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2009-10-23 Luxa Construction $100,891.00BLAIR AIRPORT AUTHORITY CK ''63 INVOICE DESCRIPTION DISTRIBUTION AMOUNT INVOICE DESCRIPTION DISTRIBUTION AMOUNT NUMBER NUMBER 3080055116 100,891,00 2 All' 3-31-0109.09 f Jd_iiJbt_K_Il_V_it_li_1i'_id_Y_i{Jt_1dJi_1J_Id.Y_it_V_Yt_Y_itY_Y'_Y_1f_i%4i.YJdYJtYJf.ifJdJdJi_K_X_IJJt.YJf_Y_it.Y_Yi_Y_Y�_VJtY_K_IJ..J.fJJJi.YX_ifJfJdJiJi_LfJJJtJJJd.YJt.Y..JJ.YJi_IiJi_ld. BLAIR AIRPORT AUTHORITY CHECK NO. 000,58 218 S. 16TH ST. DATE 10/23/09 BLAIR, NEBRASKA 68008 TWO RIVERS STATE BANK 76-359 (402) 426-4191 BLAIR, NEBRASKA iO49 AMOUNT $ 100,891.00 Caf>a bc>;ilch%cc[ t.iYocis,=sriclm bun(lred riinoty—oiie rlolMrri, no/IjG' PAY TOS - D 100 1,II, I CCNS` RUC TM PO f2.-Oui 105 CHAIRMAN B11AIR3 NE 68008 i TREASURER o 0 110 S tala ��a �,Cl�=�"A 0 0 � .3i I I y fly G"1li`G'Vi-6'13 G'1l`G'1S`GlS`Gl36VT61S`6'13-O1S-6.15-613i-613`6"1'1`61�`6'17`613`61S`G-13`6-15`61Y6'1S`61Y6V-3V`G`13`3'1S`613`6'11`O'1i-61]i`61S`Gla`313"G'Ll`61ti`61]i`G1]i-G1]i`613 S r 30100 eudor Number LURA CONSTRUCTION Pr O BOX 105 BLAIR NE 68008 Account Number 3080055116 AT 3-31-0109-09 Description I do solemnly swear that the above is five and correct to the best of my totowledge. subscrlbed.and.swo n -to beforente this 22th day ofOctober, 2009. Finance Committee Approval: VIM Pate Check Number 100,891.00 TOW $ 100,891.00 P Frahm City Trea-sfarer- n 1 1 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 4 COPIES TO DEPT. OF AERONAUTICS Estimate No.: 2 Date: September 30, 2009 Project No. AIP 3-31-0109-09 Project: Parallel Taxiway to Runway 13/31 ORDER Date of Contract: July 24, 2009 ORDER HWS # 52-59-1124 Page 1 Of 2 BTA 09 Est 2.x1sx CHG ORIGINAL CHGREVISED ESTIMATED ITEM NO. ORDER DESCRIPTION CONTRACT ORDER CONTRACT UNIT QUANTITY UNIT PRICE TOTAL QTY . QUANTITY QTY QUANTITY TO DATE SECTION 1 - SOUTH TAXIWAY PAVING 1 1 L.S. 0.02 $ 61 960.00 1,239.20 101 Site Preparation 1 1 L.S. $ 16,525.00 $ - 102 Mobilization 1 1 L.S. 0.50 $ 4,494.00 $ 2,247.00 103 Barricades And Warnin Markers 104 Construction Staking 1 1 L.S. 0.40 $ 4,600.00 $ 1,840.00 105 Remove Paint 666 666 S.F. $ 2.10 106 Remove Reflector With Protector 3 3 Each 2 $ 32,00 $ 64,00 107 Unclassified Excavation 6,430 6,430 C.Y. 2,230 2,51 5,597.30 108 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 $ Smoothness Test 1 F 1 I L.S. $ 1605.00 $ 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 Paintin With Reflective Media 2,100 2,100 S.F. 2.00 $ - 116 PaintingWithout Reflective Media 4,269 4,269 S.F. $ 1.50 117 Cover CropSeeding10.20 10.20 Acre $ 134,00 $ 118 Air ort Seedling 10.20 10.20 Acre $ 754.00 1 $ SECTION 2 - NORTH TAXIWAY GRADING AND PAVING 201 Site Preparation 1 1 LS, 0.50 $ 32 465,00 $ 16232.50 1 1 L.S. 0.90 $ 6,680.00 $ 6,012.00_ 202 Mobilization 1 1 L.S. 0.50 $ 4,494.00 $ 2,247.00 203 Barricades And Warning Markers 1 1 L.S. 0.60 t 91095.00 $ 5,457.00 204Construction Staking 333 333 S.F. $ 2.10 $ - 205 Remove Paint 21 21 Each 21 1 $ 32.00 $ 672.00 206 Remove Reflector With Protector 207 Unclassified Excavation 77,200 77,200 C.Y. 77,200 $ 2.48 $ 191 456.00 208 T e 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 1 $ 36.34 $ 4,724.20 213 18" Galvanized CSP FES 2 2 Eacht8,601 $ 367.00 $ 734.00 214 24" R,C.P. Class III 234 234 L.F. $ 41.90 $ 9,720.80 1 1 Each$ 564.00 $ 564.00 215 24" R.C.P. F.E.S. 1 1 Each$ 6 270.00 $ 216 217 Grate Inlet Concrete Channel Pavement Culvert End Treatment 34 34 S.Y. $ 86.40 2,246.40 218 6" Crushed P-208 A re ate Base Course 10,317 10,317 S.Y. $ 10.50 $ 90,310.50 219 8" P-501 P.C. Concrete Pavement 7,568 7,568 S.Y. 1 $ 30.60 220 P-405 Hot Mix Asphalt Pavement' 460 460 Ton 153.89 $ 97.00 14,927.33 221 Duct Marker In Pavement 2 2 Ea. $ 10.00 1 1 L.S. $ 1,605.00 $ - 222 Smoothness Test 3,808 3,808 L.F. 4,380 $ 1.75 $ 7,665.00 223 Silt Fence 80 80 Hr. 8 $ 90.00 $ 720.00 224 Erosion Control Maintenance Turf Reinforcing Mat, Class 2B, Type AA w/ Fertilizer & Seed 2,272 2,272 S.Y. 233 $ 4.75 $ 1,106.75 225 226 Erosion Control Blanket, Class 1B, 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. 129 $ 0.25 $ 32.25 229 Painting With Reflective Media 1,991 1,991 S.F. $ 2.00 $ - 230 Paintin Without Reflective Media 2 932 S.F. $ 1.50 $ 231 Cover CropSeeding33.3 E2,932 33.3 Acre 134.00 $ 232 Airport Seedin 33.3 33.3 Acre 233 L-853 Elevated Ede Reflector And Protector Installed 25 25 Each $ 235.00 HWS # 52-59-1124 Page 1 Of 2 BTA 09 Est 2.x1sx ITEM NO. CHG ORDER QTY DESCRIPTION ORIGINAL CONTRACT QUANTITY CHG ORDER QTY REVISED CONTRACT QUANTITY UNIT ESTIMATED QUANTITY TO DATE UNIT PRICE TOTAL SECTION 3 - SOUTH TAXIWAY LIGHTING $ Progress Est 4 $ Progress Est 5 $ Progress Est 6 301 Site Preparation 1 1 L.S. Working'ays 3,424.00 of 65 Working Days 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 Sin 2 2 Ea, 1 $ 236.00 $ 308 1-Way2" Schedule 40 PVC Duct In Trench 4,968 4,968 1 L.F. 2,50 309 1/c #8 SKV L-824 Cable In Duct 9,254 9,254 L.F. 1.70 $ 310 1/c #6 Green Safety Ground AWG XHHW In Duct 5,214 5,214 L.F. 1.70 $ 311 #6 Solid Bare Counterpoise In Trench 4,968 4,968 L.F. 1.30 $ 312 L-861TTaxiwa Ede Light, Quartz Base Mounted 53 53 Ea. $ 792.00 $ 313 L -858R Sin LED, 1 Module (Complete) 1 1 Ea. 5 564.00 $ 314 L-858R/Y Sin LED, 2 Module, Com fete 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 - ADD/DEDUCT TEEMS Add 3-1 L -861T Twy Ede Light LED Fixture In Lieu Of Quartz Fixture Mat'I Oni 53 53 Each $ 178.00 Add 3-2 1-861T Taxiway Ede Light, LED New E ui ment Only)27 27 Each $ 417.00 $ Deduct 3-3 L 828 10 KW Regulator (Equipment only) 1 1 L.S.1 $ 1,360.00 SECTION 4 - NORTH TAXIWAY LIGHTING 401 Site Preparation 1 1 L.S. $ 2,354.00 1 $ 402 Mobilization 1 1 I L,S. 1969.00 403 Barricades And Warning Markers 1 1 L.S. $ 4,494.00 404 Construction Staking1 1 L.S. $ 535.00 $ 405 Remove Reflector With Protector 26 26 Ea. 2 $ 32.00 $ 64.00 406 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-Way2" HDPE Duct In Trench 106 106 L.F. $ 3.75 409 1/c #8 SKV L-824 Cable In Duct 5 516 5,516 L.F. $ 1.70 410 1/c #6 Green Safe Ground AWG XHHW, In Duct 4,951 4,951 L.F. $ 1.70 $ 411 #6 Solid Bare Counter oise In Trench 4,763 4 763 L.F. $ 1.30 412 L-861TTaxiwa Ede Light, Quartz Base Mounted 61 61 Ea. 792.00 $ 413 L-85BR Si n, LED, 1 Module, Com (Complete) 1 1 Ea. $ 5,564.00 $ 414 J Ed e Li ht Ta s 61 61 Ea. 17.00 $ SECTION 4 ADD TEEM Add 4 1 L-861TT Edge Light, LED Fixture In Lieu Of Quartz Fixture Mat'l Only) 61 61 Ea. 197.00 w nne ee, o0 I Mal mom rete as v1 vv-ao-vo -,�• -• Original Contract Amount: i $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 co ormity with the plans and specifications.N1 �L c, Date: `i —3 0 / Allen F. Jambor, P.E. Project Engineer - HWS Consulting GroupIn . -dA1,AAx &&10 - I Date: NDA Pproject Engineer Approved For Payment*r Project Engineer's Certification Approved: Date: ! �! Sponsor Less 10% Retained: $ 40,237.14 Less Liquidated Damages: $ Less Previous Estimates Progress Est 1 $ 255,933.12 Progress Est 2 $ Progress Est 3 $ Progress Est 4 $ Progress Est 5 $ Progress Est 6 $ Progress Est 7 $ - TOTAL DUE THIS ESTIMATE $ 106,201.12 Working'ays Charged As Of 30 of 65 Working Days 09/26/2009: OCT - ! 2009 ------- DEPT, OF AERONAt l[ HWS # 52-59.1124 Page 2 Of 2 BTA 09 Est 2.xisx