<br />2
<br />29
<br />10" x 6" Ta in s sleeve and valve
<br />1 EA
<br />2,444.00
<br />.
<br />,
<br />00
<br />886
<br />2
<br />.
<br />,
<br />00
<br />720
<br />2
<br />,
<br />00
<br />720
<br />2
<br />30
<br />10" x 8" Ta in sleeve and valve
<br />1 EA
<br />2,886.00
<br />.
<br />,
<br />00
<br />808
<br />2
<br />.
<br />,
<br />00
<br />645
<br />2
<br />.
<br />,
<br />645.00
<br />2
<br />31
<br />8" x 8" Ta in sleeve and valve
<br />1 EA
<br />2,808.00
<br />.
<br />,
<br />80
<br />436
<br />.
<br />,
<br />00
<br />900
<br />5
<br />,
<br />826.00
<br />32
<br />Ductile iron fittin s
<br />0.14 TN
<br />3,120.00
<br />.
<br />00
<br />567
<br />5
<br />.
<br />,
<br />45
<br />26
<br />749.85
<br />7
<br />33
<br />8" C-900 DR 18 PVC water main
<br />293 LF
<br />19.00
<br />.
<br />,
<br />00
<br />720
<br />5
<br />.
<br />840
<br />00
<br />4
<br />,
<br />680.00
<br />9
<br />34
<br />Standard 4' diameter manhole 0-6
<br />2 EA
<br />2,860.00
<br />.
<br />,
<br />00
<br />702
<br />.
<br />,
<br />00
<br />336
<br />,
<br />00
<br />512
<br />1
<br />35
<br />Additional manhole de th over 6')
<br />-
<br />4.5 VF
<br />325 LF
<br />156.00
<br />7.30
<br />.
<br />2,372.50
<br />.
<br />19.60
<br />
<br />.
<br />,
<br />6,370.00
<br />. n o131) nn
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