August 22, Mr. David Lobue Airport Director Hammond Northshore Regional Airport 600 Judge Leon Ford Drive Hammond, LA
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1 August 22, 2016 Mr. David Lobue Airport Director Hammond Northshore Regional Airport 600 Judge Leon Ford Drive Hammond, LA RE: Hammond Northshore Regional Airport Runway 18-36/13-31 Runway Intersection Rehabilitation LaDOTD Project No: H FAA AIP No Subject: Recommendation to Award Dear Mr. Lobue: Michael Baker International, Inc. has reviewed the bid documents received on August 9, 2016 and the post-bid documents received on August 19, 2016 for the subject project and we recommend award to the apparent low bidder, Inc. for the Base Bid plus Alternate No, 1, 2, and 3 in the amount of $3,872, Their bid package is complete and considered responsive. The current DBE goal established is 11% and Barriere Construction has committed to meet this goal and complete the project with 11.12% participation from certified DBE subcontractors. If you have any questions or need additional information, please do not hesitate to call. Respectfully, Michael Baker International Michael D. Hixson, P.E. Aviation Services Manager Enclosures: Cc: Certified Bid Tabulation Projected Project Budget Mr. Justin Barker, FAA Mrs. Tina Wilson, LaDOTD 2600 Citiplace, Suite 450 Baton Rouge, LA Office: Fax:
2 HAMMOND NORTHSHORE REGIONAL AIRPORT RUNWAY 18-36/13-31 INTERSECTION REHAB BID TABULATION BID DATE: AUGUST 9, 2016 Base Bid 1 M-105 MOBILIZATION (SECTION 105) 1 L.S. $ 245, $ 245, $ 180, $ 180, $ 400, $ 400, $ 205, $ 205, $ 223, $ 223, TEMPORARY BARRICADES, LIGHTING 2 M-200 PAVEMENT REMOVAL, 6-INCH 3 P CONCRETE 1 L.S. $ 105, $ 105, $ 160, $ 160, $ 20, $ 20, $ 40, $ 40, $ 20, $ 20, ,461 S.Y. $ $ 366, $ 3.20 $ 78, $ $ 611, $ $ 397, $ $ 244, P UNCLASSIFIED EXCAVATION 5,611 C.Y. $ $ 112, $ 7.00 $ 39, $ 5.00 $ 28, $ $ 140, $ 9.00 $ 50, P UNDERCUT ESCAVATION 4,740 C.Y. $ $ 118, $ $ 237, $ 5.00 $ 23, $ $ 161, $ $ 227, P-156 SILT FENCE 2,400 L.F. $ 3.00 $ 7, $ 2.00 $ 4, $ 1.00 $ 2, $ 2.00 $ 4, $ 1.50 $ 3, P INCH DEPTH 21,307 S.Y. $ $ 745, $ $ 298, $ $ 426, $ $ 308, $ $ 319, P-501 PCC PAVEMENT, 10.5-INCH DEPTH 20,922 S.Y. $ $ 2,092, $ $ 1,569, $ $ 1,464, $ $ 1,673, $ $ 2,322, P-602 BITUMINOUS PRIME COAT 5,327 GAL $ 4.00 $ 21, $ 4.00 $ 21, $ 0.01 $ $ 4.50 $ 23, $ 4.50 $ 23, P PAVEMENT MARKING REMOVAL (100%) 1,800 S.F. $ 2.00 $ 3, $ 5.50 $ 9, $ 0.01 $ $ 2.25 $ 4, $ 2.25 $ 4, P TEMPORARY RUNWAY MARKING-WHITE 12,332 S.F. $ 0.50 $ 6, $ 1.60 $ 19, $ 1.00 $ 12, $ 0.75 $ 9, $ 0.75 $ 9, P FINAL RUNWAY MARKING-WHITE 12,332 S.F. $ 0.75 $ 9, $ 1.50 $ 18, $ 1.00 $ 12, $ 0.65 $ 8, $ 0.66 $ 8, P FINAL OUTLINE MARKING-BLACK 1,016 S.F. $ 2.00 $ 2, $ 2.20 $ 2, $ 1.00 $ 1, $ 0.40 $ $ 0.40 $ UNDERDRAIN, 6-INCH PERFORATED 14 D (COMPLETE, INCLUDING POROUS BACKFILL AND FILTER FABRIC) UNDERDRAIN, 6-INCH NON- 15 D PERFORATED 2,579 L.F. $ $ 38, $ $ 30, $ $ 64, $ $ 33, $ $ 67, L.F. $ $ 24, $ $ 9, $ $ 24, $ $ 14, $ $ 19, D-751 UNDERDRAIN CLEANOUT 12 EACH $ $ $ $ 10, $ 1, $ 12, $ $ 10, $ $ 6, CABLE, 1/C #8KV, L-824C INSTALLED IN 17 L CONDUIT OR DUCT BANK COUNTERPOISE, #6 BARE SOLID 18 L COPPER, INCLUDING GROUND RODS AND CONNECTIONS 19 L SCHEDULE-40 PVC, DIRECT EARTH BURIAL, EARTH BACKFILL SCHEDULE-40 PVC, CONCRETE 20 L ENCASED, INSTALLED UNDER NEW RUNWAY PAVEMENT RELOCATED L-861 MEDIUM INTENSITY RUNWAY EDGE LIGHT, NEW L-867B 21 L BASE, ISOLATION TRANSORMER, NEW L-852D IN-PAVEMENT MEDIUM INTENSITY RUNWAY EDGE LIGHT 22 L INSTALLED ON NEW L-868B BASE IN NEW PCC PAVEMENT, INSTALLED COMPLETE REMOVE CONCRETE ENCASED LIGHT B 23 L ASE 1,690 L.F. $ 2.75 $ 4, $ 1.50 $ 2, $ 1.00 $ 1, $ 4.00 $ 6, $ 4.17 $ 7, L.F. $ 2.25 $ 1, $ 1.50 $ 1, $ 1.00 $ $ 6.25 $ 5, $ 6.54 $ 5, L.F. $ 9.50 $ 4, $ 8.50 $ 3, $ $ 4, $ $ 4, $ $ 5, L.F. $ $ 12, $ $ 7, $ $ 9, $ $ 8, $ $ 8, EACH $ 1, $ 8, $ 2, $ 16, $ 2, $ 15, $ 1, $ 11, $ 1, $ 11, EACH $ 3, $ 14, $ 3, $ 12, $ 5, $ 20, $ 2, $ 9, $ 2, $ 9, EACH $ $ 4, $ $ 7, $ $ 5, $ $ 8, $ $ 8, T-901 SEEDING (HYDROSEED) 2 ACRE $ 2, $ 5, $ 2, $ 4, $ 2, $ 5, $ 2, $ 4, $ 2, $ 4, TOTAL BASE BID $3,954, $2,745, $3,163, $3,094, $3,609, of 3
3 ADDITIVE ALTERNATE NO. 1 1 TEMPORARY BARRICDES, LIGHTING M L.S. $ 60, $ 60, $ 48, $ 48, $ 1.00 $ 1.00 $ 10, $ 10, $ 10, $ 10, PAVEMENT REMOVAL, 6-INCH P CONCRETE 11,765 S.Y. $ $ 141, $ 3.80 $ 44, $ $ 294, $ $ 191, $ $ 117, P UNCLASSIFIED EXCAVATION 3,420 C.Y. $ $ 85, $ 9.00 $ 30, $ 5.00 $ 17, $ $ 85, $ 9.00 $ 30, P UNDERCUT EXCAVATION 1,870 C.Y. $ $ 121, $ $ 93, $ 5.00 $ 9, $ $ 63, $ $ 89, P-154 SUBASE COURSE, 8-INCH DEPTH 7,375 S.Y. $ $ 331, $ $ 73, $ $ 73, $ $ 154, $ $ 221, P-156 SILT FENCH 1,470 L.F. $ 3.00 $ 4, $ 2.00 $ 2, $ 1.00 $ 1, $ 2.00 $ 2, $ 1.50 $ 2, P INCH DEPTH BITUMINOUS ASPHALT COURSE (PG 76-8 P , GRADATION 2) 7,272 S.Y. $ $ 276, $ $ 196, $ $ 145, $ $ 152, $ $ 254, ,970 TON $ $ 216, $ $ 197, $ $ 197, $ $ 200, $ $ 228, P-602 BITUMINOUS PRIME COAT 2,050 GAL $ 4.00 $ 8, $ 4.00 $ 8, $ 0.01 $ $ 3.25 $ 6, $ 5.68 $ 11, P-603 BITUMINOUS TACK COAT 820 GAL $ 4.00 $ 3, $ 5.00 $ 4, $ 5.00 $ 4, $ 5.25 $ 4, $ 4.50 $ 3, P TEMPORARY RUNWAY MARKING-WHITE 5,130 S.F. $ 0.50 $ 2, $ 1.60 $ 8, $ 1.00 $ 5, $ 0.75 $ 3, $ 0.75 $ 3, P FINAL RUNWAY MARKING-WHITE 5,130 S.F. $ 0.75 $ 3, $ 1.50 $ 7, $ 1.00 $ 5, $ 0.65 $ 3, $ 0.65 $ 3, TEMPORARY TAXIWAY MARKING- 13 P YELLOW 593 S.F. $ 0.50 $ $ 1.60 $ $ 1.00 $ $ 0.75 $ $ 0.75 $ P FINAL TAXIWAY MARKING-YELLOW 593 S.F. $ 0.75 $ $ 1.50 $ $ 1.00 $ $ 0.65 $ $ 0.75 $ UNDERDRAIN, 6-INCH PERFORATED 15 D (COMPLETE, INCLUDING POROUS BACKFILL AND FILTER FABRIC) 1,270 L.F. $ $ 19, $ $ 17, $ $ 31, $ $ 19, $ $ 33, D-751 UNDERDRAIN CLEANOUT 4 EACH $ $ $ $ 3, $ 1, $ 4, $ $ 3, $ $ 2, CABLE, 1/C #8KV, L-824C INSTALLED IN 17 L CONDUIT OR DUCT BANK COUNTERPOISE, #6 BARE SOLID 18 L COPPER, INCLUDING GROUND RODS AND CONNECTIONS 19 L SCHEDULE-40 PVC, DIRECT EARTH BURIAL, EARTH BACKFILL RELOCATED L-861T MEDIUM INTENSITY TAXIWAY EDGE LIGHT NEW L-867B 20 L BASE, ISOLATION TRANSORMER, RELOCATED L-861 MEDIUM INTENSITY RUNWAY EDGE LIGHT, NEW L-867B 21 L BASE, ISOLATION TRANSORMER, REMOVE CONCRETE ENCASED LIGHT 22 L BASE 175 L.F. $ 2.75 $ $ 1.50 $ $ 1.00 $ $ 4.00 $ $ 4.17 $ L.F. $ 2.25 $ $ 1.50 $ $ 1.00 $ $ 6.25 $ 2, $ $ 4, L.F. $ 9.50 $ 3, $ 8.50 $ 2, $ $ 3, $ $ 8, $ $ 4, EACH $ 1, $ 2, $ 2, $ 5, $ 2, $ 5, $ 1, $ 3, $ 1, $ 3, EACH $ 1, $ 11, $ 2, $ 22, $ 2, $ 20, $ 1, $ 14, $ 1, $ 15, EACH $ $ 1, $ $ 2, $ $ 1, $ $ 2, $ $ 2, T-901 SEEDING (HYDROSEED) 1 ACRE $ 2, $ 2, $ 2, $ 2, $ 2, $ 2, $ 2, $ 2, $ 2, $ 2, TOTAL ADDITIVE ALTERNATE NO. 1 $1,297, $774, $822, $937, $1,047, TOTAL BASE BID AND ADDITIVE ALTERNATE NO. 1 $5,252, $3,520, $3,986, $4,032, $4,656, of 3
4 ADDITIVE ALTERNATE NO. 2 1 P FINAL RUNWAY MARKING-WHITE 70,552 S.F. $ 0.75 $ 52, $ 0.85 $ 59, $ 1.00 $ 70, $ 0.65 $ 45, $ 0.65 $ 45, P FINAL OUTLINE MARKING-BLACK 15,750 S.F. $ 2.00 $ 31, $ 0.70 $ 11, $ 1.00 $ 15, $ 0.40 $ 6, $ 0.35 $ 5, P FINAL TAXIWAY MARKING-YELLOW 2,400 S.F. $ 1.50 $ 3, $ 2.20 $ 5, $ 1.00 $ 2, $ 0.65 $ 1, $ 0.65 $ 1, P PAVEMENT MARKING REMOVAL (70%) 88,702 S.F. $ 1.00 $ 88, $ 0.90 $ 79, $ 0.01 $ $ 0.65 $ 57, $ 0.80 $ 70, TOTAL ADDITIVE ALTERNATE NO. 2 $176, $156, $89, $111, $123, TOTAL BASE BID AND ADDITIVE ALTERNATE NO. 1 & 2 $5,428, $3,676, $4,075, $4,143, $4,780, ADDITIVE ALTERNATE NO. 3 1 TEMPORARY BARRICADES, LIGHTING M L.S. $ 12, $ 12, $ 21, $ 21, $ 1.00 $ 1.00 $ 10, $ 10, $ 10, $ 10, P PAVEMENT REMOVAL, 4-INCH ASPHALT 1,500 S.Y. $ $ 18, $ 4.00 $ 6, $ 5.00 $ 7, $ $ 21, $ $ 15, P UNCLASSIFIED EXCAVATION 4,375 C.Y. $ $ 109, $ $ 48, $ 5.00 $ 21, $ $ 109, $ 9.00 $ 39, P-154 SUBBASE COURSE, 8-INCH DEPTH 1,464 S.Y. $ $ 65, $ $ 20, $ $ 14, $ $ 32, $ $ 43, P INCH DEPTH BITUMINOUS ASPHALT SURFACE 6 P-401 COURSE (PG 76-22, GRADIATION 2) 1,440 S.Y. $ $ 54, $ $ 38, $ $ 28, $ $ 33, $ $ 50, TON $ $ 39, $ $ 54, $ $ 36, $ $ 55, $ $ 41, P-602 BITUMINOUS PRIME COAT 375 GAL $ 4.00 $ 1, $ 4.50 $ 1, $ 0.01 $ 3.75 $ 4.50 $ 1, $ 5.50 $ 2, P-603 BITUMINOUS TACK COAT 150 GAL $ 4.00 $ $ 5.00 $ $ 5.00 $ $ 5.25 $ $ 4.50 $ TEMPORARY TAXIWAY MARKING- 9 P YELLOW 50 S.F. $ 0.50 $ $ $ 2, $ 5.00 $ $ 0.75 $ $ 4.00 $ P FINAL TAXIWAY MARKING-YELLOW 50 S.F. $ 0.75 $ $ $ 2, $ 5.00 $ $ 0.65 $ $ 4.00 $ T-901 SEEDING (HYDROSEED).2 ACRE $ 2, $ $ 2, $ $ 2, $ $ 2, $ $ 2, $ TOTAL ADDITIVE ALTERNATE NO. 3 $302, $195, $110, $264, $204, TOTAL BASE BID AND ADDITIVE ALTERNATE NO. 1, 2, & 3 $5,731, $3,872, $4,186, $4,408, $4,984, ENGINEER'S CERTIFICATION I HEREBY CERTIFY THAT THE ABOVE IS A TRUE AND CORRECT SUMMARY OF PROPOSALS RECEIVED. Michael D. Hixson, P.E. Michael Baker International, Inc. 3 of 3
5 HAMMOND NORTHSHORE REGIONAL AIRPORT RUNWAY 18-36/13-31 INTERSECTION REHAB PROJECTED PROJECT BUDGET ADMINISTRATION Administration Expenses $ 2, SUBTOTAL $ 2, BASIC ENGINEERING SERVICES Bidding $ 23, Construction Administration $ 123, SUBTOTAL $ 146, SPECIAL SERVICES Resident Project Representative $ 145, Construction Materials Testing $ 119, Baker Admin Fee $ 17, Independent Fee Estimate (RS&H) $ 4, SUBTOTAL $ 287, CONSTRUCTION COST Base Bid (Inside RSA-Concrete) $ 2,745, Alternate No. 1 (Reconstruct Outside RSA-Asphalt) $ 774, Alternate No. 2 (Runway Marking) $ 156, Alternate No. 3 (Runway and Taxiway Alpha Repair) $ 195, SUB TOTAL $ 3,872, GRAND TOTAL $ 4,308, August 22, 2016
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