WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/24/13 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 0003150R1 COUNTIES : SUMMERS LETTING DATE : 01/15/13 10:00 A.M. DISTRICT : 09 CONTRACT DESCRIPTION : LILLY BRIDGE PROJECT(S) : S345-0020/00-009.07 00 ACST 0020 166 D00 LOCATION: / BLUESTONE LAKE, 0.25 MI S CO 20/2 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 25-1696132 BRAYMAN CONSTRUCTION CORPORATION $ 28,996,209.70 100.0000% 2 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 29,401,389.17 101.3974% 3 55-0345840 VECELLIO & GROGAN, INC. $ 31,708,083.30 109.3525% 4 31-1023518 KOKOSING CONSTRUCTION COMPANY, INC. $ 32,333,000.00 111.5077% 5 55-0683174 HEETER CONSTRUCTION, INC. $ 35,939,233.10 123.9446% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/24/13 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0003150R1 COUNTIES : SUMMERS LETTING DATE : 01/15/13 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1696132 |( 2 ) 55-0487806 |( 3 ) 55-0345840 |BRAYMAN CONSTRUCTION CORPORA |ORDERS CONSTRUCTION COMPANY, |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN & PAVE | | | 0005 201001-000 1.000 LS | 200000.00000 200000.00| 1850000.00000 1850000.00| 300000.00000 300000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 1435000.00000 1435000.00| 1420000.00000 1420000.00| 1550000.00000 1550000.00 MOBILIZATION | | | 0015 207001-001 258277.000 CY | 16.00000 4132432.00| 20.00000 5165540.00| 25.00000 6456925.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 1187.000 CY | 80.00000 94960.00| 64.00000 75968.00| 60.00000 71220.00 SUBGRADE | | | 0025 207034-000 8881.000 SY | 2.00000 17762.00| 2.00000 17762.00| 1.65000 14653.65 FABRIC FOR SEPARATION | | | 0030 211008-000 20500.000 TN | 11.25000 230625.00| 34.00000 697000.00| 27.00000 553500.00 ROCK BORROW EXCAVATION ,CAUSEWAY | | | 0035 212010-002 LUMP | 1650000.00000 1650000.00| 0.01000 0.01| 1750000.00000 1750000.00 SHORING, CAUSEWAY | | | 0040 219001-001 7.000 CY | 500.00000 3500.00| 1400.00000 9800.00| 955.00000 6685.00 CONTROLLED LOW STRENGTH MATERIAL, TYPE | | | C, 2000 PSI | | | 0045 307001-000 345.000 CY | 65.00000 22425.00| 78.00000 26910.00| 80.00000 27600.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0050 311006-001 792.000 CY | 108.00000 85536.00| 120.00000 95040.00| 115.00000 91080.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0055 502001-012 241.000 SY | 450.00000 108450.00| 300.00000 72300.00| 288.00000 69408.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0060 601002-001 9.200 CY | 1200.00000 11040.00| 1200.00000 11040.00| 1100.00000 10120.00 CLASS B CONCRETE | | | 0065 604076-012 29.000 LF | 250.00000 7250.00| 120.00000 3480.00| 108.00000 3132.00 15 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0070 604076-020 317.000 LF | 175.00000 55475.00| 190.00000 60230.00| 128.00000 40576.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0075 604076-020 93.000 LF | 325.00000 30225.00| 270.00000 25110.00| 210.00000 19530.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2, TYPE F TRENCH | | | 0080 605009-001 4.000 EA | 4500.00000 18000.00| 3600.00000 14400.00| 2600.00000 10400.00 TYPE G INLET | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/24/13 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0003150R1 COUNTIES : SUMMERS LETTING DATE : 01/15/13 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1696132 |( 2 ) 55-0487806 |( 3 ) 55-0345840 |BRAYMAN CONSTRUCTION CORPORA |ORDERS CONSTRUCTION COMPANY, |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 606029-001 1677.000 LF | 20.00000 33540.00| 16.00000 26832.00| 22.00000 36894.00 FREE DRAINING BASE TRENCH | | | 0090 606030-001 425.000 LF | 45.00000 19125.00| 48.00000 20400.00| 19.00000 8075.00 OUTLET PIPE, 6 IN. | | | 0095 607001-001 362.000 LF | 25.00000 9050.00| 20.00000 7240.00| 26.00000 9412.00 TYPE 1 GUARDRAIL, CLASS I | | | 0100 607006-001 4.000 EA | 1000.00000 4000.00| 1700.00000 6800.00| 1900.00000 7600.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0105 607065-001 2.000 EA | 1600.00000 3200.00| 2200.00000 4400.00| 2160.00000 4320.00 FLARED END TERMINAL | | | 0110 608021-001 50.000 LF | 55.00000 2750.00| 56.00000 2800.00| 55.00000 2750.00 FENCE, CHAIN LINK,TO MATCH EXISTING | | | 0115 609001-001 84.000 SY | 85.00000 7140.00| 140.00000 11760.00| 108.00000 9072.00 CONCRETE SIDEWALK | | | 0120 609002-001 10.000 CY | 200.00000 2000.00| 390.00000 3900.00| 160.00000 1600.00 BED COURSE MATERIAL | | | 0125 633003-001 9.000 CY | 250.00000 2250.00| 280.00000 2520.00| 140.00000 1260.00 DUMPED ROCK GUTTER | | | 0130 636005-001 1.000 LS | 10000.00000 10000.00| 3900.00000 3900.00| 19600.00000 19600.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0135 636007-001 500.000 LF | 1.00000 500.00| 0.93000 465.00| 0.85000 425.00 ERADICATION OF PAVEMENT MARKING | | | 0140 636008-001 7600.000 LF | 0.25000 1900.00| 0.31000 2356.00| 0.30000 2280.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | 0145 636011-001 22650.000 UN | 1.00000 22650.00| 0.81000 18346.50| 0.75000 16987.50 TRAFFIC CONTROL DEVICE | | | 0150 636012-010 1.000 EA | 525.00000 525.00| 120.00000 120.00| 110.00000 110.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0155 636013-001 300.000 EA | 5.00000 1500.00| 1.20000 360.00| 1.10000 330.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0160 636014-001 2000.000 HR | 65.00000 130000.00| 63.00000 126000.00| 52.50000 105000.00 FLAGGER | | | 0165 636017-005 940.000 LF | 50.00000 47000.00| 36.00000 33840.00| 26.50000 24910.00 TEMPORARY BARRIER, TL-3, III | | | 0170 636018-003 470.000 LF | 30.00000 14100.00| 28.00000 13160.00| 10.00000 4700.00 REMOVE AND RESET TEMPORARY BARRIER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/24/13 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0003150R1 COUNTIES : SUMMERS LETTING DATE : 01/15/13 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1696132 |( 2 ) 55-0487806 |( 3 ) 55-0345840 |BRAYMAN CONSTRUCTION CORPORA |ORDERS CONSTRUCTION COMPANY, |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0175 636019-001 800.000 LF | 11.00000 8800.00| 11.00000 8800.00| 11.00000 8800.00 TEMPORARY GUARDRAIL BARRIER | | | 0180 636025-001 3000.000 DA | 2.00000 6000.00| 1.60000 4800.00| 1.40000 4200.00 WARNING LIGHTS, TYPE B | | | 0185 637001-001 570.000 MG | 65.00000 37050.00| 43.00000 24510.00| 32.00000 18240.00 WATER FOR DUST PALLIATIVE | | | 0190 639001-001 LUMP | 125000.00000 125000.00| 140000.00000 140000.00| 150000.00000 150000.00 CONSTRUCTION LAYOUT STAKE | | | 0195 640002-001 42.000 MO | 1650.00000 69300.00| 1700.00000 71400.00| 2500.00000 105000.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0200 640003-001 LUMP | 35000.00000 35000.00| 2200.00000 2200.00| 5000.00000 5000.00 BUILDING EQUIPMENT | | | 0205 642001-001 1633.000 LF | 3.00000 4899.00| 2.20000 3592.60| 2.25000 3674.25 TEMPORARY BERM | | | 0210 642002-001 2066.000 LF | 20.00000 41320.00| 29.00000 59914.00| 3.00000 6198.00 SLOPE DRAIN | | | 0215 642004-002 149.000 LB | 3.00000 447.00| 2.20000 327.80| 6.00000 894.00 SEED MIXTURE, B | | | 0220 642004-003 1283.000 LB | 8.00000 10264.00| 2.20000 2822.60| 3.25000 4169.75 SEED MIXTURE, D | | | 0225 642005-001 3.000 TN | 300.00000 900.00| 1700.00000 5100.00| 920.00000 2760.00 MULCH, STRAW OR HAY | | | 0230 642005-002 7.000 TN | 1000.00000 7000.00| 1100.00000 7700.00| 1850.00000 12950.00 MULCH, WOOD CELLULOSE FIBER | | | 0235 642006-001 5.000 TN | 900.00000 4500.00| 3300.00000 16500.00| 550.00000 2750.00 FERTILIZER | | | 0240 642010-001 8.000 TN | 100.00000 800.00| 66.00000 528.00| 45.00000 360.00 AGRICULTURAL LIMESTONE | | | 0245 642012-001 3206.000 LF | 5.00000 16030.00| 5.50000 17633.00| 5.50000 17633.00 SILT FENCE | | | 0250 642031-001 32.000 EA | 500.00000 16000.00| 140.00000 4480.00| 108.00000 3456.00 DITCH CHECK | | | 0255 642033-001 418.000 CY | 35.00000 14630.00| 5.50000 2299.00| 12.25000 5120.50 SEDIMENT TRAP (SEDIMENT SUMP) | | | 0260 642036-001 627.000 CY | 25.00000 15675.00| 5.50000 3448.50| 14.50000 9091.50 SEDIMENT REMOVAL | | | 0265 642042-001 96.000 EA | 45.00000 4320.00| 170.00000 16320.00| 155.00000 14880.00 FLOCCULANT BLOCK | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/24/13 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0003150R1 COUNTIES : SUMMERS LETTING DATE : 01/15/13 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1696132 |( 2 ) 55-0487806 |( 3 ) 55-0345840 |BRAYMAN CONSTRUCTION CORPORA |ORDERS CONSTRUCTION COMPANY, |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0270 652001-001 6.000 TN | 100.00000 600.00| 66.00000 396.00| 45.00000 270.00 AGRICULTURAL LIMESTONE | | | 0275 652002-001 6.000 TN | 100.00000 600.00| 890.00000 5340.00| 550.00000 3300.00 FERTILIZER, 10-20-10 | | | 0280 652003-001 66.000 LB | 3.00000 198.00| 11.00000 726.00| 3.25000 214.50 SEED MIXTURES, B, C-1, OR C-2 | | | 0285 652003-002 562.000 LB | 8.00000 4496.00| 12.00000 6744.00| 4.00000 2248.00 SEED MIXTURE, D | | | 0290 652004-001 2.000 TN | 350.00000 700.00| 1100.00000 2200.00| 920.00000 1840.00 STRAW OR HAY MULCH | | | 0295 652004-002 7.000 TN | 1000.00000 7000.00| 1500.00000 10500.00| 1750.00000 12250.00 WOOD CELLULOSE FIBER MULCH | | | 0300 655002-001 1531.000 SY | 1.00000 1531.00| 4.10000 6277.10| 5.00000 7655.00 PERMANENT EROSION MATTING, TYPE A | | | 0303 672002-002 LUMP | 6500.00000 6500.00| 13000.00000 13000.00| 2100.00000 2100.00 SITE FURNISHINGS, HISTORIC MARKER | | | 0305 673001-001 LUMP | 15000.00000 15000.00| 49000.00000 49000.00| 55500.00000 55500.00 INSTALL UTILITY CONDUIT SYSTEM, PVC, | | | UNDERGROUND | | | 0310 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | 0315 401002-020 AA1 391.000 TN | 105.00000 41055.00| 120.00000 46920.00| 110.00000 43010.00 MARSHALL HMA WEAR CRSE, SG, TY I | | | 0320 401002-021 AA2 374.000 TN | | | MARSHALL HMA WEAR CRSE, S, TY I | | | 0325 401001-023 BB1 1572.000 TN | 90.00000 141480.00| 100.00000 157200.00| 96.00000 150912.00 MARSHALL HMA BASE CRSE, SG, TY II | | | 0330 401001-024 BB2 1501.000 TN | | | MARSHALL HMA BASE CRSE, S, TY II | | | 0335 401001-020 CC1 1590.000 TN | 85.00000 135150.00| 93.00000 147870.00| 88.00000 139920.00 MARSHALL HMA BASE CRSE, SG, TY I | | | 0340 401001-021 CC2 1518.000 TN | | | MARSHALL HMA BASE CRSE, S, TY I | | | 0345 636002-001 DD1 1056.000 TN | 40.00000 42240.00| 38.00000 40128.00| 35.00000 36960.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0350 636002-002 DD2 1008.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 9,229,195.00| $ 10,709,256.11| $ 12,062,311.65 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SIGNING & PAVEMENT MARKINGS | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/24/13 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0003150R1 COUNTIES : SUMMERS LETTING DATE : 01/15/13 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1696132 |( 2 ) 55-0487806 |( 3 ) 55-0345840 |BRAYMAN CONSTRUCTION CORPORA |ORDERS CONSTRUCTION COMPANY, |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0355 657006-001 34.000 LF | 65.00000 2210.00| 72.00000 2448.00| 72.00000 2448.00 S4X7.7, A-572 SUPPORT, GALVANIZED | | | 0360 657008-001 14.000 LF | 10.00000 140.00| 11.00000 154.00| 11.00000 154.00 2.00 LB CHANNEL POST | | | 0365 657010-001 173.000 LF | 12.00000 2076.00| 13.00000 2249.00| 13.25000 2292.25 3.00 LB CHANNEL POST | | | 0370 657012-001 15.000 LF | 15.00000 225.00| 17.00000 255.00| 16.75000 251.25 4.00 LB BACK TO BACK CHANNEL POST | | | 0375 657016-001 1.000 CY | 1500.00000 1500.00| 1700.00000 1700.00| 1700.00000 1700.00 CLASS B CONCRETE FOOTING, PLAIN, | | | ROADSIDE ROADSIDE | | | 0380 657018-001 21.000 EA | 35.00000 735.00| 39.00000 819.00| 39.00000 819.00 POST REMOVAL | | | 0385 661001-001 117.000 SF | 43.00000 5031.00| 48.00000 5616.00| 48.00000 5616.00 0.080 IN FLAT SHEET SIGN | | | 0390 663001-004 5696.000 LF | 0.25000 1424.00| 0.31000 1765.76| 0.30000 1708.80 EDGE LINE, TYPE II - 4 IN ,WHITE | | | 0395 663002-038 5730.000 LF | 0.25000 1432.50| 0.31000 1776.30| 0.30000 1719.00 CENTERLINE, TYPE II - 4 IN | | | 0400 663005-011 26.000 LF | 14.00000 364.00| 19.00000 494.00| 17.00000 442.00 STOP LINE, TYPE V - 24 IN | | | SECTION TOTALS | $ 15,137.50| $ 17,277.06| $ 17,150.30 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 BRIDGE #11042 | | | 0405 203001-000 LUMP | 500000.00000 500000.00| 980000.00000 980000.00| 2600000.00000 2600000.00 DISMANTLING STRUCTURE | | | 0410 212001-000 652.000 CY | 35.00000 22820.00| 88.00000 57376.00| 36.50000 23798.00 STRUCTURE EXCAVATION | | | 0415 212005-000 104.000 CY | 135.00000 14040.00| 140.00000 14560.00| 100.00000 10400.00 SELECT MATERIAL FOR BACKFILLING | | | 0420 601002-001 276.000 CY | 950.00000 262200.00| 720.00000 198720.00| 590.00000 162840.00 CLASS B CONCRETE | | | 0425 601009-001 1943.000 CY | 950.00000 1845850.00| 760.00000 1476680.00| 715.00000 1389245.00 CLASS H CONCRETE | | | 0430 601019-001 34255.000 SF | 2.00000 68510.00| 3.00000 102765.00| 2.05000 70222.75 CONCRETE PROTECTIVE COATING | | | 0435 601019-001 872.000 SF | 6.00000 5232.00| 4.90000 4272.80| 3.10000 2703.20 CONCRETE PROTECTIVE COATING ,EPOXY RESI | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/24/13 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0003150R1 COUNTIES : SUMMERS LETTING DATE : 01/15/13 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1696132 |( 2 ) 55-0487806 |( 3 ) 55-0345840 |BRAYMAN CONSTRUCTION CORPORA |ORDERS CONSTRUCTION COMPANY, |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0440 601025-001 764.000 CY | 1500.00000 1146000.00| 860.00000 657040.00| 840.00000 641760.00 MODIFIED CONCRETE, CLASS B, 6000 PSI, | | | MASS | | | 0445 601026-001 2195.000 CY | 900.00000 1975500.00| 600.00000 1317000.00| 660.00000 1448700.00 MODIFIED ARCHITECTURAL CONCRETE, CLASS | | | B, 6000 PSI, MASS | | | 0450 602001-001 491040.000 LB | 1.30000 638352.00| 1.30000 638352.00| 1.20000 589248.00 REINFORCING STEEL BAR | | | 0455 602002-001 482693.000 LB | 1.40000 675770.20| 1.40000 675770.20| 1.35000 651635.55 EPOXY COATED REINFORCING STEEL BAR | | | 0460 603003-001 12716.000 LB | 25.00000 317900.00| 14.00000 178024.00| 16.50000 209814.00 POST TENSIONING STRANDS | | | 0465 615001-001 3921027.000 LS | 5300000.00000 5300000.00| 6165000.00000 6165000.00| 5580000.00000 5580000.00 STEEL SUPERSTRUCTURE | | | 0470 615028-001 16.000 EA | 7000.00000 112000.00| 6500.00000 104000.00| 6900.00000 110400.00 GUIDED BEARING, ELASTOMERIC | | | 0475 615029-001 12.000 EA | 5500.00000 66000.00| 6600.00000 79200.00| 6900.00000 82800.00 NON-GUIDED BEARING, ELASTOMERIC | | | 0480 615030-001 8.000 EA | 9500.00000 76000.00| 6900.00000 55200.00| 6900.00000 55200.00 FIXED BEARING, ELASTOMERIC | | | 0485 617003-001 3691.000 LF | 95.00000 350645.00| 110.00000 406010.00| 100.00000 369100.00 ALUMINUM RAILING | | | 0490 625001-071 139.000 LF | 19500.00000 2710500.00| 14000.00000 1946000.00| 17700.00000 2460300.00 174 INCH DIAMETER DRILLED CAISSONS | | | 0495 625003-048 120.000 LF | 11500.00000 1380000.00| 12000.00000 1440000.00| 6700.00000 804000.00 144 INCH ROCK SOCKET FOUNDATION | | | 0500 627020-001 105.000 LF | 2300.00000 241500.00| 2600.00000 273000.00| 2500.00000 262500.00 INSTALL MODULAR EXPANSION JOINT SYSTEM | | | 0505 639001-001 LUMP | 250000.00000 250000.00| 200000.00000 200000.00| 350000.00000 350000.00 CONSTRUCTION LAYOUT STAKE | | | 0510 673001-001 LUMP | 225000.00000 225000.00| 200000.00000 200000.00| 210000.00000 210000.00 INSTALL UTILITY CONDUIT SYSTEM, | | | FIBERGLASS, BRIDGE | | | 0515 212001-000 EE1 53.000 CY | | | STRUCTURE EXCAVATION | | | 0520 601002-001 EE1 303.000 CY | | | CLASS B CONCRETE | | | 0525 602001-001 EE1 15527.000 LB | | | REINFORCING STEEL BAR | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/24/13 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0003150R1 COUNTIES : SUMMERS LETTING DATE : 01/15/13 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1696132 |( 2 ) 55-0487806 |( 3 ) 55-0345840 |BRAYMAN CONSTRUCTION CORPORA |ORDERS CONSTRUCTION COMPANY, |VECELLIO & GROGAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0530 602002-001 EE1 7058.000 LB | | | EPOXY COATED REINFORCING STEEL BAR | | | 0535 625001-016 EE1 1002.000 LF | | | 48 INCH DIAMETER DRILLED CAISSONS | | | 0540 625003-014 EE1 80.000 LF | | | 42 INCH ROCK SOCKET FOUNDATION | | | 0545 625005-001 EE1 557.000 LF | | | PREINSTALLATION CORE HOLE | | | 0550 212001-000 EE2 62.000 CY | 100.00000 6200.00| 390.00000 24180.00| 16.00000 992.00 STRUCTURE EXCAVATION | | | 0555 601002-001 EE2 338.000 CY | 950.00000 321100.00| 670.00000 226460.00| 490.00000 165620.00 CLASS B CONCRETE | | | 0560 602001-001 EE2 17231.000 LB | 2.00000 34462.00| 1.10000 18954.10| 1.10000 18954.10 REINFORCING STEEL BAR | | | 0565 602002-001 EE2 7103.000 LB | 2.00000 14206.00| 1.30000 9233.90| 1.25000 8878.75 EPOXY COATED REINFORCING STEEL BAR | | | 0570 616006-001 EE2 5181.000 LF | 200.00000 1036200.00| 220.00000 1139820.00| 230.00000 1191630.00 MICROPILE, 11.875" OUTSIDE DIAMETER | | | 0575 616007-001 EE2 3.000 EA | 40000.00000 120000.00| 20000.00000 60000.00| 21000.00000 63000.00 PILE LOADING TEST, STATIC | | | 0580 625005-001 EE2 642.000 LF | 45.00000 28890.00| 39.00000 25038.00| 140.00000 89880.00 PREINSTALLATION CORE HOLE | | | SECTION TOTALS | $ 19,744,877.20| $ 18,672,656.00| $ 19,623,621.35 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 COMPUTER SYSTEM | | | 0585 640004-001 LUMP | 7000.00000 7000.00| 2200.00000 2200.00| 5000.00000 5000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 7,000.00| $ 2,200.00| $ 5,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 28,996,209.70| $ 29,401,389.17| $ 31,708,083.30 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/24/13 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0003150R1 COUNTIES : SUMMERS LETTING DATE : 01/15/13 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-1023518 |( 5 ) 55-0683174 |( ) |KOKOSING CONSTRUCTION COMPAN |HEETER CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN & PAVE | | | 0005 201001-000 1.000 LS | 2006743.10000 2006743.10| 125000.00000 125000.00| CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 1600000.00000 1600000.00| 2500000.00000 2500000.00| MOBILIZATION | | | 0015 207001-001 258277.000 CY | 18.00000 4648986.00| 33.00000 8523141.00| UNCLASSIFIED EXCAVATION | | | 0020 207002-000 1187.000 CY | 75.00000 89025.00| 44.00000 52228.00| SUBGRADE | | | 0025 207034-000 8881.000 SY | 1.85000 16429.85| 1.00000 8881.00| FABRIC FOR SEPARATION | | | 0030 211008-000 20500.000 TN | 33.00000 676500.00| 32.00000 656000.00| ROCK BORROW EXCAVATION ,CAUSEWAY | | | 0035 212010-002 LUMP | 2800000.00000 2800000.00| 2200000.00000 2200000.00| SHORING, CAUSEWAY | | | 0040 219001-001 7.000 CY | 988.00000 6916.00| 386.00000 2702.00| CONTROLLED LOW STRENGTH MATERIAL, TYPE | | | C, 2000 PSI | | | 0045 307001-000 345.000 CY | 75.00000 25875.00| 81.50000 28117.50| AGGREGATE BASE COURSE, CLASS 10 | | | 0050 311006-001 792.000 CY | 108.00000 85536.00| 117.50000 93060.00| OPEN GRADED FREE DRAINING BASE COURSE | | | 0055 502001-012 241.000 SY | 370.00000 89170.00| 434.50000 104714.50| 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0060 601002-001 9.200 CY | 880.00000 8096.00| 845.50000 7778.60| CLASS B CONCRETE | | | 0065 604076-012 29.000 LF | 55.00000 1595.00| 146.00000 4234.00| 15 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0070 604076-020 317.000 LF | 100.00000 31700.00| 82.00000 25994.00| 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0075 604076-020 93.000 LF | 400.00000 37200.00| 189.50000 17623.50| 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2, TYPE F TRENCH | | | 0080 605009-001 4.000 EA | 2800.00000 11200.00| 2632.50000 10530.00| TYPE G INLET | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/24/13 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0003150R1 COUNTIES : SUMMERS LETTING DATE : 01/15/13 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-1023518 |( 5 ) 55-0683174 |( ) |KOKOSING CONSTRUCTION COMPAN |HEETER CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 606029-001 1677.000 LF | 15.00000 25155.00| 38.50000 64564.50| FREE DRAINING BASE TRENCH | | | 0090 606030-001 425.000 LF | 26.57000 11292.25| 30.00000 12750.00| OUTLET PIPE, 6 IN. | | | 0095 607001-001 362.000 LF | 25.00000 9050.00| 26.50000 9593.00| TYPE 1 GUARDRAIL, CLASS I | | | 0100 607006-001 4.000 EA | 1000.00000 4000.00| 1086.00000 4344.00| THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0105 607065-001 2.000 EA | 1600.00000 3200.00| 1737.50000 3475.00| FLARED END TERMINAL | | | 0110 608021-001 50.000 LF | 51.00000 2550.00| 138.50000 6925.00| FENCE, CHAIN LINK,TO MATCH EXISTING | | | 0115 609001-001 84.000 SY | 66.00000 5544.00| 38.00000 3192.00| CONCRETE SIDEWALK | | | 0120 609002-001 10.000 CY | 188.00000 1880.00| 186.00000 1860.00| BED COURSE MATERIAL | | | 0125 633003-001 9.000 CY | 285.00000 2565.00| 18.50000 166.50| DUMPED ROCK GUTTER | | | 0130 636005-001 1.000 LS | 6100.00000 6100.00| 209668.50000 209668.50| TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0135 636007-001 500.000 LF | 0.75000 375.00| 0.80000 400.00| ERADICATION OF PAVEMENT MARKING | | | 0140 636008-001 7600.000 LF | 0.25000 1900.00| 0.25000 1900.00| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | 0145 636011-001 22650.000 UN | 0.65000 14722.50| 0.70000 15855.00| TRAFFIC CONTROL DEVICE | | | 0150 636012-010 1.000 EA | 100.00000 100.00| 108.50000 108.50| PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0155 636013-001 300.000 EA | 1.00000 300.00| 1.00000 300.00| INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0160 636014-001 2000.000 HR | 55.00000 110000.00| 54.50000 109000.00| FLAGGER | | | 0165 636017-005 940.000 LF | 15.00000 14100.00| 46.50000 43710.00| TEMPORARY BARRIER, TL-3, III | | | 0170 636018-003 470.000 LF | 2.30000 1081.00| 24.50000 11515.00| REMOVE AND RESET TEMPORARY BARRIER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/24/13 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0003150R1 COUNTIES : SUMMERS LETTING DATE : 01/15/13 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-1023518 |( 5 ) 55-0683174 |( ) |KOKOSING CONSTRUCTION COMPAN |HEETER CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0175 636019-001 800.000 LF | 10.82000 8656.00| 12.00000 9600.00| TEMPORARY GUARDRAIL BARRIER | | | 0180 636025-001 3000.000 DA | 1.25000 3750.00| 1.50000 4500.00| WARNING LIGHTS, TYPE B | | | 0185 637001-001 570.000 MG | 40.00000 22800.00| 54.00000 30780.00| WATER FOR DUST PALLIATIVE | | | 0190 639001-001 LUMP | 50000.00000 50000.00| 312724.00000 312724.00| CONSTRUCTION LAYOUT STAKE | | | 0195 640002-001 42.000 MO | 2000.00000 84000.00| 2714.50000 114009.00| LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0200 640003-001 LUMP | 5000.00000 5000.00| 48863.00000 48863.00| BUILDING EQUIPMENT | | | 0205 642001-001 1633.000 LF | 0.90000 1469.70| 2.00000 3266.00| TEMPORARY BERM | | | 0210 642002-001 2066.000 LF | 7.00000 14462.00| 12.50000 25825.00| SLOPE DRAIN | | | 0215 642004-002 149.000 LB | 3.00000 447.00| 3.50000 521.50| SEED MIXTURE, B | | | 0220 642004-003 1283.000 LB | 8.00000 10264.00| 8.50000 10905.50| SEED MIXTURE, D | | | 0225 642005-001 3.000 TN | 300.00000 900.00| 326.00000 978.00| MULCH, STRAW OR HAY | | | 0230 642005-002 7.000 TN | 1000.00000 7000.00| 1086.00000 7602.00| MULCH, WOOD CELLULOSE FIBER | | | 0235 642006-001 5.000 TN | 900.00000 4500.00| 977.50000 4887.50| FERTILIZER | | | 0240 642010-001 8.000 TN | 100.00000 800.00| 108.50000 868.00| AGRICULTURAL LIMESTONE | | | 0245 642012-001 3206.000 LF | 0.50000 1603.00| 4.50000 14427.00| SILT FENCE | | | 0250 642031-001 32.000 EA | 71.00000 2272.00| 100.00000 3200.00| DITCH CHECK | | | 0255 642033-001 418.000 CY | 8.50000 3553.00| 16.00000 6688.00| SEDIMENT TRAP (SEDIMENT SUMP) | | | 0260 642036-001 627.000 CY | 9.00000 5643.00| 9.00000 5643.00| SEDIMENT REMOVAL | | | 0265 642042-001 96.000 EA | 98.00000 9408.00| 218.50000 20976.00| FLOCCULANT BLOCK | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/24/13 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0003150R1 COUNTIES : SUMMERS LETTING DATE : 01/15/13 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-1023518 |( 5 ) 55-0683174 |( ) |KOKOSING CONSTRUCTION COMPAN |HEETER CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0270 652001-001 6.000 TN | 100.00000 600.00| 108.50000 651.00| AGRICULTURAL LIMESTONE | | | 0275 652002-001 6.000 TN | 1000.00000 6000.00| 1086.00000 6516.00| FERTILIZER, 10-20-10 | | | 0280 652003-001 66.000 LB | 3.00000 198.00| 3.50000 231.00| SEED MIXTURES, B, C-1, OR C-2 | | | 0285 652003-002 562.000 LB | 8.00000 4496.00| 8.50000 4777.00| SEED MIXTURE, D | | | 0290 652004-001 2.000 TN | 350.00000 700.00| 380.00000 760.00| STRAW OR HAY MULCH | | | 0295 652004-002 7.000 TN | 1000.00000 7000.00| 1086.00000 7602.00| WOOD CELLULOSE FIBER MULCH | | | 0300 655002-001 1531.000 SY | 1.10000 1684.10| 1.00000 1531.00| PERMANENT EROSION MATTING, TYPE A | | | 0303 672002-002 LUMP | 6000.00000 6000.00| 4636.00000 4636.00| SITE FURNISHINGS, HISTORIC MARKER | | | 0305 673001-001 LUMP | 25000.00000 25000.00| 216213.50000 216213.50| INSTALL UTILITY CONDUIT SYSTEM, PVC, | | | UNDERGROUND | | | 0310 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| ON JOB TRAINING | | | 0315 401002-020 AA1 391.000 TN | 103.00000 40273.00| 112.00000 43792.00| MARSHALL HMA WEAR CRSE, SG, TY I | | | 0320 401002-021 AA2 374.000 TN | | | MARSHALL HMA WEAR CRSE, S, TY I | | | 0325 401001-023 BB1 1572.000 TN | 89.00000 139908.00| 96.50000 151698.00| MARSHALL HMA BASE CRSE, SG, TY II | | | 0330 401001-024 BB2 1501.000 TN | | | MARSHALL HMA BASE CRSE, S, TY II | | | 0335 401001-020 CC1 1590.000 TN | 82.00000 130380.00| 89.00000 141510.00| MARSHALL HMA BASE CRSE, SG, TY I | | | 0340 401001-021 CC2 1518.000 TN | | | MARSHALL HMA BASE CRSE, S, TY I | | | 0345 636002-001 DD1 1056.000 TN | 23.00000 24288.00| | AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0350 636002-002 DD2 1008.000 TN | | 26.50000 26712.00| AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 12,972,741.50| $ 16,093,024.10| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SIGNING & PAVEMENT MARKINGS | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/24/13 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0003150R1 COUNTIES : SUMMERS LETTING DATE : 01/15/13 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-1023518 |( 5 ) 55-0683174 |( ) |KOKOSING CONSTRUCTION COMPAN |HEETER CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0355 657006-001 34.000 LF | 65.00000 2210.00| 46.50000 1581.00| S4X7.7, A-572 SUPPORT, GALVANIZED | | | 0360 657008-001 14.000 LF | 10.00000 140.00| 8.50000 119.00| 2.00 LB CHANNEL POST | | | 0365 657010-001 173.000 LF | 12.00000 2076.00| 29.50000 5103.50| 3.00 LB CHANNEL POST | | | 0370 657012-001 15.000 LF | 15.00000 225.00| 11.50000 172.50| 4.00 LB BACK TO BACK CHANNEL POST | | | 0375 657016-001 1.000 CY | 1500.00000 1500.00| 3800.50000 3800.50| CLASS B CONCRETE FOOTING, PLAIN, | | | ROADSIDE ROADSIDE | | | 0380 657018-001 21.000 EA | 35.00000 735.00| 38.00000 798.00| POST REMOVAL | | | 0385 661001-001 117.000 SF | 43.00000 5031.00| 11.00000 1287.00| 0.080 IN FLAT SHEET SIGN | | | 0390 663001-004 5696.000 LF | 0.25000 1424.00| 0.25000 1424.00| EDGE LINE, TYPE II - 4 IN ,WHITE | | | 0395 663002-038 5730.000 LF | 0.25000 1432.50| 0.25000 1432.50| CENTERLINE, TYPE II - 4 IN | | | 0400 663005-011 26.000 LF | 15.00000 390.00| 28.00000 728.00| STOP LINE, TYPE V - 24 IN | | | SECTION TOTALS | $ 15,163.50| $ 16,446.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 BRIDGE #11042 | | | 0405 203001-000 LUMP | 700000.00000 700000.00| 1400000.00000 1400000.00| DISMANTLING STRUCTURE | | | 0410 212001-000 652.000 CY | 200.00000 130400.00| 59.50000 38794.00| STRUCTURE EXCAVATION | | | 0415 212005-000 104.000 CY | 115.00000 11960.00| 135.50000 14092.00| SELECT MATERIAL FOR BACKFILLING | | | 0420 601002-001 276.000 CY | 770.00000 212520.00| 814.50000 224802.00| CLASS B CONCRETE | | | 0425 601009-001 1943.000 CY | 820.00000 1593260.00| 868.50000 1687495.50| CLASS H CONCRETE | | | 0430 601019-001 34255.000 SF | 1.70000 58233.50| 1.50000 51382.50| CONCRETE PROTECTIVE COATING | | | 0435 601019-001 872.000 SF | 2.35000 2049.20| 11.00000 9592.00| CONCRETE PROTECTIVE COATING ,EPOXY RESI | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/24/13 PAGE : 001 -14 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0003150R1 COUNTIES : SUMMERS LETTING DATE : 01/15/13 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-1023518 |( 5 ) 55-0683174 |( ) |KOKOSING CONSTRUCTION COMPAN |HEETER CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0440 601025-001 764.000 CY | 1180.00000 901520.00| 955.50000 730002.00| MODIFIED CONCRETE, CLASS B, 6000 PSI, | | | MASS | | | 0445 601026-001 2195.000 CY | 873.00000 1916235.00| 814.50000 1787827.50| MODIFIED ARCHITECTURAL CONCRETE, CLASS | | | B, 6000 PSI, MASS | | | 0450 602001-001 491040.000 LB | 1.10000 540144.00| 1.50000 736560.00| REINFORCING STEEL BAR | | | 0455 602002-001 482693.000 LB | 1.20000 579231.60| 1.50000 724039.50| EPOXY COATED REINFORCING STEEL BAR | | | 0460 603003-001 12716.000 LB | 15.00000 190740.00| 17.50000 222530.00| POST TENSIONING STRANDS | | | 0465 615001-001 3921027.000 LS | 5050000.00000 5050000.00| 5845000.00000 5845000.00| STEEL SUPERSTRUCTURE | | | 0470 615028-001 16.000 EA | 7300.00000 116800.00| 7601.00000 121616.00| GUIDED BEARING, ELASTOMERIC | | | 0475 615029-001 12.000 EA | 6500.00000 78000.00| 6515.00000 78180.00| NON-GUIDED BEARING, ELASTOMERIC | | | 0480 615030-001 8.000 EA | 6700.00000 53600.00| 10858.50000 86868.00| FIXED BEARING, ELASTOMERIC | | | 0485 617003-001 3691.000 LF | 125.00000 461375.00| 105.50000 389400.50| ALUMINUM RAILING | | | 0490 625001-071 139.000 LF | 24060.00000 3344340.00| 15323.00000 2129897.00| 174 INCH DIAMETER DRILLED CAISSONS | | | 0495 625003-048 120.000 LF | 11000.00000 1320000.00| 12613.50000 1513620.00| 144 INCH ROCK SOCKET FOUNDATION | | | 0500 627020-001 105.000 LF | 2575.00000 270375.00| 2932.00000 307860.00| INSTALL MODULAR EXPANSION JOINT SYSTEM | | | 0505 639001-001 LUMP | 50000.00000 50000.00| 32575.50000 32575.50| CONSTRUCTION LAYOUT STAKE | | | 0510 673001-001 LUMP | 186000.00000 186000.00| 130301.50000 130301.50| INSTALL UTILITY CONDUIT SYSTEM, | | | FIBERGLASS, BRIDGE | | | 0515 212001-000 EE1 53.000 CY | | | STRUCTURE EXCAVATION | | | 0520 601002-001 EE1 303.000 CY | | | CLASS B CONCRETE | | | 0525 602001-001 EE1 15527.000 LB | | | REINFORCING STEEL BAR | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/24/13 PAGE : 001 -15 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0003150R1 COUNTIES : SUMMERS LETTING DATE : 01/15/13 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-1023518 |( 5 ) 55-0683174 |( ) |KOKOSING CONSTRUCTION COMPAN |HEETER CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0530 602002-001 EE1 7058.000 LB | | | EPOXY COATED REINFORCING STEEL BAR | | | 0535 625001-016 EE1 1002.000 LF | | | 48 INCH DIAMETER DRILLED CAISSONS | | | 0540 625003-014 EE1 80.000 LF | | | 42 INCH ROCK SOCKET FOUNDATION | | | 0545 625005-001 EE1 557.000 LF | | | PREINSTALLATION CORE HOLE | | | 0550 212001-000 EE2 62.000 CY | 114.00000 7068.00| 93.00000 5766.00| STRUCTURE EXCAVATION | | | 0555 601002-001 EE2 338.000 CY | 530.00000 179140.00| 740.50000 250289.00| CLASS B CONCRETE | | | 0560 602001-001 EE2 17231.000 LB | 1.10000 18954.10| 1.00000 17231.00| REINFORCING STEEL BAR | | | 0565 602002-001 EE2 7103.000 LB | 1.20000 8523.60| 1.50000 10654.50| EPOXY COATED REINFORCING STEEL BAR | | | 0570 616006-001 EE2 5181.000 LF | 246.00000 1274526.00| 228.00000 1181268.00| MICROPILE, 11.875" OUTSIDE DIAMETER | | | 0575 616007-001 EE2 3.000 EA | 18000.00000 54000.00| 19194.50000 57583.50| PILE LOADING TEST, STATIC | | | 0580 625005-001 EE2 642.000 LF | 50.00000 32100.00| 44.00000 28248.00| PREINSTALLATION CORE HOLE | | | SECTION TOTALS | $ 19,341,095.00| $ 19,813,475.50| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 COMPUTER SYSTEM | | | 0585 640004-001 LUMP | 4000.00000 4000.00| 16287.50000 16287.50| COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 4,000.00| $ 16,287.50| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 32,333,000.00| $ 35,939,233.10| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/24/13 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 1116549 COUNTIES : MASON LETTING DATE : 01/15/13 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : WV 62 & CR15 / 28TH ST TRAFFIC SIGNAL PROJECT(S) : S327-0062/00-021.94 00 CMAQ 0062 839 D00 LOCATION: WV62 - 28TH ST ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0343932 BAYLISS & RAMEY, INC. $ 89,205.00 100.0000% 2 54-0458233 DAVIS H. ELLIOT CONSTRUCTION COMPANY, INC. $ 100,415.00 112.5666% 3 27-0124040 EIGHT TREASURES OF KENTUCKY, LLC $ 102,733.00 115.1651% 4 55-0646159 WEST VIRGINIA SIGNAL AND LIGHT, INC. $ 119,500.00 133.9611% 5 55-0715431 STEALTH, LTD. $ 145,034.35 162.5854% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/24/13 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 1116549 COUNTIES : MASON LETTING DATE : 01/15/13 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0343932 |( 2 ) 54-0458233 |( 3 ) 27-0124040 |BAYLISS & RAMEY, INC. |DAVIS H. ELLIOT CONSTRUCTION |EIGHT TREASURES OF KENTUCKY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNAL | | | 0005 204001-000 LUMP | 5000.00000 5000.00| 5000.00000 5000.00| 3000.00000 3000.00 MOBILIZATION | | | 0010 609001-001 29.000 SY | 350.00000 10150.00| 100.00000 2900.00| 300.00000 8700.00 CONCRETE SIDEWALK | | | 0015 609005-001 4.000 EA | 2500.00000 10000.00| 1000.00000 4000.00| 2500.00000 10000.00 CURB RAMP , TYPE III | | | 0020 609005-001 1.000 EA | 3000.00000 3000.00| 1000.00000 1000.00| 2500.00000 2500.00 CURB RAMP , TYPE VI | | | 0025 609006-001 4.000 EA | 300.00000 1200.00| 500.00000 2000.00| 500.00000 2000.00 DETECTABLE WARNING SURFACE | | | 0030 636007-001 498.000 LF | 1.25000 622.50| 0.85000 423.30| 3.00000 1494.00 ERADICATION OF PAVEMENT MARKING | | | 0035 636011-001 5050.000 UN | 0.10000 505.00| 0.90000 4545.00| 0.10000 505.00 TRAFFIC CONTROL DEVICE | | | 0040 636014-001 100.000 HR | 15.00000 1500.00| 0.01000 1.00| 1.00000 100.00 FLAGGER | | | 0045 660001-001 LUMP | 9500.00000 9500.00| 10500.00000 10500.00| 10000.00000 10000.00 SIGNAL CONTROLLER , 01 | | | 0050 660002-030 LUMP | 14000.00000 14000.00| 14550.00000 14550.00| 15000.00000 15000.00 TRAFFIC DETECTOR, RADD , 01 | | | 0055 660003-001 4.000 EA | 475.00000 1900.00| 500.00000 2000.00| 675.00000 2700.00 SIGNAL SECTION, G-16 | | | 0060 660003-006 24.000 EA | 225.00000 5400.00| 250.00000 6000.00| 200.00000 4800.00 SIGNAL SECTION, V-12 | | | 0065 660004-041 2.000 EA | 3500.00000 7000.00| 4500.00000 9000.00| 7500.00000 15000.00 SIGNAL SUPPORT, INSTALLATION ONLY, C1 | | | 0070 660004-050 1.000 EA | 1200.00000 1200.00| 1200.00000 1200.00| 1500.00000 1500.00 SIGNAL SUPPORT, E1 | | | 0075 660007-001 LUMP | 9500.00000 9500.00| 26750.45000 26750.45| 15000.00000 15000.00 MISCELLANEOUS SIGNAL , 01 | | | 0080 660010-001 1.000 EA | 3800.00000 3800.00| 5800.00000 5800.00| 4000.00000 4000.00 PRIORITY CONTROL SYSTEM DETECTOR , D3 | | | 0085 660010-010 1.000 EA | 700.00000 700.00| 1000.00000 1000.00| 1200.00000 1200.00 PRIORITY CONTROL SYSTEM EMITTER . | | | 0090 663005-011 69.000 LF | 17.50000 1207.50| 13.25000 914.25| 22.00000 1518.00 STOP LINE, TYPE V - 24 IN | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/24/13 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 1116549 COUNTIES : MASON LETTING DATE : 01/15/13 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0343932 |( 2 ) 54-0458233 |( 3 ) 27-0124040 |BAYLISS & RAMEY, INC. |DAVIS H. ELLIOT CONSTRUCTION |EIGHT TREASURES OF KENTUCKY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 663006-010 188.000 LF | 10.00000 1880.00| 9.25000 1739.00| 12.00000 2256.00 CROSSWALK LINE, TYPE V - 12 IN X 6 FT | | | 0100 663010-010 4.000 EA | 205.00000 820.00| 215.00000 860.00| 300.00000 1200.00 ONE DIRECTION LANE ASSIGNMENT ARROW, TY | | | V | | | 0105 663011-010 4.000 EA | 80.00000 320.00| 58.00000 232.00| 65.00000 260.00 LANE LETTER, TYPE V | | | SECTION TOTALS | $ 89,205.00| $ 100,415.00| $ 102,733.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 89,205.00| $ 100,415.00| $ 102,733.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/24/13 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 1116549 COUNTIES : MASON LETTING DATE : 01/15/13 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0646159 |( 5 ) 55-0715431 |( ) |WEST VIRGINIA SIGNAL & LIGHT |STEALTH, LTD. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNAL | | | 0005 204001-000 LUMP | 7500.00000 7500.00| 4000.00000 4000.00| MOBILIZATION | | | 0010 609001-001 29.000 SY | 125.00000 3625.00| 500.00000 14500.00| CONCRETE SIDEWALK | | | 0015 609005-001 4.000 EA | 1250.00000 5000.00| 4000.00000 16000.00| CURB RAMP , TYPE III | | | 0020 609005-001 1.000 EA | 1250.00000 1250.00| 4500.00000 4500.00| CURB RAMP , TYPE VI | | | 0025 609006-001 4.000 EA | 500.00000 2000.00| 800.00000 3200.00| DETECTABLE WARNING SURFACE | | | 0030 636007-001 498.000 LF | 1.00000 498.00| 1.00000 498.00| ERADICATION OF PAVEMENT MARKING | | | 0035 636011-001 5050.000 UN | 0.01000 50.50| 0.10000 505.00| TRAFFIC CONTROL DEVICE | | | 0040 636014-001 100.000 HR | 0.01000 1.00| 55.00000 5500.00| FLAGGER | | | 0045 660001-001 LUMP | 15000.00000 15000.00| 12000.00000 12000.00| SIGNAL CONTROLLER , 01 | | | 0050 660002-030 LUMP | 17500.00000 17500.00| 18000.00000 18000.00| TRAFFIC DETECTOR, RADD , 01 | | | 0055 660003-001 4.000 EA | 750.00000 3000.00| 900.00000 3600.00| SIGNAL SECTION, G-16 | | | 0060 660003-006 24.000 EA | 350.00000 8400.00| 242.00000 5808.00| SIGNAL SECTION, V-12 | | | 0065 660004-041 2.000 EA | 7500.00000 15000.00| 9500.00000 19000.00| SIGNAL SUPPORT, INSTALLATION ONLY, C1 | | | 0070 660004-050 1.000 EA | 2500.00000 2500.00| 4300.00000 4300.00| SIGNAL SUPPORT, E1 | | | 0075 660007-001 LUMP | 27988.50000 27988.50| 23000.00000 23000.00| MISCELLANEOUS SIGNAL , 01 | | | 0080 660010-001 1.000 EA | 5250.00000 5250.00| 5500.00000 5500.00| PRIORITY CONTROL SYSTEM DETECTOR , D3 | | | 0085 660010-010 1.000 EA | 1250.00000 1250.00| 1000.00000 1000.00| PRIORITY CONTROL SYSTEM EMITTER . | | | 0090 663005-011 69.000 LF | 15.00000 1035.00| 18.15000 1252.35| STOP LINE, TYPE V - 24 IN | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/24/13 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 1116549 COUNTIES : MASON LETTING DATE : 01/15/13 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0646159 |( 5 ) 55-0715431 |( ) |WEST VIRGINIA SIGNAL & LIGHT |STEALTH, LTD. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 663006-010 188.000 LF | 9.00000 1692.00| 8.25000 1551.00| CROSSWALK LINE, TYPE V - 12 IN X 6 FT | | | 0100 663010-010 4.000 EA | 175.00000 700.00| 253.00000 1012.00| ONE DIRECTION LANE ASSIGNMENT ARROW, TY | | | V | | | 0105 663011-010 4.000 EA | 65.00000 260.00| 77.00000 308.00| LANE LETTER, TYPE V | | | SECTION TOTALS | $ 119,500.00| $ 145,034.35| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 119,500.00| $ 145,034.35| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/24/13 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 1004526 COUNTIES : DISTRICT 1 LETTING DATE : 01/15/13 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : 2013 DISTRICT ONE ROADWAY STRIPING PROJECT(S) : S381-0STR/IP-013.00 00 0STP 2013 014 D00 LOCATION: DISTRICT WIDE ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 34-1233573 OGLESBY CONSTRUCTION, INC. $ 896,188.00 100.0000% 2 26-1084418 ROADSAFE TRAFFIC SYSTEMS, INC $ 905,270.00 101.0134% 3 34-1546976 AERO-MARK, INC. $ 917,373.00 102.3639% 4 31-1035771 A & A SAFETY, INC. $ 992,305.00 110.7251% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/24/13 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 1004526 COUNTIES : DISTRICT 1 LETTING DATE : 01/15/13 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1233573 |( 2 ) 26-1084418 |( 3 ) 34-1546976 |OGLESBY CONSTRUCTION, INC. |ROADSAFE TRAFFIC SYSTEMS, IN |AERO-MARK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PAVEMENT MARKINGS SFTY | | | 0005 204001-000 LUMP | 51700.00000 51700.00| 20000.00000 20000.00| 74000.00000 74000.00 MOBILIZATION | | | 0010 204002-000 1000.000 MI | 0.01000 10.00| 1.00000 1000.00| 0.01000 10.00 MOBILIZATION, PER MILE | | | 0015 204003-000 3.000 EA | 1.00000 3.00| 5.00000 15.00| 1.00000 3.00 MOBILIZATION, PER JOB ORDER | | | 0020 663001-005 1500.000 MI | 238.00000 357000.00| 252.00000 378000.00| 236.00000 354000.00 EDGE LINE, TYPE II - 4 IN WHITE | | | 0025 663001-005 10.000 MI | 240.00000 2400.00| 252.00000 2520.00| 236.00000 2360.00 EDGE LINE, TYPE II - 4 IN YELLOW | | | 0030 663001-027 10.000 MI | 240.00000 2400.00| 255.00000 2550.00| 350.00000 3500.00 EDGE LINE, TYPE II - 6 IN WHITE | | | 0035 663001-027 10.000 MI | 290.00000 2900.00| 255.00000 2550.00| 350.00000 3500.00 EDGE LINE, TYPE II - 6 IN YELLOW | | | 0040 663001-034 1000.000 LF | 0.40000 400.00| 0.19000 190.00| 0.50000 500.00 EDGE LINE, TYPE II - 8 IN WHITE | | | 0045 663002-004 10.000 MI | 265.00000 2650.00| 252.00000 2520.00| 500.00000 5000.00 LANE LINE, TYPE II - 4 IN | | | 0050 663002-027 5.000 MI | 315.00000 1575.00| 255.00000 1275.00| 600.00000 3000.00 LANE LINE, TYPE II - 6 IN | | | 0055 663002-039 1900.000 MI | 238.00000 452200.00| 252.00000 478800.00| 236.00000 448400.00 CENTERLINE, TYPE II - 4 IN | | | 0060 663002-041 10.000 MI | 265.00000 2650.00| 255.00000 2550.00| 350.00000 3500.00 CENTERLINE, TYPE II - 6 IN | | | 0065 663002-063 70000.000 LF | 0.29000 20300.00| 0.19000 13300.00| 0.28000 19600.00 LANE LINE, TYPE II - 8 IN | | | SECTION TOTALS | $ 896,188.00| $ 905,270.00| $ 917,373.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 896,188.00| $ 905,270.00| $ 917,373.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/24/13 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 1004526 COUNTIES : DISTRICT 1 LETTING DATE : 01/15/13 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-1035771 |( ) |( ) |A & A SAFETY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PAVEMENT MARKINGS SFTY | | | 0005 204001-000 LUMP | 70980.00000 70980.00| | MOBILIZATION | | | 0010 204002-000 1000.000 MI | 1.00000 1000.00| | MOBILIZATION, PER MILE | | | 0015 204003-000 3.000 EA | 100.00000 300.00| | MOBILIZATION, PER JOB ORDER | | | 0020 663001-005 1500.000 MI | 255.00000 382500.00| | EDGE LINE, TYPE II - 4 IN WHITE | | | 0025 663001-005 10.000 MI | 255.00000 2550.00| | EDGE LINE, TYPE II - 4 IN YELLOW | | | 0030 663001-027 10.000 MI | 355.00000 3550.00| | EDGE LINE, TYPE II - 6 IN WHITE | | | 0035 663001-027 10.000 MI | 355.00000 3550.00| | EDGE LINE, TYPE II - 6 IN YELLOW | | | 0040 663001-034 1000.000 LF | 0.50000 500.00| | EDGE LINE, TYPE II - 8 IN WHITE | | | 0045 663002-004 10.000 MI | 255.00000 2550.00| | LANE LINE, TYPE II - 4 IN | | | 0050 663002-027 5.000 MI | 355.00000 1775.00| | LANE LINE, TYPE II - 6 IN | | | 0055 663002-039 1900.000 MI | 255.00000 484500.00| | CENTERLINE, TYPE II - 4 IN | | | 0060 663002-041 10.000 MI | 355.00000 3550.00| | CENTERLINE, TYPE II - 6 IN | | | 0065 663002-063 70000.000 LF | 0.50000 35000.00| | LANE LINE, TYPE II - 8 IN | | | SECTION TOTALS | $ 992,305.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 992,305.00| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/24/13 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 1004527 COUNTIES : DISTRICT 2 LETTING DATE : 01/15/13 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : 2013 DISTRICT TWO ROADWAY STRIPING PROJECT(S) : S382-0STR/IP-013.00 00 0STP 2013 015 D00 LOCATION: DISTRICT WIDE ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 34-1233573 OGLESBY CONSTRUCTION, INC. $ 934,998.00 100.0000% 2 26-1084418 ROADSAFE TRAFFIC SYSTEMS, INC $ 935,135.00 100.0147% 3 61-0953740 CENTRAL SEAL COMPANY $ 951,250.00 101.7382% 4 34-1546976 AERO-MARK, INC. $ 977,108.00 104.5038% 5 31-1035771 A & A SAFETY, INC. $ 1,080,223.00 115.5321% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/24/13 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 1004527 COUNTIES : DISTRICT 2 LETTING DATE : 01/15/13 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1233573 |( 2 ) 26-1084418 |( 3 ) 61-0953740 |OGLESBY CONSTRUCTION, INC. |ROADSAFE TRAFFIC SYSTEMS, IN |CENTRAL SEAL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PAVEMENT MARKINGS SFTY | | | 0005 204001-000 LUMP | 49900.00000 49900.00| 22000.00000 22000.00| 35000.00000 35000.00 MOBILIZATION | | | 0010 204002-000 1000.000 MI | 0.01000 10.00| 0.10000 100.00| 1.00000 1000.00 MOBILIZATION, PER MILE | | | 0015 204003-000 3.000 EA | 1.00000 3.00| 10.00000 30.00| 100.00000 300.00 MOBILIZATION, PER JOB ORDER | | | 0020 663001-005 1600.000 MI | 238.00000 380800.00| 245.00000 392000.00| 248.75000 398000.00 EDGE LINE, TYPE II - 4 IN WHITE | | | 0025 663001-005 10.000 MI | 240.00000 2400.00| 245.00000 2450.00| 247.50000 2475.00 EDGE LINE, TYPE II - 4 IN YELLOW | | | 0030 663001-027 10.000 MI | 240.00000 2400.00| 300.00000 3000.00| 375.00000 3750.00 EDGE LINE, TYPE II - 6 IN WHITE | | | 0035 663001-027 10.000 MI | 290.00000 2900.00| 300.00000 3000.00| 375.00000 3750.00 EDGE LINE, TYPE II - 6 IN YELLOW | | | 0040 663001-034 1000.000 LF | 0.40000 400.00| 0.33000 330.00| 0.10000 100.00 EDGE LINE, TYPE II - 8 IN WHITE | | | 0045 663002-004 10.000 MI | 265.00000 2650.00| 245.00000 2450.00| 248.75000 2487.50 LANE LINE, TYPE II - 4 IN | | | 0050 663002-027 5.000 MI | 315.00000 1575.00| 300.00000 1500.00| 375.00000 1875.00 LANE LINE, TYPE II - 6 IN | | | 0055 663002-039 1995.000 MI | 238.00000 474810.00| 245.00000 488775.00| 247.50000 493762.50 CENTERLINE, TYPE II - 4 IN | | | 0060 663002-041 10.000 MI | 265.00000 2650.00| 300.00000 3000.00| 375.00000 3750.00 CENTERLINE, TYPE II - 6 IN | | | 0065 663002-063 50000.000 LF | 0.29000 14500.00| 0.33000 16500.00| 0.10000 5000.00 LANE LINE, TYPE II - 8 IN | | | SECTION TOTALS | $ 934,998.00| $ 935,135.00| $ 951,250.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 934,998.00| $ 935,135.00| $ 951,250.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/24/13 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 1004527 COUNTIES : DISTRICT 2 LETTING DATE : 01/15/13 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1546976 |( 5 ) 31-1035771 |( ) |AERO-MARK, INC. |A & A SAFETY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PAVEMENT MARKINGS SFTY | | | 0005 204001-000 LUMP | 79000.00000 79000.00| 75338.00000 75338.00| MOBILIZATION | | | 0010 204002-000 1000.000 MI | 0.01000 10.00| 1.00000 1000.00| MOBILIZATION, PER MILE | | | 0015 204003-000 3.000 EA | 1.00000 3.00| 100.00000 300.00| MOBILIZATION, PER JOB ORDER | | | 0020 663001-005 1600.000 MI | 239.00000 382400.00| 267.00000 427200.00| EDGE LINE, TYPE II - 4 IN WHITE | | | 0025 663001-005 10.000 MI | 239.00000 2390.00| 267.00000 2670.00| EDGE LINE, TYPE II - 4 IN YELLOW | | | 0030 663001-027 10.000 MI | 350.00000 3500.00| 368.00000 3680.00| EDGE LINE, TYPE II - 6 IN WHITE | | | 0035 663001-027 10.000 MI | 350.00000 3500.00| 368.00000 3680.00| EDGE LINE, TYPE II - 6 IN YELLOW | | | 0040 663001-034 1000.000 LF | 0.50000 500.00| 0.50000 500.00| EDGE LINE, TYPE II - 8 IN WHITE | | | 0045 663002-004 10.000 MI | 500.00000 5000.00| 267.00000 2670.00| LANE LINE, TYPE II - 4 IN | | | 0050 663002-027 5.000 MI | 600.00000 3000.00| 368.00000 1840.00| LANE LINE, TYPE II - 6 IN | | | 0055 663002-039 1995.000 MI | 239.00000 476805.00| 267.00000 532665.00| CENTERLINE, TYPE II - 4 IN | | | 0060 663002-041 10.000 MI | 350.00000 3500.00| 368.00000 3680.00| CENTERLINE, TYPE II - 6 IN | | | 0065 663002-063 50000.000 LF | 0.35000 17500.00| 0.50000 25000.00| LANE LINE, TYPE II - 8 IN | | | SECTION TOTALS | $ 977,108.00| $ 1,080,223.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 977,108.00| $ 1,080,223.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/24/13 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 1004528 COUNTIES : DISTRICT 3 LETTING DATE : 01/15/13 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : 2013 DISTRICT THREE ROADWAY STRIPING PROJECT(S) : S383-0STR/IP-013.00 00 0STP 2013 016 D00 LOCATION: DISTRICT WIDE ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 34-1233573 OGLESBY CONSTRUCTION, INC. $ 834,858.00 100.0000% 2 34-1546976 AERO-MARK, INC. $ 867,413.00 103.8995% 3 26-1084418 ROADSAFE TRAFFIC SYSTEMS, INC $ 934,953.00 111.9895% 4 31-1035771 A & A SAFETY, INC. $ 942,620.00 112.9078% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/24/13 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 1004528 COUNTIES : DISTRICT 3 LETTING DATE : 01/15/13 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1233573 |( 2 ) 34-1546976 |( 3 ) 26-1084418 |OGLESBY CONSTRUCTION, INC. |AERO-MARK, INC. |ROADSAFE TRAFFIC SYSTEMS, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PAVEMENT MARKINGS SFTY | | | 0005 204001-000 LUMP | 45450.00000 45450.00| 88000.00000 88000.00| 59000.00000 59000.00 MOBILIZATION | | | 0010 204002-000 1000.000 MI | 0.01000 10.00| 0.01000 10.00| 0.10000 100.00 MOBILIZATION, PER MILE | | | 0015 204003-000 3.000 EA | 1.00000 3.00| 1.00000 3.00| 1.00000 3.00 MOBILIZATION, PER JOB ORDER | | | 0020 663001-005 1515.000 MI | 236.00000 357540.00| 230.00000 348450.00| 260.00000 393900.00 EDGE LINE, TYPE II - 4 IN WHITE | | | 0025 663001-005 10.000 MI | 240.00000 2400.00| 230.00000 2300.00| 260.00000 2600.00 EDGE LINE, TYPE II - 4 IN YELLOW | | | 0030 663001-027 10.000 MI | 240.00000 2400.00| 350.00000 3500.00| 300.00000 3000.00 EDGE LINE, TYPE II - 6 IN WHITE | | | 0035 663001-027 10.000 MI | 290.00000 2900.00| 350.00000 3500.00| 300.00000 3000.00 EDGE LINE, TYPE II - 6 IN YELLOW | | | 0040 663001-034 1000.000 LF | 0.40000 400.00| 0.50000 500.00| 0.45000 450.00 EDGE LINE, TYPE II - 8 IN WHITE | | | 0045 663002-004 10.000 MI | 265.00000 2650.00| 500.00000 5000.00| 260.00000 2600.00 LANE LINE, TYPE II - 4 IN | | | 0050 663002-027 5.000 MI | 315.00000 1575.00| 600.00000 3000.00| 300.00000 1500.00 LANE LINE, TYPE II - 6 IN | | | 0055 663002-039 1705.000 MI | 236.00000 402380.00| 230.00000 392150.00| 260.00000 443300.00 CENTERLINE, TYPE II - 4 IN | | | 0060 663002-041 10.000 MI | 265.00000 2650.00| 350.00000 3500.00| 300.00000 3000.00 CENTERLINE, TYPE II - 6 IN | | | 0065 663002-063 50000.000 LF | 0.29000 14500.00| 0.35000 17500.00| 0.45000 22500.00 LANE LINE, TYPE II - 8 IN | | | SECTION TOTALS | $ 834,858.00| $ 867,413.00| $ 934,953.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 834,858.00| $ 867,413.00| $ 934,953.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/24/13 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 1004528 COUNTIES : DISTRICT 3 LETTING DATE : 01/15/13 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-1035771 |( ) |( ) |A & A SAFETY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PAVEMENT MARKINGS SFTY | | | 0005 204001-000 LUMP | 70225.00000 70225.00| | MOBILIZATION | | | 0010 204002-000 1000.000 MI | 1.00000 1000.00| | MOBILIZATION, PER MILE | | | 0015 204003-000 3.000 EA | 100.00000 300.00| | MOBILIZATION, PER JOB ORDER | | | 0020 663001-005 1515.000 MI | 257.00000 389355.00| | EDGE LINE, TYPE II - 4 IN WHITE | | | 0025 663001-005 10.000 MI | 257.00000 2570.00| | EDGE LINE, TYPE II - 4 IN YELLOW | | | 0030 663001-027 10.000 MI | 369.00000 3690.00| | EDGE LINE, TYPE II - 6 IN WHITE | | | 0035 663001-027 10.000 MI | 369.00000 3690.00| | EDGE LINE, TYPE II - 6 IN YELLOW | | | 0040 663001-034 1000.000 LF | 0.50000 500.00| | EDGE LINE, TYPE II - 8 IN WHITE | | | 0045 663002-004 10.000 MI | 257.00000 2570.00| | LANE LINE, TYPE II - 4 IN | | | 0050 663002-027 5.000 MI | 369.00000 1845.00| | LANE LINE, TYPE II - 6 IN | | | 0055 663002-039 1705.000 MI | 257.00000 438185.00| | CENTERLINE, TYPE II - 4 IN | | | 0060 663002-041 10.000 MI | 369.00000 3690.00| | CENTERLINE, TYPE II - 6 IN | | | 0065 663002-063 50000.000 LF | 0.50000 25000.00| | LANE LINE, TYPE II - 8 IN | | | SECTION TOTALS | $ 942,620.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 942,620.00| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/24/13 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 1004529 COUNTIES : DISTRICT 4 LETTING DATE : 01/15/13 10:00 A.M. DISTRICT : 20 CONTRACT DESCRIPTION : 2013 DISTRICT FOUR ROADWAY STRIPING PROJECT(S) : S384-0STR/IP-013.00 00 0STP 2013 017 D00 LOCATION: DISTRICT WIDE ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 34-1546976 AERO-MARK, INC. $ 1,087,193.00 100.0000% 2 34-1233573 OGLESBY CONSTRUCTION, INC. $ 1,096,903.00 100.8931% 3 31-1035771 A & A SAFETY, INC. $ 1,240,969.00 114.1443% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/24/13 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 1004529 COUNTIES : DISTRICT 4 LETTING DATE : 01/15/13 10:00 A.M. DISTRICT : 20 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1546976 |( 2 ) 34-1233573 |( 3 ) 31-1035771 |AERO-MARK, INC. |OGLESBY CONSTRUCTION, INC. |A & A SAFETY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PAVEMENT MARKINGS | | | 0005 204001-000 LUMP | 57000.00000 57000.00| 43750.00000 43750.00| 95131.00000 95131.00 MOBILIZATION | | | 0010 204002-000 1000.000 MI | 0.01000 10.00| 0.01000 10.00| 1.00000 1000.00 MOBILIZATION, PER MILE | | | 0015 204003-000 3.000 EA | 1.00000 3.00| 1.00000 3.00| 100.00000 300.00 MOBILIZATION, PER JOB ORDER | | | 0020 663001-005 1720.000 MI | 229.00000 393880.00| 236.00000 405920.00| 251.00000 431720.00 EDGE LINE, TYPE II - 4 IN WHITE | | | 0025 663001-005 10.000 MI | 229.00000 2290.00| 240.00000 2400.00| 251.00000 2510.00 EDGE LINE, TYPE II - 4 IN YELLOW | | | 0030 663001-027 28.000 MI | 350.00000 9800.00| 290.00000 8120.00| 364.00000 10192.00 EDGE LINE, TYPE II - 6 IN WHITE | | | 0035 663001-027 21.000 MI | 350.00000 7350.00| 290.00000 6090.00| 364.00000 7644.00 EDGE LINE, TYPE II - 6 IN YELLOW | | | 0040 663001-034 1000.000 LF | 0.50000 500.00| 0.40000 400.00| 0.50000 500.00 EDGE LINE, TYPE II - 8 IN WHITE | | | 0045 663002-004 12.000 MI | 500.00000 6000.00| 265.00000 3180.00| 251.00000 3012.00 LANE LINE, TYPE II - 4 IN | | | 0050 663002-027 5.000 MI | 600.00000 3000.00| 310.00000 1550.00| 364.00000 1820.00 LANE LINE, TYPE II - 6 IN | | | 0055 663002-039 2500.000 MI | 229.00000 572500.00| 236.00000 590000.00| 251.00000 627500.00 CENTERLINE, TYPE II - 4 IN | | | 0060 663002-041 10.000 MI | 350.00000 3500.00| 300.00000 3000.00| 364.00000 3640.00 CENTERLINE, TYPE II - 6 IN | | | 0065 663002-063 112000.000 LF | 0.28000 31360.00| 0.29000 32480.00| 0.50000 56000.00 LANE LINE, TYPE II - 8 IN | | | SECTION TOTALS | $ 1,087,193.00| $ 1,096,903.00| $ 1,240,969.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,087,193.00| $ 1,096,903.00| $ 1,240,969.00 ====================================================================================================================================