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II. CONSTRUCTION COSTS~ UNIT NO. 3- TRACT 2517
<br />
<br /> STREET WORK
<br />1. 18~g,410 Sq Ft
<br />2. 20,973 Sq Ft
<br />3. 4,342 Sq Ft
<br />4. 30,623 Sq Ft
<br />5. 32,979 Sq Ft
<br />6. 37,610 Sq Ft
<br /> 2,829 Sq FC
<br /> 21,194'Sq Ft
<br />9. 10,466 Sq Ft
<br />10. 37,610 Sq Ft
<br /> 11. , 35,$02 Sq Ft
<br /> 12o 24,278 Sq Ft
<br /> 13. 33,000 Sq Ft
<br /> 14. 40,439 Sq Fn
<br /> 15. 55,938 Sq Ft
<br /> 16. t4,254 Sq F[
<br /> 17o 22,826 Sq Ft
<br />
<br />18. 16 Each
<br />19o 3 Each
<br />
<br />20. 109 Lin Ft
<br />21. 12 Each
<br />22. 3 Each
<br />23~ 1 Each
<br />
<br />24. 1 Each
<br />25. 1 Each
<br />26. 1,388 Lin Ft
<br />27. Lump Sum
<br />
<br />Grading between property lines .19
<br />5" Class II egg. base .07
<br />4" Class II egg. base .06
<br />7" Class II Agg. base .09
<br />8" Class II egg. base o10
<br />10" Class II egg. base .12
<br />12" Class II egg. base .14
<br />5" egg. sub-base .055
<br />6" agg. sub-base .065
<br />7" egg. sub-base .075
<br />8" egg. sub-base .085
<br />4" egg. sub-base .05
<br />2%" asphaltic concrete surface .12
<br />3" asphaltic concrete surface .14
<br />2" asphaltic concrete surface .10
<br />4" agg. cushion under curb & gutter .10
<br />3" cushion material under sidewalk,
<br />incl thickening ~ driveways .07
<br />Reset manhole castings to finished grade 100.00
<br />Reset flushing inlet castings to finished
<br />grade 100.00
<br />Street barricade 10.00
<br />Survey monuments, City of Pleas. std. 50.00
<br />Street signs 50.00
<br />Remove and relocate exist~ catch basin
<br />frame and grate 50.00
<br />Raise existing field inlet to grade 200.00
<br />Remove existing drop inlet box i00.00
<br />Plant mix gutter 1.00
<br />Cap and seal existing well 2,000.00
<br />
<br />CONCRETE
<br />1. 6,268 Lin Ft
<br />2. 7,859 Sq Ft
<br />3. 14,967 Sq Ft
<br />4. 8 Each
<br />
<br />5. 10 Each
<br /> 3 Each
<br />7. 383 Lin Ft
<br />8. 1 Each
<br />9. 26 Each
<br />10. 15 Each
<br />11. 1 Each
<br />12o 859 Lin Ft
<br />
<br />-3
<br />
<br />35,797.90
<br />1,468.11
<br />260.52
<br />2,756.07
<br />3,297.90
<br />4,513.20
<br />396.06
<br />1,1~5.67
<br />680.29
<br />2,820°75
<br />3,043.68
<br />1,213.90
<br />3,960.00
<br />5,661.46
<br />5,593.80
<br />1,425.40
<br />
<br />1,597.S2
<br />1,600.00
<br />
<br /> 300.00
<br />1,090~00
<br /> 6O0.0O
<br /> 150.00
<br />
<br />50.00
<br />200.00
<br />100.00
<br />1,3~.00
<br />...2~000.00
<br />$83,130.53
<br />
<br />Vernical curb & gutter 1.60 10,028.~0
<br />4" thick concrete sidewalk .34 2,~ ~ ·
<br /> o7~.0o
<br />4'; thick integral sidewalk .34 5,088o78
<br />Driveway approaches for 16 ft wide D/W,
<br />incl cushion material 18.00 144.00
<br />Storm water inlets 265.00 2,650.00
<br />Field inlet 160.00 480.00
<br />PCC rear yard gutter 2~00 766.00
<br />Storm water inlet, box only 160.00 160.00
<br />3/4" service water meter boxes 3~90 101.40
<br />1' service water meter boxes 6.00 90.00
<br />2" service water meter box 12o00 12.00
<br />8" high vertical curb & gutter 1.70 1~460.30
<br /> '$23,653.34
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