1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/13/98 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 9734609 COUNTIES : MARION LETTING DATE : 10/27/98 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : WVHTC ACCESS ROAD PROJECT(S) : X325-0250/85-000.00 00 LOCATION: BEGINNING AT ROUTE 250/82 0.25 MILES FROM US 250 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0739010 GREEN RIVER GROUP LIMITED LIABILITY COMPANY $ 775,669.53 100.0000% 2 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 846,887.26 109.1814% 3 55-0570769 WEST VIRGINIA PAVING, INC. $ 871,931.61 112.4101% 4 55-0491480 LANG BROTHERS, INC. $ 874,635.91 112.7588% 5 55-0575884 GROUND BREAKERS, INC. $ 1,036,943.34 133.6836% 6 55-0640963 LAURITA EXCAVATING, INC. $ 5,826,245.38 751.1246% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/13/98 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9734609 COUNTIES : MARION LETTING DATE : 10/27/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : Standard ==================================================================================================================================== |(1) 55-0739010 |(2) 55-0487806 |(3) 55-0570769 |GREEN RIVER GROUP LIMITED LI|ORDERS CONSTRUCTION COMPANY,|WEST VIRGINIA PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201-01 1.000 LS | 20000.00000 20000.00| 27000.00000 27000.00| 33350.00000 33350.00 CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 10000.00000 10000.00| 16000.00000 16000.00| 24000.00000 24000.00 MOBILIZATION | | | 0015 207-01 50676.000 CY | 5.20000 263515.20| 4.92000 249325.92| 5.60000 283785.60 UNCLASSIFIED EXCAVATION | | | 0020 207-02 1183.000 CY | 18.00000 21294.00| 34.00000 40222.00| 35.60000 42114.80 SUBGRADE | | | 0025 207-34 7340.000 SY | 1.00000 7340.00| 0.90000 6606.00| 0.75000 5505.00 FABRIC FOR SEPARATION | | | 0030 211-02 4946.000 CY | 0.01000 49.46| 19.10000 94468.60| 15.40000 76168.40 ROCK BORROW EXCAVATION | | | 0035 228-01 2280.000 SY | 5.00000 11400.00| 1.75000 3990.00| 1.20000 2736.00 SUBGRADE PREPARATION | | | 0040 311-06 706.000 CY | 50.00000 35300.00| 54.75000 38653.50| 46.00000 32476.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0045 409-02 3017.000 GA | 1.50000 4525.50| 0.90000 2715.30| 0.50000 1508.50 BITUMINOUS MATERIAL | | | 0050 601-02 4.500 CY | 700.00000 3150.00| 100.00000 450.00| 800.00000 3600.00 CLASS B CONCRETE | | | 0055 602-01 135.000 LB | 5.00000 675.00| 0.50000 67.50| 0.40000 54.00 REINFORCING STEEL BARS | | | 0060 604-01(18)A2 167.000 LF | 50.00000 8350.00| 42.00000 7014.00| 82.75000 13819.25 METALLIC COATED CORRUGATED STEEL PIPE | | | 0065 604-01(24)A2 799.000 LF | 60.00000 47940.00| 49.00000 39151.00| 56.40000 45063.60 METALLIC COATED CORRUGATED STEEL PIPE | | | 0070 604-01(30)A2 353.000 LF | 70.00000 24710.00| 71.00000 25063.00| 63.75000 22503.75 METALLIC COATED CORRUGATED STEEL PIPE | | | 0075 604-09(18) 1.000 EA | 250.00000 250.00| 150.00000 150.00| 64.00000 64.00 END SECION FOR CORRUGATED STEEL PIPE | | | 0080 604-09(24) 1.000 EA | 300.00000 300.00| 225.00000 225.00| 100.00000 100.00 END SECION FOR CORRUGATED STEEL PIPE | | | 0085 604-09(30) 1.000 EA | 350.00000 350.00| 450.00000 450.00| 185.00000 185.00 END SECION FOR CORRUGATED STEEL PIPE | | | 0090 605-04 11.000 EA | 1000.00000 11000.00| 1500.00000 16500.00| 1800.00000 19800.00 TYPE B INLET | | | 0095 605-04-1 3.000 EA | 1500.00000 4500.00| 3000.00000 9000.00| 2500.00000 7500.00 TYPE B INLET, MODIFIED | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/13/98 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9734609 COUNTIES : MARION LETTING DATE : 10/27/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : Standard ==================================================================================================================================== |(1) 55-0739010 |(2) 55-0487806 |(3) 55-0570769 |GREEN RIVER GROUP LIMITED LI|ORDERS CONSTRUCTION COMPANY,|WEST VIRGINIA PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 606-20(6) 4382.000 LF | 6.00000 26292.00| 8.75000 38342.50| 5.65000 24758.30 AGGREGATE FILLED FABRIC UNDERDRAINS | | | 0105 607-01(II) 570.000 LF | 9.00000 5130.00| 10.75000 6127.50| 9.50000 5415.00 TYPE 1 GUARDRAIL | | | 0110 610-03(I) 4127.000 LF | 35.00000 144445.00| 20.10000 82952.70| 23.60000 97397.20 COMBINATION CONCRETE CURB AND GUTTER | | | 0115 610-03(IV) 150.000 LF | 32.00000 4800.00| 20.10000 3015.00| 23.60000 3540.00 COMBINATION CONCRETE CURB AND GUTTER | | | 0120 636-11 2175.000 UN | 1.00000 2175.00| 1.40000 3045.00| 0.85000 1848.75 TRAFFIC CONTROL DEVICES | | | 0125 636-14 100.000 HR | 25.00000 2500.00| 40.00000 4000.00| 28.00000 2800.00 FLAGGER | | | 0130 636-25(A) 200.000 DA | 0.50000 100.00| 0.55000 110.00| 5.00000 1000.00 WARNING LIGHTS | | | 0135 637-01 104.000 MG | 50.00000 5200.00| 50.00000 5200.00| 20.00000 2080.00 WATER FOR DUST PALLIATIVE | | | 0140 638-02 26.000 EA | 100.00000 2600.00| 55.00000 1430.00| 75.00000 1950.00 RIGHT OF WAY MARKERS | | | 0145 638-03 2.000 EA | 100.00000 200.00| 110.00000 220.00| 275.00000 550.00 SURVEY MARKERS | | | 0150 639-01 LUMP| 10000.00000 10000.00| 23400.00000 23400.00| 17100.00000 17100.00 CONSTRUCTION LAYOUT STAKES | | | 0155 642-03-1 3.000 EA | 50.00000 150.00| 200.00000 600.00| 400.00000 1200.00 DITCH CHECKS | | | 0160 642-03-3 50.000 CY | 5.00000 250.00| 11.00000 550.00| 90.00000 4500.00 SEDIMENT TRAP | | | 0165 642-12 990.000 LF | 1.00000 990.00| 3.10000 3069.00| 3.15000 3118.50 SILT FENCE | | | 0170 652-01 8.830 TN | 80.00000 706.40| 85.00000 750.55| 78.00000 688.74 AGRICULTURAL LIMESTONE | | | 0175 652-02-1 4.370 TN | 1250.00000 5462.50| 365.00000 1595.05| 337.00000 1472.69 FERTILIZER, 10-20-10 | | | 0180 652-02-2 0.600 TN | 1500.00000 900.00| 1065.00000 639.00| 1000.00000 600.00 UREA FORMALDEHIDE FERTILIZER | | | 0185 652-03-1 280.890 LB | 4.80000 1348.27| 4.60000 1292.09| 4.30000 1207.83 SEED MIXTURES B, C-1 OR C-2 | | | 0190 652-04-1 8.030 TN | 320.00000 2569.60| 440.00000 3533.20| 410.00000 3292.30 STRAW OR HAY MULCH | | | 0195 661-01(1) 1.000 SF | 875.00000 875.00| 250.00000 250.00| 354.00000 354.00 (0.080),FLAT SHEET SIGNS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/13/98 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9734609 COUNTIES : MARION LETTING DATE : 10/27/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : Standard ==================================================================================================================================== |(1) 55-0739010 |(2) 55-0487806 |(3) 55-0570769 |GREEN RIVER GROUP LIMITED LI|ORDERS CONSTRUCTION COMPANY,|WEST VIRGINIA PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 663-03-1(II) 4380.000 LF | 0.22000 963.60| 0.39000 1708.20| 0.35000 1533.00 BARRIER LINES | | | 0205 663-05(IV) 12.000 LF | 12.00000 144.00| 22.40000 268.80| 20.70000 248.40 TYPE IV, STOP LINES | | | 0210 401-1(1)SG AA1 2112.000 TN | 31.00000 65472.00| 34.15000 72124.80| 29.00000 61248.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0215 401-1(1)S AA2 1922.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0220 401-2(1)SG BB1 352.000 TN | 41.00000 14432.00| 34.15000 12020.80| 39.00000 13728.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0225 401-2(1)S BB2 321.000 TN | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | 0230 636-02SG CC1 221.000 TN | 15.00000 3315.00| 16.25000 3591.25| 27.00000 5967.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0235 636-02S CC2 201.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 775,669.53| $ 846,887.26| $ 871,931.61 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 775,669.53| $ 846,887.26| $ 871,931.61 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/13/98 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9734609 COUNTIES : MARION LETTING DATE : 10/27/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : Standard ==================================================================================================================================== |(4) 55-0491480 |(5) 55-0575884 |(6) 55-0640963 |LANG BROTHERS, INC. |GROUND BREAKERS, INC. |LAURITA EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201-01 1.000 LS | 80000.00000 80000.00| 120000.00000 120000.00| 16500.00000 16500.00 CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 25000.00000 25000.00| 20000.00000 20000.00| 25000.00000 25000.00 MOBILIZATION | | | 0015 207-01 50676.000 CY | 3.25000 164697.00| 5.00000 253380.00| 3.25000 164697.00 UNCLASSIFIED EXCAVATION | | | 0020 207-02 1183.000 CY | 45.00000 53235.00| 38.00000 44954.00| 25.00000 29575.00 SUBGRADE | | | 0025 207-34 7340.000 SY | 1.00000 7340.00| 1.00000 7340.00| 0.90000 6606.00 FABRIC FOR SEPARATION | | | 0030 211-02 4946.000 CY | 8.00000 39568.00| 20.00000 98920.00| 7.00000 34622.00 ROCK BORROW EXCAVATION | | | 0035 228-01 2280.000 SY | 1.30000 2964.00| 2.50000 5700.00| 2280.00000 5198400.00 SUBGRADE PREPARATION | | | 0040 311-06 706.000 CY | 78.00000 55068.00| 80.00000 56480.00| 56.65000 39994.90 OPEN GRADED FREE DRAINING BASE COURSE | | | 0045 409-02 3017.000 GA | 1.00000 3017.00| 1.00000 3017.00| 1.05000 3167.85 BITUMINOUS MATERIAL | | | 0050 601-02 4.500 CY | 1500.00000 6750.00| 1400.00000 6300.00| 400.00000 1800.00 CLASS B CONCRETE | | | 0055 602-01 135.000 LB | 3.00000 405.00| 3.00000 405.00| 1.00000 135.00 REINFORCING STEEL BARS | | | 0060 604-01(18)A2 167.000 LF | 50.00000 8350.00| 50.00000 8350.00| 40.00000 6680.00 METALLIC COATED CORRUGATED STEEL PIPE | | | 0065 604-01(24)A2 799.000 LF | 50.00000 39950.00| 80.00000 63920.00| 44.50000 35555.50 METALLIC COATED CORRUGATED STEEL PIPE | | | 0070 604-01(30)A2 353.000 LF | 55.00000 19415.00| 100.00000 35300.00| 48.00000 16944.00 METALLIC COATED CORRUGATED STEEL PIPE | | | 0075 604-09(18) 1.000 EA | 475.00000 475.00| 400.00000 400.00| 100.00000 100.00 END SECION FOR CORRUGATED STEEL PIPE | | | 0080 604-09(24) 1.000 EA | 500.00000 500.00| 500.00000 500.00| 150.00000 150.00 END SECION FOR CORRUGATED STEEL PIPE | | | 0085 604-09(30) 1.000 EA | 625.00000 625.00| 600.00000 600.00| 250.00000 250.00 END SECION FOR CORRUGATED STEEL PIPE | | | 0090 605-04 11.000 EA | 6000.00000 66000.00| 1000.00000 11000.00| 1600.00000 17600.00 TYPE B INLET | | | 0095 605-04-1 3.000 EA | 4500.00000 13500.00| 2000.00000 6000.00| 1800.00000 5400.00 TYPE B INLET, MODIFIED | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/13/98 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9734609 COUNTIES : MARION LETTING DATE : 10/27/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : Standard ==================================================================================================================================== |(4) 55-0491480 |(5) 55-0575884 |(6) 55-0640963 |LANG BROTHERS, INC. |GROUND BREAKERS, INC. |LAURITA EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 606-20(6) 4382.000 LF | 4.00000 17528.00| 10.00000 43820.00| 7.00000 30674.00 AGGREGATE FILLED FABRIC UNDERDRAINS | | | 0105 607-01(II) 570.000 LF | 19.00000 10830.00| 15.00000 8550.00| 10.20000 5814.00 TYPE 1 GUARDRAIL | | | 0110 610-03(I) 4127.000 LF | 20.00000 82540.00| 21.00000 86667.00| 18.00000 74286.00 COMBINATION CONCRETE CURB AND GUTTER | | | 0115 610-03(IV) 150.000 LF | 20.00000 3000.00| 21.00000 3150.00| 18.00000 2700.00 COMBINATION CONCRETE CURB AND GUTTER | | | 0120 636-11 2175.000 UN | 1.20000 2610.00| 3.00000 6525.00| 2.00000 4350.00 TRAFFIC CONTROL DEVICES | | | 0125 636-14 100.000 HR | 45.00000 4500.00| 40.00000 4000.00| 30.00000 3000.00 FLAGGER | | | 0130 636-25(A) 200.000 DA | 1.85000 370.00| 5.00000 1000.00| 2.00000 400.00 WARNING LIGHTS | | | 0135 637-01 104.000 MG | 15.50000 1612.00| 50.00000 5200.00| 2.00000 208.00 WATER FOR DUST PALLIATIVE | | | 0140 638-02 26.000 EA | 85.00000 2210.00| 100.00000 2600.00| 50.00000 1300.00 RIGHT OF WAY MARKERS | | | 0145 638-03 2.000 EA | 785.00000 1570.00| 500.00000 1000.00| 150.00000 300.00 SURVEY MARKERS | | | 0150 639-01 LUMP| 60000.00000 60000.00| 15000.00000 15000.00| 8000.00000 8000.00 CONSTRUCTION LAYOUT STAKES | | | 0155 642-03-1 3.000 EA | 700.00000 2100.00| 400.00000 1200.00| 100.00000 300.00 DITCH CHECKS | | | 0160 642-03-3 50.000 CY | 7.00000 350.00| 50.00000 2500.00| 10.00000 500.00 SEDIMENT TRAP | | | 0165 642-12 990.000 LF | 1.25000 1237.50| 5.00000 4950.00| 2.00000 1980.00 SILT FENCE | | | 0170 652-01 8.830 TN | 80.00000 706.40| 100.00000 883.00| 76.00000 671.08 AGRICULTURAL LIMESTONE | | | 0175 652-02-1 4.370 TN | 350.00000 1529.50| 400.00000 1748.00| 350.00000 1529.50 FERTILIZER, 10-20-10 | | | 0180 652-02-2 0.600 TN | 1000.00000 600.00| 720.00000 432.00| 1000.00000 600.00 UREA FORMALDEHIDE FERTILIZER | | | 0185 652-03-1 280.890 LB | 4.50000 1264.01| 6.00000 1685.34| 5.00000 1404.45 SEED MIXTURES B, C-1 OR C-2 | | | 0190 652-04-1 8.030 TN | 450.00000 3613.50| 500.00000 4015.00| 400.00000 3212.00 STRAW OR HAY MULCH | | | 0195 661-01(1) 1.000 SF | 200.00000 200.00| 240.00000 240.00| 190.00000 190.00 (0.080),FLAT SHEET SIGNS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/13/98 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9734609 COUNTIES : MARION LETTING DATE : 10/27/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : Standard ==================================================================================================================================== |(4) 55-0491480 |(5) 55-0575884 |(6) 55-0640963 |LANG BROTHERS, INC. |GROUND BREAKERS, INC. |LAURITA EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 663-03-1(II) 4380.000 LF | 0.50000 2190.00| 1.00000 4380.00| 0.15000 657.00 BARRIER LINES | | | 0205 663-05(IV) 12.000 LF | 22.00000 264.00| 25.00000 300.00| 13.00000 156.00 TYPE IV, STOP LINES | | | 0210 401-1(1)SG AA1 2112.000 TN | 33.00000 69696.00| 35.00000 73920.00| 30.10000 63571.20 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0215 401-1(1)S AA2 1922.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0220 401-2(1)SG BB1 352.000 TN | 44.00000 15488.00| 46.00000 16192.00| 41.20000 14502.40 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0225 401-2(1)S BB2 321.000 TN | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | 0230 636-02SG CC1 221.000 TN | 8.00000 1768.00| 20.00000 4420.00| 12.50000 2762.50 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0235 636-02S CC2 201.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 874,635.91| $ 1,036,943.34| $ 5,826,245.38 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 874,635.91| $ 1,036,943.34| $ 5,826,245.38 ====================================================================================================================================