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Cost EstimateEMERALD FOREST PHASE 11-8 PROBABLE CONSTRUCTION COST Paving & Site Improvements NO. DESCRIPTION UNIT QTY. UNIT COST 1 Excavation CY 3900 $ 3.50 2 2" H.M.A.C SY 3900 $ 5.00 3 6" Flexible Base SY 4650 $ 8.00 4 Lime Treatment (6" depth) SY 4650 $ 3.00 5 Type 3 Reinforced Concrete Curb & Gutter LF 2250 $ 7-'.'QO 6 4" Reinforced Concrete Sidewalk SF 4010 $ A 3.~0 7 Reinf. Concrete Handicap Ramp EA 4 $ ~ 5ob.,oo 9 Reinforced Concrete Valley Gutter SF 800 $./ \ it4!00 10 Silt Fencing (Erosion Control) LF 2000 $"" \ '\1.25 TOTAL COST $ 13,650.00 $ 19,500.00 $ 37,200.00 $ 13,950.00 $ 15,750.00 $ 12,030.00 $ 2,000.00 $ 3,200.00 $ 2,500.00 TOTrf ,d!k,~dosT $ 119,780.00 Alternate Paving & Site Improvements , ~ ~ (\ NO. DESCRIPTION UNIT QTY. UNIT COST TOTAL COST 111 u j I.I t \/ 1 Excavation / CiY h • 4~50 1$J 3.50 $ 14,875.00 2 5" H.M.A.C (Txdot item 340) A pi'f \ 390,o' ·~ "$ 12.50 $ 48,750.00 3 6" Lime Stabilized subgrade Sr-.' F \ 49q0 $ 3.00 $ 13,950.00 5 Type 3 Reinforced Concrete Curb/& GL1tteri 1-F ' 2t245 $ 7.00 $ 15,715.00 6 4" Reinforced Concrete Sidew,al!<l ~ SiF v-4010 $ 3.00 $ 12,030.00 7 Reinf. Concrete Handicap R-cimp ElA. IV 4 $ 500.00 $ 2,000.00 9 Reinforced Concrete Vaj lev G,1:1ft~r ' s:P 800 $ 4.00 $ 3,200.00 10 Silt Fencing (Erosion,.Contro!) A (VLF 2000 $ 1.25 $ 2,500.00 ~ v DRAINAGE IMPROV~TS { )~ ~ TOTAL PAVING & SITE COST $ 113,020.00 NO. DESCRIPTION UNIT QTY. UNIT COST TOTAL COST I l \ /' 11 Connect to ~i~tin~ Storl)i VSewer LS 1 $ 1,750.00 $ 1,750.00 12 Standard 1 O' Inlet I -EA 2 $ 1,500.00 $ 3,000.00 13 Standard 15' Radius Inlet EA 1 $ 2,000.00 $ 2,000.00 14 12" R.C.P. (stnµctural) LF 30 $ 55.00 $ 1,650.00 15 24" R.C.P. (rl6n structural LF 710 $ 60.00 $ 42,600.00 16 24" R.C.P. (structural) LF 175 $ 65.00 $ 11,375.00 TOTAL DRAINAGE IMPROVEMENTS COST $ 62,375.00 ProbCost 11-B 1 EMERALD FOREST PHASE 11-8 PROBABLE CONSTRUCTION COST WATER IMPROVEMENTS NO. DESCRIPTION UNIT QTY. UNIT COST TOTAL COST 22 6" PVC C900 Non-Structural Fill LF 1050 $ 14.00 $ 14,700.00 23 6" PVC C900 Structural Fill LF 145 $ 19.00 $A 2,755.00 24 Std. Fire Hydrant Assembly EA 1 $ 2,500 .00 ,~$ J I 2,500.00 25 6" M.J. Gate Valve & Box EA 3 $ 1,200.0Q .. '$1 I 3,600.00 26 6" M.J. Plug EA 3 $ 290~0())1 $ I 750.00 28 6" -45° MJ Bend EA 2 r $400 1 $ / 800.00 32 6" x 6" MJ Cross EA 1 $ A '00.DQ ,$f 400.00 34 1" Water Service (double) LF 450 A$ J g{00 \$1 2,250.00 TOTAL WAT~ ~R\IE M N S 1\J ~ 27,755.00 14~ ~ (tv' SEWER IMPROVEMENTS NO. DESCRIPTION UNIT QTY. UNIT COST TOTAL COST 36 6" PVC (03034 SOR 26) non-struct1,Jral I l l UA I 21 0' $ 50.00 $ 38 4" Sewer Service / l !q/li 11;)4 $ 500.00 $ 39 Standard Manhole w/ LockingA'.~·oyer( A qA ) 1 $ 2,000.00 $ 40 Tie to Existing Manhole / V ~ qA i# 1 $ 755.00 $ 41 Standard Cleanout ,/'I () ) ,..1fl I HA 1 $800 $ bJ~ SEWER IMPROVEMENTS COST $ $ $ A ESTIMATED PROJECT COST , Contigency (15%) TOTAL PROJECT COST $ NOTES CONCERNING OPINIONS OF PROBABLE CONSTRUCTION COST Urban Design Group's (UDG) opinion.s~f probable construction cost provided for herein are made on the basis of our experience and qualifications and represent our best judgment as an experienced and qualified professional engineering firm generally familiar with the construction industry and applicable development regulations. However, since UDG has not obtained approval from the appropriate jurisdiction and UDG has no control over the cost of labor, materials, equipment, or services furnished by others, or over the Contractor's methods of determining prices, or over competitive bidding or market conditions, UDG cannot and does not guarantee that proposals, bids or actual construction cost will not vary from opinions of probable construction cost prepared by UDG. ProbCost 11-8 2 10,500.00 2,000.00 2,000.00 755.00 800.00 16,055.00 219,205.00 32 ,880.75 252 ,085.75 s.7.01 EMERALD FOREST PHASE 11-8 PROBABLE CONSTRUCTION COST Paving & Site Improvements NO. DESCRIPTION UNIT QTY. UNIT COST 1 Excavation CY 4250 $ 3.50 2 2" H.M.A.C SY 3900 $ 5.00 3 6" Flexible Base SY 4650 $ 8.00 4 Lime Treatment (6" depth) SY 4650 $ 3.00 5 Type 3 Reinforced Concrete Curb & Gutter SF 2250 $ 7.00 6 4" Reinforced Concrete Sidewalk SF 5000 $ 3.00 7 Reinf. Concrete Handicap Ramp EA 4 $ 500.00 8 Reinforced Concrete Valley Gutter SF 800 $ 4.00 9 Silt Fencing (Erosion Control) LF 2400 $ 1.25 TOTAL COST $ 14,875.00 $ 19,500.00 $ 37,200.00 $ 13,950.00 $ 15,750.00 $ 15,000.00 $ 2,000.00 $ 3,200.00 $ 3,000.00 TOTAL PAVING & SITE COST $ 124,475.00/ Alternate Paving & Site Improvements NO. DESCRIPTION UNIT QTY. UNIT COST TOTAL COST 1 Excavation (6" depth) CY 4250 $ 3.50 $ 14,875.00 2 5" H.M.A.C (Txdot item 340) SY 3900 $ 12.50 $ 48,750.00 3 6" Lime Stabilized subgrade SY 4650 $ 3.00 $ 13,950.00 5 Type 3 Reinforced Concrete Curb & Gutter LF 2245 $ 7.00 $ 15,715.00 6 4" Reinforced Concrete Sidewalk SF 5000 $ 3.00 $ 15,000.00 7 Reinf. Concrete Handicap Ramp EA 4 $ 500.00 $ 2,000.00 8 Reinforced Concrete Valley Gutter SF 800 $ 4.00 $ 3,200.00 9 Silt Fencing (Erosion Control) LF 2400 $ 1.25 $ 3,000.00 TOTAL PAVING & SITE COST $ 116,490.00 / DRAINAGE IMPROVEMENTS NO. DESCRIPTION UNIT QTY. UNIT COST 11 Connect to Existing Storm Sewer LS 1 $ 1,750.00 12 Standard 1 O' Inlet EA 2 $ 1,500.00 13 Standard 15' Radius Inlet EA 1 $ 2,000.00 13 12" RCP (structural) LF 30 $ 55.00 14 24" RCP (non structural) LF 710 $ 60.00 15 24" RCP (structural) LF 175 $ 65.00 TOTAL DRAINAGE IMPROVEMENTS COST ProbCost 11-B REV\EWED FOri C0fdPI i,. tdSE AU G 0 3 2001 COLLEG~8.r tv ENG\NEER\NG 1 TOTAL COST $ 1,750.00 $ 3,000.00 $ 2,000.00 $ 1,650.00 $ 42,600.00 $ 11,375.00 $62,375.00 / EMERALD FOREST PHASE 11-8 PROBABLE CONSTRUCTION COST WATER IMPROVEMENTS NO. DESCRIPTION UNIT QTY. UNIT COST TOTAL COST 22 6" PVC C900 Non-Structural Fill LF 1050 $ 14.00 $ 14,700.00 23 6" PVC C900 Structural Fill LF 145 $ 19.00 $ 2,755.00 24 Std. Fire Hydrant Assembly EA 1 $ 2,500.00 $ 2,500.00 25 6" M.J. Gate Valve & Box EA 3 $ 1,200.00 $ 3,600.00 26 6" MJ Plug EA 3 $ 250.00 $ 750.00 27 6" -22.5° Bend EA 2 $ 250.00 $ 500.00 28 6" -45° Bend EA 2 $ 400.00 $ 800.00 6" x 6" MJ Cross EA 1 $ 400.00 $ 400.00 29 2" Blowoff Assembly EA 1 $ 1,000.00 $ 1,000.00 30 Water Service LF 450 $ 5.00 $ 2,250.00 TOTAL WATER IMPROVEMENTS COST $ 29,255.00 SEWER IMPROVEMENTS NO. DESCRIPTION UNIT QTY. UNIT COST TOTAL COST 32 6" PVC (03034 SOR 26) non-structural LF 562 $ 50.00 $ 28,100.00 34 4" Sewer Service EA 4 $ 500.00 $ 2,000.00 35 Standard Manhole W/ Locking Cover EA 1 $ 2,000.00 $ 2,000.00 36 Tie to Existing Manhole EA 1 $ 755.00 $ 755.00 37 Standard Cleanout EA 3 $800 $ 2,400.00 TOTAL SEWER IMPROVEMENTS COST $ 35,255.00 ESTIMATED PROJECT COST $ 251 ,360.00 Contigency (15%) $ 37,704.00 TOTAL PROJECT COST $ 289,064.00 NOTES CONCERNING OPINIONS OF PROBABLE CONSTRUCTION COST Urban Design Group's (UDG) opinions of probable construction cost provided for herein are made on the basis of our experience and qualifications and represent our best judgment as an experienced and qualified professional engineering firm generally familiar with the construction industry and applicable development regulations. However, since UDG has not obtained approval from the appropriate jurisdiction and UDG has no control over the cost of labor, materials, equipment, or services furnished by others, or over the Contractor's methods of determining prices, or over competitive bidding or market conditions, UDG cannot and does not guarantee that proposals, bids or actual construction cost ProbCost 11-8 2 REVIEWED FOR ~ COl\/IP! 11), f\ICE AUG 0 7 2001 COLLEGE S; n 11u1\J ENGINEERING