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Resolution - 2014-R0354 - Amendment To Agreement - Parkhill, Smith, & Cooper - 10/09/2014
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LAKESHORE DR. ROANOKE, TX 762_62 RANSOM CANYON, TX 79366 .Ur11D IUnit 1 P-140, Contractor Mobilization (8% max) 1 LS $518,624.32 $518,624.32 5525,000.00 $525,000.00 $901,625.31 $901,625.31 2 Item P-101, Remove and Dispose of P-501, 13 to 15 -inch Thickness, and P-304, 0 -Inch Thickness 23,770 SY $25.00 $594,250.00 S25.D0 $594,250.00 $48.08 $1,142,861.60 3. Item P-101, Remove and Dispose of P-501, 13 to 15 -inch Thickness 1,250 SY $40.00 $50.000.00 525.00 $31,250.00 $90.00 $112,500.00 q' Item P-101, Remove and Dispose of P-501, 7 -inch Thickness, and P-304, 6 -inch Thickness 3,990 SY $22.00 $87.780.00 S14.501 $57,855.00 $13.50 $53,865.00 5' Item P-101, Remove and Dispose of Bituminous Surface, 2 -inch Thickness, and Bituminous Base, 4 -Inch Thickness 2.290 SY S12.00 $27,480.00 $8.40 519,236.00 $4.84 $11,083.60 Item P-101, Remove and Dispose of Bituminous Surface, 2 -inch Thickness, and 6 Bituminous Base, 8 -inch Thickness 1860 SY $15.00 $27,900.00 514.50 $26,970.D0 518.08 $33,628.80 7 Item P-101, Concrete Spall Repair Including Surface Preparation and Repair Material 180 SF $20.00 $3,600.00 580.00 $14,400.00 $106.58 $19,184.40 8. Item P-101, Concrete Crack Seal Including Surface Preparation and Repair Material 3,000 LF S5.00 $15,000.00 S55.001 $165,000.00 $55.00 $165,000.00 9. Item P-101, Repair Cracks in Asphalt Pavement, cracks between 1/8" to 1" (labor only) 7,570 LF $2.50 $18,925.00 $2.80 S21,196.DD $2.77 $20,968.90 Item P-101, Repair Cracks In Asphalt Pavement, cracks greater than 1" (including 10. material, labor, fabric barrier, in -lay asphalt, etc.) 2530 LF, 520.00 $50,600.00 woo $126.50000 $3072 $77,721.60 11. Item P-101, Rubber Removal 3,000 SY S1.50 $4,500.00 S3.00 $9,000.00 $3.86 511,580.00 12. Item P-101, Remove and Dispose of Culvert, Headwall and associated items 1 LS $5,000.00 $5,000.00 $3,000.00 $3,000.00 $5,500.00 S5,500.DD 13. Item P-101, Demolish Electrical Manhole 3 EA $1,500.00 S4,5D0.00 51,500.00 $4,500.00 $1,650.00 $4,950.00 14. Item P-152, Excavation and stockpile of material to be reinstalled by Contractor 8,080 CY $8.00 564,640.00 $8.00 564,640.00 $3.88 $31,350.40 15. Item P-152, Excavation and haul -off material by Contractor 8,310 CY $1200 $99,720.00 $20.00 $166,200.00 $7.51 562,408.10 16 Item P-152, Excavation for undercutting of unsuitable material (Including obtaining and CY Installing suitable borrow material) 1,000 $25.00 $25,000.00 S26.D0 S26,000.00 537.50 537,5011.00 Item P-152 Grading and Subgrade Preparation Under Areas to be Paved (one 6 -inch lift 17. using In place material) 25950 SY. S2.00 $51,900.00 51.40 536,330.00 $1.50 $38,925.00 Item P-152 Grading and Subgrade Preparation Under Areas to be Paved (one 6 -inch lift 18 usingstockpiled material 24.230 SY $3.00 572,690.00 $2.10 $50,883.00 $0.94 $22,776.20 19. Item P-152, Grading and Topsoil in Unpaved Areas 120,000 SY S1.25 $150,000.00 $0.75 $90,000.00 $0.72 $86,400.00 20. Item P-153, Controlled Low Strength Material for Shoulder Backfill 360 CY $75.00 $27,000.00 $175.00 563,000.00 $150.00 $54,000.00 21. Item P-155, Ume Treated Subgrade, excluding lime (6 -inch Thickness using stockpiled 25950 SY, material S4.25 $110,287.50 56.00 $155,700.00 $58.73 $1,524,043.50 22. Item P-155, Ume used in LTSG 440 TON 5250.00 S110,D00.00 $17500 $77.000.00 $18757 $82,530.80 23. Item P-156, Temporary Air and Water Pollution, Sal Erosion and Siltation Control 1 LS $25,000.00 525,000.00 S50,000.00 $50.000.00 $5,775.00 $5,775.00 24. Item P-209, Crushed Aggregate Base Course (6 -inch Thickness) 220 SY $3000 $6.60000 550.00 511,000.00 $50.00 $11.00000 LBB - Runway 17R -35L page 2 June 26, 2014 Detailed Bid Tab EOPC DUININCK, INC. ALLEN BUTLER CONST. INC. 4701 N. HIGHWAY 377 24 S. LAKESHORE DR. ROANOKE, TX 76262 RANSOM CANYON, TX 79366 Urdt< Unit Unit ftemh -OWWWpa Quanft Unit PrIlm AmoLu& Price Amount Price Amount: 25, Item P-209, Crushed A ate Base Course 10 -Inch Thicknessl 1,510 SY T3-0.001 545,300.--.._ S4000 $60,400.00 $50.00 575,500.00 26. Item P-304, Cement Treated Base Course, (6 -Inch Thickness two 3 -inch lifts) 24,230 SY $22.00 $533.060.00 $19.00 5460,370.00 $110.74 $2.683,230.20 27, Item P401, Plant Mix Bituminous Pavements (4 -inch Thickness two 2 -inch lifts) 5,350 TON $145.00 S775,750.00 $147.00 $786,450.00 $122.80 $656,980.00:' 28. Item P401, Plant Mix Bituminous Pavements (6 -inch Thickness two 3 -inch lifts) 1,610 TON $145.00 S233,450.00 S160.001 $257,600.00 $124Z81 $200,734.80 29. Item P401, Plant Mix Bituminous Pavements (3% Bonus) 1 LS $30,276.00 S30,276.00 $31,321.50 $31,321.50 $25,731.34 $25,731.34 Item P-501, Portland Cement Concrete Pavement (&inch Thickness including additional 30. milling as necessary) 135 SY S150.00 $20,250.00 $175.00 $23,625.00 S90.00 $12,150.00 31. Item P-501, Portland Cement Concrete Pavement (9 -Inch Thickness) 215 SY $75.00 516,125.00 5100.00 $21,500.00 $56.79 512,209.85 32. Item P-501, Portland Cement Concrete Pavement (131ol5-inch Thickness) 1,250 SY S75.00 593,750.00 $115,00 5143,750.00 $83.70 $104,625.00 33. Item P-501, Portland Cement Concrete Pavement (16 -inch Thickness) 23,770 SY $65.00 $1,545,050.00 $75.00 $1,782,750.00 568.31 $1,823,728.70 34. Item P-501, Portland Cement Concrete Pavement 6% Bonus 1 LS $99.76800 $99,768.00 $118,297.50 $118,297.50 5105,162.81 $105,162.81 35. Item P-602, Bituminous Prime Coal, including herbicidal treatment 9,300 GAL $600 $55,800.00 $5.75 $53,475.00 $4.98 $46,314.00 P-605, Joint Sealing Filler, Clean and seal joints in existing concrete Keel section 36 (Item including labor and materials) 6,420 LF $2.50 S16,050.Do 52.10 $13,482.00 $1.84 $11,812.80 37 Item P-605, Joint Sealing Filler, Material Used in Sealing Cracks in Existing Bituminous 330 GAL Pavement 515.00 $4.950.00 50.10 $33.00 $0.01 53.63 38. Item P-620, Obliteration of Temporary Runway and Taxiway Painting 44,000 SF $0.75 $33,000.00 50.75 $33,000.00 50.88 $38,720.0011 39. Item P-620, Obliteration of Permanent Runway and Taxiway Painting 118,450 SF 50.75 588,837.50 $1.10 $130,295.00 $1.05 $124,372.50 40. Item P-620, Temporary Runway and Taxiway Painting 30,600 SF $100 530',600.00 $0.45 $13,770.00 50.72 $22,032.00 41. (Item P-620, Permanent Runway and Taxiway Painting 113,300 SF $200 $226,600.00 $0.45 $50.985.00 $1.21 $137,093.00 42. Item P-621, Sawcut Grooving 19,000 SY S2.001 $38,000.00 $1.65 $31,350.00 $1.98 $37,620.00 43 Item P-631, Refined Coal Tar Emulsion with Additives, Slurry Seal Surface Treatment SY (two coats as specified) 12,260 $2.25 $27,585.00 $2.85 534,941.00 52.53 $31,017.80 44. Item 0.705, Underlram system (including piping, fittings, protective sleeve, cleanouts, 4,570 LF backfill, and restoration of trench) $40.00 $182,800,00 S41.001 $187,370.00 $86.94 $397,315.80 45. Item 0-705, Underdrain discharge line 370 LF $25.00 59,250.00 $40.00 $14,800.00 560.50 $22,385.00 46. Item D-705, Tie Into electrical system 6 EA $2.000.00. S12,000.00 $550.00 $3,300.00 $1,100.00 $6,600.00 47. Item D-751, Precast manhole infiltration structure 2 EA $12,000.00 $24,000.00 S10,DDO.00 $20,000.00 $7,700.00 $115.400.00 48. Item T-901, Soil Preparation, compost, seeding and fertilizing 25 AC $7 500 DO $187,500.00 $2,500.00 562,500.00'. $4,620.00 $115,500.00 49 Item L-108, Bare No. 6 AWG shield wire, installed in trench or dud bank, including 620 LF ground rods and exothermic bonds $1.00 5620.00 51.40 $868.00 $1.05 $651.00 50. Item L-108, Remove No. 8 AWG, Type C, 5KV L -824C cable including trench and 620 LF conduit 510.15 $5.50 $3,410.00 $2.15 $1,333.00 51. Item L-108, No. 8 AWG, Type C, 5KV L- 824C cable including trench and conduit 620 LF $10.15 _$6,293.0.0 S6,293.00'.. $15.00 $9,300.00 $1.10 $682.00 52. Item L-116, Remove and Salvage Edge Light to Owner (Including Removing and Disposing Base) 24 $45.00 $1,080.00 $55.00 51,320.00 549.50 $1,188.00 53. Item L-116, Remove and Salvage airfield sign to Owner (Including Removing and 4 EA Disposing Base) $1,000.00 54,000.00 $400.00 $1.600.001 $71.501 $286.00 LBB - Runway 17R.35L Page Detailed Bid Tab 9 June 26, 2014 EOPC DUININCK, INC. ALLEN BUTLER CONST. INC. 4701 N. HIGHWAY 377 24 S. LAKESHORE DR. ROANOKE, TX 76262 RANSOM CANYON, TX 79366 Unit i U ng �#IN Item No.,- Qua Unit Price Anwar& 1z Amount. err P - Amount Item L-125, Install Salvaged Medium Intensity Taxiway Light, base plate and transformer 54. on new L-867 Base Can, including connection to new grounding rod and connection to 2 E4 existing ground wire 51,200 00 $2,40000 5900.001 $1.80000 5687.50 $1,37500 Item L-125, New L-850 Fixture including new L-830-6 (200W) Transformer and PVC 55. transformer support, on new L-868 Base Can including connection to new grounding rod 1 EA and existing ground wire 52,500.00 $2,500.00 $4,400.00 $440000 $2,049.30 $2.049.30 56. Item L-125, Install Centertine/rDZ Light Cans (Including Connect Conduit. to Existing Conduit and connect to new grounding rod and existing ground wire) 66 EA $1,500.00 $99,000.00 52,100.00 5138,600.00 $1,505.24 $99,345.84 i Item L-125, New L-862 Threshold Fixture with new L-867 Base Can including new base 57. plate with ground lab, L-830.6 (200W) Transformer and PVC transformer support. 8 EA Connect to new grounding rod and existing ground wire. 57,200.00. $9,600.00 51,500.00 $12,000.DO $781.00 S6,248.00 58. Item MC, Nonwoven Geolextile Interlayer (Including anchors) 25,180 SY $3.00 $75,540.00 $3.00 575,540.00 $2.50 $62,950.00 59. Item MC, Pavement patch / pothole repair 250 SY $125.00 $31,250.00 565.00 $16.250.00 $100.00 $25,000.00 60. kItem MC, Install new Pavement Sensor 1 LS 510,000.00 $10,000.00 $16,000.00 $16.000.00 $12,322.09 $12,322.09 61 'Item MC, Provide and Install Temporary PAP] and REIL (Including equipment, power, removal and site restoration) 1 LS $20,000.00 $20,000.00 $36,000.00 $36,000.00 $31,625.00 $31,625.00 62. Item MC, Miscellaneous Items Associated with Temporary Relocated Threshold 1 LS 575,000 00 $75,000.00 328,000.00 528.000.00 364,223.50 $64,223.50 I TOTAL FOR BASE BID 1 1 $6,824,324.32 $7,069,363.00 $11,332,696.17 LBB - Rumvay 17R -35L A40 4 June 26, 2014 Detailed Bid Tab EOPCI DUININCK, INC. I ALLEN BUTLER CONST. INC. 4701 N. HIGHWAY 377 fl 24 S. LAKESHORE DR. ROANOKE, TX 76262 RANSOM CANYON, TX 70366 ALRfRNATF I :47TYRTMIPT iov.FN11 _ _ - - .. Al -1. Item P-140, Contractor Mobilization 8% max) - 1 LS 5479,901.92 5479,901.92 $400,000.00 $400,000.00 $407,404.26 $407,404.26 A1-2. Item P-101, Remove and Dispose of P-501, 13 to 15 -inch Thickness, and P-304, t8 -inch Thickness 22,070 SY $25.00 S551,750.00 $20.00 5441,400.00 $17.28 S381,369.60 A1-3. Item P-101, Remove and Dispose of P-501, 13 to 15 -inch Thickness 1,060 i SY $28.00 S29,680.DD $25.00 $26,500 S90.D0 $95,400,00 A1-4. Item P-101, Remove and Dispose of Bituminous Surface, 2 -inch Thickness, and Bituminous Base, 4 -inch Thickness 2,190 SV 1 $12.00 S26,280.D0 S8401 $18,396.00 $3,131 S6,854.70 A1-5. Item P-101, Remove and Dispose of Bituminous Surface, 2 -inch Thickness, and Bituminous Base, 8 -Inch Thickness 1,000 SY $15.00 $15,000,00 $14.50 $14,500.00 $23.93 $23,930.00 A1-6. Item P-101, Concrete Spall Repair Including Surface Preparation and Repair Material 160 SF 5150.00 $24,000.00 $80.00 $12,800.00 $106.58 $17,052.80 A1-7. Item P-101, Concrete Crack Seat Including Surface Preparation and Repair Material 150 LF $5.00 $750.00 $55.00 $8,250.00 $55.00 $8,250.00 A1-8. Item P-101, Repair Cracks in Asphalt Pavement, cracks between 1/8" to 1" (labor only) 7,020 LF 52.50 $17,550.00 $2.80 $19,65600 $2.77 $19,445,40 A1-9, Item P-101, Repair Cracks in Asphalt Pavement, cracks greater than 1" (including material, labor, fabric barrier, inlay asphalt, etc.) 2,340 LF 52.50 $5,850.00 $50.D0 5117,000.00 $20.65 $48,321.00 AI -10. Item P-101, Rubber Removal 11,500 SY $1.50 517,250.00 $3.00 S34,5o0.00 $3.19 $36,685.00 At -11. item P-152, Excavation and stockpile of material to be reinstalled by Contractor 7,700 CY $8.00 561,600.00 $8.00. $61,600.00 $3.75 $28,875.00 AI -12. Item P-152, Excavation and haul -off material by Contractor 3,220 CY $12.00 $38,640.00 $20.001 $64,40000 $6.97 $22,443.40 Al -13. Item P-152, Excavation for undercuttIng of unsuitable malarial (including obtaining and installing suitable borrow material) 1,000 CY $25.00 525,000.00 525.00 $25,000.00 $37.50. $37,500.00 A1-14. Item P-152 Grading and Subgrade Preparation Under Areas to be Paved (one 6 -inch lift using in place material) 23,510 SY $2.00 547,020.00 VAD $32,914.00 $1.50 $35,265.00 Al -15. Item P-152 Grading and Subgrade Preparation Under Areas to be Paved (one 6 -inch lift using stockpiled material) 22,510 SY $3.00 $67,530.00 $2.10 $47.27100 $0.95 $21,384.50 Al -16. Item P-152, Grading and Topsoil In Unpaved Areas 98,150 SY S1.25 $122,687.50 $0.75 573,612.50 $0.72 $70,668.00 Al -17. item P-153, Controlled Law S Lrength Material for Shoulder Backfill 310 CY $75.00 $23;250.00 $175.00 $54,250.00 5150.00 $46,500.00 Al -18. Item P-155, Lime Treated Subgrade, excluding time (6 -inches Thickness using stockpiled material) 22,510 SY $4.25 $95,667.50 $6.00 $135,060.00 $5.68 $127,856.80 Al -19. Item P-155, Lime used in LTSG 380 TON $250.00 $95,000.00 $175.00 $66,500.00 $187.57 $71,276.60 Al -20. Item P-156, Temporary Air and Water Pollution, Soil Erosion and Siltation Control 1 LS $25,000.00 $25,000.00 $15,000.00' $15,000.00 $5,307.50 $5,307.50 At -21.. Item P-209, Crushed Aggregate Base Course (6 -inch Thickness) 1,010 SY $30.00 $30,300.00 S40.001 $40,400.00 550.00 $50,500.00 A1-22. Item P-304, Cement Treated Base Course, (6 -inch Thickness) 22,510 SY S22.00 S495,220.00 $18.00 $405,18000 $28.22 5635,232.20 A1-23. Item P401, Plant Mix Bituminous Pavements (4 -inch thickness, two 2 -inch lifts) 4,970 TON 5145.00 5720,650.00 5137.50 $683,37500 5123.67 $614,639.90 A1-24. Item P401, Plant Mix Bituminous Pavements (6 -inch thickness, two 3 -inch lifts)) 1,052 TON S145.00 5152,540.00 5760.00 $168,320.00 $120.78 $127,060.56 A1-25. .Item P401, Plant Mix Bituminous Pavements (3% Bonus) 1 LS $17,463.80 $17,463.80 $25,550.85 $25,550.85. $22,251.01 $22,251.01 A1-26. Item P-501, Portland Cement Concrete Pavement (16 -inch Thickness 22,070 SY $75.00 $1,655,250.00 $67.501 $1,489,725.00 $68.31 51,507,601.70 Al -27. Item P-501, Portland Cement Concrete Pavement (14 -inch Thickness) 1,060 SY S65.00 $68,900.00 $115.00 $121,900.00 $83.70 588,722.00 At -28. Item P-501, Portland Cement Concrete Pavement (84nch Thickness including additional milling as necessary) 75 SY $65.00 $4,875.00 $160.00 $12,000.00 $56.791 $4,259.25 1-88 - Runway 17R -35L aagr 5 June 26, 2014 Detailed Bid Tab EOPC DUININCK, INC. 4701 N. HIGHWAY 377 ROANOKE, TX 76262 ALLEN BUTLER CONST. INC. 24 S. LAKESHORE DR. RANSOM CANYON, TX 79366 Ipliii7 No. _ DV --r Unit Urdt Price Amount UO* Price Amount. Ur* Plica Amount, A1-29. .Item P-501, Portland Cement Concrete Pavement 9 -inch Thickness) tLS-- SY $125.00 $125,000.00 $75.00 $75,000.00 $56.79 $56,790.00 Al -30. Item P-501, Portland Cement Concrete Pavement, 6% Bonus $111,241.50 $111,241.50 $101,917.50 $101,917.50 $99,442.38 $99,442.38 Al -31. Item P-602, Bituminous Prime Coat, Including herbicidal treatment 6,800 GAL $6.00 $40,800.00 $5.75 $39,100.00 $5.16 $35,088.00 A1-32. Item P-605, Joint Sealing Filler, Clean and seal joints in existing concrete Keel section (Includft labor and materials) 10,900 LF $2.50 $27,250.00 $2.00 $21,800.00 $1.84 $2005600 A1-33. Item P-605, Joint Sealing Filler, Material Used In Sealing Cracks in Existing Bituminous Pavement 310 GAL $15.00 $4,650.00 $0.10 $31.00 $0.01 $3.10 A1-34.. I Item P-620, Obliteration of Temporary Runway and Taxiway Painting 40,000 SF $0.75 $30,000.00 $0.75 $30,000.00 $0.88 $35,200.00 A1-35. Item P-620, Obliteration of Permanent Runway and Taxiway Painting 123,340 SF SO.751 $92,505.00 $1.10 $135,674.00 $1.05 $129,507.00 A1-36. Item P-620, Temporary Runway and Taxiway Painting 26.460 SF $1.00 $26,460.00 $0.45 511,907.00 $0721 $19,051.20 A1-37. Item P-620,. Permanent Runway and Taxiway Painting 87,550 SF 51.50 5131,325.00 50.45 $39,397.50 $1.21 $105,935.50 Al -38. Item P-621, Sawcul Grooving 17,540 SY 52.00 $35,08000 $1.55 $27,187.00 51.98 $34,729.20 A1-39. Item P-631, Refined Coal Tar Emulsion with Additives, Slurry Seal Surface Treatment for 2 -coats stem 10,830 SY $2.25 $24,367.50 $2.60 $28,158.00 $2.53 $27,399.90 A140. Item 0.705, Underdrain system (including piping, fillings, protective sleeve, cleanouts, backfill, and restoration of trench) 3,970 LF $40.00 $158,800.00 $36.00 $142,920.00 586.94 _ $345,151.80 A141. Iltem D-705, Tie Into electrical system 2 FA $2,000.00 $4,000.00 $550.00 $1,100.00 $1,100.00. $2.200.00 Al -42. 1 Item T-901, Soil Preparation, compost, seeding and fertilizing 20 AC $7,500.00 $150.000.00 52,500.00 $50,000.00 $4,620.00 $92,400.00 A143. Item L-108, Bare No. 6 AWG shield wire, Installed in trench or duct bank, including ground rods and exothermic bonds 400 LF 51.00 $400.00 51.40 $560.00 $1.05 $420.00 A144. Item L-1 D8, Remove No. 8 AWG, Type C, 5KV L -824C cable including trench and conduit 400 LF $10.15 $4,060.00 S5.501 $2.20000 $2.15 $860.00 A1-45. Item L-108, No. 8 AWG, Type C, 5KV L -824C cable includim trench and conduit 400 LF 510.15 $4,060.00 $15.00 $6,000.00 $1.10 $440.00 A146. Item L-125, Install L-866 Centertine/TDZ Light Cans (Including Connect Conduit to Existing Conduit and connect to new grounding rod and existing ground wire) 115 FA $1,500.00 $172,500.00 52,100.00 $241,500.00 $1,505.24 $173,102.60 A1-47. New L-850 Fixture, including New L-830-6 (200W) Transformer and transformer support, on new L-868 Base Can including connection to new grounding rod and existing ground wire 1 FA 52,500.00 $2,500.00 $4,400.00 S4.4D0.00 $2,049.30 52,049.30 A148. I Item MC, Nonwoven Geotexlile Interlayer (including anchors) 23,360 SY $3.00 570,080.00 $3.00 $70,080.00 $2.50 $58,400.00 A149. Item MC, Miscellaneous Items Associated with Temporary_Relocated Threshold 1 LS $75,000.00 $75,000.00 $10,000.00 $10,000.00 $64,267.50 $64,267.50 A1-50. Item MC, Pavement patch / pothole repair 250 SY $125.00 $31,250.00 $55.00 $13,750.00 $100.00 $25,000.00 Al -51. Item MC, Provide and Install Temporary PAR and REIL (including equipment, power, removal and site restoration) 1 LS $20,000.00 $20,000.00 525,000.00 $25,000.001 $31.625.001 $31,625.00 TOTAL FOR ALTERNATE 1 $6,266,934.72 $5,692,742.36 $5,921,174.66 LBB - Runway 17R -35L rage 6 June 26, 2014 Detalled Bid Tab EOPC DUININCK, INC. ALLEN BUTLER CONST. INC. 4701 N. HIGHWAY 377 24 S. LAKESHORE DR. ROANOKE, TX 76262 1 RANSOM CANYON, TX 79366 ACTFRNATF �l..r•`.CIDLRTR104T'LrJ FNA A2-1. Item P-140, Contractor Mobilization (8% max) 1 LS $719,402.00 $719,402.00 $650,000.00 5650,000.00 $770,000.00 $770,000.00 A2-2. Item P-101, Remove and Dispose of P-501, 13 to 15 -inch Thickness 39,760 SY $25.00 $994,000.00 $1600 5636,160.00 $22.16 5881,081.60 A2-3. Item P-101, Remove and Dispose of Bituminous Base Course (variable Thickness layer) 8,800 CY $28.00 $246,400.00 $2300 5202,400.00 $600 $52,80000 A2-4. Item P-101, Remove and Dispose of Bituminous Surface, 2 -inch Thickness, and Bituminous Base, 4 -inch Thickness 3,610 1 SY 512.00 $43,32000 S840 $30.32400 $346 $12,49060 A2-5. Item P-101, Remove and Dispose of Bituminous Surface, 2 -inch Thickness, and Bituminous Base, 8 -inch Thickness 1,640 SY 515.00 $24,600.00 514.50 523,780.00 $25.40 $41,656.00 A2-6. Item P-101, Concrete Spall Repair Including Surface Preparation and Repair Material 20 SF $150.00 $3,000.00 585.00 $1,700.00 5106.58 52,131.60 A2-7. Item P-101, Concrete Crack Seal including surface preparation and Repair Material 500 LF $5.00 $2,500.00 $55.00 $27,500.00 555.00 $27,500.00 A2-8. Item P-101, Repair Cracks in Asphalt Pavement, cracks between 1/8" to 1" (labor only) 8,510 LF $2.50 521,275.00 52.80 $23,828.00 $2.77 $23,572.70 A2-9. Item P-101, Repair Cracks in Asphalt Pavement, cracks greater than 1" (including material, labor, fabric barrier, in -lay asphalt, etc.) 2,840 LF 520.00 $56.800.00 $50.00 $142,000.00 $20.62 $58,560.80 A2-10. Item P-101, Rubber Removal 9,800 SY $1.50 $14,700.00 $3.00 $29,400.00 $2.47 $24,206.00 A2-11. Item P-152, Excavation and stockpile of material to be reinstalled by Contractor 12,940 CY $25.00 $323,500.00 58.00 5103,520.00 $3.75 $48,525.00 A2-12. Item P-152, Excavation and haul -off material by Contractor 5,120 CY 512.00 $61,440.00 $20.00 5102,400.00 $6.88 $35,225.60 A2-13. Item P-152, Excavation for undercutting of unsuitable material (including obtaining and installing suitable borrow material) 1,000 CY $25.00 $25,000.00 $25.00 $25.000.00 $37.50 $37,500.00 A2-14. Item P-152 Grading and Subgrade Preparation Under Areas to be Paved (one 6 -inch lift using in place material) 39,430 SY $2.00 $78,860.00 51.30 $51,259.00 $1.50 $59,145.00 A2-15. Item P-152 Grading and Subgrade Preparation Under Areas to be Paved (one 6 -inch lift using stockpiled material) 38,230 SY $3.00 5114,690.00 $2.10 580,283.00 50.90 $34,407.00 A2-16. Item P-152, Grading and Topsoil in Unpaved Areas 169,200 SY $1.25 $211,500.00 $0.75 5126,900.00 $0.72 $121,824.00 A2-17. Item P-153, Controlled Low Strength Material for Shoulder Backfill 530 CY $75.00 $39,750.00 $175.00 $92,750.00 $150.00 $79,500.00 A2-18. Item P-155, Lime Treated Subgrade, excluding time (6 -inches Thickness using stockpiled material) 39,430 SY $4.25 $167,577.50 $6.00 $236,580.00 $5.63 $221,990.90 A2-19. Item P-155, Lime used in LTSG 670 TON 5250.00 $167,500.00 5175.00 $117,250.00 $187.57 $125,671.90 A2-20. Item P-156, Temporary Air and Water Pollution, Soil Erosion and Siltation Control 1 LS 525,000.00 $25,000.00 $30,000.00 $30,000.00 $7,645.00 $7,645.00 A2-21. Item P-209, Crushed Aggregate Base Course (6 -inch Thickness) 1,150 SY $30.00 534,500.00 540.00 $46,000.00 $50.00 $57,50000 A2-22. Item P-304, Cement Treated Base Course, (6 -inch Thickness) 38,230 SY $22.00 $841,060.00 $18.00 $688,140.00 528.22 $1,078,850 60 A2-23. Item P-401, Plant Mix Bituminous Pavements (4 -inch thickness, two 2 -inch lifts) 8,430 TON $145.00 $1,222,350.00 $140.00 $1,180,200.00 $121.40 $1,023,402.00 A2-24. Item P401, Plant Mix Bituminous Pavements (6 -inch thickness two 3 -inch lifts) 1,740 TON $145.00 $252,300.00 5160.00 $278,400.00 $128.50 $223.59000 A2-25. Item P-401, Plant Mix Bituminous Pavements (3% Bonus) 1 1 LS S44.23950 $44.23950 $43,758.00 $43,758.00 $37,409.76 $37,40976 A2-26. Item P-501, Portland Cement Concrete Pavement (16 -Inches Thickness) 37,510 SY S7500 $2,813,250.00 572.50 $2,719,475.00 $68.31 $2,562,308.10 A2-27. Item P-501, Portland Cement Concrete Pavement (14 -inches Thickness) 2,250 SY 565.00 $146,250.00 5115.00 $258.750.001 S83.701 $188,325.00 A2-28. Item P-501, Portland Cement Concrete Pavement (8 -inch Thickness Including additional milling as necessary) 1 120 SY S15000 $18.000001 517000 $20,400001 $56791 $6,81480 LBB - Runway 17R 35L P., e 7 Detailed Bid Tab :une 26, 2014 EOPC DUININCK, INC. 4701 N. HIGHWAY 377 ROANOKE, TX 76262 ALLEN BUTLER CONST. INC. 24 S. LAKESHORE DR. RANSOM CANYON, TX 79366 Item No. Cluan&y Unit unit Pirko Amount tank Pr)ca Amount Unit. Prico Amount. A2-29. Item P-501, Portland Cement Concrete Pavement 9 -Inches Thickness) 1,150 SY $65.00 $74,750.00 $75.00 $86,250 $5679 $65,300.50 A2-30. Item P-501, Portland Cement Concrete Pavement, 6% Bonus _ 1 LS $182,055.00 $182,055.00 $185,092.50 $185,092.50 $169,365.38 $169,365.38 A2-31. Item P-602, Bituminous Prime Coat, mcluding herbicidal treatment 11,500 GAL 56.00 569,000.00 $5.75 $66,125.00 55.17 $59,455.00 A2-32. Item P-605, Joint Sealing Filler, Clean and seal Joints in existing concrete Keel section (including labor and materials) 10,120 LF 52.50 $25,300,00 $2.00 $20,240.00 $1.84 $18,620.00 A2-33. Item P-605. Joint Sealing Filler. Material Used in Sealing Cracks in Existing Bituminous Pavement 370 GAL 515.00 55,550.00 $0.10 $37.00 $0.01 $3.70 A2-34. Item P-620, Obliteration of Temporary Runway and Taxiway Painting 47,400 SF $0.75 535,550,00 $0.75 $35,550.00 50.88 541,712.00 A2-35. Item P-620, Obliteration of Permanent Runway and Taxiway Painting 161,920 SF $0.75 $121,440.00 $1.10 $178.112.00 $1,05 $170,016.00 A2-36. Item P-620, Temporary. Runway and Taxiway Painting 33,860 SF 51.00 $33,860.00 $0.45 $15,237.00 $0.72 $24,379.20 A2-37. Item P-620, Permanent Runway and Taxiway Painting 114,080 SF $1.50 $171,120.00 $0.45 551,336.00 $1.21 $138,036.80 A2-38, Item P-621, Sawcut Grooving29,900 SY $2.00 $59,800.00 $1.65 $49,335.00 S1'.98 $59,202.00 A2-39. Item P-631, Refined Coal Tar Emulsion with Additives, Slurry Seal Surface Treatment for a 2 -coal system 27,420 1 SY $2.25 $61,695.00 $2.60 $71,292.00 $1.98 $54,291.60 A2-40. Item 0.705, Underdrain system (including piping, fittings, protective sleeve, cleanouls, backfill, and restoration of trench) 6,750 LF $40.00 5270,000.00 $39.00 $263,250.00 $86.94 $586,845.00 A2-41. Item 0.705, Tie into electrical system 6 EA $2,000.00 $12,000.00 $550.00 $3,300.00 $1,100.00 $6,600.00 A2-42. Item T-901, Soil Preparation, compost, seeding and fertilizing 35 AC $7,500.00 $262,500.00 $2,500.00 $87,50000 $4,620.00 $161,700.00 A2-43. Item L-108, Bare No 6 AWG shield vnre, installed in trench or duct bank, Including ground rods and exothermic bonds 1,020 LF $1.00 $1,020.00 $1.40 51,428.00 $1.05 $1,071.00 A2-44. Item L-108, Remove No, 8 AWG, Type C, 5KV L- 824C cable including trench and conduit 1,020 LF $10.15 $10,353.00 $5.50 $5,610.00 $2.15 $2,193.00 A245 Item L-108, No. 8 AWG, Type C, 5KV L -824C cable includi2g trench and conduit 1,020 LF 510.15 510,353.00 515.00 515,300.00 S1.101 $1,122.00 A246. Item L-125, Salvage and Reinstall Existing L-862 Threshold Fixture on new L-867 Base Can, Including connection to new grounding rod and existing ground wire 4 EA $1,500.00 56,000.00 S2,100,001 58,400.00 $781.00 $3,12400 A2.47 Item L-125, Replace Existing L-862 HIRL Fixture with new L-862 Fixture including new base plate with ground tab, L-830-18 150 Transformer and PVC transformer support 4 EA $800.00 $3,200.00 5650.00 $2,600.00 $78100 $3,12400 A24& Item MC, Nonwoven Geotextile Interlayer (including anchors) 38,980 SY 53.00 $116,940.00 $3.00 $116,940.00 $2.48 $96,670.40 A249. Item MC, Miscellaneous Items Associated with Temporary Relocated Threshold 1 LS $50.000.00 $50,000.00 57,000.00 57,000.00 $42,923.10 542,923.10 A2-50. Item MC, Pavement patch / pothole repair 500 SY 5125.00 562,500.00 $55.00 $27,500.00 5100.00 550,000.00 A2-51. Item MC, Pavement Sensor 1 LS 510,000.00 $10,000.00 $15.00000 $15,000.00 $12,322.09 $12,322.09 A2-52. Item MC, Provide and Instal Temporary PAR and REIL (including equipment, power, removal and site restoration) 1 LS $20,000.00 520,000.00 $24,000.00 $24,000.00 $31,625.00 $31,625.00 TOTAL FOR ALTERNATE 2 $10,387,750.00 $9,304,691.60 $9,643,344,53 LBB - Runway 17R -35L (rape p June 26, 2014 Detailed Bid Tab EOPC` DUININCK, INC. ALLEN BUTLER CONST. INC. 4701 N. HIGHWAY 377 24 S. LAKESHORE DR. ROANOKE, TX 76262 1 RANSOM CANYON, TX 79366 TFRNATF 3 _ r T1NCTRl W -M, qQ, PirmTFR RLMWAV A3-1. a Item P-140, Contractor Mobilization (8%) 1 LS $878,845.84 5878,845.84 5750,000.00 $750,1)00,00 $952,997,00 $952,997.00 A3.2. Item P-101, Remove and Dispose of P-501, 13 to 15 -inch Thickness, and P-304, 8 -inch Thickness 5,450 SY $25.00 $136,250.00 $21.00 $114,450.00 $12.80 569,760.00 A3-3. Item P-101, Remove and Dispose of P-501, 13 to 15 -inch Thickness 46,860 SY 528.00 51,312,080.00 i S14.00i $656,040.00 $18.05 $845,823.00 A3-4. Item P-101, Remove and Dispose of Bituminous Base Course (variable Thickness layer) 10,660 CY 550.00 5533,000.00 S23001 $245,180.00 S6,001 $63,960.00 A3-5. Item P-101, Remove and Dispose of Bituminous Surface, 2 -inch Thickness, and Bituminous Base, 4 -inch Thickness 6,490 SY $12.00 $77,880.00 $8.40 $54,516.00 $3.00 $19,470.00 A3.6. Item P-101, Remove and Dispose of Bituminous Surface, 2 -Inch Thickness, and Bituminous Base, 8 -inch Thickness 1,960 SY 515.00 $29,400.00 $14.50 $28,420.00 S2480 548,608.00 A3-7. Item P-101, Concrete Spall Repair Including Surface Preparation and Repair Material 20 SF 5150.00 $3,000.00 585.00 51,700.00 $106.58 $2,13160 A3-8. Item P-101, Concrete Crack Seal Including Surface Preparation and Repair Material 430 LF 55.00 $2,150.00 $55.00 $23,650.00 $55001 $23,650.00 A3-9. Item P-101, Repair Cracks in Asphalt Pavement, cracks between 1/8" to 1" (labor only) 11,000 LF $2.501 $27,500.00 $2.80 $30,800.00 $2.77 $30,470.00 A3-10. Item P-101, Repair Cracks in Asphalt Pavement, cracks greater than 1" (including material, labor, fabric barrier, in -I a all, etc.) 3,700 LF $20.00 $74,000.00 $50.00 $185,000.00 $20.63 $76,331.00 A3-11. 1 Item P-101, Rubber Removal 2,862 SY $1.50 $4.293.00 $3.00 58,586.00 $3.86 $11,047.32 A3-12. Item P-101, Paint Removal 317,395 SF $0.75 $238,046.25 $1.10 $349,134.50 $0.88 $279,307.60 A3-13. Item P-152, Excavation and stockpile of material to be reinstalled by Contractor 16,440 CY $8.00 5131,520.00 58.00 $131,520.00 $375 $61,650.00 A3.14. Item P-152, Excavation and haul -of material by Contractor 5,960 CY $12.00 $71,520.00 520.00 $119,200.00 $6.74 $40,170.40 A3-15. Item P-152, Excavation for undercutting of unsuitable material (including obtaining and Installing suitable borrow material) 1,000 CY $25.00 $25,000.00 525.00 $25,000.00 $37.50 $37,500.00 A3-16. Item P-152 Grading and Subgrade Preparation Under Areas to be Paved (one 6 -inch lift using in place material) 49,370 SY $2.00 $98,740.00 $1.30 $64,181.00 $1.50 $74,055.00 A3-17. Item P-152 Grading and Subgrade Preparation Under Areas to be Paved (one 6 -inch lift using stockpiled material) 49,370 SY $3.00 $148,110.00 52.10 5103,677.00 50.90 544,433.00 A3-18. Item P-152, Grading and Topsoil in Unpaved Areas 133,218 SY $1.25 $166,522.50 $0.75 $99,913.50 $0.72 $95,916.96 A3-19. Item P-153, Controlled Low Strength Material for Shoulder Backfill 680 CY $75.00 $51,000.00 5175.00 5119,000.00 $150.00 $102,000.00 A3-20. Item P-155, Lime Treated Subgrade, excluding lime (6 -inches Thickness using stockpiled material) 49,300 SY $4.25 $209,525.00 56.00 $295,800.00 $5.64 $278,052.00 A3-21. Item P-155, Lime used in LTSG 840 TON $250.00 $210,000.00 $175.00 5147,000.00 5187.57 $157,558.80 A3-22. Item P-156, Temporary Air and Water Pollution, Soil Erosion and Siltation Control 1 LS $25,000.00 $25,000.00 $30,000.00 530,000.00 58,030.00 $8,03000 A3-23. Item P-304, Cement Treated Base Course, (6 -inch Thickness) 49,370 SY $22.00 51,086,140.00 $17.00 $839,290,00 $28.22 $1,393,221.40 A3-24. Item P-401, Plant Mix Bituminous Pavements (4 -inch thickness, two 2 -inch lifts) 10,890 TON 5145.00 $1,579,050.00 $135.00 $1,470,150.00 $122.98 51,339,252.20 A3-25. Item P401, Plant Mix Bituminous Pavements (6 -inch thickness, two 3 -Inch lifts) 2,070 TON $145.00 $300,150.00 5750.00 $310,500.00 $120.99 525044930 A3-26, Item P401, Plant Mix Bituminous Pavements (3% Bonus) 1 LS $56,376.00 $56.376.001 S53.419.501 553,419.50 $47,691.00 $47,691.00 A3-27. Item P-501, Portland Cement Concrete Pavement (16 -inch Thickness) 48,400 SY $65.00 $3,146.000.00 566.50 53,218,600:00 $68.31 $3,306,204.00 A3-28 Item P-501, Portland Cement Concrete Pavement (14 -inch Thickness) 3,910 SY $75.00 $293,250.00 $100.00 $391,000,00 $83701 $327,267.00 LBO - Runway 17R -35L PaOe 9 Detailed Bid Tab June 26, 2011 EOPC DUININCK, INC. 4701 N. HIGHWAY 377 ROANOKE, TX 76262 ALLEN BUTLER CONST. INC. 24 S. LAKESHORE DR, RANSOM CANYON, TX 79366 Item NO. Qua -Unit Unit Price Amount Unit prim Amount Unit Price Amount, A3-29 Item P-501, Portland Cement Concrete Pavement (B -inch Thickness including additional milling as necessary) 150 SY 565.00 $9,750.00 $160.00 524,000,00 $56.79 $8,518.50 A3-30. item P-501. Portland Cement Concrete Pavement, 6% Bonus 1 LS $206,940.00 S206.94000 $218.01600 $218,016.00 $218,519.37 $218,519.37 A3-31. Item P-602, Bituminous Prime Coat, including herbicidal treatment 14,790 GAL $6.00 588,740.00 $5.75 $85,042.50 S5,17f $76,464.30 A3-32. Item P-605, Joint Sealing Filler, Clean and seal joints in existing concrete Keel section (including labor and materials) 13,050 LF $2.00 526,100.00 $2.00 526,100.00 $1.83 $23,881.50 A3-33. Item P-605, Joint Sealing Filler, Material Used in Sealing Cracks in Existing Bituminous Pavement 475 GAL $15.00 57,125.00 S0.101 $47.50 50.01 $5.23 A3-34 '.Item P-620, Permanent Runway and Taxiway Painting 317,400 SF $1.50 $476,100.00 50.45 $142,830.00 $1.21 $384,054.00 A3-35. Item P-621, Sawcut Groove 38,670 SY $2.00 $77,340,00 $1.70 $65,739.00 $1.98 $76,566.60 A3-36. Item P-631, Refined Coal Tar Emulsion with Additives,. Slurry Seal Surface Treatment for a 2 -coat system 28,690 SY 52.25 564,552.50 52.60 574,594.00 $1.98 $56,806.20 A3-37 '..Item D-705, Underdrain system (including piping, fittings, protective sleeve, cleanouts, backfill, and restoration of trench) 8.700LF $40.00 $348,000.00 $39.00 $339,300.00 $86.94 $756,370.00 A3-38. Item 0.705, Tie Into electricals stem 8 EA $2.000.00 $16,000.00 $550.00 54,400.00 $1,100,00 $8,800.00 A3-39. Item T-901, Soil Preparation, Seeding and Fertilizing 27 AC $7.500.00 5202,500.00 $2,500.00 $67,500.00 $4,620.00 $124,740.00 A3-40, Item L-868, Base Can for future centerline light, including connection to new grounding rod and txisti d wire 1 EA $1,500.00 $1.500.00 $1,900.00 $1,900.00 $1,732.50 $1,732.50 A3.41. Item MC, Nonwoven Geotextile Interlayer (includn anchors) 50,270 SY $3.00 $150,810.00 $2.80 5140,756.00 $2.49 $125,172.30 A3-42 Item MC. Pavement patch / pothole repair 250 SY $125.00 $31,250.00 555.00 $13,750.00 $10000 525,000.00 A3-43. Item MC, Pavement Sensor 1 LS $10,000,00 $10,000.00 $15,000.00 $15,000.00 $12,322.09 $12,322.09 A3-44. Item MC, Miscellaneous Electrical for Taxiway Lights and Signs 1 LS 575.000,00 575.000.00 S8,DD0.00 $8,000.00 520,699.80 $20,699.80 A3.45. Item, L-850 Fixture, including new L-830-6 (200W) Transformer and transformer support, on new L-868 Base Can including connection to new grounding rod and existing ground wire 8 EA $500.00 $4.00000 $4,000.00 $32,00000 $2,049.30 $16,394.40 TOTAL FOR ALTERNATE 3 - $12,710,066.09 511,121,702.50 $11,923,061.37. LBB - Rummy 17R -35L Pae 10 Detailed Bid Tab ® June 25 2014 AI TFRNATF A - RF W AR:MWIPUM A4-{. EOPC DUININCK, INC. ALLEN BUTLER CONST. INC. $9,184.40 $9,184.40 4701 N. HIGHWAY 377 24 S. LAKESHORE DR. - A4-2. ROANOKE, TX 76262 RANSOM CANYON, TX 79366 EA S50000 UrA $560 DO $56.00000 kerrllVo. - 4kllt: Prke Amdurk Prico Amount:. Price Amount AI TFRNATF A - RF W AR:MWIPUM A4-{. Item P-140, Contractor Mobilization (8%) 1 LS $9,184.40 $9,184.40 $110.00000 $10,000 DO $15.51000 $15.51000 A4-2. Item L-862, Replace existing HIRL with New 120W HIRL RWY Edge fixture, transformer, and base plate with grounding lug 100 EA S50000 550,000.00 $560 DO $56.00000 $82280 $82,280.00 A4-3. Item L-862, Replace L-862 Threshold fixture with new 200W L-862 Threshold fixture, transformer, and base ate with grounding lu on existing L-867 Base Can. B EA $600.00 $4,800.00 $56000 $4.48000 S81840 $6,547.20 A4-0. Item L-850, Replace exising L-850 fixture with New L-850 RWY fixture, including trensformer(s) 12 EA $1,800.00 $21,600.00 $1,350.00 $16,200.00 $1,381.60 $16,579.20 A4-5. Item L-108, #8, Type C, 5KV cable installed in duct 30,550 LF $1.10 $33,605.00 $1.40 542,770.00 $1.27 $38,798.50 A4-6. Item L-108, Non-melallk Saddle Cable Rack 30 EA $500.00 $15,000 00 $130.00 $3,900.00 $363.47 $10,904.10 TOTAL FOR ALTERNATE 4 1 1 $134,189.40 $133,360.001 1 $170,619.001 LBB - Rumvey 17R 35L P.;Ie 11 June 26, 2014 ..tailed Bid Tab EOPC DUININCK, INC.I ALLEN BUTLER CONST. INC. 4701 N. HIGHWAY 377 Ij 24 S. LAKESHORE DR. ROANOKE. TX 76262 RANSOM CANYON. TX 79366 AVT9PNATF F _ P1lKfWAV _CSFFr! AQrA r -PAN r A5-1. Item P-140, Contractor Mobilization (8%) 1 LS $106,346.00 $106,346.00 $160,000.00 $160,000.00 $26,880.00 $26.880.00 AS -2. Item P-152, Excavation 33,190 CY $5.00 $165,950.00 $17.50 $580,825.00 $5.65 $187,523.50 A5-4. Item P-152, Embankment 17,410 CY $5.00 587,050.00 $5.75 $100,107.50 $5.25 591,402.50 A5-5. Item P-152, Grading and Topsoil in Unpaved Areas 357,060 SY $1.25 5446,325.00 $4.00 $1,428,240.00 $0.72 $257,083.20 A5.6. Item P-156, Temporary Air and Water Pollution, Soil Erosion and Siltation Control 1 LS $75,000.00 $75,000.00 $15,01)(3.001 515,000.00 $9,405.00 $9,405.00 A5-7. Item T-901, Soil Preparation, compost, seeding and fertilizing 74 AC 57,500.00 $555,000.00 $4,500.00 $333,000.00 $4,620.00 $341,880.00 A5-8. Item T-904, Sodding, Soil Preparation and Fertilizing 9,030 SY $9.00 $81,270.00 $10.00 $90,300.00 $7.56 $68,266.80 A5-9. Item MC, Taxi%vayCrossing and FOD Control 1 LS 550,000.00 $50,000.00 $150,000.00 $150,000.00 $25,000.00 $25,000.00 TOTAL FOR ALTERNATE 6 $1,666,941.00 $2,867,472.60 $1,007,441.00 LBB - Runway 17R -35L Page 12 June 26, 2014 Detailed Bkl Tab EOPC DUININCK, INC. I ALLEN BUTLER CONST. INC. 4701 N. HIGHWAY 377 24 S. LAKESHORE DR. ROANOKE, TX 76262 RANSOM CANYON, TX 79366 U"It Untt 4', m X cn O z z m r 2 O C D z v m m m cn m r W v n O N Er C CY 0 c 3 3 N d r_ E o r °a cn x CD CD` �. 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