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SCHULTZ ENGINEERING, LLC. 2730 Longmire Drive, Suite A College Station, Texas 77845 Firm No.12327 Castlegate II Subdivision Section 202 Common Areas A&B - Sidewalk Improvements Engineer's Estimate of Construction Item Description p Unit Estimated uanti Unit Price Total 'General Items. 1 Mobilization, Overhead and Construction Staking LS 1 $ 750.00 $ 750.00 2 Topsoil Removal and Replacement, complete in place LS 1 $ 800.00 $ 800.00 3 Site Preparation, complete in place LS 1 $ 500.00 $ 500.00 4 Erosion & Sediment Control - SWPPP Implementation & Maintenance, Silt Fence, Construction Exit, Rock Filter Dam, etc., complete in place LS t $ 600.OU $ 600.00 5 Hydroseed and Hydromulch, complete in place SY 5,300 $ 0.50 $ 2,650.00 6 Excavation & Grading, complete in place LS I $ 1,500.00 $ 1,500.00 7 8" Drain Pipe, Complete in Place LF 48 $ 12.00 $ 576.00 8 Concrete Sidewalk & Ramps - 4" thick, complete in place & WS Phillips Sidewalk SF 9,360 $ 3.40 $ 3I,892.00 9 ADA Ramps - Detectable Warning Surfaces, complete in place EA t $ 500.00 $ 500.00 TOTAL CONSTRUCTION $ 39,768.00 F-1232T SCHU4TZ..ENGINEMING, LLC. Page 1 of 1 VJ SCHULTZ ENGINEERING, LLC. 2730 Longmire Drive, Suite A College Station, Texas 77845 Firm No.12327 Castlegate II Subdivision Section 202 Common Areas A&B - Sidewalk Improvements Engineer's Estimate of Construction Item on Descri ti P Unit Estimated uanti Unit Price Total General Items 1 Mobilization, Overhead and Construction Staking LS 1 $ 750.00 $ 750.00 2 Topsoil Removal and Replacement, complete in place LS 1 $ 800.00 $ 800,00 3 Site Preparation, complete in place LS 1 $ 500.00 $ 500.00 4 Erosion & Sediment Control - SWPPP Implementation & Maintenance, Silt Fence, Construction Exit, Rock Filter Dam, etc., complete in place LS I $ 600.00 $ 600.00 5 Hydroseed and Hydromulch, complete in place SY 5,300 $ 0.50 $ 2,650.00 6 Excavation & Grading, complete in place LS 1 $ 1,500.00 $ 1,500.00 7 8" Drain Pipe, Complete in Place LF 48 $ 12.00 $ 576.00 8 Concrete Sidewalk & Ramps - 4" thick, complete in place & WS Phillips Sidewalk SF 9,380 $ 3.40 $ 31,892.00 9 ADA Ramps - Detectable Warning Surfaces, complete in place EA 1 $ 500.00 $ 500.00 TOTAL CONSTRUCTION $ 39,768.00 F-12327 SCHULTZ ENGINEERING, LLC. Page 1 of 1 11/28/2012 09:17 FAX 9796901041 CASTLEGATE 1� 002/003 PHILLIPS ENGINEERING 4490 Castlegate Drive, College Station, Texas 77845 (979) 690.3141 CASTLEGATE II SUBDIVISION, SECTION 202 PRELIMINARY ENGINEER'S ESTIMATE April 19, 2012 Item Description I ^Est, I Unit I Unit Price Total Streetc and Rifawnr4 1 Excavation/Grading Streets (estimated 4000 cut) 1 LS 8,000.00 8,000 2 Mixing & Compaction of Subgtade - 6" depth 8,001 SY 1.75 14,002 3 Hydrated Lime (6" @ 27 lb/sy) IN TON 170.00 18,360 4 Base Material - 6" depth 5,747 SY 9.00 51,723 5 Asphalt Paving, Type D - 2" depth 5,747 SY 10.00 57,470 6 _ Concrete Curb and Gutter (all types) 4,188 LF 10.00 41,880 7 Concrete Apron- 6" depth 5,337 SF 4.00 21,348 8 4" Concrete Sidewalk 11,529 SF 2.00 23,058 9 Roadway signs 10 EA 200.00 L 2,000 10 End of Road Signs 12 EA 200.00 2,400 Subtotal- Streetsl $240,241 Storm Drainnae SvOem 11 18" RCP, Profile Gasket - Structural Backfill 378 LF 35,00 131230 12 24" RCP, Profile Gasket - Structural Backfit] 299 LF 39.00 11,661 13 30" RCP, Profile Gasket - Structural Backfill 109 LF 44.00 4,796 14 18" HPDE Structural Backfill 35 LF 24.00 840 15 24" HPDE Structural Backfill LF 27.00 9,828 16 _ _ 4' x 4' June6on Box v 4 EA 1,800.00 7,200 17 5' Recessed Inlet 5 EA 2,200.00 11,000 18 10' Recessed Inlet 6 EA 21500.00 15,000 19 Construction Exit 1 EA 750.00 750 20 Inlet Protection 6 EA 100.00 600 21 Broadcast Seeding (ROW & berms) _ 9,000 SY 0.25 2,250 22 TV Inspection 1,185 LF 1.50 1,778 Subtotal - Storm Drainage $78,933 Water Svstem 25 12" Water PVC CL200 (C900), CL200, Structural Backfill 372 LF 22.00 8,184 23 8" Water PVC CL200 (C900), CL200, Stmctuml Backfill 310 LF 18.00 5,580 24 6" Water PVC CL200 (C900), CL200, Structural Backfill 1,437 LF 16.00 22,992 26 Fire Hydrant Assembly (incl. 6"x6" tee, valve, bend & hydrant) 2 EA 2,400.00 4,800 26 12" X 6" M.J. Tee 1 EA 400,00 400 27 8" X 6" M.J. Cross I I EA 400.00 400 28 12" M.J. Gate Valve I EA 1,250.00 1,250 29 8" M.J. Gate Valve 1 EA 900.00 900 30 6" M.J. Gate Valve 3 EA 600.00 1,800 31 4" Blowoff Valve 2 EA 1,100.00 2,200 32 2" Blowoff Valve 2 EA 1,100.00 2,200 33 Water Service, Long Side 12 EA 1,000,00 12,000 34 Water Service, Short Side I EA 500.00 5,500 Subtotal - Water l $60,022 I of 2 11/28/2012 09:17 FAY 9796901041 CASTLEGATE Z 003/003 PHILLIPS ENGINEERING 4490 Castlegate Drive, College Station, Texas 77845 (979) 690-3141 CASTLEGATE II SUBDIVISION, SECTION 202 PRELIMINARY ENGINEER'S ESTIMATE April 19, 2012 No. .,..,...�,.... Wastewater System_ 35 8" Sewer SDR 26 D-3034 Structural Backfill 36 4' Manholes - 6.01' - 8.00' Depth 37 '4" Sewer Service, Long Side 38 4" Sewer Service, Short Side 39 TV Inspection Est luanlity Unit Unit Price Total I8.501 27,140 1,467 LF 5 EA 1,600.001 8,000 9 EA 750.001 6750 10 EA 350.00 3500 1,467 LF 1,50 2,201 Subtotal - Sewer. $47,590 Electrical System 40 Light Poles 4 LF 1,300.W 5,200 41 2" Conduit 1,750 1 LF 4.00, 7,000 42 !1"Conduit 1,400 . LF 3.00 4,200 Subtotal - Electrical) $16,400 ESTIMATED CONSTRUCTION COST $443,185 # of Lots 38 Cost per lot $11,663 2 of 2 PHILLIPS ENGINEERING 4490 Castlegate Drive, College Station, Texas 77845 (979) 690-3141 CASTLEGATE II SUBDIVISION, SECTION 202 ENGINEER'S ESTIMATE May 10, 2012 Item Description I ^Est. I Unit I Unit Price Total Streets and Sitework 1 Excavation/Grading Streets (estimated 4000 cut) 1 LS 8,000.00 8,000 2 Mixing & Compaction of Subgmde - 6" depth 8,001 SY 1.75 14,002 3 Hydrated Lime (6" @ 27 lb/sy) 108 TON 170.00 18,360 4 Base Material - 6" depth 5,747 SY 9.00 51,723 5 Asphalt Paving, Type D - 2" depth 5,747 SY 10.00 57,470 6 Concrete Curb and Gutter (all types) 4,188 LF 10.00 41,880 7 Concrete Apron- 6" depth 5,337 SF 4.00 21,348 8 4" Concrete Sidewalk 11,529 SF 2.00 23,058 9 Roadway signs 10 EA 200.00 2,000 10 lEnd of Road Signs 12 EA 200.00 2,400 Subtotal- Streets) $240,241 Storm Drainage System 11 18" RCP, Profile Gasket - Structural Backfill 378 LF 35.00 13,230 12 24" RCP, Profile Gasket - Structural Backfill 299 LF 39.00 11,661 13 30" RCP, Profile Gasket - Structural Backfill 109 LF 44.00 4,796 14 18" HPDE Structural Backfill 35 LF 24.00 840 15 24" HPDE Structural Backfill 364 LF 27.00 9,828 16 4' x 4' Junction Box 4 EA 1,800.00 7,200 17 5' Recessed Inlet 5 EA 2,200.00 11,000 18 10' Recessed Inlet 6 EA 2,500.00 15,000 19 Construction Exit 1 EA 750.00 750 20 Inlet Protection 6 EA 100.00 600 21 Broadcast Seeding (ROW & berms) 9,000 SY 0.25 2,250 22 TVInspection 1,185 LF 1.50 1,778 Subtotal - Storm Drainage I $78,933 Water System 25 12" Water PVC CL200 (C900), CL200, Structural Backfill 372 LF 22.00 8,184 23 8" Water PVC CL200 (C900), CL200, Structural Backfill 310 LF 18.00 5,580 24 6" Water PVC CL200 (C900), CL200, Structural Backfill 1,437 LF 16.00 22,992 26 Fire Hydrant Assembly (incl. 6"x6" tee, valve, bend & hydrant) 2 EA 2,400.00 4,800 26 12" X 6" M.J. Tee 1 EA 400.00 400 27 8" X 6" M.J. Cross 1 EA 400.00 400 28 12" M.J. Gate Valve XZ EA 1,250.00 1,250 29 8" M.J. Gate Valve 1 EA 900.00 900 30 6" M.J. Gate Valve 3 EA 600.00 1,800 31 8"x 45 deg. M.J. Bend 2 EA 200.00 400 32 4" Blowoff Valve 2 EA 1,100.00 2,200 33 2" Blowoff Valve 2 EA 1,100.00 2,200 34 Water Service, Long Side 12 EA 1,000.00 12,000 35 1 Water Service, Short Side 11 EA 500.00 5,500 Subtotal - Water $60,422 1 of PHILLIPS ENGINEERING 4490 Castlegate Drive, College Station, Texas 77845 (979) 690-3141 CASTLEGATE H SUBDIVISION, SECTION 202 ENGINEER'S ESTIMATE May 10, 2012 Item I Description I ^_Est` I Unit I Uait Price I Total Wastewater Svstem 36 8" Sewer SDR 26 D-3034 Structural Backfill 11467 LF 18.50 27,140 37 4' Manholes - 6.01' - 8.00' Depth 5 EA 1,600.00 8,000 38 4" Sewer Service, Long Side 9 EA 750.00 6750 39 4" Sewer Service, Short Side 10 EA 350.00 3500 40 TV Inspection 1,467 LF 1.50 2,201 Subtotal - Sewer $47,590 Electrical System 41 Light Poles '4- $ LF 1,300.00 5,200 42 2" Conduit 1,750 LF 4.00 7,000 43 1" Conduit 1,400 LF 3.00 4,200 Subtotal - Electrical $16,400 IMATED CONSTRUCTION COST $443,585 2 of 2