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Mum:
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<br />PROJECT: UNDERWOO
<br />(Without
<br />Dec. 28, 1989
<br />PRELIMINARY ESTIMATE
<br />OF
<br />PROBABLE CONSTRUCTION COST
<br />(REVISED)
<br />D ROAD. —FROM SPENCER. HIGHWAY TO PASADENA BLVD.
<br />Additional La Porte Drainage Area)
<br />DESCRIPTIONUNIT
<br />QUAN—
<br />COST
<br />TOTAL
<br />ITEM
<br />TITY
<br />O
<br />O
<br />NO.
<br />�� �c-jc-�c- x->F �-��*-x�--���t-��-�*-�*-��c-�-�-x-��-��-x-*� x �a���t-��x-�--x--x-�t�t-x•-x��-*����-�*�*-���c-**�t-�-�-�*at-��c
<br />x ���
<br />100, c?i)i), CH)
<br />L.S.
<br />1
<br />100, 000. 00
<br />1
<br />PREP R.O.W.
<br />L.S.
<br />i
<br />5, 000. 00
<br />5, c 00 - UC )
<br />SEEDING & FERTILIZER
<br />S.Y.
<br />13334
<br />3.00
<br />40 00''.c-)�)
<br />' `
<br />REMOVE EXIST. PAVEMENT
<br />S.Y.
<br />36076
<br />1.00
<br />. c?i
<br />36, C)76i
<br />4
<br />STRIPPING
<br />REMOVE & RESET CULVERT
<br />L.S.
<br />i
<br />10,000.00
<br />10, c?c?c?. c?c?
<br />5
<br />TYPE "D" H.M.A.C.
<br />TON
<br />760
<br />45.00
<br />34, 2100- 0C
<br />7
<br />8 IN. LIMESTONE BASE
<br />S.Y.
<br />?366
<br />1
<br />10.00
<br />20,000.00
<br />13,6EC)•c�A
<br />20,00C CC)
<br />8
<br />CONSTR. TRAP. CNTRL. DEV.
<br />L.S.
<br />1
<br />4, 000. 00
<br />4, 0i�c>, c?i)
<br />TEMPORARY STRIPING
<br />L.S.
<br />1
<br />4, 000. 00
<br />4, 000. c _c �
<br />vb
<br />PERMANENT STRIPING
<br />L.S.
<br />L.S.
<br />1
<br />^ c?n0. 00
<br />2, i )c �i)
<br />1? 1
<br />�_ ERAM I C BUTTONS
<br />REINF. CONC. FVMT.
<br />JJBOS
<br />22. OO
<br />787, 776.00
<br />10 IN.
<br />L.F.
<br />1050�
<br />1.50
<br />15,750
<br />6 I N . CONC. . CURB
<br />STABILIZATION OF SUBGR.
<br />S.Y.
<br />37433
<br />1.50
<br />56,149.5i�
<br />1
<br />TON
<br />468
<br />80. 00
<br />37, 44i i . c )c_)
<br />'J
<br />LIME
<br />26800
<br />4. 00
<br />107 ^00 . C )c-)
<br />1;:6
<br />EXCAVATION
<br />EA.
<br />EA
<br />4
<br />2, 500. 00
<br />,
<br />i c?, c?c?i> i �i �
<br />1"•7
<br />DITCH INLETS —TYPE F
<br />.
<br />44
<br />1 500. 00
<br />66, 0� )�) . c>c?
<br />]9
<br />CURB INLETS TYRE "B—B"
<br />EA .
<br />,
<br />3, 000. 00
<br />69, OUP?
<br />MANHOLES (ALL DEPTHS)
<br />EA.
<br />EA.
<br />�3
<br />1
<br />5,000.00
<br />�)i )c - C)i )
<br />5,_
<br />10
<br />JUNCTION BOX
<br />L.F.
<br />^
<br />18�5
<br />25. c?0
<br />-
<br />45, 875. OU
<br />�i
<br />24 IN. RCP (ALL i.UTS)
<br />IN. RCP (ALL CUTS)
<br />L.F.
<br />725
<br />35. U0
<br />^C r C
<br />fU•.'.-J, J7J. OO
<br />y'3
<br />30
<br />36 IN. F'CF' (ALL CUTS)
<br />L.F.
<br />375
<br />40.00
<br />55.00
<br />15, ouo. i�C)
<br />'"�8, 875. C)(:)
<br />4
<br />42 IN. RCP (ALL CUTS)
<br />L.F.
<br />L.F.
<br />525
<br />5U0
<br />80. 0c?
<br />-
<br />40, c)C)i�, c�c)
<br />48 IN. Ri:F' (ALL CUTS)
<br />95.00
<br />3c?, S7J. c)c_)
<br />'6 1,
<br />54 IN. RCP CALL CUTS)
<br />L.F.
<br />L.F.
<br />325
<br />830
<br />110.0c?
<br />91, 3C)i�- c_)c�
<br />7
<br />60 IN. RCP' CALL )=:UTS)
<br />CUTS)
<br />L.F.
<br />660
<br />1�5. C)U
<br />89, 1i�t,. C;i,
<br />:o
<br />0o IN. RCP (ALL
<br />72 IN. RCP (ALL CUTS)
<br />L.F.
<br />�c?0
<br />160. 00
<br />48, _
<br />^c?
<br />78 IN. RCP (ALL CUTS)
<br />L.F.
<br />1905
<br />180. ()0
<br />00
<br />3 4-2 �c�c). c_)c_
<br />�, OC)C), tic_
<br />al
<br />3'1
<br />78 IN. CGMP
<br />.
<br />L.F.
<br />L.F.
<br />50
<br />295
<br />f 180.
<br />fO" 185. 00
<br />�;�°°54, 575. C)f-
<br />J�
<br />4 FT 8 FT BOX
<br />TUNNEL 8 X 4 CONCRETE BOX
<br />L.F.
<br />66
<br />300. c?c?�� 1'�, SOi>.
<br />`15
<br />4
<br />TRENCH SAFETY 5-11)c_
<br />0 FT.
<br />L.F.L.F-
<br />5.00
<br />c
<br />1c�_.?O
<br />lU, 575
<br />43ci)c) c-)c--__
<br />S
<br />TRENCH SAFETY 10-15 FT.
<br />L.F.
<br />L.S.
<br />4"0
<br />1
<br />50, 000. 00
<br />,
<br />50, Uc?�>. c�c_
<br />^ 6
<br />REMOVE GAS STOR TANKS
<br />IN. WATERLINE
<br />L.F.
<br />54oO
<br />?0. c?0
<br />lc?8, c.)ciii. �)c-
<br />37
<br />^8
<br />INSTALL 12
<br />INSTALL FIRE HYDRANTS
<br />EA.-
<br />D
<br />1, J00. 00
<br />1J,
<br />TOTAL ALL ITEMS
<br />ADD 10% CONTINGENCY
<br />TOTAL
<br />2, 49'�, 5c�3. J(.
<br />249, 'D5C) .
<br />2,749,450—.0'
<br />
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