Loading...
HomeMy WebLinkAboutCost Estimate OP Ock, — 30 ENGINEER'S ESTIMATE ' FOR Water Improvements To OAKLAND RIDGE SUBDIVISION PHASE ONE College Station, Brazos County, Texas ' December, 2008 • Water Improvements: r _ oN" ..�?.3 "..i-"xf s -� a -S I.n K fv�v ♦- ^„. e" v r.�{¢ } € � fi � ' ��}s� Y � _ _��J -0 4 z gam; I. 8" Diameter C909-Class 200 P.V.C. 4,495 L.F. $17.47 $78,527.65 Water Line 2. 1-1/2" Diameter Type "K"Copper 1,062 L.F. $1 6.47 $17,491 .14 Service Line 3. 1" Diameter Type"K'Copper Service 35 L.F. $14.41 $504.35 Line 4. Tie To Existing 8" P.V.C. Water Line I EA. $500.00 $500.00 5. 8" M.J. Gate Valve With Box 14 EA. $1 ,033.00 $14,462.00 6. 8"x 8"x 8" M.J. Tee 5 EA. $435.44 $2,177.20 7. 8"x 45°M.J. Bend 12 EA. $386.00 $4,632.00 8. 8"x 22-I/2°M.J. Bend 5 EA. $356.00 $1 ,930.00 9. 8"x I 1-1/4°M.J. Bend 2 EA. $356.00 $772.00 10. Standard City Of College Station 5 EA. $2,932.75 $14,663.75 Fire hydrant With Appurtenances I I. 8' Plug With 2" Blow-Off Valve 5 EA. $850.00 $4,250.00 12. 8"x I-1/2" Bronze Service Saddle 36 EA. $534.00 $19,224.00 With 1-1/2"Corporation Stop, 1-1/2"x 1"x 1'Wye, 2-1"Stops @ End (Double Service) ENGINEER"5 ESTIMATE FOR Water Improvements To OAKLAND RIDGE SUBDIVISION PHASE ONE College Station, Brazos County, Texas December, 2008 (Continued) Water Improvements: �ym„�` 3��. 0 _ �.4 vc..us� i_.o.. ,.,......i.....�.-.....ss.. .�-. 13. 8'x I' Bronze Service Saddle With 7 EA. $400.00 $2,800.00 I'Corporation Stop, And I'Stop @ TOTAL AMOUNT FOR WATER IMPROVEMENTS: $16 I ,934.09 Prepared By: Garrett Engineenng, Donald D. Garrett, P.E. Date Neackli OF .........T. p 4.41; ▪ 4 , DONA '= 411 ./ !! 2700 ,.itijr V ▪ ' Cye �Oi AL EN+ ' \vas Engineer's Estimate For Sanitary Sewer Improvements To OAKLAND RIDGE SUBDIVISION PHASE ONE College Station, Brazos County, Texas ' December, 2008' Sanitary Sewer Improvements: t.73 s0�� -r . � 9 .- a R5 -�9 .yep�-s l-� t 10C„ , jr - �ate ,,,aws� asam} -.,74,- ' - ,a- t- m 4 , _ 4. , -, smo« _ Ayy I. Standard City Of College Station 15 EA. $2,202.00 $33,030.00 Sanitary Sewer Manhole (0'-8'Depth) 2. Extra Depth Manhole Wall (Over 8) 40 V.F. $250.00 $10,000.00 3. Tie Prop. 10" Diameter SDR26-3034 I EA. $500.00 $500.00 P.V.C. Sanitary Sewer Line Into Exist. Sanitary Sewer Manhole 4. I0"Diameter SDR26-3034 P.V.C. 265 L.F. $28.00 $7,420.00 Sanitary Sewer Pipe (9'-I I'Depth) 5. 6" Diameter SDR26-3034 P.V.C. 49 L.F. $18.75 $918.75 Sanitary Sewer Pipe (O'-5' Depth) G. 6' Diameter SDR26-3034 P.V.C. 126 L.F. $18.75 $2,362.50 Sanitary Sewer Pipe (5'-7' Depth) 7. 6" Diameter SDR26-3034 P.V.C. 418 L.F. $20.75 $8,673.50 Sanitary Sewer Pipe (7'-9' Depth) 8. 6' Diameter SDR26-3034 P.V.C. 380 L.F. $22.75 $8,645.00 Sanitary Sewer Pipe (9'-I I'Depth) 9. 8' Diameter SDR26-3034 P.V.C. I,4 18 L.F. $24.75 $35,095.50 Sanitary Sewer Pipe (91-I I' Depth) 10. 8" Diameter SDR26-3034 P.V.G. 59 I L.F. $26.75 $15,809.25 Sanitary Sewer Pipe (I I'-I 3' Depth) I I. 8" Diameter SDR26-3034 P.V.C. 355 L.F. $28.75 $10,206.25 Sanitary Sewer Pipe (I 3'-I 5'Depth) Engineer's Estimate For Sanitary Sewer Improvements To OAKLAND RIDGE SUBDIVISION PhASE ONE College Station, Brazos County, Texas December, 2008' (Continued) Sanitary Sewer Improvements: 114 ' a * ;#��_ �� '``" �` '"�-' '3 ... ,{sg�y..#},� -# f. �--`��yy ,r"s..six---**771.4%�. 7x i_ 'r? - aw 'ri l.. �,s ar �-E' .F YY111e1 S "W '� -5 '�;IF. �' �'i ,2ori3'.5 12. 8' Diameter Class 52 Ductile Iron GO L.F. $43.73 $2,623.80 Sanitary Sewer Pipe With 8 Md Poly-Wrap (9'-I 1'Depth) 13. G" Diameter Class 52 Ductile Iron 20 L.F. $40.52 $810.40 Sanitary Sewer Pipe With 8 Md Poly-Wrap(I 113'Depth) 14. 4" Diameter Schedule 40 P.V.C. 1,452 L.F. $12.78 $18,556.56 Sanitary Sewer Service Line 15. 6"x 6"x 4" M.J. Service Tee 9 EA. $200.00 $1 ,800.00 16. 8"x 8"x 4' M.J. Service Tee 29 EA. $250.00 $7,250.00 17. 4"x 4"x 4"Single Wye 7 EA. $200.00 $I ,400.00 18. 4"x 4"x 4"x 4' Double Wye 35 EA. $200.00 $7,000.00 19. 4° Plug 1 19 EA. $5.00 $595.00 20. 6'Plug With Std. Clean-Out Assembly 2 EA. $100.00 $200.00 (Temporary) 2 I. Trench Safety(5'-7' Depth) 146 L.F. $I .00 $146.00 22. Trench Safety(7'-5' Depth) 418 L.F. $1 .00 $4 18.00 23. Trench Safety(91-1 I' Depth) 1,889 L.F. $I .00 $I ,889.00 Engineer's Estimate For Sanitary Sewer Improvements To OAKLAND RIDGE SUBDIVISION PHASE ONE College Station, Brazos County, Texas * December, 2008' (Continued) Sanitary Sewer Improvements: te :J..� .„..[.5 =2..e3.4,.txaF .. i,et. .,.e fs,a.. „A,_v .M 5..=s.__ si.._..�u,_v,,.._`,..3i.s,i,...,. ,3._a 24. Trench Safety(I 1'-13'Depth) I,040 L.F. $1 .00 $I,040.00 25. Trench Safety(13'-15' Depth) 140. L.F. $1 .00 $140.00 TOTAL ESTIMATED COST FOR SANITARY SEWER IMPROVEMENTS: $176,529.5 I Prepared By: Garrett Engmeenng, Donald D. Garrett, P.E. Date air-1E.OF.. o /i'/ (� 0I �* � ', t$ A DONA0 1*I 41t." . . ft • 2790 .„.e -d..,94....„Li,S%pi Al.zN0. ENGINEER'S ESTIMATE for Street $ Drainage Improvements To OAKLAND RIDGE SUBDIVISION PHASE ONE College Station, Brazos County, Texas * December, 2008 * Street 4 Drainage Improvements: vs .s- -5vs.°• x. ,> t a - "Y -. nex."'F3ws's^�. y : v. • I . 24' Reinforced Concrete Stand-Up G,115 L.F. $10.79 $65,980.85 Curb And Gutter 2. 2'Thickness Compacted hot Mix 9,780 5.Y. $1 2.25 $I 19,805.00 Asphaltic Concrete Surface Course (Type'0") 3. 6"Thickness Compacted Crushed 10,432 S.Y. $8.76 $91 ,384.32 limestone Base 4. 6"Thickness Compacted lime 15,373 S.Y. $3.82 $58,724.86 Stabilized Subgrade(Assume 5%) 5. 4°Thick Reinforced Concrete Sidewalk 27,148 S.F. $3.00 $8 I ,444.00 With ADA Compliant handicap Ramps G. Reinforced Concrete Valley Gutter 2,894 S.F. $4.00 $11 ,576.00 7. 6"Thick Reinforced Concrete Alley 16,945 S.F. $3.50 $59,307.50 5. Modified Recessed Inlet Box IB#I I EA. $4,000.00 $4,000.00 With Two Extensions (I 5'Opening) 9. Modified Recessed Inlet Box IB#2 I EA. $3,000.00 $3,000.00 Single Inlet(5'Opening) 10. Modified Recessed Inlet Box IB#3 I EA. $4,000.00 $4,000.00 With Two Extensions(I 5'Opening) I I. Modified Recessed Inlet Box IB#4 I EA. $3,000.00 $3,000.00 Single Inlet(5'Opening) 12. Modified Recessed Inlet Box IB#5 I EA. $3,000.00 $3,000.00 Single Inlet(5'Opening) ENGINEER'S ESTIMATE for Street Drainage Improvements To OAKLAND RIDGE SUBDIVISION PHASE ONE College Station, Brazos County, Texas * December, 2008 (Continued) Street 4 Drainage Improvements: -k-tr'F'F.trre rTiraWN; Z:VS04, M-1,1A%AnsY k 460-4:7--ZO 13. Modified Recessed Inlet Box 15#6 I A. $3,500.00 $3,500.00 With One Extension (I 0'opening) 14. Modified Recessed Inlet Box IB#7 I A. $4,000.00 $4,000.00 With Two Extensions (I 5'Opening) 1 5. Modified Recessed'Mock" Inlet Box I A. $3,500.00 $3,500.00 (7'Opening) I G. Reinforced Concrete Junction Box I A. $2,500.00 $2,500.00 JB#1 With Std. Cast Iron Manhole Ring 4 Cover 17. Reinforced Concrete Junction Box I A. $2,500.00 $2,500.00 JB#2 With Std. Cast Iron Manhole Ring 4 Cover I 8. Reinforced Concrete Junction Box EA. $3,000.00 $3,000.00 JB#3 With Std. Cast Iron Grate And Frame 19. Reinforced Concrete Junction Box I EA. $2,500.00 $2,500.00 J5#5 With Std. Cast Iron Manhole Ring 4 Cover 20. Reinforced Concrete Junction Box I EA. $2,500.00 $2,500.00 JB#6 With Std. Cast Iron Manhole Ring 4 Cover 2 I . Reinforced Concrete Junction Box I EA. $2,500.00 $2,500.00 J5#7 With Std. Cast Iron Manhole Ring 4 Cover ENGINEER'S ESTIMATE For Street * Drainage Improvements To OAKLAND RIDGE SUBDIVISION PHASE ONE College Station, Brazos County, Texas * December, 2008 • (Continued) Street* Drainage Improvements: Vii�-�-»a �- � l�'- �s '? �,' � -�: '� � —s��'�°a� � � x�"fix''j,. t � . ; :- u� c _ fi 22. Reinforced Concrete Sloped Headwall 2 EA. $500.00 $I ,000.00 With 18"Toewall- For Upstream End Of 18" Diameter C-76 R.C.P. 23. Reinforced Concrete Sloped Headwall 2 EA. $500.00 $I ,000.00 With 18"Toewall-For Downstream End Of 18'Diameter C-76 R.C.P. 24. Reinforced Concrete Slope Headwall I EA. $I ,500.00 $1 ,500.00 With 18"Toewall- For Downstream End Of 4'x 2'Concrete Box Culvert 25. Cleanng And Grubbing Phase Two 2.13 ACRES $2,000.00 $4,260.00 Where Proposed Fill Is To Be Placed 26. 6"Concrete Monolithic Curb 377 L.F. $3.50 $I ,3 19.50 27. Roadway Excavation ("In-Place" I I,885 C.Y. $4.00 $47,540.00 Quantity 28. Roadway Embankment("In-Place" 3,065 C.Y. $4.00 $12,260.00 Quantity) 29. 24"Diameter C.M.P. With Slotted 40 L.F. $75.00 $3,000.00 Drain 30. 18° Diameter C-76 R.G.P. 203 L.F. $53.82 $10,925.46 31 . 24" Diameter C-76 R.C.P. 285 L.F. $61 .10 $17,413.50 32. 30° Diameter C-76 R.C.P. G7 I L.F. $92.36 $6 I ,973.56 33. 36" Diameter C-76 R.C.P. 335 L.F. $I 15.23 $38,602.05 ENGINEER'S ESTIMATE For Street * Drainage Improvements To OAKLAND RIDGE SUBDIVISION PHASE ONE College Station, Brazos County, Texas * December, 2008 • (Continued) Street * Drainage Improvements: --441-4VISM WOltfifillaW :LC x, Korn,pliVratraw-V- ' 44- 34. 42" Diameter C-76 K.C.P. 223 L.F. $136.77 $30,499.7 I 35. 48°Diameter C-76 R.C.P. 7 I Lf. $1 59.36 $11 ,314.56 36. 4'Span x 2' Rise Reinforced Concrete 46 L.P. $210.00 $9,660.00 Box Culvert 37. Channel/Swale Excavation 993 C.Y. $4.00 $3,972.00 38. Fill Northest Corner Of Phase Two 4,850 C.Y. $3.75 $18,187.50 (Fill Assumed To Be An'In-Place" Quantity) 39. Erosion Control ("Silt Fence) 1,810 L.F. $2.00 $3,620.00 Limestone Base 40. Bermuda Seeding *Fertilizer 12,104 S.Y. $0.55 $6,657.20 41. TCS#013 Limestone Rock Rubble 75 5.Y. $50.00 $3,750.00 Rip-Rap(Thnd-Placed") 43. Temporary Plug For 1 5' Diameter I EA. $350.00 $350.00 C-76 R.C.P. Stub-Out 43. Temporary Plug For 24" Diameter I EA. $400.00 $400.00 C-76 R.C.P. Stub-Out ENGINEER'S ESTIMATE For Street * Drainage Improvements To OAKLAND RIDGE SUBDIVISION PHASE ONE College Station, Brazos County, Texas • December, 2008 ' (Continued) Street f Drama-e Im-rovements: 44. 4'Thick Reinforced Concrete Rip-Rap I EA. $500.00 $500.00 Headwall Structure TOTAL AMOUNT FOR STREET it. DRAINAGE IMPROVEMENTS: $82 I,427.57 Prepared By: Garrett Engineering, Donald D. Garrett, P.E. Date q�vco^a>�.� ��P�EOFT;iRe fl 4 t 1. 444 0 i f•*: / t60 DOHA .•giP �� Piy: 27x0 O,i;.9cc�, C't�i to, Al.cNG-