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Dec. 28, 1989
<br />PRELIMINARY ESTIMATE
<br />OF
<br />PROBABLE CONSTRUCTION COST
<br />(REVISED)
<br />PROJECT: UNDERWOOD ROAD. -FROM SPENCER HIGHWAY TO PASADENA BLVD.
<br />(Without Additional La Porte Drainage Area)
<br />ITEM DESCRIPTION UNIT QUAN- COST TOTAL
<br />NO. TITY C ) «)
<br />Y x. Y Y Y.iR ai. iR.a(.aF dE•i[•.�,.x..�.aF eE •iF�. •*.* •*.*.x. �"� *'x' �E* �E dE iE dE dF dF dF jF iF iF �F 9F ** dE dF �E 9F 9EdE �F� dF� 9F �'�FdE dEjF dEdEiEdF*'�' �"� dE 9E=ic # is # � i
<br />1
<br />PREP R.O.W.
<br />2
<br />SEEDING & FERTILIZER
<br />3
<br />REMOVE EXIST. PAVEMENT
<br />4
<br />STRIPPING
<br />5
<br />REMOVE & RESET CULVERT
<br />6
<br />TYPE "D" H.M.A.C.
<br />7
<br />8 IN. LIMESTONE BASE
<br />8
<br />CONSTR. TRAF. CNTRL. DEV.
<br />9
<br />TEMPORARY STRIPING
<br />10
<br />PERMANENT STRIPING
<br />11
<br />CERAMIC BUTTONS
<br />12
<br />10 IN. REINF. CONC. PVMT.
<br />13
<br />6 IN. CONC. CURB
<br />14
<br />STABILIZATION OF SUBGR.
<br />15
<br />LIME
<br />16
<br />EXCAVATION
<br />17
<br />DITCH INLETS -TYPE F
<br />18
<br />CURB INLETS TYPE "B-B"
<br />19
<br />MANHOLES (ALL DEPTHS)
<br />20
<br />JUNCTION BOX
<br />21
<br />24 IN. RCP (ALL CUTS)
<br />22
<br />30 IN. RCP (ALL CUTS)
<br />23
<br />36 IN. RCP (ALL CUTS)
<br />24
<br />42 IN. RCP (ALL CUTS)
<br />25
<br />48 RCP (ALL CUTS)
<br />26
<br />IN.
<br />54 N. RCP (ALL CUTS)
<br />27 •
<br />60 I N . RCP ( ALL CUTS)
<br />28
<br />MEG IN. RCP (ALL CUTS)
<br />29
<br />72 IN. RCP (ALL CUTS)
<br />30
<br />78 IN. RCP (ALL CUTS)
<br />31
<br />78 IN. CGMP
<br />32
<br />4 FT x 8 FT BOX
<br />33
<br />TUNNEL 8 X 4 CONCRETE BOX
<br />34
<br />TRENCH SAFETY 5-10 FT.
<br />35
<br />TRENCH SAFETY 10-15 FT.
<br />36
<br />REMOVE GAS STOR TANKS
<br />37
<br />INSTALL 12 IN. WATERLINE
<br />38
<br />INSTALL FIRE HYDRANTS
<br />TOTAL ALL ITEMS
<br />ADD 10% CONTINGENCY
<br />TOTAL
<br />L.S.
<br />1
<br />100,000.00
<br />100,000.00
<br />L.S.
<br />1
<br />5,000.00
<br />5,000.00
<br />S.Y.
<br />13334
<br />3.00
<br />40,OO2.00
<br />S.Y.
<br />36076
<br />1.00
<br />36,076.00
<br />L.S.
<br />1
<br />10,000.00
<br />10,000.00
<br />TON
<br />760
<br />45.00
<br />34,200.00
<br />S.Y.
<br />2366
<br />10.00
<br />23,660.00
<br />L.S.
<br />1
<br />20,000.00
<br />20,000.00
<br />L.S.
<br />1
<br />4,000.00
<br />4,000.00
<br />L.S.
<br />1
<br />4,000.00
<br />4,000.00
<br />L.S.
<br />1
<br />2,000.00
<br />2,000.00
<br />S.Y.
<br />35808
<br />22.00
<br />787,776.00
<br />L.F.
<br />10500
<br />1.50
<br />15,750.00
<br />S.Y.
<br />37433
<br />1.50
<br />56,149.50
<br />TON
<br />468
<br />80.00
<br />37,440.00
<br />C.Y.
<br />26800
<br />4.00
<br />107y200.00
<br />EA.
<br />4
<br />2,500.00
<br />10,000.0c
<br />EA.
<br />44
<br />1,500.00
<br />66,000.O
<br />EA.
<br />23
<br />3,000.00
<br />69,000.0(
<br />EA.
<br />1
<br />5,000.00
<br />5, 000..0C
<br />L.F.
<br />1835
<br />25.00
<br />45,875.0C
<br />L.F.
<br />725
<br />35.00
<br />cv25,375.0C
<br />L.F.
<br />375
<br />40.00
<br />415,000.0C
<br />L.F.
<br />525
<br />55.00
<br />(�28,875.0C
<br />L.F.
<br />500
<br />80.00
<br />40,000.0c
<br />L.F.
<br />325
<br />95.00
<br />30,875.0(
<br />L.F.
<br />830
<br />110.00
<br />91,300.0(
<br />L.F.
<br />660
<br />135.00
<br />69, lot" ).Of
<br />L.F.
<br />300
<br />160.00
<br />48,000.0(
<br />L.F.
<br />1905
<br />180.00
<br />342, 900. C)(
<br />L.F.
<br />550
<br />180.00
<br />9,000.o(
<br />L.F.
<br />295
<br />DSO 18500 (,6
<br />,Po 54, 575. 0(
<br />L.F.
<br />66
<br />300:00�
<br />19, 800. i �(
<br />L.F.
<br />2115
<br />5.00
<br />10,575.0(
<br />L.F.
<br />4350
<br />10.00
<br />43, 500— CM
<br />L.S.
<br />1
<br />50,000.00
<br />50,000.0(
<br />L.F.
<br />5400
<br />20.00
<br />108, 0o0. 0(
<br />EA.
<br />9
<br />1,500.00
<br />13,500.0
<br />2,499,503.E
<br />249,950.3
<br />2,749,453.G
<br />
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