ATTACHMENT E
BID EVALUATION
EVALUATION TABULATION
NIB No. CC26-043
Runway 17/35 Reconstruction Project, Phase VI
RESPONSE DEADLINE: September 11, 2025 at 2:30 pm
Report Generated: Wednesday, September 24, 2025
SELECTED VENDOR TOTALS
Vendor Total
Coffman Specialties, Inc. $8,725,000.00
Pave-Tech Inc. $11,181,716.00
ALLOWANCE ITEMS
ALLOWANCE ITEMS SHALL ONLY BE USED TO PAY FOR EXTRA WORK AS AUTHORIZED IN WRITING VIA CONTRACT CHANGE ORDER BY THE SCLAA.
ALLOWANCE ITEMS Coffman Specialties, Inc. Pave-Tech Inc.
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Item
Description Quantity Unit of
Measure
Unit Cost Total Unit Cost Total
X A1 Personnel Training (G-102-5.2) 1 Allow $15,000.00 $15,000.00 $15,000.00 $15,000.00 X A2 Administrative Delay (G-201-4.2) 1 Allow $65,000.00 $65,000.00 $65,000.00 $65,000.00 X A3 Additional Soil Erosion Controls (C-102-5.1) 1 Allow $50,000.00 $50,000.00 $50,000.00 $50,000.00 Total $130,000.00 $130,000.00
BASE BID SCHEDULE 100
EVALUATION TABULATION
NIB No. CC26-043
Runway 17/35 Reconstruction Project, Phase VI
EVALUATION TABULATION
Request for Bid - Runway 17/35 Reconstruction Project, Phase VI
RUNWAY 17/35 RECONSTRUCTION PHASE VI - ADMINISTRATION
BASE BID SCHEDULE 100 Coffman Specialties, Inc. Pave-Tech Inc.
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Item
Description Quantity Unit of
Measure
Unit Cost Total Unit Cost Total
X 101 Mobilization (C-105-10.1) 6% MAX of BASE BID 100 & 200 total price
1 LS $217,500.00 $217,500.00 $511,360.42 $511,360.42
X 102 BASE BID 100 & 200 Bonds and Insurance (C-105-10.2) 1 LS $72,500.00 $72,500.00 $31,656.00 $31,656.00 X 103 Soil Erosion, and Siltation Control - on Finish Stockpile (C- 102-5.1)
1 LS $75,077.50 $75,077.50 $33,687.00 $33,687.00
X 104 Install and maintain Owner furnished Barricades (G-102-5.1) 1 LS $158,657.50 $158,657.50 $5,384.00 $5,384.00 Total $523,735.00 $582,087.42
BASE BID SCHEDULE 200
RUNWAY 17/35 RECONSTRUCTION PHASE VI (807')
BASE BID SCHEDULE 200 Coffman Specialties, Inc. Pave-Tech Inc.
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Item
Description Quantity Unit of
Measure
Unit Cost Total Unit Cost Total
X 201 Provide Quality Control Testing for P-152 (C-100-5.1) 5250 CY $2.19 $11,497.50 $7.78 $40,845.00 X 202 Provide Quality Control Testing for P-208 (C-100-5.2) 129450 SF $0.20 $25,890.00 $0.40 $51,780.00 X 203 Provide Quality Control Testing for P-220 (C-100-5.3) 129450 SF $0.15 $19,417.50 $0.37 $47,896.50 X 204 Provide Quality Control Testing for P-501 (C-100-5.4) 129450 SF $0.45 $58,252.50 $0.35 $45,307.50 X 205 Provide Quality Control Testing for P-403 (C-100-5.5) 12100 SF $0.90 $10,890.00 $0.39 $4,719.00
EVALUATION TABULATION
NIB No. CC26-043
Runway 17/35 Reconstruction Project, Phase VI
EVALUATION TABULATION
Request for Bid - Runway 17/35 Reconstruction Project, Phase VI
BASE BID SCHEDULE 200 Coffman Specialties, Inc. Pave-Tech Inc.
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Item
Description Quantity Unit of
Measure
Unit Cost Total Unit Cost Total
X 206 Cold Mill 0.21 Shoulder Cut (P-101-5.1) 12100 SF $5.00 $60,500.00 $1.28 $15,488.00 X 207 Remove Asphalt Concrete and Crush to P-208 Specifications (G-301-4.1)
8750 TN $25.00 $218,750.00 $31.31 $273,962.50
X 208 Salvage Existing Aggregate Base and crush to P-220 Specifications (G-301-4.2)
7100 TN $17.50 $124,250.00 $28.07 $199,297.00
X 209 Over-excavation and Re-compaction P-152 95% (P-152-4.1) 5250 CY $16.50 $86,625.00 $23.04 $120,960.00 X 210 Haul and Stockpile Excess or Unsuitable Runway Excavation (P-152-4.2)
4595 CY $18.30 $84,088.50 $19.48 $89,510.60
X 211 Structural Section Subgrade Preparation (P-152-4.3) 129450 SF $0.60 $77,670.00 $0.42 $54,369.00 X 212 Place 6" Aggregate Base Course P-208 (P-208-5.1) 129450 SF $0.75 $97,087.50 $0.80 $103,560.00 X 213 Construct 5” Cement Treated Base (P-220) 129450 SF $1.25 $161,812.50 $1.16 $150,162.00 X 214 Provide Cement (tons) (P-220) 320 TN $200.00 $64,000.00 $230.00 $73,600.00 X 215 Provide Hot-Mix Asphalt P-403 Base Course - 0.21' (P-403-8.1) 12100 SF $7.80 $94,380.00 $4.40 $53,240.00 X 216 Provide Non-reinforced Portland Cement Concrete Pavement (t=17.5")(w=150')(P-501-8.1)
129450 SF $11.75 $1,521,037.50 $13.26 $1,716,507.00
X 217 Furnish and Place Joint Sealing Filler (P-605) 15310 LF $3.35 $51,288.50 $9.98 $152,793.80 X 218 Provide Pavement Markings With Beads (P-620-5.1) 54100 SF $2.45 $132,545.00 $2.85 $154,185.00 X 219 Provide Pavement Markings Without Beads (P-620-5.2) 9200 SF $1.75 $16,100.00 $2.22 $20,424.00
EVALUATION TABULATION
NIB No. CC26-043
Runway 17/35 Reconstruction Project, Phase VI
EVALUATION TABULATION
Request for Bid - Runway 17/35 Reconstruction Project, Phase VI
BASE BID SCHEDULE 200 Coffman Specialties, Inc. Pave-Tech Inc.
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Item
Description Quantity Unit of
Measure
Unit Cost Total Unit Cost Total
X 220 Saw-Cut Grooving (P-621-5.1) 181750 SF $0.38 $69,065.00 $0.71 $129,042.50 X 221 PCCP Edge CLSM Backfill (P-153-6.1) 1730 LF $74.10 $128,193.00 $28.57 $49,426.10 X 222 Provide 0.12 gal/sy SS1-h asphaltic emulsion seal coat-1 coat (P-623-7.1)
12080 SF $0.50 $6,040.00 $0.40 $4,832.00
Total $3,119,380.00 $3,551,907.50
BID ALTERNATE SCHEDULE 1000
RUNWAY 35 BLAST PAD IF SUFFICIENT FAA FUNDING IS PROVIDED BID ALTERNATE SCHEDULE 1000 Coffman Specialties, Inc. Pave-Tech Inc.
Selected Line Item Description Quantity Unit of
Measure
Unit Cost Total Unit Cost Total
X 1000 BID ALTERNATE 1000 Bonds and Insurance (C-105-10.2) 1 LS $10,984.90 $10,984.90 $7,880.00 $7,880.00 X 1001 Provide Quality Control Testing for P-152 (C-100-5.1) 1750 CY $4.00 $7,000.00 $2.59 $4,532.50 X 1002 Provide Quality Control Testing for P-208 (C-100-5.2) 93300 SF $0.10 $9,330.00 $0.28 $26,124.00 X 1003 Provide Quality Control Testing for P-403 (C-100-5.5) 93300 SF $0.10 $9,330.00 $0.10 $9,330.00 X 1004 Remove Asphalt Concrete and Crush to P-208 Specifications (G- 301-4.1)
2550 TN $23.75 $60,562.50 $33.23 $84,736.50
X 1005 Over-excavation and Re-compaction P-152 85% (P-152-4.1) 1750 CY $13.20 $23,100.00 $28.74 $50,295.00 X 1006 Haul and Stockpile Excess or Unsuitable Excavation (P-152-4.2) 1010 CY $24.10 $24,341.00 $16.84 $17,008.40
EVALUATION TABULATION
NIB No. CC26-043
Runway 17/35 Reconstruction Project, Phase VI
EVALUATION TABULATION
Request for Bid - Runway 17/35 Reconstruction Project, Phase VI
BID ALTERNATE SCHEDULE 1000 Coffman Specialties, Inc. Pave-Tech Inc.
Selected Line Item Description Quantity Unit of
Measure
Unit Cost Total Unit Cost Total
X 1007 Structural Section Subgrade Preparation (P-152-4.3) 93300 SF $0.25 $23,325.00 $0.34 $31,722.00 X 1008 Place 4" Aggregate Base Course P-208 (P-208-5.1) 93300 SF $0.41 $38,253.00 $0.83 $77,439.00 X 1009 Provide Hot-Mix Asphalt P-403 Base Course - 0.29' (P-403-8.1) 93300 SF $3.25 $303,225.00 $4.52 $421,716.00 X 1010 Provide Pavement Markings With Beads (P-620-5.1) 6500 SF $2.45 $15,925.00 $3.11 $20,215.00 X 1011 Provide 0.12 gal/sy SS1-h asphaltic emulsion seal coat-1 coat (P-623-7.1)
88530 SF $0.12 $10,623.60 $0.14 $12,394.20
X 1012 Remove and Salvage Runway Threshold Light (L850D) 8 EA $1,500.00 $12,000.00 $1,284.12 $10,272.96 X 1013 Install Salvaged Runway Threshold Light (L850D) 8 EA $1,500.00 $12,000.00 $1,889.88 $15,119.04 X 1014 **** ITEM 1014 IS HEREBY REMOVED FROM BID ALTERNATE SCHEDULE 1000 PER ADDENDUM #3 ****
0 XX $0.00 $0.00 $0.00 $0.00
X 1015 Connect to Existing Circuit (L-125-4.2) 1 EA $5,000.00 $5,000.00 $6,286.48 $6,286.48 Total $565,000.00 $795,071.08
BID ALTERNATE SCHEDULE 2000
ADDITIONAL RUNWAY RECONSTRUCTION IF SUFFICIENT FAA FUNDING IS PROVIDED BID ALTERNATE SCHEDULE 2000 Coffman Specialties, Inc. Pave-Tech Inc.
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Item
Description Quantity Unit of
Measure
Unit Cost Total Unit Cost Total
X 2000 BID ALTERNATE 2000 Bonds and Insurance (C-105-10.2) 1 LS $89,369.00 $89,369.00 $39,511.00 $39,511.00
EVALUATION TABULATION
NIB No. CC26-043
Runway 17/35 Reconstruction Project, Phase VI
EVALUATION TABULATION
Request for Bid - Runway 17/35 Reconstruction Project, Phase VI
BID ALTERNATE SCHEDULE 2000 Coffman Specialties, Inc. Pave-Tech Inc.
Selected Line
Item
Description Quantity Unit of
Measure
Unit Cost Total Unit Cost Total
X 2001 Provide Quality Control Testing for P-152 (C-100-5.1) 9800 CY $1.00 $9,800.00 $7.87 $77,126.00 X 2002 Provide Quality Control Testing for P-208 (C-100-5.2) 242350 SF $0.04 $9,694.00 $0.46 $111,481.00 X 2003 Provide Quality Control Testing for P-220 (C-100-5.3) 242350 SF $0.02 $4,847.00 $0.31 $75,128.50 X 2004 Provide Quality Control Testing for P-501 (C-100-5.4) 242350 SF $0.05 $12,117.50 $0.34 $82,399.00 X 2005 Provide Quality Control Testing for P-403 (C-100-5.5) 22600 SF $0.20 $4,520.00 $0.42 $9,492.00 X 2006 Cold Mill 0.21 Shoulder Cut (P-101-5.1) 22600 SF $5.00 $113,000.00 $0.91 $20,566.00 X 2007 Remove Asphalt Concrete and Crush to P-208
Specifications (G-301-4.1)
16400 TN $17.25 $282,900.00 $31.05 $509,220.00
X 2008 Salvage Existing Aggregate Base and crush to P-220 Specifications (G-301-4.2)
13350 TN $10.35 $138,172.50 $28.99 $387,016.50
X 2009 Over-excavation and Re-compaction P-152 95% (P-152-4.1) 9800 CY $7.00 $68,600.00 $27.08 $265,384.00 X 2010 Haul and Stockpile Excess or Unsuitable Runway Excavation (P-152-4.2)
8600 CY $19.00 $163,400.00 $18.00 $154,800.00
X 2011 Structural Section Subgrade Preparation (P-152-4.3) 242350 SF $0.25 $60,587.50 $0.35 $84,822.50 X 2012 Place 6" Aggregate Base Course P-208 (P-208- 5.1) 242350 SF $0.40 $96,940.00 $0.69 $167,221.50 X 2013 Construct 5” Cement Treated Base (P-220) 242350 SF $0.80 $193,880.00 $1.13 $273,855.50 X 2014 Provide Cement (tons) (P-220) 600 TN $200.04 $120,024.00 $230.00 $138,000.00
EVALUATION TABULATION
NIB No. CC26-043
Runway 17/35 Reconstruction Project, Phase VI
EVALUATION TABULATION
Request for Bid - Runway 17/35 Reconstruction Project, Phase VI
BID ALTERNATE SCHEDULE 2000 Coffman Specialties, Inc. Pave-Tech Inc.
Selected Line
Item
Description Quantity Unit of
Measure
Unit Cost Total Unit Cost Total
X 2015 Provide Hot-Mix Asphalt P-403 Base Course - 0.21' (P-403-
8.1)
22600 SF $2.75 $62,150.00 $4.84 $109,384.00
X 2016 Provide Non-reinforced Portland Cement Concrete
Pavement (t=17.5")(w=150')(P-501-8.1)
242350 SF $10.50 $2,544,675.00 $12.84 $3,111,774.00
X 2017 Furnish and Place Joint Sealing Filler (P-605) 24690 LF $2.40 $59,256.00 $9.43 $232,826.70 X 2018 Provide Pavement Markings With Beads (P-620-5.1) 21250 SF $2.45 $52,062.50 $3.00 $63,750.00 X 2019 Provide Pavement Markings Without Beads (P-620-5.2) 3400 SF $1.75 $5,950.00 $2.57 $8,738.00 X 2020 Saw-Cut Grooving (P-621-5.1) 210050 SF $0.38 $79,819.00 $0.54 $113,427.00 X 2021 PCCP Edge CLSM Backfill (P-153-6.1) 3230 LF $64.50 $208,335.00 $25.94 $83,786.20 X 2022 Provide 0.12 gal/sy SS1-h asphaltic emulsion seal coat-1 coat (P-623-7.1)
22620 SF $0.30 $6,786.00 $0.13 $2,940.60
Total $4,386,885.00 $6,122,650.00
RUNWAY 17/35 RECONSTRUCTION PHASE VI GRAND TOTALS
THE TOTAL AMOUNT FROM EACH SECTION SHOULD BE LISTED IN THIS SECTION TO PROVIDE AN AGGREGATE GRAND TOTAL FOR THE
PROJECT
RUNWAY 17/35 RECONSTRUCTION PHASE VI GRAND TOTALS Coffman Specialties, Inc. Pave-Tech Inc.
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Item
Description Quantity Unit of
Measure
Unit Cost Total Unit Cost Total
TOTAL A ALLOWANCE ITEMS TOTAL 1 Allow $130,000.00 $130,000.00 $130,000.00 $130,000.00
EVALUATION TABULATION
NIB No. CC26-043
Runway 17/35 Reconstruction Project, Phase VI
EVALUATION TABULATION
Request for Bid - Runway 17/35 Reconstruction Project, Phase VI
RUNWAY 17/35 RECONSTRUCTION PHASE VI GRAND TOTALS Coffman Specialties, Inc. Pave-Tech Inc.
Selected Line
Item
Description Quantity Unit of
Measure
Unit Cost Total Unit Cost Total
TOTAL
100
BASE BID SCHEDULE 100 TOTAL 1 LS $523,735.00 $523,735.00 $582,087.42 $582,087.42 TOTAL
200
BASE BID SCHEDULE 200 TOTAL 1 LS $3,119,380.00 $3,119,380.00 $3,551,907.50 $3,551,907.50 TOTAL
1000
BID ALTERNATE SCHEDULE 1000 TOTAL 1 LS $565,000.00 $565,000.00 $795,071.08 $795,071.08 TOTAL
2000
BID ALTERNATE SCHEDULE 2000 TOTAL 1 LS $4,386,885.00 $4,386,885.00 $6,122,650.00 $6,122,650.00 Total $8,725,000 $11,181,716.00