3196304 US-69 Mayes Co. E 19 C49 MAYES 08000 362230 -951746 76 PAVEMENT REHABILITATION N US 6.00 2026/05/14 8YEAR 860646602 0000 Default Funding for Design 1 N 100.0000 Default 0330 TRAFFIC LIGHTING F006 1060 802(B)0320 2" PVC SCH.40 PLASTIC CONDUIT BORED N LF Regression price calculated as geometric mean. Y 2420.000 40.00000 N N 96800.00 Default Y 1070 802(B)0324 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED N LF Regression price based on quantity. Y 1550.000 25.00000 N N 38750.00 Default Y 1080 803(A)1210 PULL BOX(SIZE I) N EA Regression price based on quantity. Y 27.000 1800.00000 N N 48600.00 Default Y 1090 804(A)2200 STRUCTURAL CONCRETE N CY Average price based on quantity level from 19.970 to 58.000. Y 30.000 1200.00000 N N 36000.00 Default Y 1100 804(B)2300 REINFORCING STEEL N LB Regression price calculated as geometric mean. Y 5112.000 3.50000 N N 17892.00 Default Y 1110 805(A)3228 (PL)REMOVAL OF LIGHT POLE N EA Regression price based on quantity. Y 24.000 500.00000 N N 12000.00 Default Y 1120 806(C)4508 40' MTG & 8' HLMA(G.STL.) N EA Average price based on quantity level from 9.000 to 98.000. Y 18.000 6000.00000 N N 108000.00 Default Y 1130 807 5120 BREAKAWAY BASE (DES. B) N EA Average price based on quantity level from 13.000 to 35.000. Y 18.000 1200.00000 N N 21600.00 Default Y 1140 809(A)7200 ROADWAY LUMINAIRE N EA Average price based on quantity level from 9.000 to 46.000. Y 18.000 2000.00000 N N 36000.00 Default Y 1150 810(A)8200 SERVICE POLE N EA Regression price calculated as geometric mean. Y 1.000 8000.00000 N N 8000.00 Default Y 1160 811 9115 1/C NO.4 ELECT.COND. N LF Regression price based on quantity. Y 13530.000 3.00000 N N 40590.00 Default Y 1170 811 9130 1/C NO.10 ELECT.COND. N LF Regression price based on quantity. Y 1800.000 3.00000 N N 5400.00 Default Y 0000 Default Funding for Design 1 N 100.0000 0340 TRAFFIC CONTROL F006 1180 857(A)9205 CONSTRUCTION TRAFFIC STR.(PAINT)(6" WIDE) N LF Regression price calculated as geometric mean. Y 10800.000 0.44000 N N 4752.00 Default N 1190 857(C)9405 REMOVABLE PAVEMENT MARKING TAPE(6" WIDE) N LF Average price based on quantity level from 2000.000 to 4000.000. Y 2800.000 1.88000 N N 5264.00 Default N 1200 857(E)9600 (PL)CONSTRUCTION ZONE PAVEMENT MARKERS N EA Average price based on quantity level from 2000.000 to 2000.000. Y 2300.000 3.74000 N N 8602.00 Default N 1210 857(E)9630 (PL)CONST.ZONE PAV.MKRS(FLEX TAB)TYP.2-2 N EA Regression price based on quantity. Y 1800.000 1.10000 N N 1980.00 Default N 1220 857(F)9700 PAVEMENT MRKNG.REMOVAL(TRAF.STRP) N LF Regression price based on quantity. Y 12840.000 0.50000 N N 6420.00 Default N 1230 871(B)2300 CONST.ZONE IMPACT ATTEN. N SD Regression price based on quantity. Y 900.000 18.00000 N N 16200.00 Default N 1240 876(A)3210 (PL)TRUCK MOUNTED ATTENUATOR N SD Regression price based on quantity. Y 900.000 34.00000 N N 30600.00 Default N 1250 877(B)4300 DELIVER PORTABLE LONGITUDINAL BARRIER N LF Regression price based on quantity. Y 16825.000 30.00000 N N 504750.00 Default N 1260 877(C)4400 RELOCATION OF PORT. LONGITUDINAL BARRIER N LF Regression price based on quantity. Y 25325.000 5.43000 N N 137514.75 Default N 1270 878(B)5300 MODULAR GLARE SCREEN (TEMPORARY) N SD Average price based on quantity level from 17280.000 to 30480.000. Y 46800.000 0.67000 N N 31356.00 Default N 1280 880(A)6220 ARROW DISPLAY(TYPE C) N SD Regression price based on quantity. Y 900.000 11.80000 N N 10620.00 Default N 1290 880(B)6300 CONSTRUCTION SIGNS 0 TO 6.25 SF N SD Regression price based on quantity. Y 15750.000 0.67000 N N 10552.50 Default N 1300 880(B)6310 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF N SD Regression price based on quantity. Y 9900.000 1.05000 N N 10395.00 Default N 1310 880(B)6320 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF N SD Regression price based on quantity. Y 12600.000 1.87000 N N 23562.00 Default N 1320 880(C)6405 CONSTRUCTION BARRICADES(TYPE II) N SD Average price based on quantity level from 600.000 to 900.000. Y 2700.000 3.06000 N N 8262.00 Default N 1330 880(C)6410 CONSTRUCTION BARRICADES(TYPE III) N SD Regression price based on quantity. Y 9900.000 1.58000 N N 15642.00 Default N 1340 880(D)6500 VERTICAL PANELS N SD Regression price based on quantity. Y 6000.000 0.42000 N N 2520.00 Default N 1360 880(E)6616 WARNING LIGHTS(TYPE D) N SD Regression price based on quantity. Y 15300.000 0.60000 N N 9180.00 Default N 1370 880(F)6700 DRUMS N SD Regression price based on quantity. Y 15300.000 0.37000 N N 5661.00 Default N 1380 880(G)6805 CHANNELIZER CONES N SD Regression price based on quantity. Y 11250.000 0.54000 N N 6075.00 Default N 1390 882(A)8210 PORT.CHANGEABLE MESSAGE SIGN N SD Date to price is blank; using date of 02/16/2025. Regression price based on quantity and date. Y 900.000 20.60000 N N 18540.00 Default N 1350 880(E)6607 WARNING LIGHTS(TYPE B) N SD Regression price based on quantity. Y 23400.000 0.69000 N N 16146.00 Default N 0000 Default Funding for Design 1 N 100.0000 0300 SIGNING & STRIPING F006 0880 413(B)4310 RUMBLE STRIP-METHOD HMA-CYC N LF Regression price based on quantity. Y 34600.000 0.35000 N N 12110.00 Default N 0900 413(D)4510 RUMBLE STRIP METHOD PCC-CYC N LF Average price based on quantity level from 1070.000 to 1070.000. Y 38390.000 2.25000 N N 86377.50 Default N 0910 804(A)2200 STRUCTURAL CONCRETE N CY Average price based on quantity level from 1.000 to 3.760. Y 1.180 1217.50000 N N 1436.65 Default N 0920 804(B)2300 REINFORCING STEEL N LB Regression price calculated as geometric mean. Y 194.000 3.50000 N N 679.00 Default N 0930 805(D)3528 (PL)REMOVE & RESET EXISTING SIGNS N EA Regression price based on quantity. Y 5.000 386.00000 N N 1930.00 Default N 0940 850(A)1200 SHEET ALUMINUM SIGNS N SF Regression price based on quantity. Y 1573.000 41.00000 N N 64493.00 Default N 0950 850(B)1310 EXTRUDED ALUMINUM PANEL SIGNS N SF Regression price based on quantity. Y 43.000 76.00000 N N 3268.00 Default N 0960 851(A)2200 4"@13 GALV.STL.WD.FLANGE BM.POST N LF Regression price calculated as geometric mean. Y 41.000 47.50000 N N 1947.50 Default N 0970 851(B)2315 3"@7.58 GALV.STL.PIPE POST N LF Regression price based on quantity. Y 34.000 39.50000 N N 1343.00 Default N 0980 851(C)2415 2" SQUARE TUBE POST N LF Date to price is blank; using date of 02/16/2025. Regression price based on quantity and date. Y 3204.000 14.00000 N N 44856.00 Default N 0990 853 5130 DELINEATORS(TYPE 1, CODE 1, FLEXIBLE) N EA Regression price calculated as geometric mean. Y 81.000 85.40000 N N 6917.40 Default N 1000 856(A)8207 (SP) TRAFFIC STRIPE(PLURAL-COMPONENT)(6" WIDE) N LF Y 216320.000 0.86000 N N 186035.20 Default N 1010 856(A)8211 (SP) TRAFFIC STRIPE(PLURAL-COMPONENT)(8" WIDE) N LF Y 4540.000 2.12000 N N 9624.80 Default N 1020 856(A)8215 (SP) TRAFFIC STRIPE(PLURAL-COMPONENT)(12" WIDE) N LF Y 2580.000 2.69000 N N 6940.20 Default N 1030 856(A)8219 (SP) TRAFFIC STRIPE(PLURAL-COMPONENT)(24" WIDE) N LF Y 830.000 14.86000 N N 12333.80 Default N 1040 856(B)8307 (SP) TRAFFIC STRIPE(PLURAL-COMP)(ARROWS) N EA Y 103.000 270.00000 N N 27810.00 Default N 1050 880(C)6425 PERMANENT BARRICADE UNIT N EA Average price based on quantity level from 14.000 to 14.000. Y 1.000 1000.00000 N N 1000.00 Default N 0870 413(A)4200 RUMBLE STRIP-METHOD HMA-CON N LF Y 38630.000 0.40000 N N 15452.00 Default N 0890 413(C)4400 RUMBLE STRIP-METHOD PCC-CON N LF Y 45130.000 0.60000 N N 27078.00 Default N 0000 Default Funding for Design 1 N 100.0000 0100 ROADWAY F006 0010 201(A)1200 CLEARING AND GRUBBING N LSUM Y 1.000 25000.00000 N N 25000.00 Default N 0020 202(A)2200 UNCLASSIFIED EXCAVATION N CY Regression price based on quantity. Y 93471.000 9.50000 N N 887974.50 Default N 0040 205(A)6200 TYPE A-SALVAGED TOPSOIL N LSUM Y 1.000 50000.00000 N N 50000.00 Default N 0060 221(B)2300 TEMPORARY SILT FENCE N LF Regression price based on quantity. Y 54065.000 2.76000 N N 149219.40 Default N 0080 221(E)2600 TEMPORARY SILT DIKE N LF Date to price is blank; using date of 09/06/2025. Regression price based on quantity and date. Y 1806.000 13.50000 N N 24381.00 Default N 0090 221(F)2730 TEMPORARY ROCK FILTER DAM TYPE 4 N CY Regression price based on quantity. Y 71.000 195.00000 N N 13845.00 Default N 0100 230(A)7200 SOLID SLAB SODDING N SY Regression price based on quantity. Y 241476.000 2.60000 N N 627837.60 Default N 0070 221(C)2400 TEMPORARY SEDIMENT FILTER N EA Regression price based on quantity. Y 81.000 318.00000 N N 25758.00 Default N 0120 241 3100 MOWING N AC Regression price based on quantity. Y 276.000 224.00000 N N 61824.00 Default N 0370 610(I)6000 TACTILE WARNING DEVICE-NEW N SF Regression price calculated as geometric mean. Y 157.000 45.36000 N N 7121.52 Default N 0320 509(D)0500 CLASS C CONCRETE N CY Regression price based on quantity. Y 1770.000 448.60000 N N 794022.00 Default N 0170 402(E)2600 TRAFFIC BOUND SURFACE COURSE TYPE E N TON Quantity of 51279.000 is out of range; using quantity of 47019.000. Regression price based on quantity. Y 51279.000 32.55000 N N 1669131.45 Default N 0140 307(K)4200 STABILIZED SUBGRADE N SY Regression price based on quantity. Y 251644.000 7.50000 N N 1887330.00 Default N 0200 411(B)1330 SUPERPAVE, TYPE S3(PG 64-22 OK) N TON Regression price based on quantity. Y 38415.000 98.00000 N N 3764670.00 Default N 0220 411(C)1430 SUPERPAVE, TYPE S4(PG 64-22 OK) N TON Regression price based on quantity. Y 5526.000 121.00000 N N 668646.00 Default N 0240 414(A)5200 P.C.CONCRETE PAVEMENT(PLACEMENT) N SY Regression price based on quantity. Y 33843.000 20.20000 N N 683628.60 Default N 0250 414(B)5300 DOWEL JOINTED P.C.C.PAVT.(PLACEMENT) N SY Regression price based on quantity. Y 185941.000 24.15000 N N 4490475.15 Default N 0270 414(G)5800 P.C. CONCRETE FOR PAVEMENT N CY Regression price based on quantity. Y 69023.000 210.00000 N N 14494830.00 Default N 0360 610(B)5310 6" CONCRETE DRIVEWAY N SY Date to price is blank; using date of 09/06/2025. Regression price based on quantity and date. Y 4666.000 76.75000 N N 358115.50 Default N 0180 407(B)7300 TACK COAT N GAL Regression price based on quantity. Y 5627.000 4.00000 N N 22508.00 Default N 0190 411(B)1320 SUPERPAVE, TYPE S3(PG 70-28 OK) N TON Regression price based on quantity. Y 959.000 138.00000 N N 132342.00 Default N 0210 411(C)1420 SUPERPAVE, TYPE S4(PG 70-28 OK) N TON Regression price based on quantity. Y 633.000 168.00000 N N 106344.00 Default N 0340 609(A)4230 CONC.CURB(6" BARRIER-INTEGRAL) N LF Regression price based on quantity. Y 8500.000 13.20000 N N 112200.00 Default N 0350 610(A)5200 4" CONCRETE SIDEWALK N SY Regression price based on quantity. Y 2286.000 81.75000 N N 186880.50 Default N 0280 501(A)1200 STRUCTURAL EXCAVATION UNCLASSIFIED N CY Regression price based on quantity. Y 48.000 40.00000 N N 1920.00 Default N 0290 509(A)0200 CLASS AA CONCRETE N CY Regression price based on quantity. Y 151.000 811.50000 N N 122536.50 Default N 0330 511(A)2200 REINFORCING STEEL N LB Regression price based on quantity. Y 20437.000 1.66000 N N 33925.42 Default N 0390 611(A)7210 MANHOLE (4' DIA.) N EA Average price based on quantity level from 2.000 to 5.000. Y 4.000 4803.00000 N N 19212.00 Default N 0410 611(G)0304 INLET W/SMALL JCT. BOX, CI, DES.3 N EA Average price based on quantity level from 1.000 to 7.000. Y 1.000 10877.00000 N N 10877.00 Default N 0460 611(G)7754 INLET CI DES. 2 (STD) N EA Average price based on quantity level from 2.000 to 8.000. Y 4.000 6534.00000 N N 26136.00 Default N 0470 611(G)7786 INLET CI DES. 3 (STD) N EA Quantity of 40.000 is out of range; using quantity of 35.000. Regression price calculated as geometric mean. Y 40.000 9350.00000 N N 374000.00 Default N 0480 611(H)0414 ADD'L DEPTH IN INLET CI DES. 2 N VF Regression price based on quantity. Y 4.000 628.00000 N N 2512.00 Default N 0490 611(H)0422 ADD'L DEPTH IN INLET CI DES. 3 N VF Average price based on quantity level from 7.000 to 21.720. Y 33.000 1250.00000 N N 41250.00 Default N 0510 612(C)3400 INLET ADJUST TO GRADE N EA Average price based on quantity level from 2.000 to 4.000. Y 7.000 2035.00000 N N 14245.00 Default N 0520 613(A)5208 18" R.C.PIPE CLASS III N LF Regression price based on quantity. Y 1065.000 137.00000 N N 145905.00 Default Y 0530 613(A)5216 24" R.C.PIPE CLASS III N LF Date to price is blank; using date of 02/16/2025. Regression price based on quantity and date. Y 3258.000 134.00000 N N 436572.00 Default Y 0540 613(A)5220 30" R.C.PIPE CLASS III N LF Regression price calculated as geometric mean. Y 375.000 184.00000 N N 69000.00 Default Y 0560 613(A)5350 22" X 13" R.C.PIPE ARCH CLASS A-III N LF Regression price based on quantity. Y 620.000 161.00000 N N 99820.00 Default Y 0570 613(A)5358 28" X 18" R.C.PIPE ARCH CLASS A-III N LF Regression price calculated as geometric mean. Y 602.000 189.00000 N N 113778.00 Default Y 0580 613(A)5378 58" X 36" R.C.PIPE ARCH CLASS A-III N LF Average price based on quantity level from 40.000 to 200.000. Y 142.000 447.00000 N N 63474.00 Default Y 0590 613(B)5516 24" CORR. GALV. STEEL PIPE N LF Regression price based on quantity. Y 372.000 111.00000 N N 41292.00 Default Y 0610 613(B)5604 21" X 15" CORR. GALV. STEEL PIPE ARCH N LF Quantity of 2503.000 is out of range; using quantity of 1140.000. Regression price based on quantity. Y 2503.000 97.00000 N N 242791.00 Default Y 0700 613(N)7160 TYPE D6 SLOPED CONCRETE END SECTION N EA Y 1.000 5000.00000 N N 5000.00 Default N 0680 613(M)7004 TYPE A6 CULVERT END TREATMENT N EA Regression price based on quantity. Y 1.000 2800.00000 N N 2800.00 Default N 0730 619(B)6360 REMOVAL OF CONCRETE PAVEMENT N SY Regression price based on quantity. Y 159525.000 9.65000 N N 1539416.25 Default N 0740 619(B)6364 REMOVAL OF ASPHALT PAVEMENT N SY Date to price is blank; using date of 09/06/2025. Regression price based on quantity and date. Y 50743.000 5.60000 N N 284160.80 Default N 0750 619(B)6380 REMOVAL OF CONCRETE DRIVEWAY N SY Regression price based on quantity. Y 3951.000 14.00000 N N 55314.00 Default N 0760 619(B)6384 REMOVAL OF ASPHALT DRIVEWAY N SY Regression price based on quantity. Y 2643.000 10.75000 N N 28412.25 Default N 0790 619(B)6400 REMOVAL OF CURB N LF Regression price based on quantity. Y 4455.000 8.52000 N N 37956.60 Default N 0800 619(B)6404 REMOVAL OF SIDEWALK N SY Regression price based on quantity. Y 230.000 18.00000 N N 4140.00 Default N 0810 619(C)6600 SAWING PAVEMENT N LF Regression price based on quantity. Y 20971.000 3.70000 N N 77592.70 Default N 0720 619(A)6200 REMOVAL OF STRUCTURES & OBSTRUCTIONS N LSUM Y 1.000 45000.00000 N N 45000.00 Default N 0820 623(A)1200 BEAM GUARDRAIL W-BEAM SINGLE N LF Regression price based on quantity. Y 825.000 29.00000 N N 23925.00 Default N 0830 623(G)1820 GUARDRAIL END TREATMENT (31") N EA Regression price calculated as geometric mean. Y 4.000 3936.00000 N N 15744.00 Default N 0840 623(I)2050 GUARDRAIL BRIDGE CONN-THRIE BEAM (31") N EA Regression price calculated as geometric mean. Y 4.000 3446.00000 N N 13784.00 Default N 0860 853 5175 GUARDRAIL DELINEATORS(TYPE 2, CODE 1) N EA Regression price based on quantity. Y 24.000 25.00000 N N 600.00 Default N 0780 619(B)6396 REMOVAL OF GUARDRAIL N LF Regression price calculated as geometric mean. Y 1590.000 6.77000 N N 10764.30 Default N 0380 610(J)6100 (PL) STAMPED CONCRETE FINISH N SY Regression price based on quantity. Y 474.000 136.45000 N N 64677.30 Default N 0430 611(G)0354 INLET (SMD-TYPE 2) N EA Average price based on quantity level from 5.000 to 18.000. Y 14.000 5575.00000 N N 78050.00 Default N 0440 611(G)0362 INLET (SMD-TYPE 2B) N EA Average price based on quantity level from 2.000 to 4.000. Y 1.000 7132.00000 N N 7132.00 Default N 0550 613(A)5224 36" R.C.PIPE CLASS III N LF Regression price calculated as geometric mean. Y 10.000 226.00000 N N 2260.00 Default Y 0050 210 0100 OBLITERATING ABANDONED ROAD N LF Regression price based on quantity. Y 179.000 11.55000 N N 2067.45 Default N 0130 303(A)1200 AGGREGATE BASE TYPE A N CY Regression price based on quantity. Y 49815.000 62.25000 N N 3100983.75 Default N 0150 319(B)9300 OPEN-GRADED PORTLAND CEMENT BASE N SY Y 30861.000 12.50000 N N 385762.50 Default N 0160 326(A)1200 GEOTEXTILE REINFORCEMENT N SY Average price based on quantity level from 4473.000 to 143233.000. Y 305465.000 5.00000 N N 1527325.00 Default N 0230 412 3100 COLD MILLING PAVEMENT N SY Regression price based on quantity. Y 37120.000 3.40000 N N 126208.00 Default N 0260 414(E)5600 FULL DEPTH P.C.C. PATCH (PLACEMENT) N SY Regression price based on quantity. Y 520.000 123.00000 N N 63960.00 Default N 0300 509(B)0300 CLASS A CONCRETE N CY Regression price based on quantity. Y 2.000 1235.00000 N N 2470.00 Default N 0310 509(C)0400 CLASS A CONCRETE, SMALL STRUCTURES N CY Regression price based on quantity. Y 5.000 1392.50000 N N 6962.50 Default N 0400 611(C)7300 REPLACEMENT OF MANHOLE FRAME & COVER N EA Average price based on quantity level from 1.000 to 1.000. Y 3.000 2421.00000 N N 7263.00 Default N 0420 611(G)0350 INLET (SMD-TYPE 1) N EA Regression price based on quantity. Y 2.000 5565.00000 N N 11130.00 Default N 0450 611(G)7700 SPECIAL INLET DRAIN N EA Average price based on quantity level from 9.000 to 3540.000. Y 16.000 263.00000 N N 4208.00 Default N 0500 611(L)1600 JUNCTION BOXES N CF Regression price based on quantity. Y 30.000 233.00000 N N 6990.00 Default N 0600 613(B)5524 30" CORR. GALV. STEEL PIPE N LF Regression price based on quantity. Y 50.000 135.00000 N N 6750.00 Default Y 0650 613(L)6728 36" PREFAB. CULVERT END SEC., ROUND N EA Regression price calculated as geometric mean. Y 2.000 2576.00000 N N 5152.00 Default N 0660 613(M)6964 TYPE B4 CULVERT END TREATMENT N EA Regression price based on quantity. Y 33.000 2289.00000 N N 75537.00 Default N 0670 613(M)6968 TYPE C4 CULVERT END TREATMENT N EA Regression price based on quantity. Y 4.000 2845.00000 N N 11380.00 Default N 0620 613(J)6400 EDGE DRAIN CONDUIT-PERFORATED N LF Regression price based on quantity. Y 25232.000 10.35000 N N 261151.20 Default N 0630 613(K)6500 EDGE DRAIN OUTLET LATERAL-NONPERFORATED N LF Quantity of 3440.000 is out of range; using quantity of 2933.000. Regression price based on quantity. Y 3440.000 13.00000 N N 44720.00 Default N 0640 613(L)6612 22" X 13" PREFAB. CULVERT END SEC., ARCH N EA Regression price based on quantity. Y 3.000 1544.00000 N N 4632.00 Default N 0710 613(Q)7500 OUTLET LATERAL HEADWALL N EA Regression price based on quantity. Y 41.000 790.00000 N N 32390.00 Default N 0770 619(B)6388 REMOVAL OF CONCRETE CURB OPENING N SY Average price based on quantity level from 23.000 to 333.000. Y 51.000 20.25000 N N 1032.75 Default N 0110 233(A)0200 VEGETATIVE MULCHING N AC Regression price based on quantity. Y 49.890 1164.00000 N N 58071.96 Default N 0030 202(D)2500 UNCLASSIFIED BORROW N CY Regression price based on quantity. Y 1000.000 22.25000 N N 22250.00 Default N 0690 613(M)7008 TYPE B6 CULVERT END TREATMENT N EA Regression price calculated as geometric mean. Y 1.000 2865.00000 N N 2865.00 Default N 0850 625(D)4500 REMOVE AND RECONSTRUCT GUARDRAIL N LF Average price based on quantity level from 320.000 to 4800.000. Y 240.000 21.35000 N N 5124.00 Default N 0000 Default Funding for Design 1 N 100.0000 0640 CONSTRUCTION F006 1410 220 1100 SWPPP DOCUMENTATION AND MANAGEMENT N LSUM Y 1.000 10000.00000 N N 10000.00 Default N 1420 641 2110 MOBILIZATION N LSUM Y 1.000 1862000.00000 N N 1862000.00 Default N 0000 Default Funding for Design 1 N 100.0000 0600 STAKING F006 1400 642(B)3300 CONSTRUCTION STAKING LEVEL II N LSUM Y 1.000 45000.00000 N N 45000.00 Default N 0000 Default Funding for Design 1 N 100.0000