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2009-09-15 Luxa Construction $255,933.12DATE 9j15/09 BLAIR AIRPORT AUTHORITY CK -it 559 INVOICE DESCRIPTION DISTRIBUTION AMOUNT INVOICE DESCRIPTION DISTRIBUTION AMOUNT NUMBER NUMBER 308005` f l6 2.55, 933.12 GEct. 611. ATP 1-31-01,09-01) ( YJf.Y.X_Y_YYJ�(_Y_Y_Y..J1.Y_YY.Y_Y_Y_Y_Y.Y_Y.X_Y_YJi.YJt.Y_Y.X.3f.XJi_Y_Y_Y_Y.Y.Jd_YJiYJ:_Y.YY_Y.X_X_YJt.YJt.X_.Y.Y_Y.YJt_YX.X_X_YX.Y_XJ(_YJJJi'_YJ.f�JJJt.Y_X.X_Y_Y. BLAIR AIRPORT AUTHORITY CHECK NO. O@ 05 218 S. 16TH ST. DATE i5/09 BLAIR, NEBRASKA 68008 TWO RIVERS STATE BANK 76-359 (402) 426-4191 BLAIR, NEBRASKA 1049 AMOUNT $ 2554933,12 Two hundred fifty -f ve thousand, nine hundred thirty-three doltaro aria 12 t 07-------m-----®- 4 PAY TO: c r r UXA CONS` RUCTTON PO BOX 105 CHAIRMAN _ { LIP= BLAIR, NE 68008 NON-HRI-RDOM .1 �? rTREASURER yt 613'61i'6ti G'ti1'G1l 6`1Z 611'613 6V-O'Vi 6'1S-61S'G'V'O'1Y617"6'13'6'13'd13-6'll'6V 6'13'bli 6'13'6"3'6'1i'6ii"6'Vi a1i'695'613'6V G1S'6'�7i 613'6'1'Y'Oi13'6lS'3'ii G1ti 6Vi G1Y 7 30100 Y �esndff 17'siaiavzr LURA CONSTRUCTION P O BOX 105 BLAIR NE 68008 Account Number 3080055116 1 AIP 3-31-0109-09 I do solenudy swear that the above is true and correct to the best of mylolowledge. �ulssceffie-d sure@ swoni to beforeme ties 15th dayof September, 2009. Finance Committee Approval: 9/15/709 F ate 'sq Check Number 255,933.12 Total $ 255,933.12 P Frahm City Treasurer PROGRESS ESTIMATE STATE OF NEBRASKA DEPARTMENT OF AERONAUTICS Sponsor Blair Airport Authority 218 South 16th Street Blair Nebraska Airport Name: Blair Municipal Airport (BTA) Contractor: Luxa Construction Co., Inc. 925 E. Dixon Road / P.O. Box 105 Blair, NE 68008 A46664Y 4 COPIES TO DEPT. OF AERONAUTICS Estimate No.: Date: August 28, 2009 Project No. AIP 3-31-0109-09 Project: Parallel Taxiway to Runway 13/31 Date of Contract: July 24, 2009 ITEM NO, CHG ORDER TY DESCRIPTION ORIGINAL CONTRACT QUANTITY CHG ORDER QTY REVISED CONTRACT QUANTITY UNIT ESTIMATED QUANTITY TO DATE UNIT PRICE TOTAL SECTION;I=SOUTH TAXIWAY PAVING 101 Site Preparation 1 1 L.S. $ 61,960.00 $ 102 Mobilization 1 1 L.S. $ 16,525.00 $ 103 Barricades And Warning Markers 1 1 L.S. $ 4,494.00 $ 104 Construction Staking 1 1 L.S. $ 4,600.00 $ 105 Remove Paint 666 666 S.F. $ 2.10 $ 106 Remove Reflector With Protector 3 3 Each $ 32.00 $ 107 Unclassified Excavation 6,430 6,430 C,Y. 2.51 $ 108 6" Crushed P-208 Aggregate Base Course 9,307 9,307 S.Y. 10.05 $ 109 8" P-501 P.C. Concrete Pavement 7 956 7,956 S.Y. $ 30.60 $ 110 Duct Marker In Pavement 2 2 Each 100.00 1 $ 111 Smoothness Test 1 1 L.S. $ 1,605.00 112 Silt Fence 500 500 L.F. 1.75 113 Erosion Control Maintenance 40 40 Hr. $ 90.00 114 Remove Silt Fence 500 500 L.F. $ 0.25 $ 115 Painting With Reflective Media 2,100 2,100 S.F. $ 2.00 $ 116 Painting Without Reflective Media 4,269 4,269 S.F. 1 $ 1.50 $ 117 Cover Crop Seeding 10.20 10.20 Acre $ 134.00 $ 118 Airport Seeding 10.20 10.20 Acre $ 754.00 $ SECTION 2 -=NORTH TAXIWAY GRADING AND PAVING. ` 201 Site Preparation 1 i L.S. 0.37 $ 32,465.00 $ 12,012.05 202 Mobilization 1 1 L.S. 0.25 6,680.00. $ 203 Barricades And WarningMarkers 1 1 L.S. 0.50 4,494.00 $ g2,247.00 204 Construction Stakin 1 1 L.S. 0.40 9,095.00 $ 205 Remove Paint 333 333 S.F. 2.10 $206 Remove Reflector With Protector 21 21 Each 20 $ 32.00 $ 640.00 207 Unclassified Excavation 77,200 77,200 C.Y. 75,720 $ 2.48 $ 187 785.60 208 Type 1 Pavement Removal 1,788 1,788 S.Y. 1,788 10.65 $ 19,042.20 209 Type 2 Pavement Removal 2,137 2,137 S.Y. 2,137 $ 7.60 $ 16,241.20 210 Type 3 Pavement Removal 964 964 S.Y. 230 $ 3.20 $ 736.00 211 Type 4 Pavement Removal 663 663 S.Y. $ 2.35 $ - 212 18" Galvanized CSP 130 130 L.F. 130 $ 36.34 $ 4,724.20 213 18" Galvanized CSP FES 2 2 Each 2 $ 367.00 $ 734.00 214 24" R.C,P. Class 1II 234 234 L.F. 232 $ 41.90 $ 9,720.80 215 24" R.C.P. F.E.S. 1 1 Each 1 $ 564.00 $ 564.00 216 Grate Inlet 1 1 Each $ 6,270.00 $ - 217 Concrete Channel Pavement Culvert End Treatment 34 34 S.Y. $ 86.40 $ 218 6" Crushed P-208 Aggregate Base Course 10,317 10,317 S.Y. $ 10.50 $ 219 8" P-501 P.C. Concrete Pavement 7,568 7,568 S.Y. $ 30.60 - 220 P-405 Hot Mix Asphalt Pavement 460 460 Ton 153.89 1 $ 97.00 14,927.33 221 Duct Marker In Pavement 2 2 Ea. $ 10.00 $ - 222 Smoothness Test 1 1 L.S. $ 1,605.00 $ - 223 Silt Fence 3,808 3,808 L.F. 4,299 $ 1.75 $ 7,523.25 224 Erosion Control Maintenance 80 80 Hr. 6.50 90.00 $ 585.00 225 Turf Reinforcing Mat, Class 2B, Type AA w/ Fertilizer & Seed 2,272 2,272 S.Y. 233 $ 4.75 $ 1,106.75 226 Erosion Control Blanket Class 18 Type B w/ Fertilizer & Seed 9,000 9,000 S.Y. $ 1.18 $ - 227 Temporary Erosion Check Straw Wattle 415 415 L.F. 155 $ 3.05 $ 472.75 228 Remove Silt Fence 3,808 3,808 L.F. 0.25 $ 229 Painting With Reflective Media 1,991 1,991 S.F. $ 2.00 $ 230 ainting Without Reflective Media 2 932 2,932 S.F. $ 1.50 $ 231 Cover Crop Seeding 33.3 33.3 Acre $ 134.00 $ 232 Airport Seeding33.3 33.3 Acre $ 754.00 $ 233 L-853 Elevated Ede Reflector And Protector Installed 25 1 25 Each $ 235.00 $ HWS # 52-59-1124 Page 1 Or 2 BTA 09 Est 1.x1sx ITEM NO, CHG ORDER TY DESCRIPTION ORIGINAL CONTRACT QUANTITY CHG ORDER QTY REVISED CONTRACT QUANTITY UNIT ESTIMATED QUANTITY TO DATE UNIT PRICE TOTAL SECTION3 = SOUTH TAXIWAY LIGHTING 4 Progress Est 5 Progress Est 301 Site Preparation 1 1 L.S. $ 3,424.00 $ 302 Mobilization 1 1 L.S. $ 4,301.00 $ 303 Barricades And Warning Markers 1 1 L.S. $ 4,494.00 304 Place And Maintain X Each Time Placed And Removed 2 2 Ea. $ 100.00 $ 305 Construction Staking 1 1 L.S. $ 535.00 306 Remove Reflector With Protector 26 26 Ea. $ 32.00 $ 307 Remove And Salvage Sign 2 2 Ea. $ 236.00 $ 308 1 -Way 2" Schedule 40 PVC Duct In Trench 4,968 L.F. $ 2.50 $ 309 1/c #8 SKV L-824 Cable In Duct 9,254 L.F. 1.70 $ 310 1/c #6 Green Safe Ground AWG XHHW In Duct 5,214 L.F. 1.70 $ 311 #6 Solid Bare Counterpoise In Trench N4968 4,968 L.F. $ 1.30 $ 312 L-861TTaxiwa Ede Li ht, Quartz Base Mounted 53 Ea. 792.00 $ 313 L 858R Si n, LED, 1 Module, Com tete 1 Ea. 5,564,00 314 L-858R/Y Sin LED 2 Module, Com tete 1 1 Ea. $ 6,152.00 315 Ede Light Tags 80 80 Ea. $ 17.00 $ Electrical Vault Work With 10 KW Regulator) 1 1 L.S. $ 13,535.00 $ SECTION 3, 'iADD/ DEDUCT ITEMS. Add 3-1 L-861TT Edge tight, LED Fixture In Lieu Of Quartz Fixture Mat'I Only)53 53 Each $ 178.00 $ Add 3-2 L -861T Taxiway Ede Light, LED New Equipment Onl 27 27 Each 417.00 $ Deduct 3-3 L-828 10 KW Regulator (Equipment Only) 1 1 L.S. 1 1 $ 1,360.00 SECTION 4 -;:NORTH TAXIWAY LIGHTING . 401 Site Preparation 1 1 L.S. $ 2,354.00 $ 402 Mobilization 1 1 L.S. 1,969.00 $ 403 Barricades And WarningMarkers 1 1 L.S. $ 4,494.00 $ 404 Construction Staking1 1 L.S. $ 535.00 405 Remove Reflector With Protector 26 26 Ea. 32.00 406 Remove And Salvage Sin 1 1 Ea. $ 236.00 407 1 -Way 2" Schedule 40 PVC Duct In Trench 4,657 4,657 L.F. $ 2.50 408 1 -Way 2" HDPE Duct In Trench 106 106 L.F. $ 3.75 409 1/c #8 5KV L-824 Cable In Duct 5,516 5,516 L.F. $ 1.70 410 1/c #6 Green Safety Ground AWG XHHW, In Duct 4,951 4,951 L.F. $ 1.70 411 #6 Solid Bare Counterpoise In Trench 4,763 4,763 L.F. $ 1.30 412 L-861TTaxiwa Edge Light, Quartz Base Mounted 61 61 Ea. $ 792.00 1 $ 413 L -858R Sin LED I Module (Complete) 1 1 Ea. 1 $ 5,564.00 $ 414 Edge Light Tags 61 61 Ea. $ 17.00 SECTION 4 AbD ITEM Add 4-1 L-861TTwy Edge Light, LED Fixture In Lieu Of Quartz Fixture Mad Only) 61 61 Ea. $ 197.00 $ Total Complete as of 08-29-09 1 1 $ 284,370.13 Original Contract Amount: 1,505,291.15 As Project Engineer, I hereby certify that the quantities shown above have been completed from measurements made by me or my assignees and that the work has been performed in reasonable close conformity with the plans and specincations. Date: T 12 IR( d cy f Allen F. ]ambor, P.E. Project Engineer - HWS Consulting Group Inc.( \ 6 c. 9 Date; q- 4,,Q-9 NDA Pproject Engineer Approved For Payment er Project Engineer's Certification Approved: Date: Sponsor Less 10% Retained: $ 28,437.01 Less Liquidated Damages: $ Less Previous Estimates Progress Est 1 Progress Est 2 Progress Est 3 Progress Est 4 Progress Est 5 Progress Est 6 Progress Est 7 TOTAL DUE THIS ESTIMATE 1 $ 255,933.12 Working Days Charged As Of 13 of 65 Working Days 08/29/2009: RECEIVED AUG I200U DEPT. OF AERONAUTIC" HWS # 52-59-1124 Page 2 Of 2 BTA D9 Est 1.xlsx