INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 120 -1
VENDOR RANKING
CALL ORDER : 120 CONTRACT ID : IB-28951-A COUNTIES : HOWARD
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : NEW BRIDGE COMPLETION DATE : 06/24/11
LOCATION : ON CR 200N (MORGAN STREET), 1620 LFT WEST OF PROJECT(S) : 0600337
CR 250E
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1875662 CRIDER & CRIDER INC $ 5,081,428.25 100.0000%
2 35-1374866 PRIMCO INC $ 5,128,510.82 100.9266%
3 35-1057237 R L MCCOY INC $ 5,251,620.83 103.3493%
4 90-0177865 HIS CONSTRUCTORS LLC $ 5,359,460.00 105.4715%
5 34-0907180 E S WAGNER COMPANY $ 5,434,713.58 106.9525%
6 38-2675420 ANLAAN CORPORATION $ 5,547,241.56 109.1670%
7 35-0997978 PHEND & BROWN INC $ 6,309,125.50 124.1605%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 120 -2
TABULATION OF BIDS
CALL ORDER : 120 CONTRACT ID : IB-28951-A COUNTIES : HOWARD
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1374866 |( 3 ) 35-1057237
|CRIDER & CRIDER INC |PRIMCO INC |R L MCCOY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW BRIDGE
| | |
0001 105-06845 LUMP | 20000.00000 20000.00| 58413.39000 58413.39| 12500.00000 12500.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 250.00000 250.00| 95.00000 95.00| 200.00000 200.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 12.000 MOS | 50.00000 600.00| 65.00000 780.00| 100.00000 1200.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 250000.00000 250000.00| 251923.00000 251923.00| 262000.00000 262000.00
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 125000.00000 125000.00| 118525.10000 118525.10| 131000.00000 131000.00
CLEARING RIGHT OF WAY | | |
0011 202-03000 LUMP | 500.00000 500.00| 2500.00000 2500.00| 1000.00000 1000.00
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO. 27, 100 LFT. FARM FENCE | | |
0012 202-03000 LUMP | 500.00000 500.00| 2500.00000 2500.00| 1000.00000 1000.00
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO. 6, DRAIN PIPE | | |
0013 203-02000 1705.000 CYS | 40.00000 68200.00| 40.00000 68200.00| 12.00000 20460.00
EXCAVATION, COMMON | | |
0014 203-02070 62540.000 CYS | 4.40000 275176.00| 4.40000 275176.00| 5.75000 359605.00
BORROW | | |
0015 203-02100 103950.000 CYS | 6.90000 717255.00| 6.90000 717255.00| 10.00000 1039500.00
EXCAVATION, PEAT | | |
0016 204-02290 11.000 EACH | 750.00000 8250.00| 750.00000 8250.00| 1500.00000 16500.00
SETTLEMENT PLATE | | |
0017 204-08415 11.000 EACH | 50.00000 550.00| 50.00000 550.00| 250.00000 2750.00
STAKES, SETTLEMENT | | |
0018 205-02770 2905.000 SYS | 1.04000 3021.20| 1.04000 3021.20| 1.25000 3631.25
EROSION CONTROL BLANKET | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 120 -3
TABULATION OF BIDS
CALL ORDER : 120 CONTRACT ID : IB-28951-A COUNTIES : HOWARD
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1374866 |( 3 ) 35-1057237
|CRIDER & CRIDER INC |PRIMCO INC |R L MCCOY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 205-03371 300.000 CYS | 10.00000 3000.00| 10.00000 3000.00| 14.00000 4200.00
SEDIMENT, REMOVE | | |
0020 205-06930 36.000 TON | 25.00000 900.00| 25.00000 900.00| 40.00000 1440.00
SPLASHPAD, RIPRAP | | |
0021 205-06931 297.000 TON | 35.00000 10395.00| 35.00000 10395.00| 50.00000 14850.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0022 205-06934 41.000 TON | 305.00000 12505.00| 305.00000 12505.00| 300.00000 12300.00
TEMPORARY MULCHING | | |
0023 205-06936 233.000 TON | 24.44000 5694.52| 24.44000 5694.52| 38.00000 8854.00
TEMPORARY SEDIMENT TRAP | | |
0024 205-06937 1965.000 LFT | 1.42000 2790.30| 1.97000 3871.05| 2.50000 4912.50
TEMPORARY SILT FENCE | | |
0025 205-06938 392.000 LFT | 10.00000 3920.00| 10.00000 3920.00| 20.00000 7840.00
TEMPORARY SLOPE DRAIN | | |
0026 205-08517 84.000 TON | 24.32000 2042.88| 24.32000 2042.88| 58.00000 4872.00
ROCK FILTER BERM | | |
0027 205-09543 100.000 TON | 20.00000 2000.00| 20.00000 2000.00| 20.00000 2000.00
NO 2 STONE | | |
0028 207-08265 6588.000 SYS | 3.75000 24705.00| 5.00000 32940.00| 4.50000 29646.00
SUBGRADE TREATMENT, TYPE IIA | | |
0029 211-02050 103515.000 CYS | 18.65000 1930554.75| 18.96000 1962644.40| 16.45000 1702821.75
B BORROW | | |
0030 211-09264 1118.000 CYS | 22.00000 24596.00| 22.00000 24596.00| 30.00000 33540.00
STRUCTURE BACKFILL, TYPE 1 | | |
0031 211-09266 3200.000 CYS | 18.00000 57600.00| 29.00000 92800.00| 30.00000 96000.00
STRUCTURE BACKFILL, TYPE 3 | | |
0032 215-07043 6000.000 SYS | 4.25000 25500.00| 5.50000 33000.00| 4.70000 28200.00
CHEMICAL MODIFICATION, SOILS | | |
0033 301-07448 1958.000 TON | 16.00000 31328.00| 16.00000 31328.00| 13.62000 26667.96
COMPACTED AGGREGATE, NO. 53, BASE | | |
0034 302-07455 28.000 CYS | 108.00000 3024.00| 75.00000 2100.00| 100.00000 2800.00
DENSE GRADED SUBBASE | | |
0035 303-01180 564.000 TON | 18.00000 10152.00| 18.00000 10152.00| 18.00000 10152.00
COMPACTED AGGREGATE, NO. 53 | | |
0036 303-07449 75.000 TON | 30.00000 2250.00| 30.00000 2250.00| 25.10000 1882.50
COMPACTED AGGREGATE, NO. 73 | | |
0037 306-08043 200.000 SYS | 12.50000 2500.00| 10.00000 2000.00| 18.00000 3600.00
MILLING, TRANSITION | | |
0038 402-07432 490.000 TON | 73.00000 35770.00| 73.00000 35770.00| 62.00000 30380.00
HMA SURFACE, TYPE A | | |
0039 402-07435 797.000 TON | 56.00000 44632.00| 56.00000 44632.00| 51.00000 40647.00
HMA INTERMEDIATE, TYPE A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 120 -4
TABULATION OF BIDS
CALL ORDER : 120 CONTRACT ID : IB-28951-A COUNTIES : HOWARD
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1374866 |( 3 ) 35-1057237
|CRIDER & CRIDER INC |PRIMCO INC |R L MCCOY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 406-05520 1.500 TON | 650.00000 975.00| 650.00000 975.00| 250.00000 375.00
ASPHALT FOR TACK COAT | | |
0041 601-01522 4.000 EACH | 1997.00000 7988.00| 1997.00000 7988.00| 1997.00000 7988.00
GUARDRAIL TRANSITION TYPE TGB | | |
0042 601-94689 4.000 EACH | 2625.00000 10500.00| 3308.85000 13235.40| 2265.00000 9060.00
GUARDRAIL END TREATMENT, OS | | |
0043 601-99105 856.250 LFT | 15.60000 13357.50| 15.60000 13357.50| 15.60000 13357.50
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0044 602-06729 12.000 EACH | 25.00000 300.00| 12.00000 144.00| 12.00000 144.00
BARRIER DELINEATOR | | |
0045 609-06259 160.000 SYS | 88.00000 14080.00| 95.00000 15200.00| 110.00000 17600.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0046 615-06505 7.000 EACH | 670.00000 4690.00| 670.00000 4690.00| 670.00000 4690.00
MONUMENT, B | | |
0047 616-02320 17102.000 SYS | 0.85000 14536.70| 0.85000 14536.70| 1.75000 29928.50
GEOTEXTILES | | |
0048 616-06405 1104.000 TON | 22.00000 24288.00| 22.00000 24288.00| 23.00000 25392.00
RIPRAP, REVETMENT | | |
0049 616-06451 195.000 TON | 22.00000 4290.00| 22.00000 4290.00| 27.00000 5265.00
RIPRAP, UNIFORM | | |
0050 621-01004 4.000 EACH | 200.00000 800.00| 200.00000 800.00| 600.00000 2400.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0051 621-03787 21.000 LBS | 82.00000 1722.00| 82.00000 1722.00| 36.00000 756.00
SEED MIXTURE, D , MODIFIED | | |
0052 621-06545 2.000 TON | 800.00000 1600.00| 800.00000 1600.00| 715.00000 1430.00
FERTILIZER | | |
0053 621-06553 700.000 LBS | 3.69000 2583.00| 3.69000 2583.00| 2.70000 1890.00
SEED MIXTURE, R | | |
0054 621-06557 656.000 LBS | 2.18000 1430.08| 2.18000 1430.08| 2.30000 1508.80
SEED MIXTURE, T | | |
0055 621-06557 211.000 LBS | 6.42000 1354.62| 6.42000 1354.62| 2.30000 485.30
SEED MIXTURE, T , MODIFIED | | |
0056 621-06565 9.000 TON | 325.00000 2925.00| 325.00000 2925.00| 325.00000 2925.00
MULCHING MATERIAL | | |
0057 621-06574 728.000 SYS | 3.80000 2766.40| 3.80000 2766.40| 3.75000 2730.00
SODDING | | |
0058 622-52436 10.000 EACH | 40.00000 400.00| 40.00000 400.00| 30.00000 300.00
SIGN, DO NOT MOW OR SPRAY | | |
0059 622-98200 10.000 EACH | 40.00000 400.00| 40.00000 400.00| 30.00000 300.00
SIGN, DO NOT DISTURB | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 120 -5
TABULATION OF BIDS
CALL ORDER : 120 CONTRACT ID : IB-28951-A COUNTIES : HOWARD
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1374866 |( 3 ) 35-1057237
|CRIDER & CRIDER INC |PRIMCO INC |R L MCCOY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 628-09402 12.000 MOS | 2000.00000 24000.00| 2000.00000 24000.00| 1650.00000 19800.00
FIELD OFFICE, B | | |
0061 628-09408 12.000 MOS | 175.00000 2100.00| 225.00000 2700.00| 235.00000 2820.00
MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | |
0062 628-09409 12.000 MOS | 50.00000 600.00| 110.00000 1320.00| 150.00000 1800.00
MOBILE INTERNET SERVICE , 1 EACH | | |
0063 701-06011 2.000 EACH | 5900.00000 11800.00| 2000.00000 4000.00| 4000.00000 8000.00
DYNAMIC PILE LOAD TEST | | |
0064 701-09557 200.000 LFT | 31.50000 6300.00| 40.00000 8000.00| 30.00000 6000.00
TEST PILE, DYNAMIC, PRODUCTION | | |
0065 701-09559 2.000 EACH | 1175.00000 2350.00| 1000.00000 2000.00| 2000.00000 4000.00
TEST PILE, DYNAMIC, RESTRIKE | | |
0066 701-09770 25.000 EACH | 138.00000 3450.00| 150.00000 3750.00| 500.00000 12500.00
PILE SHOE, HP 14 X 73 | | |
0067 701-93575 2157.000 LFT | 50.00000 107850.00| 48.00000 103536.00| 40.00000 86280.00
PILE, STEEL H, HP 14" X 73 | | |
0068 702-51005 83.400 CYS | 547.00000 45619.80| 425.00000 35445.00| 700.00000 58380.00
CONCRETE, A, SUBSTRUCTURE | | |
0069 703-06028 6096.000 LBS | 0.90000 5486.40| 1.35000 8229.60| 0.75000 4572.00
REINFORCING BARS | | |
0070 703-06029 81680.000 LBS | 1.00000 81680.00| 1.10000 89848.00| 0.80000 65344.00
REINFORCING BARS, EPOXY COATED | | |
0071 704-51002 234.600 CYS | 625.00000 146625.00| 625.00000 146625.00| 700.00000 164220.00
CONCRETE, C, SUPERSTRUCTURE | | |
0072 706-05732 4.000 EACH | 1800.00000 7200.00| 1000.00000 4000.00| 1700.00000 6800.00
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0073 706-51020 37.800 CYS | 520.00000 19656.00| 500.00000 18900.00| 470.00000 17766.00
CONCRETE, C, RAILING | | |
0074 707-08458 772.000 SFT | 280.00000 216160.00| 222.00000 171384.00| 230.00000 177560.00
STRUCTURAL MEMBERS , CONCRETE, BULB-T, | | |
42 IN. X 49 IN. | | |
0075 709-51821 LUMP | 4600.00000 4600.00| 4612.68000 4612.68| 5270.00000 5270.00
SURFACE SEAL | | |
0076 714-02544 8.000 EACH | 12500.00000 100000.00| 12500.00000 100000.00| 6500.00000 52000.00
WINGWALL, PRECAST CONCRETE | | |
0077 714-06277 165.000 LFT | 850.00000 140250.00| 850.00000 140250.00| 900.00000 148500.00
CULVERT, PRECAST, REINFORCED CONCRETE | | |
BOX, 14' X 8' | | |
0078 714-07032 175.000 LFT | 750.00000 131250.00| 827.58000 144826.50| 1000.00000 175000.00
CULVERT, PRECAST, REINFORCED CONCRETE | | |
BOX, 16' X 7' | | |
0079 715-05019 180.000 LFT | 50.00000 9000.00| 50.00000 9000.00| 62.00000 11160.00
PIPE, TYPE 1, CIRCULAR, 36 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 120 -6
TABULATION OF BIDS
CALL ORDER : 120 CONTRACT ID : IB-28951-A COUNTIES : HOWARD
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1374866 |( 3 ) 35-1057237
|CRIDER & CRIDER INC |PRIMCO INC |R L MCCOY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0080 715-05118 300.000 LFT | 25.00000 7500.00| 25.00000 7500.00| 24.00000 7200.00
PIPE, TYPE 1, CIRCULAR, 12 IN. | | |
0081 715-05125 52.000 LFT | 40.00000 2080.00| 40.00000 2080.00| 50.00000 2600.00
PIPE, TYPE 1, CIRCULAR, 30 IN. | | |
0082 715-05169 100.000 LFT | 25.00000 2500.00| 25.00000 2500.00| 27.00000 2700.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0083 715-05177 52.000 LFT | 50.00000 2600.00| 50.00000 2600.00| 65.00000 3380.00
PIPE, TYPE 3, CIRCULAR, 36 IN. | | |
0084 715-05443 10.000 LFT | 30.00000 300.00| 30.00000 300.00| 60.00000 600.00
PIPE, DRAINTILE TERMINAL SECTION, 12 IN | | |
0085 715-46000 1.000 EACH | 325.00000 325.00| 325.00000 325.00| 220.00000 220.00
PIPE END SECTION, 12 IN. | | |
0086 715-46005 5.000 EACH | 375.00000 1875.00| 375.00000 1875.00| 250.00000 1250.00
PIPE END SECTION, 15 IN. | | |
0087 715-46030 2.000 EACH | 675.00000 1350.00| 675.00000 1350.00| 500.00000 1000.00
PIPE END SECTION, 30 IN. | | |
0088 715-46040 4.000 EACH | 900.00000 3600.00| 900.00000 3600.00| 631.00000 2524.00
PIPE END SECTION, 36 IN. | | |
0089 720-45410 4.000 EACH | 1500.00000 6000.00| 1500.00000 6000.00| 1938.00000 7752.00
MANHOLE, C4 | | |
0090 731-93945 3280.000 SFT | 18.70000 61336.00| 17.60000 57728.00| 20.00000 65600.00
FACE PANELS, CONCRETE | | |
0091 731-93946 3280.000 SFT | 20.80000 68224.00| 12.00000 39360.00| 18.00000 59040.00
WALL ERECTION | | |
0092 731-93947 260.000 LFT | 22.00000 5720.00| 35.00000 9100.00| 38.00000 9880.00
LEVELING PAD, CONCRETE | | |
0093 801-04308 4.000 EACH | 460.00000 1840.00| 460.00000 1840.00| 456.00000 1824.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0094 801-06625 4.000 EACH | 95.00000 380.00| 95.00000 380.00| 178.00000 712.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0095 801-06640 11.000 EACH | 199.00000 2189.00| 199.00000 2189.00| 99.00000 1089.00
CONSTRUCTION SIGN, A | | |
0096 801-06775 LUMP | 25000.00000 25000.00| 20457.70000 20457.70| 1000.00000 1000.00
MAINTAINING TRAFFIC | | |
0097 801-07118 48.000 LFT | 15.00000 720.00| 15.00000 720.00| 24.00000 1152.00
BARRICADE, III-A | | |
0098 801-07119 48.000 LFT | 16.00000 768.00| 16.00000 768.00| 28.00000 1344.00
BARRICADE, III-B | | |
0099 808-06713 3227.000 LFT | 0.35000 1129.45| 0.35000 1129.45| 0.39000 1258.53
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0100 808-06714 474.000 LFT | 0.35000 165.90| 0.35000 165.90| 0.39000 184.86
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 120 -7
TABULATION OF BIDS
CALL ORDER : 120 CONTRACT ID : IB-28951-A COUNTIES : HOWARD
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1374866 |( 3 ) 35-1057237
|CRIDER & CRIDER INC |PRIMCO INC |R L MCCOY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0101 808-75245 4007.000 LFT | 0.45000 1803.15| 0.45000 1803.15| 0.54000 2163.78
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0102 802-05701 53.300 LFT | 11.00000 586.30| 11.00000 586.30| 11.00000 586.30
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0103 802-05702 54.400 LFT | 7.00000 380.80| 7.00000 380.80| 7.00000 380.80
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0104 802-09838 22.500 SFT | 23.00000 517.50| 23.00000 517.50| 23.00000 517.50
SIGN, SHEET, WITH LEGEND 0.080 IN. | | |
THICKNESS | | |
0105 802-09840 24.000 SFT | 17.00000 408.00| 17.00000 408.00| 17.00000 408.00
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
SECTION TOTALS | $ 5,081,428.25| $ 5,128,510.82| $ 5,251,620.83
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 5,081,428.25| $ 5,128,510.82| $ 5,251,620.83
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 120 -8
TABULATION OF BIDS
CALL ORDER : 120 CONTRACT ID : IB-28951-A COUNTIES : HOWARD
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 90-0177865 |( 5 ) 34-0907180 |( 6 ) 38-2675420
|HIS CONSTRUCTORS LLC |E S WAGNER COMPANY |ANLAAN CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW BRIDGE
| | |
0001 105-06845 LUMP | 22539.70000 22539.70| 100000.00000 100000.00| 120000.00000 120000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 175.01000 175.01| 169.39000 169.39| 150.00000 150.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 12.000 MOS | 87.50000 1050.00| 75.00000 900.00| 100.00000 1200.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 226367.19000 226367.19| 272000.00000 272000.00| 200000.00000 200000.00
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 105057.60000 105057.60| 22960.15000 22960.15| 55000.00000 55000.00
CLEARING RIGHT OF WAY | | |
0011 202-03000 LUMP | 2200.00000 2200.00| 1.00000 1.00| 1000.00000 1000.00
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO. 27, 100 LFT. FARM FENCE | | |
0012 202-03000 LUMP | 2200.00000 2200.00| 1.00000 1.00| 1000.00000 1000.00
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO. 6, DRAIN PIPE | | |
0013 203-02000 1705.000 CYS | 42.00000 71610.00| 12.50000 21312.50| 12.00000 20460.00
EXCAVATION, COMMON | | |
0014 203-02070 62540.000 CYS | 4.70000 293938.00| 3.20000 200128.00| 5.75000 359605.00
BORROW | | |
0015 203-02100 103950.000 CYS | 7.40000 769230.00| 11.50000 1195425.00| 10.00000 1039500.00
EXCAVATION, PEAT | | |
0016 204-02290 11.000 EACH | 800.00000 8800.00| 1400.00000 15400.00| 750.00000 8250.00
SETTLEMENT PLATE | | |
0017 204-08415 11.000 EACH | 54.00000 594.00| 25.00000 275.00| 50.00000 550.00
STAKES, SETTLEMENT | | |
0018 205-02770 2905.000 SYS | 1.20000 3486.00| 1.04000 3021.20| 1.04000 3021.20
EROSION CONTROL BLANKET | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 120 -9
TABULATION OF BIDS
CALL ORDER : 120 CONTRACT ID : IB-28951-A COUNTIES : HOWARD
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 90-0177865 |( 5 ) 34-0907180 |( 6 ) 38-2675420
|HIS CONSTRUCTORS LLC |E S WAGNER COMPANY |ANLAAN CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 205-03371 300.000 CYS | 10.50000 3150.00| 7.59000 2277.00| 14.00000 4200.00
SEDIMENT, REMOVE | | |
0020 205-06930 36.000 TON | 27.00000 972.00| 22.30000 802.80| 40.00000 1440.00
SPLASHPAD, RIPRAP | | |
0021 205-06931 297.000 TON | 37.00000 10989.00| 34.92000 10371.24| 50.00000 14850.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0022 205-06934 41.000 TON | 328.00000 13448.00| 305.00000 12505.00| 305.00000 12505.00
TEMPORARY MULCHING | | |
0023 205-06936 233.000 TON | 26.00000 6058.00| 50.94000 11869.02| 38.00000 8854.00
TEMPORARY SEDIMENT TRAP | | |
0024 205-06937 1965.000 LFT | 1.50000 2947.50| 2.80000 5502.00| 1.42000 2790.30
TEMPORARY SILT FENCE | | |
0025 205-06938 392.000 LFT | 10.50000 4116.00| 15.06000 5903.52| 20.00000 7840.00
TEMPORARY SLOPE DRAIN | | |
0026 205-08517 84.000 TON | 26.00000 2184.00| 43.92000 3689.28| 58.00000 4872.00
ROCK FILTER BERM | | |
0027 205-09543 100.000 TON | 21.50000 2150.00| 26.41000 2641.00| 20.00000 2000.00
NO 2 STONE | | |
0028 207-08265 6588.000 SYS | 5.10000 33598.80| 5.11000 33664.68| 3.50000 23058.00
SUBGRADE TREATMENT, TYPE IIA | | |
0029 211-02050 103515.000 CYS | 20.00000 2070300.00| 18.00000 1863270.00| 16.20000 1676943.00
B BORROW | | |
0030 211-09264 1118.000 CYS | 23.70000 26496.60| 24.25000 27111.50| 30.00000 33540.00
STRUCTURE BACKFILL, TYPE 1 | | |
0031 211-09266 3200.000 CYS | 17.80000 56960.00| 32.00000 102400.00| 26.00000 83200.00
STRUCTURE BACKFILL, TYPE 3 | | |
0032 215-07043 6000.000 SYS | 5.80000 34800.00| 4.25000 25500.00| 4.70000 28200.00
CHEMICAL MODIFICATION, SOILS | | |
0033 301-07448 1958.000 TON | 14.60000 28586.80| 16.49000 32287.42| 13.62000 26667.96
COMPACTED AGGREGATE, NO. 53, BASE | | |
0034 302-07455 28.000 CYS | 110.00000 3080.00| 54.00000 1512.00| 50.00000 1400.00
DENSE GRADED SUBBASE | | |
0035 303-01180 564.000 TON | 19.40000 10941.60| 17.08000 9633.12| 18.00000 10152.00
COMPACTED AGGREGATE, NO. 53 | | |
0036 303-07449 75.000 TON | 27.10000 2032.50| 24.71000 1853.25| 25.10000 1882.50
COMPACTED AGGREGATE, NO. 73 | | |
0037 306-08043 200.000 SYS | 13.50000 2700.00| 12.50000 2500.00| 15.00000 3000.00
MILLING, TRANSITION | | |
0038 402-07432 490.000 TON | 66.80000 32732.00| 62.00000 30380.00| 62.00000 30380.00
HMA SURFACE, TYPE A | | |
0039 402-07435 797.000 TON | 54.00000 43038.00| 51.00000 40647.00| 51.00000 40647.00
HMA INTERMEDIATE, TYPE A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 120 -10
TABULATION OF BIDS
CALL ORDER : 120 CONTRACT ID : IB-28951-A COUNTIES : HOWARD
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 90-0177865 |( 5 ) 34-0907180 |( 6 ) 38-2675420
|HIS CONSTRUCTORS LLC |E S WAGNER COMPANY |ANLAAN CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 406-05520 1.500 TON | 270.00000 405.00| 250.00000 375.00| 250.00000 375.00
ASPHALT FOR TACK COAT | | |
0041 601-01522 4.000 EACH | 2150.00000 8600.00| 2250.00000 9000.00| 1997.00000 7988.00
GUARDRAIL TRANSITION TYPE TGB | | |
0042 601-94689 4.000 EACH | 2440.00000 9760.00| 5000.00000 20000.00| 2265.00000 9060.00
GUARDRAIL END TREATMENT, OS | | |
0043 601-99105 856.250 LFT | 16.80000 14385.00| 35.00000 29968.75| 15.60000 13357.50
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0044 602-06729 12.000 EACH | 18.20000 218.40| 15.00000 180.00| 6.00000 72.00
BARRIER DELINEATOR | | |
0045 609-06259 160.000 SYS | 96.00000 15360.00| 75.00000 12000.00| 75.00000 12000.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0046 615-06505 7.000 EACH | 720.00000 5040.00| 615.00000 4305.00| 670.00000 4690.00
MONUMENT, B | | |
0047 616-02320 17102.000 SYS | 1.00000 17102.00| 2.21000 37795.42| 1.75000 29928.50
GEOTEXTILES | | |
0048 616-06405 1104.000 TON | 23.70000 26164.80| 22.23000 24541.92| 23.00000 25392.00
RIPRAP, REVETMENT | | |
0049 616-06451 195.000 TON | 23.70000 4621.50| 22.30000 4348.50| 27.00000 5265.00
RIPRAP, UNIFORM | | |
0050 621-01004 4.000 EACH | 215.00000 860.00| 200.00000 800.00| 200.00000 800.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0051 621-03787 21.000 LBS | 88.00000 1848.00| 82.00000 1722.00| 82.00000 1722.00
SEED MIXTURE, D , MODIFIED | | |
0052 621-06545 2.000 TON | 860.00000 1720.00| 800.00000 1600.00| 800.00000 1600.00
FERTILIZER | | |
0053 621-06553 700.000 LBS | 4.00000 2800.00| 3.69000 2583.00| 3.69000 2583.00
SEED MIXTURE, R | | |
0054 621-06557 656.000 LBS | 3.40000 2230.40| 2.18000 1430.08| 2.18000 1430.08
SEED MIXTURE, T | | |
0055 621-06557 211.000 LBS | 6.90000 1455.90| 6.42000 1354.62| 6.42000 1354.62
SEED MIXTURE, T , MODIFIED | | |
0056 621-06565 9.000 TON | 350.00000 3150.00| 325.00000 2925.00| 350.00000 3150.00
MULCHING MATERIAL | | |
0057 621-06574 728.000 SYS | 4.00000 2912.00| 4.19000 3050.32| 3.80000 2766.40
SODDING | | |
0058 622-52436 10.000 EACH | 43.00000 430.00| 40.00000 400.00| 40.00000 400.00
SIGN, DO NOT MOW OR SPRAY | | |
0059 622-98200 10.000 EACH | 43.00000 430.00| 40.00000 400.00| 40.00000 400.00
SIGN, DO NOT DISTURB | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 120 -11
TABULATION OF BIDS
CALL ORDER : 120 CONTRACT ID : IB-28951-A COUNTIES : HOWARD
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 90-0177865 |( 5 ) 34-0907180 |( 6 ) 38-2675420
|HIS CONSTRUCTORS LLC |E S WAGNER COMPANY |ANLAAN CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 628-09402 12.000 MOS | 2060.00000 24720.00| 4000.00000 48000.00| 1500.00000 18000.00
FIELD OFFICE, B | | |
0061 628-09408 12.000 MOS | 303.00000 3636.00| 112.93000 1355.16| 150.00000 1800.00
MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | |
0062 628-09409 12.000 MOS | 233.00000 2796.00| 95.99000 1151.88| 100.00000 1200.00
MOBILE INTERNET SERVICE , 1 EACH | | |
0063 701-06011 2.000 EACH | 6740.00000 13480.00| 1000.00000 2000.00| 500.00000 1000.00
DYNAMIC PILE LOAD TEST | | |
0064 701-09557 200.000 LFT | 32.00000 6400.00| 34.50000 6900.00| 45.00000 9000.00
TEST PILE, DYNAMIC, PRODUCTION | | |
0065 701-09559 2.000 EACH | 1480.00000 2960.00| 960.00000 1920.00| 500.00000 1000.00
TEST PILE, DYNAMIC, RESTRIKE | | |
0066 701-09770 25.000 EACH | 141.00000 3525.00| 150.00000 3750.00| 150.00000 3750.00
PILE SHOE, HP 14 X 73 | | |
0067 701-93575 2157.000 LFT | 55.00000 118635.00| 32.50000 70102.50| 35.00000 75495.00
PILE, STEEL H, HP 14" X 73 | | |
0068 702-51005 83.400 CYS | 647.00000 53959.80| 500.00000 41700.00| 450.00000 37530.00
CONCRETE, A, SUBSTRUCTURE | | |
0069 703-06028 6096.000 LBS | 0.85000 5181.60| 0.73000 4450.08| 1.50000 9144.00
REINFORCING BARS | | |
0070 703-06029 81680.000 LBS | 0.90000 73512.00| 0.80000 65344.00| 1.50000 122520.00
REINFORCING BARS, EPOXY COATED | | |
0071 704-51002 234.600 CYS | 730.00000 171258.00| 420.00000 98532.00| 650.00000 152490.00
CONCRETE, C, SUPERSTRUCTURE | | |
0072 706-05732 4.000 EACH | 2020.00000 8080.00| 1300.00000 5200.00| 5000.00000 20000.00
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0073 706-51020 37.800 CYS | 540.00000 20412.00| 430.00000 16254.00| 750.00000 28350.00
CONCRETE, C, RAILING | | |
0074 707-08458 772.000 SFT | 235.00000 181420.00| 215.00000 165980.00| 350.00000 270200.00
STRUCTURAL MEMBERS , CONCRETE, BULB-T, | | |
42 IN. X 49 IN. | | |
0075 709-51821 LUMP | 4950.00000 4950.00| 4595.64000 4595.64| 4595.64000 4595.64
SURFACE SEAL | | |
0076 714-02544 8.000 EACH | 13400.00000 107200.00| 10000.00000 80000.00| 500.00000 4000.00
WINGWALL, PRECAST CONCRETE | | |
0077 714-06277 165.000 LFT | 910.00000 150150.00| 1500.00000 247500.00| 1500.00000 247500.00
CULVERT, PRECAST, REINFORCED CONCRETE | | |
BOX, 14' X 8' | | |
0078 714-07032 175.000 LFT | 800.00000 140000.00| 1200.00000 210000.00| 1700.00000 297500.00
CULVERT, PRECAST, REINFORCED CONCRETE | | |
BOX, 16' X 7' | | |
0079 715-05019 180.000 LFT | 54.00000 9720.00| 60.00000 10800.00| 62.00000 11160.00
PIPE, TYPE 1, CIRCULAR, 36 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 120 -12
TABULATION OF BIDS
CALL ORDER : 120 CONTRACT ID : IB-28951-A COUNTIES : HOWARD
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 90-0177865 |( 5 ) 34-0907180 |( 6 ) 38-2675420
|HIS CONSTRUCTORS LLC |E S WAGNER COMPANY |ANLAAN CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0080 715-05118 300.000 LFT | 27.00000 8100.00| 20.00000 6000.00| 24.00000 7200.00
PIPE, TYPE 1, CIRCULAR, 12 IN. | | |
0081 715-05125 52.000 LFT | 43.00000 2236.00| 47.75000 2483.00| 50.00000 2600.00
PIPE, TYPE 1, CIRCULAR, 30 IN. | | |
0082 715-05169 100.000 LFT | 27.00000 2700.00| 23.50000 2350.00| 27.00000 2700.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0083 715-05177 52.000 LFT | 54.00000 2808.00| 65.50000 3406.00| 65.00000 3380.00
PIPE, TYPE 3, CIRCULAR, 36 IN. | | |
0084 715-05443 10.000 LFT | 32.00000 320.00| 80.00000 800.00| 60.00000 600.00
PIPE, DRAINTILE TERMINAL SECTION, 12 IN | | |
0085 715-46000 1.000 EACH | 350.00000 350.00| 765.00000 765.00| 220.00000 220.00
PIPE END SECTION, 12 IN. | | |
0086 715-46005 5.000 EACH | 400.00000 2000.00| 385.00000 1925.00| 250.00000 1250.00
PIPE END SECTION, 15 IN. | | |
0087 715-46030 2.000 EACH | 730.00000 1460.00| 550.00000 1100.00| 500.00000 1000.00
PIPE END SECTION, 30 IN. | | |
0088 715-46040 4.000 EACH | 970.00000 3880.00| 585.00000 2340.00| 630.54000 2522.16
PIPE END SECTION, 36 IN. | | |
0089 720-45410 4.000 EACH | 1600.00000 6400.00| 1665.00000 6660.00| 1937.40000 7749.60
MANHOLE, C4 | | |
0090 731-93945 3280.000 SFT | 17.00000 55760.00| 18.00000 59040.00| 45.00000 147600.00
FACE PANELS, CONCRETE | | |
0091 731-93946 3280.000 SFT | 26.00000 85280.00| 4.50000 14760.00| 20.00000 65600.00
WALL ERECTION | | |
0092 731-93947 260.000 LFT | 22.00000 5720.00| 12.00000 3120.00| 20.00000 5200.00
LEVELING PAD, CONCRETE | | |
0093 801-04308 4.000 EACH | 490.00000 1960.00| 360.00000 1440.00| 460.00000 1840.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0094 801-06625 4.000 EACH | 190.00000 760.00| 110.00000 440.00| 95.00000 380.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0095 801-06640 11.000 EACH | 106.00000 1166.00| 160.00000 1760.00| 199.00000 2189.00
CONSTRUCTION SIGN, A | | |
0096 801-06775 LUMP | 49600.00000 49600.00| 10000.00000 10000.00| 20000.00000 20000.00
MAINTAINING TRAFFIC | | |
0097 801-07118 48.000 LFT | 25.50000 1224.00| 16.00000 768.00| 15.00000 720.00
BARRICADE, III-A | | |
0098 801-07119 48.000 LFT | 30.00000 1440.00| 17.75000 852.00| 16.00000 768.00
BARRICADE, III-B | | |
0099 808-06713 3227.000 LFT | 0.50000 1613.50| 1.00000 3227.00| 0.35000 1129.45
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0100 808-06714 474.000 LFT | 0.50000 237.00| 0.61000 289.14| 0.35000 165.90
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 120 -13
TABULATION OF BIDS
CALL ORDER : 120 CONTRACT ID : IB-28951-A COUNTIES : HOWARD
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 90-0177865 |( 5 ) 34-0907180 |( 6 ) 38-2675420
|HIS CONSTRUCTORS LLC |E S WAGNER COMPANY |ANLAAN CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0101 808-75245 4007.000 LFT | 0.60000 2404.20| 1.00000 4007.00| 0.45000 1803.15
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0102 802-05701 53.300 LFT | 12.00000 639.60| 20.00000 1066.00| 11.00000 586.30
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0103 802-05702 54.400 LFT | 7.50000 408.00| 50.00000 2720.00| 7.00000 380.80
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0104 802-09838 22.500 SFT | 24.00000 540.00| 25.00000 562.50| 23.00000 517.50
SIGN, SHEET, WITH LEGEND 0.080 IN. | | |
THICKNESS | | |
0105 802-09840 24.000 SFT | 18.00000 432.00| 25.00000 600.00| 17.00000 408.00
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
SECTION TOTALS | $ 5,359,460.00| $ 5,434,713.58| $ 5,547,241.56
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 5,359,460.00| $ 5,434,713.58| $ 5,547,241.56
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 120 -14
TABULATION OF BIDS
CALL ORDER : 120 CONTRACT ID : IB-28951-A COUNTIES : HOWARD
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-0997978 |( ) |( )
|PHEND & BROWN INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW BRIDGE
| | |
0001 105-06845 LUMP | 14000.00000 14000.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 389.00000 389.00| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 12.000 MOS | 167.00000 2004.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 315000.00000 315000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 46000.00000 46000.00| |
CLEARING RIGHT OF WAY | | |
0011 202-03000 LUMP | 1.00000 1.00| |
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO. 27, 100 LFT. FARM FENCE | | |
0012 202-03000 LUMP | 1.00000 1.00| |
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO. 6, DRAIN PIPE | | |
0013 203-02000 1705.000 CYS | 13.44000 22915.20| |
EXCAVATION, COMMON | | |
0014 203-02070 62540.000 CYS | 7.70000 481558.00| |
BORROW | | |
0015 203-02100 103950.000 CYS | 12.30000 1278585.00| |
EXCAVATION, PEAT | | |
0016 204-02290 11.000 EACH | 900.00000 9900.00| |
SETTLEMENT PLATE | | |
0017 204-08415 11.000 EACH | 50.00000 550.00| |
STAKES, SETTLEMENT | | |
0018 205-02770 2905.000 SYS | 1.04000 3021.20| |
EROSION CONTROL BLANKET | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 120 -15
TABULATION OF BIDS
CALL ORDER : 120 CONTRACT ID : IB-28951-A COUNTIES : HOWARD
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-0997978 |( ) |( )
|PHEND & BROWN INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 205-03371 300.000 CYS | 7.75000 2325.00| |
SEDIMENT, REMOVE | | |
0020 205-06930 36.000 TON | 85.00000 3060.00| |
SPLASHPAD, RIPRAP | | |
0021 205-06931 297.000 TON | 43.00000 12771.00| |
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0022 205-06934 41.000 TON | 305.00000 12505.00| |
TEMPORARY MULCHING | | |
0023 205-06936 233.000 TON | 43.00000 10019.00| |
TEMPORARY SEDIMENT TRAP | | |
0024 205-06937 1965.000 LFT | 1.42000 2790.30| |
TEMPORARY SILT FENCE | | |
0025 205-06938 392.000 LFT | 12.00000 4704.00| |
TEMPORARY SLOPE DRAIN | | |
0026 205-08517 84.000 TON | 53.00000 4452.00| |
ROCK FILTER BERM | | |
0027 205-09543 100.000 TON | 28.00000 2800.00| |
NO 2 STONE | | |
0028 207-08265 6588.000 SYS | 3.50000 23058.00| |
SUBGRADE TREATMENT, TYPE IIA | | |
0029 211-02050 103515.000 CYS | 23.10000 2391196.50| |
B BORROW | | |
0030 211-09264 1118.000 CYS | 20.30000 22695.40| |
STRUCTURE BACKFILL, TYPE 1 | | |
0031 211-09266 3200.000 CYS | 26.50000 84800.00| |
STRUCTURE BACKFILL, TYPE 3 | | |
0032 215-07043 6000.000 SYS | 4.70000 28200.00| |
CHEMICAL MODIFICATION, SOILS | | |
0033 301-07448 1958.000 TON | 17.00000 33286.00| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0034 302-07455 28.000 CYS | 35.00000 980.00| |
DENSE GRADED SUBBASE | | |
0035 303-01180 564.000 TON | 21.00000 11844.00| |
COMPACTED AGGREGATE, NO. 53 | | |
0036 303-07449 75.000 TON | 40.00000 3000.00| |
COMPACTED AGGREGATE, NO. 73 | | |
0037 306-08043 200.000 SYS | 7.00000 1400.00| |
MILLING, TRANSITION | | |
0038 402-07432 490.000 TON | 76.00000 37240.00| |
HMA SURFACE, TYPE A | | |
0039 402-07435 797.000 TON | 66.00000 52602.00| |
HMA INTERMEDIATE, TYPE A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 120 -16
TABULATION OF BIDS
CALL ORDER : 120 CONTRACT ID : IB-28951-A COUNTIES : HOWARD
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-0997978 |( ) |( )
|PHEND & BROWN INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 406-05520 1.500 TON | 1.00000 1.50| |
ASPHALT FOR TACK COAT | | |
0041 601-01522 4.000 EACH | 1997.00000 7988.00| |
GUARDRAIL TRANSITION TYPE TGB | | |
0042 601-94689 4.000 EACH | 3000.00000 12000.00| |
GUARDRAIL END TREATMENT, OS | | |
0043 601-99105 856.250 LFT | 15.60000 13357.50| |
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0044 602-06729 12.000 EACH | 30.00000 360.00| |
BARRIER DELINEATOR | | |
0045 609-06259 160.000 SYS | 88.00000 14080.00| |
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0046 615-06505 7.000 EACH | 670.00000 4690.00| |
MONUMENT, B | | |
0047 616-02320 17102.000 SYS | 2.20000 37624.40| |
GEOTEXTILES | | |
0048 616-06405 1104.000 TON | 30.00000 33120.00| |
RIPRAP, REVETMENT | | |
0049 616-06451 195.000 TON | 30.00000 5850.00| |
RIPRAP, UNIFORM | | |
0050 621-01004 4.000 EACH | 200.00000 800.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0051 621-03787 21.000 LBS | 82.00000 1722.00| |
SEED MIXTURE, D , MODIFIED | | |
0052 621-06545 2.000 TON | 800.00000 1600.00| |
FERTILIZER | | |
0053 621-06553 700.000 LBS | 3.69000 2583.00| |
SEED MIXTURE, R | | |
0054 621-06557 656.000 LBS | 2.18000 1430.08| |
SEED MIXTURE, T | | |
0055 621-06557 211.000 LBS | 6.42000 1354.62| |
SEED MIXTURE, T , MODIFIED | | |
0056 621-06565 9.000 TON | 325.00000 2925.00| |
MULCHING MATERIAL | | |
0057 621-06574 728.000 SYS | 3.80000 2766.40| |
SODDING | | |
0058 622-52436 10.000 EACH | 40.00000 400.00| |
SIGN, DO NOT MOW OR SPRAY | | |
0059 622-98200 10.000 EACH | 40.00000 400.00| |
SIGN, DO NOT DISTURB | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 120 -17
TABULATION OF BIDS
CALL ORDER : 120 CONTRACT ID : IB-28951-A COUNTIES : HOWARD
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-0997978 |( ) |( )
|PHEND & BROWN INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 628-09402 12.000 MOS | 2200.00000 26400.00| |
FIELD OFFICE, B | | |
0061 628-09408 12.000 MOS | 260.00000 3120.00| |
MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | |
0062 628-09409 12.000 MOS | 75.00000 900.00| |
MOBILE INTERNET SERVICE , 1 EACH | | |
0063 701-06011 2.000 EACH | 1800.00000 3600.00| |
DYNAMIC PILE LOAD TEST | | |
0064 701-09557 200.000 LFT | 35.00000 7000.00| |
TEST PILE, DYNAMIC, PRODUCTION | | |
0065 701-09559 2.000 EACH | 1400.00000 2800.00| |
TEST PILE, DYNAMIC, RESTRIKE | | |
0066 701-09770 25.000 EACH | 150.00000 3750.00| |
PILE SHOE, HP 14 X 73 | | |
0067 701-93575 2157.000 LFT | 65.00000 140205.00| |
PILE, STEEL H, HP 14" X 73 | | |
0068 702-51005 83.400 CYS | 500.00000 41700.00| |
CONCRETE, A, SUBSTRUCTURE | | |
0069 703-06028 6096.000 LBS | 0.95000 5791.20| |
REINFORCING BARS | | |
0070 703-06029 81680.000 LBS | 0.95000 77596.00| |
REINFORCING BARS, EPOXY COATED | | |
0071 704-51002 234.600 CYS | 550.00000 129030.00| |
CONCRETE, C, SUPERSTRUCTURE | | |
0072 706-05732 4.000 EACH | 1500.00000 6000.00| |
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0073 706-51020 37.800 CYS | 500.00000 18900.00| |
CONCRETE, C, RAILING | | |
0074 707-08458 772.000 SFT | 212.00000 163664.00| |
STRUCTURAL MEMBERS , CONCRETE, BULB-T, | | |
42 IN. X 49 IN. | | |
0075 709-51821 LUMP | 5270.00000 5270.00| |
SURFACE SEAL | | |
0076 714-02544 8.000 EACH | 10000.00000 80000.00| |
WINGWALL, PRECAST CONCRETE | | |
0077 714-06277 165.000 LFT | 1000.00000 165000.00| |
CULVERT, PRECAST, REINFORCED CONCRETE | | |
BOX, 14' X 8' | | |
0078 714-07032 175.000 LFT | 1050.00000 183750.00| |
CULVERT, PRECAST, REINFORCED CONCRETE | | |
BOX, 16' X 7' | | |
0079 715-05019 180.000 LFT | 70.00000 12600.00| |
PIPE, TYPE 1, CIRCULAR, 36 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 120 -18
TABULATION OF BIDS
CALL ORDER : 120 CONTRACT ID : IB-28951-A COUNTIES : HOWARD
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-0997978 |( ) |( )
|PHEND & BROWN INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0080 715-05118 300.000 LFT | 24.00000 7200.00| |
PIPE, TYPE 1, CIRCULAR, 12 IN. | | |
0081 715-05125 52.000 LFT | 60.00000 3120.00| |
PIPE, TYPE 1, CIRCULAR, 30 IN. | | |
0082 715-05169 100.000 LFT | 25.00000 2500.00| |
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0083 715-05177 52.000 LFT | 70.00000 3640.00| |
PIPE, TYPE 3, CIRCULAR, 36 IN. | | |
0084 715-05443 10.000 LFT | 50.00000 500.00| |
PIPE, DRAINTILE TERMINAL SECTION, 12 IN | | |
0085 715-46000 1.000 EACH | 190.00000 190.00| |
PIPE END SECTION, 12 IN. | | |
0086 715-46005 5.000 EACH | 300.00000 1500.00| |
PIPE END SECTION, 15 IN. | | |
0087 715-46030 2.000 EACH | 700.00000 1400.00| |
PIPE END SECTION, 30 IN. | | |
0088 715-46040 4.000 EACH | 1200.00000 4800.00| |
PIPE END SECTION, 36 IN. | | |
0089 720-45410 4.000 EACH | 1900.00000 7600.00| |
MANHOLE, C4 | | |
0090 731-93945 3280.000 SFT | 20.00000 65600.00| |
FACE PANELS, CONCRETE | | |
0091 731-93946 3280.000 SFT | 10.00000 32800.00| |
WALL ERECTION | | |
0092 731-93947 260.000 LFT | 75.00000 19500.00| |
LEVELING PAD, CONCRETE | | |
0093 801-04308 4.000 EACH | 460.00000 1840.00| |
ROAD CLOSURE SIGN ASSEMBLY | | |
0094 801-06625 4.000 EACH | 95.00000 380.00| |
DETOUR ROUTE MARKER ASSEMBLY | | |
0095 801-06640 11.000 EACH | 199.00000 2189.00| |
CONSTRUCTION SIGN, A | | |
0096 801-06775 LUMP | 5000.00000 5000.00| |
MAINTAINING TRAFFIC | | |
0097 801-07118 48.000 LFT | 15.00000 720.00| |
BARRICADE, III-A | | |
0098 801-07119 48.000 LFT | 16.00000 768.00| |
BARRICADE, III-B | | |
0099 808-06713 3227.000 LFT | 0.35000 1129.45| |
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0100 808-06714 474.000 LFT | 0.35000 165.90| |
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 120 -19
TABULATION OF BIDS
CALL ORDER : 120 CONTRACT ID : IB-28951-A COUNTIES : HOWARD
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-0997978 |( ) |( )
|PHEND & BROWN INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0101 808-75245 4007.000 LFT | 0.45000 1803.15| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0102 802-05701 53.300 LFT | 13.00000 692.90| |
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0103 802-05702 54.400 LFT | 14.50000 788.80| |
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0104 802-09838 22.500 SFT | 32.00000 720.00| |
SIGN, SHEET, WITH LEGEND 0.080 IN. | | |
THICKNESS | | |
0105 802-09840 24.000 SFT | 33.00000 792.00| |
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
SECTION TOTALS | $ 6,309,125.50| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 6,309,125.50| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 130 -1
VENDOR RANKING
CALL ORDER : 130 CONTRACT ID : IB-32995-A COUNTIES : GREENE
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT
DESCRIPTION : NEW BRIDGE CONSTRUCTION COMPLETION DATE : 08/14/11
LOCATION : ON CR 1200N OVER I-69, ON CR 100W OVER I-69 AND ON CR 700E PROJECT(S) : 0901969
OVER I-69 0901970
0901971
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1385672 FORCE CONSTRUCTION CO INC $ 4,474,000.00 100.0000%
2 36-2231526 WALSH CONSTR COMPANY $ 5,041,520.56 112.6849%
3 35-1878024 RAGLE INC $ 5,113,613.00 114.2962%
4 35-2124363 F A WILHELM CONSTRUCTION CO INC & SUBSIDARIES $ 5,390,000.00 120.4738%
5 35-1128289 BEATY CONSTRUCTION INC $ 5,761,159.00 128.7698%
6 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 5,896,029.55 131.7843%
7 35-1618530 AMERICAN CONTRACTING & SERVICES $ 5,964,008.00 133.3037%
8 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 6,146,000.00 137.3715%
9 35-1111003 WHITE CONSTRUCTION INC $ 6,162,926.00 137.7498%
10 35-1801998 CLR INC $ 6,347,898.00 141.8842%
11 35-1917625 MILESTONE CONTRACTORS LP $ 6,672,043.00 149.1293%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 130 -2
TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : IB-32995-A COUNTIES : GREENE
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1385672 |( 2 ) 36-2231526 |( 3 ) 35-1878024
|FORCE CONSTRUCTION CO INC |WALSH CONSTR COMPANY |RAGLE INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW BRIDGE CONSTRUCTION
| | |
0001 104-05404 LUMP | 1684436.01000 1684436.01| 1963737.81000 1963737.81| 2085500.00000 2085500.00
DESIGN/BUILD , BRIDGE NO 1 | | |
0002 104-05404 LUMP | 1121412.25000 1121412.25| 1224574.56000 1224574.56| 1245500.00000 1245500.00
DESIGN/BUILD , BRIDGE NO 2 | | |
0003 104-05404 LUMP | 1628030.67000 1628030.67| 1782550.19000 1782550.19| 1745500.00000 1745500.00
DESIGN/BUILD , BRIDGE NO 3 | | |
0004 105-08520 2.000 EACH | 274.64000 549.28| 150.00000 300.00| 125.00000 250.00
CELLULAR TELEPHONE/RADIO | | |
0005 105-08521 42.000 MOS | 104.36000 4383.12| 100.00000 4200.00| 80.00000 3360.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0009 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0010 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0011 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0012 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0013 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0016 628-09403 21.000 MOS | 1483.02000 31143.42| 3000.00000 63000.00| 1500.00000 31500.00
FIELD OFFICE, C | | |
0017 628-09407 21.000 MOS | 192.25000 4037.25| 150.00000 3150.00| 95.00000 1995.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
SECTION TOTALS | $ 4,474,000.00| $ 5,041,520.56| $ 5,113,613.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 4,474,000.00| $ 5,041,520.56| $ 5,113,613.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 130 -3
TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : IB-32995-A COUNTIES : GREENE
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-2124363 |( 5 ) 35-1128289 |( 6 ) 05-0558668
|F A WILHELM CONSTRUCTION CO |BEATY CONSTRUCTION INC |WEDDLE BROTHERS HIGHWAY GROUP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW BRIDGE CONSTRUCTION
| | |
0001 104-05404 LUMP | 2052185.00000 2052185.00| 2375694.00000 2375694.00| 2330219.57000 2330219.57
DESIGN/BUILD , BRIDGE NO 1 | | |
0002 104-05404 LUMP | 1291798.00000 1291798.00| 1418201.00000 1418201.00| 1477443.98000 1477443.98
DESIGN/BUILD , BRIDGE NO 2 | | |
0003 104-05404 LUMP | 2010439.00000 2010439.00| 1916116.00000 1916116.00| 2011319.91000 2011319.91
DESIGN/BUILD , BRIDGE NO 3 | | |
0004 105-08520 2.000 EACH | 250.00000 500.00| 160.00000 320.00| 156.14000 312.28
CELLULAR TELEPHONE/RADIO | | |
0005 105-08521 42.000 MOS | 100.00000 4200.00| 60.00000 2520.00| 156.14000 6557.88
CELLULAR TELEPHONE/RADIO SERVICE | | |
0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0009 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0010 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0011 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0012 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0013 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0016 628-09403 21.000 MOS | 1270.00000 26670.00| 2000.00000 42000.00| 3138.35000 65905.35
FIELD OFFICE, C | | |
0017 628-09407 21.000 MOS | 200.00000 4200.00| 300.00000 6300.00| 202.98000 4262.58
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
SECTION TOTALS | $ 5,390,000.00| $ 5,761,159.00| $ 5,896,029.55
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 5,390,000.00| $ 5,761,159.00| $ 5,896,029.55
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 130 -4
TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : IB-32995-A COUNTIES : GREENE
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 7 ) 35-1618530 |( 8 ) 35-2040801 |( 9 ) 35-1111003
|AMERICAN CONTRACTING & SERVI |GOHMANN ASPHALT & CONSTR INC |WHITE CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW BRIDGE CONSTRUCTION
| | |
0001 104-05404 LUMP | 2900000.00000 2900000.00| 2505000.00000 2505000.00| 2550765.00000 2550765.00
DESIGN/BUILD , BRIDGE NO 1 | | |
0002 104-05404 LUMP | 1200000.00000 1200000.00| 1435000.00000 1435000.00| 1639417.00000 1639417.00
DESIGN/BUILD , BRIDGE NO 2 | | |
0003 104-05404 LUMP | 1790000.00000 1790000.00| 2135032.00000 2135032.00| 1928738.00000 1928738.00
DESIGN/BUILD , BRIDGE NO 3 | | |
0004 105-08520 2.000 EACH | 250.00000 500.00| 200.00000 400.00| 348.00000 696.00
CELLULAR TELEPHONE/RADIO | | |
0005 105-08521 42.000 MOS | 100.00000 4200.00| 80.00000 3360.00| 82.00000 3444.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0009 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0010 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0011 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0012 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0013 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0016 628-09403 21.000 MOS | 3000.00000 63000.00| 3000.00000 63000.00| 1520.00000 31920.00
FIELD OFFICE, C | | |
0017 628-09407 21.000 MOS | 300.00000 6300.00| 200.00000 4200.00| 378.00000 7938.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
SECTION TOTALS | $ 5,964,008.00| $ 6,146,000.00| $ 6,162,926.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 5,964,008.00| $ 6,146,000.00| $ 6,162,926.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 130 -5
TABULATION OF BIDS
CALL ORDER : 130 CONTRACT ID : IB-32995-A COUNTIES : GREENE
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 10 ) 35-1801998 |( 11 ) 35-1917625 |( )
|CLR INC |MILESTONE CONTRACTORS LP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW BRIDGE CONSTRUCTION
| | |
0001 104-05404 LUMP | 2616500.00000 2616500.00| 1898000.00000 1898000.00|
DESIGN/BUILD , BRIDGE NO 1 | | |
0002 104-05404 LUMP | 1630000.00000 1630000.00| 1584000.00000 1584000.00|
DESIGN/BUILD , BRIDGE NO 2 | | |
0003 104-05404 LUMP | 2053000.00000 2053000.00| 3130000.00000 3130000.00|
DESIGN/BUILD , BRIDGE NO 3 | | |
0004 105-08520 2.000 EACH | 150.00000 300.00| 250.00000 500.00|
CELLULAR TELEPHONE/RADIO | | |
0005 105-08521 42.000 MOS | 60.00000 2520.00| 80.00000 3360.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0009 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0010 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0011 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0012 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PROJECT ESTIMATE ADJUSTMENT | | |
0013 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0016 628-09403 21.000 MOS | 2000.00000 42000.00| 2500.00000 52500.00|
FIELD OFFICE, C | | |
0017 628-09407 21.000 MOS | 170.00000 3570.00| 175.00000 3675.00|
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
SECTION TOTALS | $ 6,347,898.00| $ 6,672,043.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 6,347,898.00| $ 6,672,043.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 170 -1
VENDOR RANKING
CALL ORDER : 170 CONTRACT ID : IR-30161-A COUNTIES : ALLEN
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
DESCRIPTION : NEW ROAD CONSTRUCTION COMPLETION DATE : 10/11/11
LOCATION : ON US 24 FROM 0.5 MILE EAST OF RYAN/BRUICK ROAD TO 0.5 MILE PROJECT(S) : 0300309
WEST OF WEBSTER ROAD 0300310
0710565
OTHERS
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1139301 E & B PAVING INC $ 12,387,412.33 100.0000%
2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 13,338,953.77 107.6815%
3 35-1875662 CRIDER & CRIDER INC $ 13,502,341.66 109.0005%
4 34-0907180 E S WAGNER COMPANY $ 13,643,396.87 110.1392%
5 34-4456871 MILLER BROS. CONSTRUCTION INC $ 14,547,925.39 117.4412%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 170 -2
TABULATION OF BIDS
CALL ORDER : 170 CONTRACT ID : IR-30161-A COUNTIES : ALLEN
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1875662
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW ROAD CONSTRUCTION
| | |
0001 105-06845 LUMP | 20000.00000 20000.00| 100000.00000 100000.00| 400000.00000 400000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 5.000 EACH | 1.00000 5.00| 82.00000 410.00| 250.00000 1250.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 130.000 MOS | 10.00000 1300.00| 37.00000 4810.00| 50.00000 6500.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0011 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0012 110-01001 LUMP | 619000.00000 619000.00| 628000.00000 628000.00| 675000.00000 675000.00
MOBILIZATION AND DEMOBILIZATION | | |
0013 113-01614 LUMP | 12350.00000 12350.00| 15000.00000 15000.00| 15000.00000 15000.00
PARTNERING OVERHEAD | | |
0014 201-52370 LUMP | 185000.00000 185000.00| 25000.00000 25000.00| 200000.00000 200000.00
CLEARING RIGHT OF WAY | | |
0015 202-01000 LUMP | 1250.00000 1250.00| 1000.00000 1000.00| 1000.00000 1000.00
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |
PARCEL 3SA | | |
0016 202-01000 LUMP | 3500.00000 3500.00| 500.00000 500.00| 1000.00000 1000.00
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |
PARCEL 8 | | |
0017 202-03000 LUMP | 7300.00000 7300.00| 19050.00000 19050.00| 15000.00000 15000.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 1 | | |
0018 202-03000 LUMP | 9750.00000 9750.00| 15050.00000 15050.00| 15000.00000 15000.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 170 -3
TABULATION OF BIDS
CALL ORDER : 170 CONTRACT ID : IR-30161-A COUNTIES : ALLEN
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1875662
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 202-03000 LUMP | 11400.00000 11400.00| 14850.00000 14850.00| 15000.00000 15000.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 7 | | |
0020 202-03135 270.000 SFT | 6.00000 1620.00| 6.00000 1620.00| 7.05000 1903.50
REGULATED ASBESTOS CONTAINING MATERIALS | | |
REMOVE | | |
0021 202-05823 2.000 EACH | 2500.00000 5000.00| 2450.00000 4900.00| 2500.00000 5000.00
UNDERGROUND STORAGE TANK, REMOVE AND | | |
DISPOSE, UNDER 3000 GAL LONS CAPACITY | | |
0022 202-06578 20.000 CYS | 20.00000 400.00| 45.00000 900.00| 30.00000 600.00
CONTAMINATED SOIL, TRANSPORT | | |
0023 202-06579 20.000 CYS | 55.00000 1100.00| 45.00000 900.00| 75.00000 1500.00
CONTAMINATED SOIL, DISPOSE | | |
0024 202-06580 20.000 CYS | 5.00000 100.00| 35.00000 700.00| 69.00000 1380.00
CONTAMINATED SOIL, REMOVE | | |
0025 202-07554 10.000 CYS | 9.00000 90.00| 9.00000 90.00| 30.00000 300.00
REGULATED MATERIALS, TRANSPORT, TYPE Y | | |
0026 202-07555 10.000 CYS | 50.00000 500.00| 50.00000 500.00| 75.00000 750.00
REGULATED MATERIALS, DISPOSE, TYPE Y | | |
0027 202-96133 105.000 LFT | 10.00000 1050.00| 30.00000 3150.00| 25.00000 2625.00
PIPE, REMOVE | | |
0028 203-02000 194609.000 CYS | 4.45000 866010.05| 4.00000 778436.00| 5.00000 973045.00
EXCAVATION, COMMON | | |
0029 203-02070 705313.000 CYS | 1.50000 1057969.50| 3.10000 2186470.30| 2.50000 1763282.50
BORROW | | |
0030 203-51223 200.000 CYS | 7.50000 1500.00| 19.00000 3800.00| 19.00000 3800.00
EXCAVATION, WATERWAY | | |
0031 205-02770 390.000 SYS | 1.25000 487.50| 1.25000 487.50| 2.26000 881.40
EROSION CONTROL BLANKET | | |
0032 205-06930 75.400 TON | 47.00000 3543.80| 47.00000 3543.80| 20.00000 1508.00
SPLASHPAD, RIPRAP | | |
0033 205-06931 731.500 TON | 55.00000 40232.50| 55.00000 40232.50| 20.00000 14630.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0034 205-06933 8.000 EACH | 200.00000 1600.00| 200.00000 1600.00| 90.00000 720.00
TEMPORARY DITCH INLET PROTECTION | | |
0035 205-06934 140.000 TON | 10.00000 1400.00| 10.00000 1400.00| 320.00000 44800.00
TEMPORARY MULCHING | | |
0036 205-06936 445.500 TON | 40.00000 17820.00| 40.00000 17820.00| 25.00000 11137.50
TEMPORARY SEDIMENT TRAP | | |
0037 205-06937 5908.000 LFT | 2.00000 11816.00| 2.00000 11816.00| 1.30000 7680.40
TEMPORARY SILT FENCE | | |
0038 205-06938 1425.000 LFT | 16.00000 22800.00| 16.00000 22800.00| 10.00000 14250.00
TEMPORARY SLOPE DRAIN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 170 -4
TABULATION OF BIDS
CALL ORDER : 170 CONTRACT ID : IR-30161-A COUNTIES : ALLEN
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1875662
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 206-51230 269.000 CYS | 33.00000 8877.00| 40.00000 10760.00| 40.00000 10760.00
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0040 211-02050 2175.000 CYS | 12.00000 26100.00| 20.50000 44587.50| 20.50000 44587.50
B BORROW | | |
0041 211-09264 2108.300 CYS | 12.00000 25299.60| 30.00000 63249.00| 25.00000 52707.50
STRUCTURE BACKFILL, TYPE 1 | | |
0042 211-09266 3687.000 CYS | 12.00000 44244.00| 25.00000 92175.00| 21.25000 78348.75
STRUCTURE BACKFILL, TYPE 3 | | |
0043 211-09267 23.000 CYS | 130.00000 2990.00| 130.00000 2990.00| 130.00000 2990.00
STRUCTURE BACKFILL, TYPE 4 | | |
0044 215-07043 166071.000 SYS | 2.00000 332142.00| 5.00000 830355.00| 6.00000 996426.00
CHEMICAL MODIFICATION, SOILS , LIME | | |
STABILIZATION | | |
0045 301-07448 14672.000 TON | 13.00000 190736.00| 1.00000 14672.00| 1.00000 14672.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0046 302-07455 149.000 CYS | 50.00000 7450.00| 60.00000 8940.00| 60.00000 8940.00
DENSE GRADED SUBBASE | | |
0047 303-01180 26687.000 TON | 13.00000 346931.00| 1.00000 26687.00| 1.00000 26687.00
COMPACTED AGGREGATE, NO. 53 | | |
0048 303-07449 17.000 TON | 33.00000 561.00| 20.00000 340.00| 30.00000 510.00
COMPACTED AGGREGATE, NO. 73 | | |
0049 401-06264 LUMP | 4000.00000 4000.00| 10000.00000 10000.00| 10000.00000 10000.00
PROFILOGRAPH, HMA | | |
0050 401-07320 1724.000 TON | 90.00000 155160.00| 60.00000 103440.00| 60.00000 103440.00
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
0051 401-07328 1939.000 TON | 90.00000 174510.00| 60.00000 116340.00| 60.00000 116340.00
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0052 401-07335 6891.000 TON | 90.00000 620190.00| 60.00000 413460.00| 60.00000 413460.00
QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | |
0053 401-07398 3231.000 TON | 50.00000 161550.00| 50.00000 161550.00| 50.00000 161550.00
QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | |
0054 401-07404 11486.000 TON | 50.00000 574300.00| 50.00000 574300.00| 50.00000 574300.00
QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 m | | |
0055 401-07406 6372.000 TON | 48.00000 305856.00| 50.00000 318600.00| 50.00000 318600.00
QC/QA-HMA, 1, 64, BASE, 25.0 mm | | |
0056 401-07409 16080.000 TON | 48.00000 771840.00| 25.00000 402000.00| 35.00000 562800.00
QC/QA-HMA, 4, 64, BASE, 25.0 mm | | |
0057 401-07424 9786.000 TON | 45.00000 440370.00| 25.00000 244650.00| 35.00000 342510.00
QC/QA-HMA, 3, 64, BASE, 19.0 mm | | |
0058 401-07429 13379.000 TON | 48.00000 642192.00| 60.00000 802740.00| 60.00000 802740.00
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 170 -5
TABULATION OF BIDS
CALL ORDER : 170 CONTRACT ID : IR-30161-A COUNTIES : ALLEN
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1875662
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0059 401-08364 13783.000 TON | 48.00000 661584.00| 45.00000 620235.00| 45.00000 620235.00
QC/QA-HMA, 4, 64, BASE, 19.0 MM | | |
0060 402-07432 508.000 TON | 50.00000 25400.00| 50.00000 25400.00| 50.00000 25400.00
HMA SURFACE, TYPE A | | |
0061 402-07433 683.000 TON | 66.00000 45078.00| 53.00000 36199.00| 53.00000 36199.00
HMA SURFACE, TYPE B | | |
0062 402-07435 309.000 TON | 50.00000 15450.00| 45.00000 13905.00| 45.00000 13905.00
HMA INTERMEDIATE, TYPE A | | |
0063 402-07438 1138.000 TON | 50.00000 56900.00| 45.00000 51210.00| 45.00000 51210.00
HMA INTERMEDIATE, TYPE B | | |
0064 402-07440 972.000 TON | 50.00000 48600.00| 30.00000 29160.00| 35.00000 34020.00
HMA BASE, TYPE A | | |
0065 402-07441 3641.000 TON | 50.00000 182050.00| 40.00000 145640.00| 40.00000 145640.00
HMA BASE, TYPE B | | |
0066 406-05520 119.400 TON | 500.00000 59700.00| 1.00000 119.40| 1.00000 119.40
ASPHALT FOR TACK COAT | | |
0067 601-01522 8.000 EACH | 1800.00000 14400.00| 1795.00000 14360.00| 1800.00000 14400.00
GUARDRAIL TRANSITION TYPE TGB | | |
0068 601-06233 2.000 EACH | 8000.00000 16000.00| 8175.00000 16350.00| 8000.00000 16000.00
IMPACT ATTENUATOR, ED, W1, TL-3 | | |
0069 601-94689 6.000 EACH | 2600.00000 15600.00| 2480.00000 14880.00| 2600.00000 15600.00
GUARDRAIL END TREATMENT, OS | | |
0070 601-94690 2.000 EACH | 3500.00000 7000.00| 3555.00000 7110.00| 3500.00000 7000.00
GUARDRAIL END TREATMENT, MS | | |
0071 601-99105 1031.250 LFT | 18.00000 18562.50| 15.80000 16293.75| 18.00000 18562.50
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0072 601-99108 447.500 LFT | 25.00000 11187.50| 25.20000 11277.00| 24.00000 10740.00
GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | |
3 IN. SPACING | | |
0073 602-06729 24.000 EACH | 12.00000 288.00| 25.00000 600.00| 15.00000 360.00
BARRIER DELINEATOR | | |
0074 603-06040 22436.000 LFT | 4.90000 109936.40| 5.00000 112180.00| 4.90000 109936.40
FENCE, FARM FIELD, 47 IN. | | |
0075 605-06095 50.000 LFT | 50.00000 2500.00| 32.00000 1600.00| 35.00000 1750.00
CURB, INTEGRAL, B, CONCRETE | | |
0076 606-07484 46414.000 LFT | 0.13000 6033.82| 0.01000 464.14| 0.19000 8818.66
MILLED HMA SHOULDER CORRUGATIONS | | |
0077 609-06259 444.000 SYS | 62.00000 27528.00| 68.00000 30192.00| 68.00000 30192.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0078 609-08229 473.200 SYS | 69.00000 32650.80| 69.00000 32650.80| 69.00000 32650.80
REINFORCED CONCRETE BRIDGE APPROACH | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 170 -6
TABULATION OF BIDS
CALL ORDER : 170 CONTRACT ID : IR-30161-A COUNTIES : ALLEN
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1875662
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0079 611-06497 2.000 EACH | 130.00000 260.00| 130.00000 260.00| 130.00000 260.00
MAILBOX ASSEMBLY, SINGLE | | |
0080 615-06490 15.000 EACH | 140.00000 2100.00| 140.00000 2100.00| 140.00000 2100.00
RIGHT OF WAY MARKER | | |
0081 615-06505 31.000 EACH | 550.00000 17050.00| 550.00000 17050.00| 550.00000 17050.00
MONUMENT, B | | |
0082 615-06510 8.000 EACH | 350.00000 2800.00| 350.00000 2800.00| 350.00000 2800.00
MONUMENT, C | | |
0083 615-06527 1.000 EACH | 400.00000 400.00| 400.00000 400.00| 400.00000 400.00
MONUMENT, SECTION CORNER | | |
0084 616-02320 1739.000 SYS | 1.75000 3043.25| 1.75000 3043.25| 2.50000 4347.50
GEOTEXTILES | | |
0085 616-05688 968.000 TON | 40.00000 38720.00| 40.00000 38720.00| 40.00000 38720.00
RIPRAP, CLASS 1 | | |
0086 616-06405 385.000 TON | 30.00000 11550.00| 30.00000 11550.00| 25.00000 9625.00
RIPRAP, REVETMENT | | |
0087 621-01004 8.000 EACH | 400.00000 3200.00| 400.00000 3200.00| 550.00000 4400.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0088 621-02770 3242.000 SYS | 1.20000 3890.40| 1.20000 3890.40| 1.35000 4376.70
EROSION CONTROL BLANKET | | |
0089 621-04258 337.000 LBS | 30.00000 10110.00| 30.00000 10110.00| 50.00000 16850.00
SEED MIXTURE , FOREST WETLAND | | |
0090 621-06545 24.700 TON | 685.00000 16919.50| 685.00000 16919.50| 831.00000 20525.70
FERTILIZER | | |
0091 621-06553 10491.000 LBS | 2.70000 28325.70| 2.70000 28325.70| 2.31000 24234.21
SEED MIXTURE, R | | |
0092 621-06557 5500.000 LBS | 0.90000 4950.00| 0.90000 4950.00| 1.86000 10230.00
SEED MIXTURE, T | | |
0093 621-06565 213.400 TON | 320.00000 68288.00| 320.00000 68288.00| 291.00000 62099.40
MULCHING MATERIAL | | |
0094 621-06567 1618.000 kGAL | 2.00000 3236.00| 2.00000 3236.00| 1.00000 1618.00
WATER | | |
0095 621-06574 33233.000 SYS | 2.80000 93052.40| 2.80000 93052.40| 2.55000 84744.15
SODDING | | |
0096 621-08161 1600.000 SYS | 4.50000 7200.00| 4.50000 7200.00| 6.64000 10624.00
PERMANENT TURF REINFORCEMENT MAT | | |
0097 621-09398 102.000 LBS | 21.50000 2193.00| 21.50000 2193.00| 42.00000 4284.00
SEED MIXTURE, SLOPE STABILIZATION | | |
0098 621-09399 707.000 LBS | 52.00000 36764.00| 52.00000 36764.00| 73.00000 51611.00
SEED MIXTURE, WET MESIC | | |
0099 621-09400 475.000 LBS | 43.00000 20425.00| 43.00000 20425.00| 79.00000 37525.00
SEED MIXTURE, SEDGE MEADOW | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 170 -7
TABULATION OF BIDS
CALL ORDER : 170 CONTRACT ID : IR-30161-A COUNTIES : ALLEN
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1875662
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0100 622-52436 8.000 EACH | 75.00000 600.00| 75.00000 600.00| 40.00000 320.00
SIGN, DO NOT MOW OR SPRAY | | |
0101 622-91786 4380.000 EACH | 2.00000 8760.00| 5.00000 21900.00| 3.85000 16863.00
SEEDLING | | |
0102 628-09403 26.000 MOS | 1000.00000 26000.00| 1720.00000 44720.00| 1500.00000 39000.00
FIELD OFFICE, C | | |
0103 628-09407 78.000 MOS | 50.00000 3900.00| 1.00000 78.00| 100.00000 7800.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 3 EACH | | |
0104 701-06011 4.000 EACH | 2000.00000 8000.00| 2100.00000 8400.00| 2100.00000 8400.00
DYNAMIC PILE LOAD TEST | | |
0105 701-06012 4.000 EACH | 1500.00000 6000.00| 1050.00000 4200.00| 1050.00000 4200.00
TEST PILE, RESTRIKE | | |
0106 701-06027 4.000 EACH | 220.00000 880.00| 250.00000 1000.00| 250.00000 1000.00
TEST PILE | | |
0107 701-09558 233.000 LFT | 40.00000 9320.00| 50.00000 11650.00| 50.00000 11650.00
TEST PILE, INDICATOR, PRODUCTION | | |
0108 701-09560 3.000 EACH | 1200.00000 3600.00| 1050.00000 3150.00| 1050.00000 3150.00
TEST PILE, INDICATOR, RESTRIKE | | |
0109 701-51195 4059.000 LFT | 35.00000 142065.00| 33.00000 133947.00| 33.00000 133947.00
PILE, STEEL H, HP 12" X 53 | | |
0110 701-91792 90.000 EACH | 110.00000 9900.00| 125.00000 11250.00| 125.00000 11250.00
PILE TIP, STEEL H | | |
0111 701-97874 420.000 LFT | 150.00000 63000.00| 130.00000 54600.00| 130.00000 54600.00
PILE, STEEL H, REINFORCED CONCRETE | | |
ENCASED, HP 12" X 53 | | |
0112 702-51010 8.400 CYS | 1300.00000 10920.00| 1400.00000 11760.00| 1400.00000 11760.00
CONCRETE, B, ABOVE FOOTINGS | | |
0113 702-51015 36.000 CYS | 500.00000 18000.00| 485.00000 17460.00| 485.00000 17460.00
CONCRETE, B, FOOTINGS | | |
0114 702-51863 192.000 EACH | 11.00000 2112.00| 10.00000 1920.00| 10.00000 1920.00
FIELD DRILLED HOLE IN CONCRETE | | |
0115 702-92857 229.000 CYS | 500.00000 114500.00| 485.00000 111065.00| 485.00000 111065.00
CONCRETE, C, SUBSTRUCTURE | | |
0116 703-01540 192.000 EACH | 15.00000 2880.00| 15.00000 2880.00| 15.00000 2880.00
THREADED TIE BAR ASSEMBLY | | |
0117 703-06028 72811.000 LBS | 0.66000 48055.26| 0.66000 48055.26| 0.66000 48055.26
REINFORCING BARS | | |
0118 703-06029 216118.000 LBS | 0.60000 129670.80| 0.66000 142637.88| 0.71000 153443.78
REINFORCING BARS, EPOXY COATED | | |
0119 704-51002 788.800 CYS | 500.00000 394400.00| 500.00000 394400.00| 500.00000 394400.00
CONCRETE, C, SUPERSTRUCTURE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 170 -8
TABULATION OF BIDS
CALL ORDER : 170 CONTRACT ID : IR-30161-A COUNTIES : ALLEN
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1875662
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0120 706-05732 4.000 EACH | 1200.00000 4800.00| 1150.00000 4600.00| 1150.00000 4600.00
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0121 706-05734 8.000 EACH | 1250.00000 10000.00| 1250.00000 10000.00| 1250.00000 10000.00
CONCRETE BRIDGE RAILING TRANSITION, TBT | | |
0122 706-51020 78.400 CYS | 390.00000 30576.00| 400.00000 31360.00| 400.00000 31360.00
CONCRETE, C, RAILING | | |
0123 707-08643 1203.000 LFT | 252.00000 303156.00| 260.00000 312780.00| 260.00000 312780.00
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 60 IN. X 48 IN. | | |
0124 709-51821 LUMP | 6000.00000 6000.00| 6800.00000 6800.00| 6800.00000 6800.00
SURFACE SEAL , STR NO 24-02-09089 | | |
0125 709-51821 LUMP | 6000.00000 6000.00| 6800.00000 6800.00| 6800.00000 6800.00
SURFACE SEAL , STR NO 24-02-09225 | | |
0126 715-05019 395.000 LFT | 55.00000 21725.00| 55.00000 21725.00| 45.00000 17775.00
PIPE, TYPE 1, CIRCULAR, 36 IN. | | |
0127 715-05028 420.000 LFT | 25.00000 10500.00| 25.00000 10500.00| 20.00000 8400.00
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0128 715-05048 60580.000 LFT | 2.35000 142363.00| 2.35000 142363.00| 2.25000 136305.00
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0129 715-05053 11221.000 LFT | 7.10000 79669.10| 7.10000 79669.10| 8.00000 89768.00
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0130 715-05118 38.000 LFT | 28.00000 1064.00| 28.00000 1064.00| 22.00000 836.00
PIPE, TYPE 1, CIRCULAR, 12 IN. | | |
0131 715-05125 198.000 LFT | 47.40000 9385.20| 47.40000 9385.20| 45.00000 8910.00
PIPE, TYPE 1, CIRCULAR, 30 IN. | | |
0132 715-05127 516.000 LFT | 69.00000 35604.00| 80.00000 41280.00| 60.00000 30960.00
PIPE, TYPE 1, CURCULAR, 42 IN. | | |
0133 715-05129 840.000 LFT | 88.00000 73920.00| 88.00000 73920.00| 100.00000 84000.00
PIPE, TYPE 1, CIRCULAR, 54 IN. | | |
0134 715-05152 746.000 LFT | 50.00000 37300.00| 50.00000 37300.00| 42.00000 31332.00
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0135 715-05438 1943.000 LFT | 30.00000 58290.00| 10.70000 20790.10| 4.00000 7772.00
PIPE, DRAIN TILE TERMINAL SECTION, 4 IN | | |
0136 715-05439 5829.000 LFT | 1.00000 5829.00| 3.00000 17487.00| 5.00000 29145.00
PIPE, DRAINTILE TERMINAL SECTION, 6 IN | | |
0137 715-05440 2003.000 LFT | 1.00000 2003.00| 3.25000 6509.75| 7.00000 14021.00
PIPE, DRAINTILE TERMINAL SECTION, 8 IN | | |
0138 715-05442 15.000 LFT | 19.00000 285.00| 19.00000 285.00| 25.00000 375.00
PIPE, DRAINTILE TERMINAL SECTION, 10 IN | | |
0139 715-05443 7847.000 LFT | 50.00000 392350.00| 20.00000 156940.00| 8.00000 62776.00
PIPE, DRAINTILE TERMINAL SECTION, 12 IN | | |
0140 715-05445 600.000 LFT | 60.00000 36000.00| 35.00000 21000.00| 15.00000 9000.00
PIPE, DRAIN TILE, TERMINAL SECTION, 18 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 170 -9
TABULATION OF BIDS
CALL ORDER : 170 CONTRACT ID : IR-30161-A COUNTIES : ALLEN
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1875662
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0141 715-26784 8.000 EACH | 7200.00000 57600.00| 7200.00000 57600.00| 10000.00000 80000.00
GRATED BOX END SECTION, I, 3:1, 54 IN. | | |
0142 715-46000 2.000 EACH | 290.00000 580.00| 290.00000 580.00| 300.00000 600.00
PIPE END SECTION, 12 IN. | | |
0143 715-46030 2.000 EACH | 580.00000 1160.00| 580.00000 1160.00| 750.00000 1500.00
PIPE END SECTION, 30 IN. | | |
0144 715-97406 8.000 EACH | 2500.00000 20000.00| 2500.00000 20000.00| 3000.00000 24000.00
GRATED BOX END SECTION, I, 3:1, 18 IN. | | |
0145 715-97408 4.000 EACH | 5800.00000 23200.00| 5800.00000 23200.00| 5500.00000 22000.00
GRATED BOX END SECTION, I, 3:1, 42 IN. | | |
0146 715-97557 8.000 EACH | 3600.00000 28800.00| 3600.00000 28800.00| 4000.00000 32000.00
GRATED BOX END SECTION, I, 6:1, 18 IN. | | |
0147 715-97559 2.000 EACH | 3700.00000 7400.00| 3700.00000 7400.00| 4000.00000 8000.00
GRATED BOX END SECTION, II, 10:1, 12 IN | | |
0148 715-97689 2.000 EACH | 3800.00000 7600.00| 3800.00000 7600.00| 4000.00000 8000.00
GRATED BOX END SECTION, I, 3:1, 30 IN. | | |
0149 715-97691 4.000 EACH | 4500.00000 18000.00| 4500.00000 18000.00| 5000.00000 20000.00
GRATED BOX END SECTION, I, 3:1, 36 IN. | | |
0150 718-06531 86.000 EACH | 350.00000 30100.00| 375.00000 32250.00| 500.00000 43000.00
OUTLET PROTECTOR, 3 | | |
0151 718-06532 6500.000 LFT | 0.85000 5525.00| 0.85000 5525.00| 0.85000 5525.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0152 718-52610 5452.200 CYS | 8.00000 43617.60| 27.00000 147209.40| 25.00000 136305.00
AGGREGATE FOR UNDERDRAINS | | |
0153 719-09505 19430.000 LFT | 2.25000 43717.50| 5.00000 97150.00| 2.00000 38860.00
TILE INTERCEPT TRENCH EXCAVATION AND | | |
LOCATION | | |
0154 726-95870 12.000 EACH | 500.00000 6000.00| 400.00000 4800.00| 400.00000 4800.00
BEARING ASSEMBLY | | |
0155 731-93945 6129.000 SFT | 19.00000 116451.00| 20.00000 122580.00| 17.00000 104193.00
FACE PANELS, CONCRETE | | |
0156 731-93946 6129.000 SFT | 10.00000 61290.00| 10.00000 61290.00| 8.50000 52096.50
WALL ERECTION | | |
0157 731-93947 364.000 LFT | 33.00000 12012.00| 30.00000 10920.00| 30.00000 10920.00
LEVELING PAD, CONCRETE | | |
0158 801-04308 21.000 EACH | 435.00000 9135.00| 435.00000 9135.00| 435.00000 9135.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0159 801-06625 50.000 EACH | 105.00000 5250.00| 105.00000 5250.00| 105.00000 5250.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0160 801-06640 24.000 EACH | 289.00000 6936.00| 289.00000 6936.00| 289.00000 6936.00
CONSTRUCTION SIGN, A | | |
0161 801-06775 LUMP | 27800.00000 27800.00| 817765.00000 817765.00| 400000.00000 400000.00
MAINTAINING TRAFFIC | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 170 -10
TABULATION OF BIDS
CALL ORDER : 170 CONTRACT ID : IR-30161-A COUNTIES : ALLEN
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1875662
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0162 801-07118 144.000 LFT | 12.98000 1869.12| 12.98000 1869.12| 12.98000 1869.12
BARRICADE, III-A | | |
0163 801-07119 144.000 LFT | 16.98000 2445.12| 16.98000 2445.12| 16.98000 2445.12
BARRICADE, III-B | | |
0164 802-01749 2.000 EACH | 1200.00000 2400.00| 1200.00000 2400.00| 1200.00000 2400.00
SIGN BRACKET, WALL MOUNTED | | |
0165 802-04893 4.000 EACH | 125.00000 500.00| 125.00000 500.00| 125.00000 500.00
REFERENCE POST | | |
0166 802-05701 243.000 LFT | 11.00000 2673.00| 11.00000 2673.00| 11.00000 2673.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0167 802-05702 51.000 LFT | 10.00000 510.00| 10.00000 510.00| 10.00000 510.00
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0168 802-07057 643.000 SFT | 15.50000 9966.50| 15.50000 9966.50| 15.50000 9966.50
SIGN, PANEL, WITH LEGEND | | |
0169 802-07151 20.000 EACH | 300.00000 6000.00| 300.00000 6000.00| 300.00000 6000.00
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, VII | | |
0170 802-09576 2.000 EACH | 27000.00000 54000.00| 27000.00000 54000.00| 27000.00000 54000.00
OVERHEAD SIGN STRUCTURE, CANTILEVER, | | |
TYPE D | | |
0171 802-09581 2.000 EACH | 8500.00000 17000.00| 8500.00000 17000.00| 8500.00000 17000.00
CANTILEVER SIGN SUPPORT FOUNDATION, | | |
DRILLED SHAFT, 36 IN. | | |
0172 802-09838 78.000 SFT | 11.00000 858.00| 11.00000 858.00| 11.00000 858.00
SIGN, SHEET, WITH LEGEND 0.080 IN. | | |
THICKNESS | | |
0173 802-09840 161.000 SFT | 12.00000 1932.00| 12.00000 1932.00| 12.00000 1932.00
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0174 802-76055 42.000 LFT | 7.00000 294.00| 7.00000 294.00| 7.00000 294.00
SIGN POST, A | | |
0175 802-76095 3125.000 LBS | 2.50000 7812.50| 2.50000 7812.50| 2.50000 7812.50
STRUCTURAL STEEL, BREAKAWAY | | |
0176 802-76175 19.000 LFT | 1.00000 19.00| 1.00000 19.00| 1.00000 19.00
WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | |
ASSEMBLY (CANTILEVER) | | |
0177 808-06703 7330.000 LFT | 0.32000 2345.60| 0.35000 2565.50| 0.32000 2345.60
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0178 808-75078 240.000 LFT | 1.75000 420.00| 2.00000 480.00| 1.75000 420.00
TRANSVERSE MARKINGS, PAINT, SOLID, | | |
YELLOW CROSSHATCH LINE, 12 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 170 -11
TABULATION OF BIDS
CALL ORDER : 170 CONTRACT ID : IR-30161-A COUNTIES : ALLEN
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1875662
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0179 808-75245 3998.000 LFT | 0.32000 1279.36| 0.35000 1399.30| 0.32000 1279.36
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0180 808-75320 8.000 EACH | 62.00000 496.00| 62.00000 496.00| 62.00000 496.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0181 808-92027 1213.000 LFT | 0.65000 788.45| 0.70000 849.10| 0.65000 788.45
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
0182 202-07603 1.000 EACH | 120.00000 120.00| 520.00000 520.00| 650.00000 650.00
TESTING FOR WASTE, C | | |
SECTION TOTALS | $ 12,387,412.33| $ 13,338,953.77| $ 13,502,341.66
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 12,387,412.33| $ 13,338,953.77| $ 13,502,341.66
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 170 -12
TABULATION OF BIDS
CALL ORDER : 170 CONTRACT ID : IR-30161-A COUNTIES : ALLEN
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 34-0907180 |( 5 ) 34-4456871 |( )
|E S WAGNER COMPANY |MILLER BROS. CONSTRUCTION I |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW ROAD CONSTRUCTION
| | |
0001 105-06845 LUMP | 75000.00000 75000.00| 100000.00000 100000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 5.000 EACH | 179.02000 895.10| 100.00000 500.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 130.000 MOS | 75.00000 9750.00| 50.00000 6500.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PROJECT ESTIMATE ADJUSTMENT | | |
0011 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0012 110-01001 LUMP | 548713.44000 548713.44| 725000.00000 725000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0013 113-01614 LUMP | 20000.00000 20000.00| 12350.00000 12350.00|
PARTNERING OVERHEAD | | |
0014 201-52370 LUMP | 88711.71000 88711.71| 500000.00000 500000.00|
CLEARING RIGHT OF WAY | | |
0015 202-01000 LUMP | 900.00000 900.00| 1000.00000 1000.00|
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |
PARCEL 3SA | | |
0016 202-01000 LUMP | 1000.00000 1000.00| 500.00000 500.00|
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |
PARCEL 8 | | |
0017 202-03000 LUMP | 8300.00000 8300.00| 19050.00000 19050.00|
HOUSES AND BUILDINGS, REMOVE , PARCEL 1 | | |
0018 202-03000 LUMP | 10000.00000 10000.00| 15050.00000 15050.00|
HOUSES AND BUILDINGS, REMOVE , PARCEL 2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 170 -13
TABULATION OF BIDS
CALL ORDER : 170 CONTRACT ID : IR-30161-A COUNTIES : ALLEN
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 34-0907180 |( 5 ) 34-4456871 |( )
|E S WAGNER COMPANY |MILLER BROS. CONSTRUCTION I |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 202-03000 LUMP | 12000.00000 12000.00| 14850.00000 14850.00|
HOUSES AND BUILDINGS, REMOVE , PARCEL 7 | | |
0020 202-03135 270.000 SFT | 7.70000 2079.00| 6.00000 1620.00|
REGULATED ASBESTOS CONTAINING MATERIALS | | |
REMOVE | | |
0021 202-05823 2.000 EACH | 3100.00000 6200.00| 2450.00000 4900.00|
UNDERGROUND STORAGE TANK, REMOVE AND | | |
DISPOSE, UNDER 3000 GAL LONS CAPACITY | | |
0022 202-06578 20.000 CYS | 55.00000 1100.00| 45.00000 900.00|
CONTAMINATED SOIL, TRANSPORT | | |
0023 202-06579 20.000 CYS | 55.00000 1100.00| 45.00000 900.00|
CONTAMINATED SOIL, DISPOSE | | |
0024 202-06580 20.000 CYS | 45.00000 900.00| 35.00000 700.00|
CONTAMINATED SOIL, REMOVE | | |
0025 202-07554 10.000 CYS | 11.53000 115.30| 9.00000 90.00|
REGULATED MATERIALS, TRANSPORT, TYPE Y | | |
0026 202-07555 10.000 CYS | 64.00000 640.00| 50.00000 500.00|
REGULATED MATERIALS, DISPOSE, TYPE Y | | |
0027 202-96133 105.000 LFT | 14.50000 1522.50| 15.00000 1575.00|
PIPE, REMOVE | | |
0028 203-02000 194609.000 CYS | 6.00000 1167654.00| 6.00000 1167654.00|
EXCAVATION, COMMON | | |
0029 203-02070 705313.000 CYS | 2.50000 1763282.50| 2.95000 2080673.35|
BORROW | | |
0030 203-51223 200.000 CYS | 11.60000 2320.00| 50.00000 10000.00|
EXCAVATION, WATERWAY | | |
0031 205-02770 390.000 SYS | 2.25000 877.50| 1.25000 487.50|
EROSION CONTROL BLANKET | | |
0032 205-06930 75.400 TON | 24.00000 1809.60| 75.00000 5655.00|
SPLASHPAD, RIPRAP | | |
0033 205-06931 731.500 TON | 37.40000 27358.10| 45.00000 32917.50|
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0034 205-06933 8.000 EACH | 173.00000 1384.00| 85.00000 680.00|
TEMPORARY DITCH INLET PROTECTION | | |
0035 205-06934 140.000 TON | 320.00000 44800.00| 300.00000 42000.00|
TEMPORARY MULCHING | | |
0036 205-06936 445.500 TON | 43.43000 19348.07| 35.00000 15592.50|
TEMPORARY SEDIMENT TRAP | | |
0037 205-06937 5908.000 LFT | 1.67000 9866.36| 2.00000 11816.00|
TEMPORARY SILT FENCE | | |
0038 205-06938 1425.000 LFT | 17.00000 24225.00| 10.00000 14250.00|
TEMPORARY SLOPE DRAIN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 170 -14
TABULATION OF BIDS
CALL ORDER : 170 CONTRACT ID : IR-30161-A COUNTIES : ALLEN
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 34-0907180 |( 5 ) 34-4456871 |( )
|E S WAGNER COMPANY |MILLER BROS. CONSTRUCTION I |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 206-51230 269.000 CYS | 15.51000 4172.19| 10.00000 2690.00|
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0040 211-02050 2175.000 CYS | 23.00000 50025.00| 28.00000 60900.00|
B BORROW | | |
0041 211-09264 2108.300 CYS | 17.62000 37148.25| 30.00000 63249.00|
STRUCTURE BACKFILL, TYPE 1 | | |
0042 211-09266 3687.000 CYS | 32.00000 117984.00| 30.00000 110610.00|
STRUCTURE BACKFILL, TYPE 3 | | |
0043 211-09267 23.000 CYS | 57.65000 1325.95| 80.00000 1840.00|
STRUCTURE BACKFILL, TYPE 4 | | |
0044 215-07043 166071.000 SYS | 5.77000 958229.67| 6.00000 996426.00|
CHEMICAL MODIFICATION, SOILS , LIME | | |
STABILIZATION | | |
0045 301-07448 14672.000 TON | 13.70000 201006.40| 15.00000 220080.00|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0046 302-07455 149.000 CYS | 61.75000 9200.75| 70.00000 10430.00|
DENSE GRADED SUBBASE | | |
0047 303-01180 26687.000 TON | 13.50000 360274.50| 14.00000 373618.00|
COMPACTED AGGREGATE, NO. 53 | | |
0048 303-07449 17.000 TON | 56.00000 952.00| 80.00000 1360.00|
COMPACTED AGGREGATE, NO. 73 | | |
0049 401-06264 LUMP | 4000.00000 4000.00| 10000.00000 10000.00|
PROFILOGRAPH, HMA | | |
0050 401-07320 1724.000 TON | 60.00000 103440.00| 60.00000 103440.00|
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
0051 401-07328 1939.000 TON | 60.00000 116340.00| 60.00000 116340.00|
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0052 401-07335 6891.000 TON | 60.00000 413460.00| 60.00000 413460.00|
QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | |
0053 401-07398 3231.000 TON | 50.00000 161550.00| 50.00000 161550.00|
QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | |
0054 401-07404 11486.000 TON | 50.00000 574300.00| 50.00000 574300.00|
QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 m | | |
0055 401-07406 6372.000 TON | 48.00000 305856.00| 50.00000 318600.00|
QC/QA-HMA, 1, 64, BASE, 25.0 mm | | |
0056 401-07409 16080.000 TON | 48.00000 771840.00| 35.00000 562800.00|
QC/QA-HMA, 4, 64, BASE, 25.0 mm | | |
0057 401-07424 9786.000 TON | 45.00000 440370.00| 35.00000 342510.00|
QC/QA-HMA, 3, 64, BASE, 19.0 mm | | |
0058 401-07429 13379.000 TON | 48.00000 642192.00| 60.00000 802740.00|
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 170 -15
TABULATION OF BIDS
CALL ORDER : 170 CONTRACT ID : IR-30161-A COUNTIES : ALLEN
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 34-0907180 |( 5 ) 34-4456871 |( )
|E S WAGNER COMPANY |MILLER BROS. CONSTRUCTION I |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0059 401-08364 13783.000 TON | 48.00000 661584.00| 45.00000 620235.00|
QC/QA-HMA, 4, 64, BASE, 19.0 MM | | |
0060 402-07432 508.000 TON | 50.00000 25400.00| 50.00000 25400.00|
HMA SURFACE, TYPE A | | |
0061 402-07433 683.000 TON | 66.00000 45078.00| 53.00000 36199.00|
HMA SURFACE, TYPE B | | |
0062 402-07435 309.000 TON | 50.00000 15450.00| 45.00000 13905.00|
HMA INTERMEDIATE, TYPE A | | |
0063 402-07438 1138.000 TON | 50.00000 56900.00| 45.00000 51210.00|
HMA INTERMEDIATE, TYPE B | | |
0064 402-07440 972.000 TON | 50.00000 48600.00| 35.00000 34020.00|
HMA BASE, TYPE A | | |
0065 402-07441 3641.000 TON | 50.00000 182050.00| 40.00000 145640.00|
HMA BASE, TYPE B | | |
0066 406-05520 119.400 TON | 500.00000 59700.00| 1.00000 119.40|
ASPHALT FOR TACK COAT | | |
0067 601-01522 8.000 EACH | 1795.00000 14360.00| 1795.00000 14360.00|
GUARDRAIL TRANSITION TYPE TGB | | |
0068 601-06233 2.000 EACH | 8175.00000 16350.00| 8175.00000 16350.00|
IMPACT ATTENUATOR, ED, W1, TL-3 | | |
0069 601-94689 6.000 EACH | 2480.00000 14880.00| 2480.00000 14880.00|
GUARDRAIL END TREATMENT, OS | | |
0070 601-94690 2.000 EACH | 3555.00000 7110.00| 3555.00000 7110.00|
GUARDRAIL END TREATMENT, MS | | |
0071 601-99105 1031.250 LFT | 15.80000 16293.75| 15.80000 16293.75|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0072 601-99108 447.500 LFT | 25.20000 11277.00| 25.20000 11277.00|
GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | |
3 IN. SPACING | | |
0073 602-06729 24.000 EACH | 12.50000 300.00| 12.50000 300.00|
BARRIER DELINEATOR | | |
0074 603-06040 22436.000 LFT | 4.90000 109936.40| 5.05000 113301.80|
FENCE, FARM FIELD, 47 IN. | | |
0075 605-06095 50.000 LFT | 32.00000 1600.00| 40.00000 2000.00|
CURB, INTEGRAL, B, CONCRETE | | |
0076 606-07484 46414.000 LFT | 0.02000 928.28| 0.01000 464.14|
MILLED HMA SHOULDER CORRUGATIONS | | |
0077 609-06259 444.000 SYS | 75.00000 33300.00| 75.00000 33300.00|
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0078 609-08229 473.200 SYS | 75.00000 35490.00| 76.00000 35963.20|
REINFORCED CONCRETE BRIDGE APPROACH | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 170 -16
TABULATION OF BIDS
CALL ORDER : 170 CONTRACT ID : IR-30161-A COUNTIES : ALLEN
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 34-0907180 |( 5 ) 34-4456871 |( )
|E S WAGNER COMPANY |MILLER BROS. CONSTRUCTION I |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0079 611-06497 2.000 EACH | 130.00000 260.00| 178.00000 356.00|
MAILBOX ASSEMBLY, SINGLE | | |
0080 615-06490 15.000 EACH | 140.00000 2100.00| 162.00000 2430.00|
RIGHT OF WAY MARKER | | |
0081 615-06505 31.000 EACH | 550.00000 17050.00| 639.00000 19809.00|
MONUMENT, B | | |
0082 615-06510 8.000 EACH | 350.00000 2800.00| 405.00000 3240.00|
MONUMENT, C | | |
0083 615-06527 1.000 EACH | 400.00000 400.00| 540.00000 540.00|
MONUMENT, SECTION CORNER | | |
0084 616-02320 1739.000 SYS | 1.12000 1947.68| 1.50000 2608.50|
GEOTEXTILES | | |
0085 616-05688 968.000 TON | 36.00000 34848.00| 40.00000 38720.00|
RIPRAP, CLASS 1 | | |
0086 616-06405 385.000 TON | 27.00000 10395.00| 40.00000 15400.00|
RIPRAP, REVETMENT | | |
0087 621-01004 8.000 EACH | 550.00000 4400.00| 400.00000 3200.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0088 621-02770 3242.000 SYS | 1.35000 4376.70| 1.20000 3890.40|
EROSION CONTROL BLANKET | | |
0089 621-04258 337.000 LBS | 50.00000 16850.00| 30.00000 10110.00|
SEED MIXTURE , FOREST WETLAND | | |
0090 621-06545 24.700 TON | 831.00000 20525.70| 685.00000 16919.50|
FERTILIZER | | |
0091 621-06553 10491.000 LBS | 2.31000 24234.21| 2.70000 28325.70|
SEED MIXTURE, R | | |
0092 621-06557 5500.000 LBS | 1.86000 10230.00| 0.90000 4950.00|
SEED MIXTURE, T | | |
0093 621-06565 213.400 TON | 291.00000 62099.40| 320.00000 68288.00|
MULCHING MATERIAL | | |
0094 621-06567 1618.000 kGAL | 1.00000 1618.00| 2.00000 3236.00|
WATER | | |
0095 621-06574 33233.000 SYS | 2.63000 87402.79| 2.80000 93052.40|
SODDING | | |
0096 621-08161 1600.000 SYS | 6.64000 10624.00| 4.50000 7200.00|
PERMANENT TURF REINFORCEMENT MAT | | |
0097 621-09398 102.000 LBS | 42.00000 4284.00| 21.50000 2193.00|
SEED MIXTURE, SLOPE STABILIZATION | | |
0098 621-09399 707.000 LBS | 73.00000 51611.00| 52.00000 36764.00|
SEED MIXTURE, WET MESIC | | |
0099 621-09400 475.000 LBS | 79.00000 37525.00| 43.00000 20425.00|
SEED MIXTURE, SEDGE MEADOW | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 170 -17
TABULATION OF BIDS
CALL ORDER : 170 CONTRACT ID : IR-30161-A COUNTIES : ALLEN
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 34-0907180 |( 5 ) 34-4456871 |( )
|E S WAGNER COMPANY |MILLER BROS. CONSTRUCTION I |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0100 622-52436 8.000 EACH | 40.00000 320.00| 75.00000 600.00|
SIGN, DO NOT MOW OR SPRAY | | |
0101 622-91786 4380.000 EACH | 3.85000 16863.00| 3.75000 16425.00|
SEEDLING | | |
0102 628-09403 26.000 MOS | 5400.00000 140400.00| 2000.00000 52000.00|
FIELD OFFICE, C | | |
0103 628-09407 78.000 MOS | 120.00000 9360.00| 200.00000 15600.00|
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 3 EACH | | |
0104 701-06011 4.000 EACH | 1000.00000 4000.00| 800.00000 3200.00|
DYNAMIC PILE LOAD TEST | | |
0105 701-06012 4.000 EACH | 900.00000 3600.00| 800.00000 3200.00|
TEST PILE, RESTRIKE | | |
0106 701-06027 4.000 EACH | 900.00000 3600.00| 750.00000 3000.00|
TEST PILE | | |
0107 701-09558 233.000 LFT | 40.00000 9320.00| 25.00000 5825.00|
TEST PILE, INDICATOR, PRODUCTION | | |
0108 701-09560 3.000 EACH | 900.00000 2700.00| 800.00000 2400.00|
TEST PILE, INDICATOR, RESTRIKE | | |
0109 701-51195 4059.000 LFT | 27.00000 109593.00| 51.00000 207009.00|
PILE, STEEL H, HP 12" X 53 | | |
0110 701-91792 90.000 EACH | 104.00000 9360.00| 100.00000 9000.00|
PILE TIP, STEEL H | | |
0111 701-97874 420.000 LFT | 74.00000 31080.00| 70.00000 29400.00|
PILE, STEEL H, REINFORCED CONCRETE | | |
ENCASED, HP 12" X 53 | | |
0112 702-51010 8.400 CYS | 2500.00000 21000.00| 2000.00000 16800.00|
CONCRETE, B, ABOVE FOOTINGS | | |
0113 702-51015 36.000 CYS | 168.00000 6048.00| 300.00000 10800.00|
CONCRETE, B, FOOTINGS | | |
0114 702-51863 192.000 EACH | 8.00000 1536.00| 18.00000 3456.00|
FIELD DRILLED HOLE IN CONCRETE | | |
0115 702-92857 229.000 CYS | 400.00000 91600.00| 485.00000 111065.00|
CONCRETE, C, SUBSTRUCTURE | | |
0116 703-01540 192.000 EACH | 38.00000 7296.00| 25.00000 4800.00|
THREADED TIE BAR ASSEMBLY | | |
0117 703-06028 72811.000 LBS | 0.72000 52423.92| 0.70000 50967.70|
REINFORCING BARS | | |
0118 703-06029 216118.000 LBS | 0.80000 172894.40| 0.80000 172894.40|
REINFORCING BARS, EPOXY COATED | | |
0119 704-51002 788.800 CYS | 440.00000 347072.00| 570.00000 449616.00|
CONCRETE, C, SUPERSTRUCTURE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 170 -18
TABULATION OF BIDS
CALL ORDER : 170 CONTRACT ID : IR-30161-A COUNTIES : ALLEN
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 34-0907180 |( 5 ) 34-4456871 |( )
|E S WAGNER COMPANY |MILLER BROS. CONSTRUCTION I |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0120 706-05732 4.000 EACH | 1100.00000 4400.00| 1200.00000 4800.00|
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0121 706-05734 8.000 EACH | 1200.00000 9600.00| 1300.00000 10400.00|
CONCRETE BRIDGE RAILING TRANSITION, TBT | | |
0122 706-51020 78.400 CYS | 395.00000 30968.00| 465.00000 36456.00|
CONCRETE, C, RAILING | | |
0123 707-08643 1203.000 LFT | 180.00000 216540.00| 197.00000 236991.00|
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 60 IN. X 48 IN. | | |
0124 709-51821 LUMP | 6750.00000 6750.00| 6750.00000 6750.00|
SURFACE SEAL , STR NO 24-02-09089 | | |
0125 709-51821 LUMP | 6600.00000 6600.00| 6600.00000 6600.00|
SURFACE SEAL , STR NO 24-02-09225 | | |
0126 715-05019 395.000 LFT | 40.00000 15800.00| 78.00000 30810.00|
PIPE, TYPE 1, CIRCULAR, 36 IN. | | |
0127 715-05028 420.000 LFT | 34.00000 14280.00| 32.00000 13440.00|
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0128 715-05048 60580.000 LFT | 1.80000 109044.00| 2.35000 142363.00|
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0129 715-05053 11221.000 LFT | 7.50000 84157.50| 7.10000 79669.10|
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0130 715-05118 38.000 LFT | 37.50000 1425.00| 50.00000 1900.00|
PIPE, TYPE 1, CIRCULAR, 12 IN. | | |
0131 715-05125 198.000 LFT | 46.00000 9108.00| 57.00000 11286.00|
PIPE, TYPE 1, CIRCULAR, 30 IN. | | |
0132 715-05127 516.000 LFT | 80.50000 41538.00| 98.00000 50568.00|
PIPE, TYPE 1, CURCULAR, 42 IN. | | |
0133 715-05129 840.000 LFT | 105.00000 88200.00| 120.00000 100800.00|
PIPE, TYPE 1, CIRCULAR, 54 IN. | | |
0134 715-05152 746.000 LFT | 45.00000 33570.00| 66.00000 49236.00|
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0135 715-05438 1943.000 LFT | 21.00000 40803.00| 6.00000 11658.00|
PIPE, DRAIN TILE TERMINAL SECTION, 4 IN | | |
0136 715-05439 5829.000 LFT | 21.50000 125323.50| 6.50000 37888.50|
PIPE, DRAINTILE TERMINAL SECTION, 6 IN | | |
0137 715-05440 2003.000 LFT | 6.00000 12018.00| 8.00000 16024.00|
PIPE, DRAINTILE TERMINAL SECTION, 8 IN | | |
0138 715-05442 15.000 LFT | 8.75000 131.25| 40.00000 600.00|
PIPE, DRAINTILE TERMINAL SECTION, 10 IN | | |
0139 715-05443 7847.000 LFT | 12.00000 94164.00| 14.00000 109858.00|
PIPE, DRAINTILE TERMINAL SECTION, 12 IN | | |
0140 715-05445 600.000 LFT | 59.75000 35850.00| 28.00000 16800.00|
PIPE, DRAIN TILE, TERMINAL SECTION, 18 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 170 -19
TABULATION OF BIDS
CALL ORDER : 170 CONTRACT ID : IR-30161-A COUNTIES : ALLEN
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 34-0907180 |( 5 ) 34-4456871 |( )
|E S WAGNER COMPANY |MILLER BROS. CONSTRUCTION I |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0141 715-26784 8.000 EACH | 9000.00000 72000.00| 8500.00000 68000.00|
GRATED BOX END SECTION, I, 3:1, 54 IN. | | |
0142 715-46000 2.000 EACH | 770.00000 1540.00| 500.00000 1000.00|
PIPE END SECTION, 12 IN. | | |
0143 715-46030 2.000 EACH | 1200.00000 2400.00| 700.00000 1400.00|
PIPE END SECTION, 30 IN. | | |
0144 715-97406 8.000 EACH | 3000.00000 24000.00| 2800.00000 22400.00|
GRATED BOX END SECTION, I, 3:1, 18 IN. | | |
0145 715-97408 4.000 EACH | 6200.00000 24800.00| 6000.00000 24000.00|
GRATED BOX END SECTION, I, 3:1, 42 IN. | | |
0146 715-97557 8.000 EACH | 4200.00000 33600.00| 600.00000 4800.00|
GRATED BOX END SECTION, I, 6:1, 18 IN. | | |
0147 715-97559 2.000 EACH | 3500.00000 7000.00| 4200.00000 8400.00|
GRATED BOX END SECTION, II, 10:1, 12 IN | | |
0148 715-97689 2.000 EACH | 4500.00000 9000.00| 4500.00000 9000.00|
GRATED BOX END SECTION, I, 3:1, 30 IN. | | |
0149 715-97691 4.000 EACH | 5700.00000 22800.00| 5200.00000 20800.00|
GRATED BOX END SECTION, I, 3:1, 36 IN. | | |
0150 718-06531 86.000 EACH | 480.00000 41280.00| 700.00000 60200.00|
OUTLET PROTECTOR, 3 | | |
0151 718-06532 6500.000 LFT | 0.85000 5525.00| 0.85000 5525.00|
VIDEO INSPECTION FOR UNDERDRAINS | | |
0152 718-52610 5452.200 CYS | 25.00000 136305.00| 27.00000 147209.40|
AGGREGATE FOR UNDERDRAINS | | |
0153 719-09505 19430.000 LFT | 2.25000 43717.50| 1.20000 23316.00|
TILE INTERCEPT TRENCH EXCAVATION AND | | |
LOCATION | | |
0154 726-95870 12.000 EACH | 700.00000 8400.00| 700.00000 8400.00|
BEARING ASSEMBLY | | |
0155 731-93945 6129.000 SFT | 15.25000 93467.25| 10.00000 61290.00|
FACE PANELS, CONCRETE | | |
0156 731-93946 6129.000 SFT | 4.25000 26048.25| 8.00000 49032.00|
WALL ERECTION | | |
0157 731-93947 364.000 LFT | 11.00000 4004.00| 25.00000 9100.00|
LEVELING PAD, CONCRETE | | |
0158 801-04308 21.000 EACH | 435.00000 9135.00| 435.00000 9135.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0159 801-06625 50.000 EACH | 105.00000 5250.00| 105.00000 5250.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
0160 801-06640 24.000 EACH | 289.00000 6936.00| 289.00000 6936.00|
CONSTRUCTION SIGN, A | | |
0161 801-06775 LUMP | 35000.00000 35000.00| 137000.00000 137000.00|
MAINTAINING TRAFFIC | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 170 -20
TABULATION OF BIDS
CALL ORDER : 170 CONTRACT ID : IR-30161-A COUNTIES : ALLEN
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 34-0907180 |( 5 ) 34-4456871 |( )
|E S WAGNER COMPANY |MILLER BROS. CONSTRUCTION I |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0162 801-07118 144.000 LFT | 12.98000 1869.12| 12.98000 1869.12|
BARRICADE, III-A | | |
0163 801-07119 144.000 LFT | 16.98000 2445.12| 16.98000 2445.12|
BARRICADE, III-B | | |
0164 802-01749 2.000 EACH | 1022.66000 2045.32| 1200.00000 2400.00|
SIGN BRACKET, WALL MOUNTED | | |
0165 802-04893 4.000 EACH | 132.95000 531.80| 125.00000 500.00|
REFERENCE POST | | |
0166 802-05701 243.000 LFT | 13.04000 3168.72| 11.00000 2673.00|
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0167 802-05702 51.000 LFT | 8.69000 443.19| 10.00000 510.00|
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0168 802-07057 643.000 SFT | 17.13000 11014.59| 15.50000 9966.50|
SIGN, PANEL, WITH LEGEND | | |
0169 802-07151 20.000 EACH | 373.27000 7465.40| 300.00000 6000.00|
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, VII | | |
0170 802-09576 2.000 EACH | 26588.99000 53177.98| 27000.00000 54000.00|
OVERHEAD SIGN STRUCTURE, CANTILEVER, | | |
TYPE D | | |
0171 802-09581 2.000 EACH | 6647.25000 13294.50| 8500.00000 17000.00|
CANTILEVER SIGN SUPPORT FOUNDATION, | | |
DRILLED SHAFT, 36 IN. | | |
0172 802-09838 78.000 SFT | 17.85000 1392.30| 11.00000 858.00|
SIGN, SHEET, WITH LEGEND 0.080 IN. | | |
THICKNESS | | |
0173 802-09840 161.000 SFT | 12.27000 1975.47| 12.00000 1932.00|
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0174 802-76055 42.000 LFT | 5.47000 229.74| 7.00000 294.00|
SIGN POST, A | | |
0175 802-76095 3125.000 LBS | 4.24000 13250.00| 2.50000 7812.50|
STRUCTURAL STEEL, BREAKAWAY | | |
0176 802-76175 19.000 LFT | 255.66000 4857.54| 1.00000 19.00|
WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | |
ASSEMBLY (CANTILEVER) | | |
0177 808-06703 7330.000 LFT | 0.32000 2345.60| 0.32000 2345.60|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0178 808-75078 240.000 LFT | 1.75000 420.00| 1.75000 420.00|
TRANSVERSE MARKINGS, PAINT, SOLID, | | |
YELLOW CROSSHATCH LINE, 12 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 170 -21
TABULATION OF BIDS
CALL ORDER : 170 CONTRACT ID : IR-30161-A COUNTIES : ALLEN
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 34-0907180 |( 5 ) 34-4456871 |( )
|E S WAGNER COMPANY |MILLER BROS. CONSTRUCTION I |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0179 808-75245 3998.000 LFT | 0.32000 1279.36| 0.32000 1279.36|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0180 808-75320 8.000 EACH | 62.00000 496.00| 62.00000 496.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0181 808-92027 1213.000 LFT | 0.65000 788.45| 0.65000 788.45|
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
0182 202-07603 1.000 EACH | 666.30000 666.30| 520.00000 520.00|
TESTING FOR WASTE, C | | |
SECTION TOTALS | $ 13,643,396.87| $ 14,547,925.39| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 13,643,396.87| $ 14,547,925.39| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 180 -1
VENDOR RANKING
CALL ORDER : 180 CONTRACT ID : IR-30983-A COUNTIES : GIBSON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT
DESCRIPTION : NEW ROAD CONSTRUCTION COMPLETION DATE : 07/31/11
LOCATION : ON I-69 FROM 0.03 MILE NORTH OF SR 68 TO 1.54 MILES NORTH PROJECT(S) : 0800284
OF SR 68 0800331
NEW ROAD CONSTRUCTION 0800332
OTHERS
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 10,474,008.00 100.0000%
2 35-1878024 RAGLE INC $ 10,511,052.70 100.3537%
3 35-1875662 CRIDER & CRIDER INC $ 10,607,395.85 101.2735%
4 35-1139301 E & B PAVING INC $ 10,856,438.00 103.6512%
5 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 11,155,757.20 106.5090%
35-1057095 BLANKENBERGER BROTHERS INC IRREGULAR
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 180 -2
TABULATION OF BIDS
CALL ORDER : 180 CONTRACT ID : IR-30983-A COUNTIES : GIBSON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1878024 |( 3 ) 35-1875662
|GOHMANN ASPHALT & CONSTR INC |RAGLE INC |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 HMA OPTION
| | |
SECTION TOTALS | $ | $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0002 PCCP OPTION
| | |
0144 105-06845 LUMP | 60000.00000 60000.00| 95000.00000 95000.00| 100000.00000 100000.00
CONSTRUCTION ENGINEERING | | |
0145 105-08520 3.000 EACH | 120.00000 360.00| 100.00000 300.00| 170.00000 510.00
CELLULAR TELEPHONE/RADIO | | |
0146 105-08521 60.000 MOS | 100.00000 6000.00| 60.00000 3600.00| 60.00000 3600.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0147 110-01001 LUMP | 473983.75000 473983.75| 525000.00000 525000.00| 500000.00000 500000.00
MOBILIZATION AND DEMOBILIZATION | | |
0148 201-52370 LUMP | 200000.00000 200000.00| 488500.00000 488500.00| 265000.00000 265000.00
CLEARING RIGHT OF WAY | | |
0150 202-03000 LUMP | 10048.76000 10048.76| 19450.00000 19450.00| 15000.00000 15000.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 9 | | |
0151 202-03135 375.000 SFT | 3.87000 1451.25| 6.00000 2250.00| 3.50000 1312.50
REGULATED ASBESTOS CONTAINING MATERIALS | | |
REMOVE | | |
0152 203-02000 256948.000 CYS | 3.85000 989249.80| 4.00000 1027792.00| 4.15000 1066334.20
EXCAVATION, COMMON | | |
0153 203-02020 2540.000 CYS | 8.00000 20320.00| 4.00000 10160.00| 10.00000 25400.00
EXCAVATION, UNCLASSIFIED | | |
0154 203-02070 112197.000 CYS | 4.20000 471227.40| 4.00000 448788.00| 3.75000 420738.75
BORROW | | |
0155 203-51196 310.000 LFT | 170.00000 52700.00| 250.00000 77500.00| 140.00000 43400.00
CORED HOLE IN ROCK 21" Diameter | | |
0156 204-02290 2.000 EACH | 1400.00000 2800.00| 800.00000 1600.00| 1700.00000 3400.00
SETTLEMENT PLATE | | |
0157 205-02236 17.000 EACH | 70.00000 1190.00| 70.00000 1190.00| 100.00000 1700.00
TEMPORARY EROSION AND SEDIMENT CONTROL, | | |
DROP INLET PROTECTION | | |
0159 205-06930 21.000 TON | 42.00000 882.00| 35.00000 735.00| 60.00000 1260.00
SPLASHPAD, RIPRAP | | |
0160 205-06931 963.000 TON | 46.00000 44298.00| 30.00000 28890.00| 50.00000 48150.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0161 205-06933 10.000 EACH | 100.00000 1000.00| 70.00000 700.00| 125.00000 1250.00
TEMPORARY DITCH INLET PROTECTION | | |
0162 205-06935 5.000 EACH | 3500.00000 17500.00| 650.00000 3250.00| 3500.00000 17500.00
TEMPORARY SEDIMENT BASIN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 180 -3
TABULATION OF BIDS
CALL ORDER : 180 CONTRACT ID : IR-30983-A COUNTIES : GIBSON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1878024 |( 3 ) 35-1875662
|GOHMANN ASPHALT & CONSTR INC |RAGLE INC |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0163 205-06936 273.000 TON | 50.00000 13650.00| 30.00000 8190.00| 35.00000 9555.00
TEMPORARY SEDIMENT TRAP | | |
0164 205-06937 21166.000 LFT | 1.80000 38098.80| 1.40000 29632.40| 2.00000 42332.00
TEMPORARY SILT FENCE | | |
0165 205-06938 723.000 LFT | 18.00000 13014.00| 10.00000 7230.00| 15.00000 10845.00
TEMPORARY SLOPE DRAIN | | |
0166 207-08262 112509.000 SYS | 2.90000 326276.10| 1.80000 202516.20| 1.55000 174388.95
SUBGRADE TREATMENT, TYPE I | | |
0167 207-08266 2202.000 SYS | 7.50000 16515.00| 2.50000 5505.00| 4.00000 8808.00
SUBGRADE TREATMENT, TYPE III | | |
0168 207-08267 675.000 SYS | 10.00000 6750.00| 10.00000 6750.00| 9.00000 6075.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0169 208-02046 2.000 EACH | 200.00000 400.00| 700.00000 1400.00| 1500.00000 3000.00
GRADING IN GORE AREA | | |
0170 211-02050 8163.000 CYS | 30.00000 244890.00| 21.50000 175504.50| 20.00000 163260.00
B BORROW | | |
0171 211-06467 185.500 CYS | 85.00000 15767.50| 40.00000 7420.00| 51.00000 9460.50
AGGREGATE FOR END BENT BACKFILL | | |
0172 211-07454 286.000 CYS | 30.00000 8580.00| 30.00000 8580.00| 27.00000 7722.00
STRUCTURE BACKFILL | | |
0173 211-07454 308.000 CYS | 30.00000 9240.00| 34.00000 10472.00| 25.00000 7700.00
STRUCTURE BACKFILL Underdrains | | |
0174 211-09264 586.000 CYS | 30.00000 17580.00| 21.50000 12599.00| 33.00000 19338.00
STRUCTURE BACKFILL, TYPE 1 | | |
0175 211-09265 1199.000 CYS | 42.00000 50358.00| 35.00000 41965.00| 33.00000 39567.00
STRUCTURE BACKFILL, TYPE 2 | | |
0176 211-09266 7368.000 CYS | 30.00000 221040.00| 21.50000 158412.00| 21.00000 154728.00
STRUCTURE BACKFILL, TYPE 3 | | |
0177 215-07043 5000.000 SYS | 3.85000 19250.00| 5.00000 25000.00| 3.55000 17750.00
CHEMICAL MODIFICATION, SOILS | | |
0178 301-07448 10275.000 TON | 21.00000 215775.00| 22.00000 226050.00| 22.00000 226050.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0179 302-06464 17580.000 CYS | 35.00000 615300.00| 35.75000 628485.00| 42.00000 738360.00
SUBBASE FOR PCCP | | |
0180 302-07455 129.000 CYS | 75.00000 9675.00| 50.00000 6450.00| 50.00000 6450.00
DENSE GRADED SUBBASE | | |
0181 303-01180 16100.000 TON | 19.00000 305900.00| 20.00000 322000.00| 21.00000 338100.00
COMPACTED AGGREGATE, NO. 53 | | |
0182 303-01180 1224.000 TON | 21.00000 25704.00| 22.00000 26928.00| 22.00000 26928.00
COMPACTED AGGREGATE, NO. 53 For Drives | | |
0183 306-08043 178.000 SYS | 20.00000 3560.00| 15.00000 2670.00| 15.00000 2670.00
MILLING, TRANSITION | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 180 -4
TABULATION OF BIDS
CALL ORDER : 180 CONTRACT ID : IR-30983-A COUNTIES : GIBSON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1878024 |( 3 ) 35-1875662
|GOHMANN ASPHALT & CONSTR INC |RAGLE INC |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0184 401-07320 2795.000 TON | 58.00000 162110.00| 60.60000 169377.00| 61.00000 170495.00
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
0185 401-07389 6665.000 TON | 50.00000 333250.00| 52.40000 349246.00| 53.00000 353245.00
QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | |
0186 401-07406 5359.000 TON | 52.00000 278668.00| 53.20000 285098.80| 54.00000 289386.00
QC/QA-HMA, 1, 64, BASE, 25.0 mm | | |
0187 402-07432 518.000 TON | 64.00000 33152.00| 64.65000 33488.70| 64.00000 33152.00
HMA SURFACE, TYPE A | | |
0188 402-07435 1554.000 TON | 54.00000 83916.00| 56.00000 87024.00| 56.00000 87024.00
HMA INTERMEDIATE, TYPE A | | |
0189 406-05520 17.300 TON | 600.00000 10380.00| 600.00000 10380.00| 550.00000 9515.00
ASPHALT FOR TACK COAT | | |
0190 501-03489 168.000 EACH | 10.00000 1680.00| 10.00000 1680.00| 15.00000 2520.00
TIE BAR, RETROFIT | | |
0191 501-06266 LUMP | 2500.00000 2500.00| 2500.00000 2500.00| 6500.00000 6500.00
PROFILOGRAPH, PCCP | | |
0192 501-06727 LUMP | 2500.00000 2500.00| 2500.00000 2500.00| 4200.00000 4200.00
CORING, PCCP | | |
0193 501-08196 48296.000 SYS | 29.00000 1400584.00| 29.50000 1424732.00| 30.25000 1460954.00
QC/QA-PCCP, 12.5 IN. | | |
0194 501-09107 11474.000 SYS | 23.00000 263902.00| 23.50000 269639.00| 24.25000 278244.50
QC/QA-PCCP, 9 IN. | | |
0195 503-05240 34050.000 LFT | 8.25000 280912.50| 8.25000 280912.50| 9.00000 306450.00
D-1 CONTRACTION JOINT | | |
0196 503-05310 357.000 LFT | 140.00000 49980.00| 85.00000 30345.00| 170.00000 60690.00
TERMINAL JOINT | | |
0197 601-01522 10.000 EACH | 2250.00000 22500.00| 1825.00000 18250.00| 1825.00000 18250.00
GUARDRAIL TRANSITION TYPE TGB | | |
0198 601-01626 2.000 EACH | 1575.00000 3150.00| 1495.00000 2990.00| 1500.00000 3000.00
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 2 | | |
0199 601-94689 7.000 EACH | 2650.00000 18550.00| 2395.00000 16765.00| 2400.00000 16800.00
GUARDRAIL END TREATMENT, OS | | |
0200 601-94690 3.000 EACH | 4335.00000 13005.00| 3395.00000 10185.00| 3400.00000 10200.00
GUARDRAIL END TREATMENT, MS | | |
0201 601-99105 1950.000 LFT | 17.45000 34027.50| 20.35000 39682.50| 20.00000 39000.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0202 601-99108 744.000 LFT | 25.00000 18600.00| 30.10000 22394.40| 30.00000 22320.00
GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | |
3 IN. SPACING | | |
0203 602-06729 20.000 EACH | 10.00000 200.00| 7.00000 140.00| 12.00000 240.00
BARRIER DELINEATOR | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 180 -5
TABULATION OF BIDS
CALL ORDER : 180 CONTRACT ID : IR-30983-A COUNTIES : GIBSON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1878024 |( 3 ) 35-1875662
|GOHMANN ASPHALT & CONSTR INC |RAGLE INC |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0204 603-06040 11656.000 LFT | 5.65000 65856.40| 4.90000 57114.40| 5.00000 58280.00
FENCE, FARM FIELD, 47 IN. | | |
0205 606-07485 37545.000 LFT | 0.57000 21400.65| 0.15000 5631.75| 0.25000 9386.25
MILLED PCCP SHOULDER CORRUGATIONS | | |
0206 608-05741 55590.000 LFT | 0.49000 27239.10| 0.49000 27239.10| 0.50000 27795.00
WICK DRAIN | | |
0207 608-05742 6724.000 CYS | 22.00000 147928.00| 19.50000 131118.00| 17.00000 114308.00
DRAINAGE BLANKET | | |
0208 609-06259 758.400 SYS | 85.00000 64464.00| 62.50000 47400.00| 76.00000 57638.40
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0209 610-07486 201.000 TON | 87.00000 17487.00| 89.00000 17889.00| 84.00000 16884.00
HMA FOR APPROACHES, TYPE A | | |
0210 611-06497 3.000 EACH | 155.00000 465.00| 125.00000 375.00| 130.00000 390.00
MAILBOX ASSEMBLY, SINGLE | | |
0211 615-06490 24.000 EACH | 125.00000 3000.00| 115.00000 2760.00| 120.00000 2880.00
RIGHT OF WAY MARKER | | |
0212 615-06505 5.000 EACH | 735.00000 3675.00| 595.00000 2975.00| 700.00000 3500.00
MONUMENT, B | | |
0213 615-06510 17.000 EACH | 535.00000 9095.00| 495.00000 8415.00| 600.00000 10200.00
MONUMENT, C | | |
0214 615-06515 13.000 EACH | 60.00000 780.00| 125.00000 1625.00| 150.00000 1950.00
MONUMENT, D | | |
0215 615-06527 2.000 EACH | 550.00000 1100.00| 495.00000 990.00| 600.00000 1200.00
MONUMENT, SECTION CORNER | | |
0216 616-02320 7240.000 SYS | 1.30000 9412.00| 1.50000 10860.00| 2.25000 16290.00
GEOTEXTILES | | |
0217 616-05688 2255.000 TON | 34.00000 76670.00| 32.00000 72160.00| 31.00000 69905.00
RIPRAP, CLASS 1 | | |
0218 616-06405 1759.000 TON | 30.00000 52770.00| 32.00000 56288.00| 35.00000 61565.00
RIPRAP, REVETMENT | | |
0219 621-01004 4.000 EACH | 715.00000 2860.00| 715.00000 2860.00| 720.00000 2880.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0220 621-06545 45.500 TON | 495.00000 22522.50| 495.00000 22522.50| 500.00000 22750.00
FERTILIZER | | |
0221 621-06553 17308.000 LBS | 4.25000 73559.00| 4.25000 73559.00| 4.30000 74424.40
SEED MIXTURE, R | | |
0222 621-06557 7288.000 LBS | 2.50000 18220.00| 2.50000 18220.00| 2.50000 18220.00
SEED MIXTURE, T | | |
0223 621-06565 365.000 TON | 250.00000 91250.00| 250.00000 91250.00| 255.00000 93075.00
MULCHING MATERIAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 180 -6
TABULATION OF BIDS
CALL ORDER : 180 CONTRACT ID : IR-30983-A COUNTIES : GIBSON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1878024 |( 3 ) 35-1875662
|GOHMANN ASPHALT & CONSTR INC |RAGLE INC |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0224 621-06567 136.000 kGAL | 1.00000 136.00| 1.00000 136.00| 1.00000 136.00
WATER | | |
0225 621-06574 34213.000 SYS | 2.39000 81769.07| 3.00000 102639.00| 2.50000 85532.50
SODDING | | |
0226 628-09401 20.000 MOS | 2600.00000 52000.00| 1300.00000 26000.00| 1600.00000 32000.00
FIELD OFFICE, A | | |
0227 628-09407 40.000 MOS | 160.00000 6400.00| 75.00000 3000.00| 120.00000 4800.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , TWO EACH | | |
0228 701-06011 6.000 EACH | 750.00000 4500.00| 600.00000 3600.00| 500.00000 3000.00
DYNAMIC PILE LOAD TEST | | |
0229 701-09557 285.000 LFT | 60.00000 17100.00| 50.00000 14250.00| 100.00000 28500.00
TEST PILE, DYNAMIC, PRODUCTION | | |
0230 701-09559 6.000 EACH | 700.00000 4200.00| 300.00000 1800.00| 1300.00000 7800.00
TEST PILE, DYNAMIC, RESTRIKE | | |
0231 701-09739 40.000 EACH | 175.00000 7000.00| 175.00000 7000.00| 100.00000 4000.00
PILE SHOE, HP 12 X 53 | | |
0232 701-51195 1285.000 LFT | 60.00000 77100.00| 40.00000 51400.00| 65.00000 83525.00
PILE, STEEL H, HP 12" X 53 | | |
0233 702-51863 82.000 EACH | 13.00000 1066.00| 20.00000 1640.00| 25.00000 2050.00
FIELD DRILLED HOLE IN CONCRETE | | |
0234 702-92857 294.300 CYS | 560.00000 164808.00| 625.00000 183937.50| 610.00000 179523.00
CONCRETE, C, SUBSTRUCTURE | | |
0235 703-51032 163299.000 LBS | 0.80000 130639.20| 0.90000 146969.10| 1.00000 163299.00
REINFORCING STEEL, EPOXY COATED | | |
0236 704-51002 274.200 CYS | 650.00000 178230.00| 630.00000 172746.00| 610.00000 167262.00
CONCRETE, C, SUPERSTRUCTURE | | |
0237 706-05732 12.000 EACH | 1450.00000 17400.00| 1400.00000 16800.00| 1450.00000 17400.00
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0238 706-05732 2.000 EACH | 1450.00000 2900.00| 1400.00000 2800.00| 1450.00000 2900.00
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
, MODIFIED | | |
0239 706-51020 44.300 CYS | 335.00000 14840.50| 335.00000 14840.50| 410.00000 18163.00
CONCRETE, C, RAILING | | |
0240 706-92612 182.000 LFT | 125.00000 22750.00| 130.00000 23660.00| 105.00000 19110.00
RAILING, CONCRETE, C, MODIFIED | | |
0241 707-05984 882.000 LFT | 175.00000 154350.00| 230.00000 202860.00| 170.00000 149940.00
STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | |
III, 45 IN. X 16 IN. | | |
0242 707-05985 404.000 LFT | 295.00000 119180.00| 270.00000 109080.00| 235.00000 94940.00
STRUCTURAL MEMBERS, CONCRETE I-BEAM, IV | | |
54 IN. X 20 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 180 -7
TABULATION OF BIDS
CALL ORDER : 180 CONTRACT ID : IR-30983-A COUNTIES : GIBSON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1878024 |( 3 ) 35-1875662
|GOHMANN ASPHALT & CONSTR INC |RAGLE INC |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0244 714-01366 36.000 LFT | 540.00000 19440.00| 450.00000 16200.00| 510.00000 18360.00
CULVERT, PRECAST, REINFORCED CONCRETE | | |
BOX, 10' X 4' | | |
0245 714-26703 62.000 LFT | 325.00000 20150.00| 260.00000 16120.00| 235.00000 14570.00
CULVERT, PRECAST, REINFORCED CONCRETE | | |
BOX, 6' X 4' | | |
0246 714-26726 388.000 LFT | 760.00000 294880.00| 725.00000 281300.00| 650.00000 252200.00
CULVERT, PRECAST, REINFORCED CONCRETE | | |
BOX, 12' X 8' | | |
0247 714-93638 266.000 LFT | 330.00000 87780.00| 170.00000 45220.00| 190.00000 50540.00
CULVERT, PRECAST, REINFORCED CONCRETE | | |
BOX, 5' X 4' | | |
0248 714-94664 46.000 LFT | 200.00000 9200.00| 145.00000 6670.00| 175.00000 8050.00
CULVERT, PRECAST, REINFORCED CONCRETE | | |
BOX, 3' X 3' | | |
0249 715-02628 5.000 EACH | 600.00000 3000.00| 650.00000 3250.00| 500.00000 2500.00
SAFETY METAL END SECTION, 6:1, 15 IN. | | |
0250 715-05019 78.000 LFT | 65.00000 5070.00| 45.00000 3510.00| 52.00000 4056.00
PIPE, TYPE 1, CIRCULAR, 36 IN. | | |
0251 715-05048 34879.000 LFT | 2.40000 83709.60| 2.00000 69758.00| 2.20000 76733.80
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0252 715-05053 3843.000 LFT | 12.00000 46116.00| 14.00000 53802.00| 13.00000 49959.00
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0253 715-05121 50.000 LFT | 30.00000 1500.00| 28.00000 1400.00| 33.00000 1650.00
PIPE, TYPE 1, CIRCULAR, 18 IN. | | |
0254 715-05123 160.000 LFT | 38.00000 6080.00| 34.00000 5440.00| 45.00000 7200.00
PIPE, TYPE 1, CIRCULAR, 24 IN. | | |
0255 715-05151 1562.000 LFT | 24.00000 37488.00| 22.00000 34364.00| 24.00000 37488.00
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0256 715-05169 318.000 LFT | 26.00000 8268.00| 22.00000 6996.00| 22.00000 6996.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0257 715-05407 516.000 LFT | 5.00000 2580.00| 8.00000 4128.00| 16.00000 8256.00
PIPE, END BENT DRAIN, 6 IN. | | |
0258 715-09064 1664.000 LFT | 1.50000 2496.00| 1.50000 2496.00| 1.80000 2995.20
VIDEO INSPECTION FOR PIPE | | |
0259 715-09389 400.000 LFT | 8.00000 3200.00| 11.00000 4400.00| 10.00000 4000.00
PIPE, DRAINTILE, 10 IN. | | |
0260 715-46005 22.000 EACH | 300.00000 6600.00| 200.00000 4400.00| 250.00000 5500.00
PIPE END SECTION, 15 IN. | | |
0261 715-46010 2.000 EACH | 400.00000 800.00| 250.00000 500.00| 500.00000 1000.00
PIPE END SECTION, 18 IN. | | |
0262 715-46020 6.000 EACH | 460.00000 2760.00| 300.00000 1800.00| 560.00000 3360.00
PIPE END SECTION, 24 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 180 -8
TABULATION OF BIDS
CALL ORDER : 180 CONTRACT ID : IR-30983-A COUNTIES : GIBSON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1878024 |( 3 ) 35-1875662
|GOHMANN ASPHALT & CONSTR INC |RAGLE INC |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0263 715-46040 2.000 EACH | 800.00000 1600.00| 700.00000 1400.00| 1100.00000 2200.00
PIPE END SECTION, 36 IN. | | |
0264 715-90833 400.000 LFT | 7.00000 2800.00| 10.50000 4200.00| 9.00000 3600.00
PIPE, DRAINTILE, 8 IN | | |
0265 715-90834 400.000 LFT | 10.00000 4000.00| 12.50000 5000.00| 13.00000 5200.00
PIPE, DRAINTILE, 12 IN. | | |
0266 718-06528 61.000 EACH | 370.00000 22570.00| 365.00000 22265.00| 425.00000 25925.00
OUTLET PROTECTOR, 1 | | |
0267 718-06532 6500.000 LFT | 1.00000 6500.00| 1.28000 8320.00| 1.00000 6500.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0268 718-52610 3140.000 CYS | 31.50000 98910.00| 34.00000 106760.00| 33.00000 103620.00
AGGREGATE FOR UNDERDRAINS | | |
0269 718-99153 23893.000 SYS | 0.75000 17919.75| 0.95000 22698.35| 1.00000 23893.00
GEOTEXTILES FOR UNDERDRAIN | | |
0270 720-45065 17.000 EACH | 2200.00000 37400.00| 2200.00000 37400.00| 2700.00000 45900.00
INLET, N12 | | |
0271 731-93945 9725.000 SFT | 14.25000 138581.25| 15.50000 150737.50| 19.00000 184775.00
FACE PANELS, CONCRETE | | |
0272 731-93946 9725.000 SFT | 11.00000 106975.00| 7.00000 68075.00| 10.00000 97250.00
WALL ERECTION | | |
0273 731-93947 524.000 LFT | 26.00000 13624.00| 30.50000 15982.00| 15.00000 7860.00
LEVELING PAD, CONCRETE | | |
0274 801-03290 6.000 EACH | 498.00000 2988.00| 275.00000 1650.00| 300.00000 1800.00
CONSTRUCTION SIGN, C | | |
0276 801-06640 55.000 EACH | 295.00000 16225.00| 185.00000 10175.00| 200.00000 11000.00
CONSTRUCTION SIGN, A | | |
0277 801-06645 4.000 EACH | 120.00000 480.00| 60.00000 240.00| 65.00000 260.00
CONSTRUCTION SIGN, B | | |
0278 801-06775 LUMP | 10000.00000 10000.00| 7500.00000 7500.00| 60000.00000 60000.00
MAINTAINING TRAFFIC | | |
0279 801-07119 420.000 LFT | 15.00000 6300.00| 25.00000 10500.00| 25.00000 10500.00
BARRICADE, III-B | | |
0280 801-07120 72.000 LFT | 59.95000 4316.40| 65.00000 4680.00| 70.00000 5040.00
BARRICADE, III, PERMANENT | | |
0281 802-05701 96.000 LFT | 12.00000 1152.00| 10.96000 1052.16| 12.00000 1152.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0282 802-09838 37.500 SFT | 25.00000 937.50| 17.00000 637.50| 18.00000 675.00
SIGN, SHEET, WITH LEGEND 0.080 IN. | | |
THICKNESS | | |
0283 805-06592 130.000 LFT | 18.00000 2340.00| 15.00000 1950.00| 13.00000 1690.00
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 180 -9
TABULATION OF BIDS
CALL ORDER : 180 CONTRACT ID : IR-30983-A COUNTIES : GIBSON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1878024 |( 3 ) 35-1875662
|GOHMANN ASPHALT & CONSTR INC |RAGLE INC |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0284 808-06712 1304.000 LFT | 0.20000 260.80| 0.28000 365.12| 0.30000 391.20
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0285 808-06713 14119.000 LFT | 0.13000 1835.47| 0.28000 3953.32| 0.30000 4235.70
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0286 808-06714 3500.000 LFT | 0.14000 490.00| 0.28000 980.00| 0.30000 1050.00
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0287 808-06726 59.000 LFT | 2.55000 150.45| 2.90000 171.10| 3.00000 177.00
TRANSVERSE MARKINGS, PAINT, STOP LINE, | | |
24 IN. | | |
0299 303-08210 350.000 TON | 28.00000 9800.00| 25.00000 8750.00| 23.00000 8050.00
COMPACTED AGGREGATE NO. 53, TEMPORARY | | |
FOR DRIVEWAYS | | |
0300 801-04308 12.000 EACH | 650.00000 7800.00| 395.00000 4740.00| 400.00000 4800.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0302 709-51821 LUMP | 2520.00000 2520.00| 2520.00000 2520.00| 2400.00000 2400.00
SURFACE SEAL , STR 1 | | |
0303 709-51821 LUMP | 2232.50000 2232.50| 2232.30000 2232.30| 2400.00000 2400.00
SURFACE SEAL , STR 2 | | |
0305 709-51821 LUMP | 2150.50000 2150.50| 2152.50000 2152.50| 2400.00000 2400.00
SURFACE SEAL , STR 3 | | |
SECTION TOTALS | $ 10,474,000.00| $ 10,511,044.70| $ 10,607,387.85
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0003 NEW ROAD CONSTRUCTION
| | |
0288 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0289 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0290 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0291 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0292 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, PCCP | | |
0293 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0294 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0295 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
SECTION TOTALS | $ 8.00| $ 8.00| $ 8.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 10,474,008.00| $ 10,511,052.70| $ 10,607,395.85
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 180 -10
TABULATION OF BIDS
CALL ORDER : 180 CONTRACT ID : IR-30983-A COUNTIES : GIBSON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 05-0558668 |( )
|E & B PAVING INC |WEDDLE BROTHERS HIGHWAY GROU |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 HMA OPTION
| | |
SECTION TOTALS | $ | $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0002 PCCP OPTION
| | |
0144 105-06845 LUMP | 50776.18000 50776.18| 99210.00000 99210.00|
CONSTRUCTION ENGINEERING | | |
0145 105-08520 3.000 EACH | 110.00000 330.00| 222.70000 668.10|
CELLULAR TELEPHONE/RADIO | | |
0146 105-08521 60.000 MOS | 40.00000 2400.00| 73.96000 4437.60|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0147 110-01001 LUMP | 514049.58000 514049.58| 559000.00000 559000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0148 201-52370 LUMP | 36925.00000 36925.00| 243500.00000 243500.00|
CLEARING RIGHT OF WAY | | |
0150 202-03000 LUMP | 19839.00000 19839.00| 22058.39000 22058.39|
HOUSES AND BUILDINGS, REMOVE , PARCEL 9 | | |
0151 202-03135 375.000 SFT | 6.12000 2295.00| 4.04000 1515.00|
REGULATED ASBESTOS CONTAINING MATERIALS | | |
REMOVE | | |
0152 203-02000 256948.000 CYS | 3.88000 996958.24| 3.90000 1002097.20|
EXCAVATION, COMMON | | |
0153 203-02020 2540.000 CYS | 6.53000 16586.20| 5.80000 14732.00|
EXCAVATION, UNCLASSIFIED | | |
0154 203-02070 112197.000 CYS | 5.25000 589034.25| 4.25000 476837.25|
BORROW | | |
0155 203-51196 310.000 LFT | 153.00000 47430.00| 262.64000 81418.40|
CORED HOLE IN ROCK 21" Diameter | | |
0156 204-02290 2.000 EACH | 938.40000 1876.80| 927.37000 1854.74|
SETTLEMENT PLATE | | |
0157 205-02236 17.000 EACH | 122.40000 2080.80| 92.54000 1573.18|
TEMPORARY EROSION AND SEDIMENT CONTROL, | | |
DROP INLET PROTECTION | | |
0159 205-06930 21.000 TON | 96.90000 2034.90| 72.33000 1518.93|
SPLASHPAD, RIPRAP | | |
0160 205-06931 963.000 TON | 40.80000 39290.40| 41.92000 40368.96|
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0161 205-06933 10.000 EACH | 122.40000 1224.00| 122.98000 1229.80|
TEMPORARY DITCH INLET PROTECTION | | |
0162 205-06935 5.000 EACH | 3723.00000 18615.00| 6800.00000 34000.00|
TEMPORARY SEDIMENT BASIN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 180 -11
TABULATION OF BIDS
CALL ORDER : 180 CONTRACT ID : IR-30983-A COUNTIES : GIBSON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 05-0558668 |( )
|E & B PAVING INC |WEDDLE BROTHERS HIGHWAY GROU |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0163 205-06936 273.000 TON | 47.94000 13087.62| 45.95000 12544.35|
TEMPORARY SEDIMENT TRAP | | |
0164 205-06937 21166.000 LFT | 1.18000 24975.88| 2.26000 47835.16|
TEMPORARY SILT FENCE | | |
0165 205-06938 723.000 LFT | 16.32000 11799.36| 21.08000 15240.84|
TEMPORARY SLOPE DRAIN | | |
0166 207-08262 112509.000 SYS | 6.07000 682929.63| 2.85000 320650.65|
SUBGRADE TREATMENT, TYPE I | | |
0167 207-08266 2202.000 SYS | 1.73000 3809.46| 8.93000 19663.86|
SUBGRADE TREATMENT, TYPE III | | |
0168 207-08267 675.000 SYS | 10.10000 6817.50| 17.32000 11691.00|
SUBGRADE TREATMENT, TYPE IIIA | | |
0169 208-02046 2.000 EACH | 1683.00000 3366.00| 2324.38000 4648.76|
GRADING IN GORE AREA | | |
0170 211-02050 8163.000 CYS | 19.74000 161137.62| 19.05000 155505.15|
B BORROW | | |
0171 211-06467 185.500 CYS | 41.31000 7663.01| 71.44000 13252.12|
AGGREGATE FOR END BENT BACKFILL | | |
0172 211-07454 286.000 CYS | 24.99000 7147.14| 31.38000 8974.68|
STRUCTURE BACKFILL | | |
0173 211-07454 308.000 CYS | 30.60000 9424.80| 30.12000 9276.96|
STRUCTURE BACKFILL Underdrains | | |
0174 211-09264 586.000 CYS | 27.80000 16290.80| 20.75000 12159.50|
STRUCTURE BACKFILL, TYPE 1 | | |
0175 211-09265 1199.000 CYS | 45.39000 54422.61| 52.20000 62587.80|
STRUCTURE BACKFILL, TYPE 2 | | |
0176 211-09266 7368.000 CYS | 19.74000 145444.32| 20.50000 151044.00|
STRUCTURE BACKFILL, TYPE 3 | | |
0177 215-07043 5000.000 SYS | 4.79000 23950.00| 4.49000 22450.00|
CHEMICAL MODIFICATION, SOILS | | |
0178 301-07448 10275.000 TON | 22.75000 233756.25| 22.50000 231187.50|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0179 302-06464 17580.000 CYS | 33.11000 582073.80| 47.80000 840324.00|
SUBBASE FOR PCCP | | |
0180 302-07455 129.000 CYS | 66.30000 8552.70| 90.81000 11714.49|
DENSE GRADED SUBBASE | | |
0181 303-01180 16100.000 TON | 21.41000 344701.00| 19.90000 320390.00|
COMPACTED AGGREGATE, NO. 53 | | |
0182 303-01180 1224.000 TON | 23.01000 28164.24| 25.06000 30673.44|
COMPACTED AGGREGATE, NO. 53 For Drives | | |
0183 306-08043 178.000 SYS | 20.46000 3641.88| 15.66000 2787.48|
MILLING, TRANSITION | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 180 -12
TABULATION OF BIDS
CALL ORDER : 180 CONTRACT ID : IR-30983-A COUNTIES : GIBSON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 05-0558668 |( )
|E & B PAVING INC |WEDDLE BROTHERS HIGHWAY GROU |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0184 401-07320 2795.000 TON | 63.00000 176085.00| 62.70000 175246.50|
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
0185 401-07389 6665.000 TON | 54.00000 359910.00| 54.20000 361243.00|
QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | |
0186 401-07406 5359.000 TON | 53.50000 286706.50| 55.05000 295012.95|
QC/QA-HMA, 1, 64, BASE, 25.0 mm | | |
0187 402-07432 518.000 TON | 62.25000 32245.50| 67.49000 34959.82|
HMA SURFACE, TYPE A | | |
0188 402-07435 1554.000 TON | 55.25000 85858.50| 57.90000 89976.60|
HMA INTERMEDIATE, TYPE A | | |
0189 406-05520 17.300 TON | 400.00000 6920.00| 2759.06000 47731.74|
ASPHALT FOR TACK COAT | | |
0190 501-03489 168.000 EACH | 15.00000 2520.00| 10.44000 1753.92|
TIE BAR, RETROFIT | | |
0191 501-06266 LUMP | 6166.69000 6166.69| 2610.00000 2610.00|
PROFILOGRAPH, PCCP | | |
0192 501-06727 LUMP | 4168.16000 4168.16| 2610.00000 2610.00|
CORING, PCCP | | |
0193 501-08196 48296.000 SYS | 29.97000 1447431.12| 30.20000 1458539.20|
QC/QA-PCCP, 12.5 IN. | | |
0194 501-09107 11474.000 SYS | 24.10000 276523.40| 24.05000 275949.70|
QC/QA-PCCP, 9 IN. | | |
0195 503-05240 34050.000 LFT | 9.01000 306790.50| 8.45000 287722.50|
D-1 CONTRACTION JOINT | | |
0196 503-05310 357.000 LFT | 155.96000 55677.72| 125.00000 44625.00|
TERMINAL JOINT | | |
0197 601-01522 10.000 EACH | 2244.00000 22440.00| 1905.30000 19053.00|
GUARDRAIL TRANSITION TYPE TGB | | |
0198 601-01626 2.000 EACH | 1836.00000 3672.00| 1560.78000 3121.56|
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 2 | | |
0199 601-94689 7.000 EACH | 2856.00000 19992.00| 2500.38000 17502.66|
GUARDRAIL END TREATMENT, OS | | |
0200 601-94690 3.000 EACH | 3876.00000 11628.00| 3544.38000 10633.14|
GUARDRAIL END TREATMENT, MS | | |
0201 601-99105 1950.000 LFT | 19.38000 37791.00| 21.25000 41437.50|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0202 601-99108 744.000 LFT | 25.50000 18972.00| 31.42000 23376.48|
GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | |
3 IN. SPACING | | |
0203 602-06729 20.000 EACH | 10.20000 204.00| 13.05000 261.00|
BARRIER DELINEATOR | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 180 -13
TABULATION OF BIDS
CALL ORDER : 180 CONTRACT ID : IR-30983-A COUNTIES : GIBSON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 05-0558668 |( )
|E & B PAVING INC |WEDDLE BROTHERS HIGHWAY GROU |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0204 603-06040 11656.000 LFT | 5.00000 58280.00| 5.12000 59678.72|
FENCE, FARM FIELD, 47 IN. | | |
0205 606-07485 37545.000 LFT | 0.56000 21025.20| 0.19000 7133.55|
MILLED PCCP SHOULDER CORRUGATIONS | | |
0206 608-05741 55590.000 LFT | 0.47000 26127.30| 0.51000 28350.90|
WICK DRAIN | | |
0207 608-05742 6724.000 CYS | 22.13000 148802.12| 17.33000 116526.92|
DRAINAGE BLANKET | | |
0208 609-06259 758.400 SYS | 75.48000 57244.03| 83.13000 63045.79|
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0209 610-07486 201.000 TON | 92.00000 18492.00| 92.92000 18676.92|
HMA FOR APPROACHES, TYPE A | | |
0210 611-06497 3.000 EACH | 153.00000 459.00| 130.50000 391.50|
MAILBOX ASSEMBLY, SINGLE | | |
0211 615-06490 24.000 EACH | 142.80000 3427.20| 120.06000 2881.44|
RIGHT OF WAY MARKER | | |
0212 615-06505 5.000 EACH | 612.00000 3060.00| 621.18000 3105.90|
MONUMENT, B | | |
0213 615-06510 17.000 EACH | 357.00000 6069.00| 516.78000 8785.26|
MONUMENT, C | | |
0214 615-06515 13.000 EACH | 204.00000 2652.00| 130.50000 1696.50|
MONUMENT, D | | |
0215 615-06527 2.000 EACH | 408.00000 816.00| 516.78000 1033.56|
MONUMENT, SECTION CORNER | | |
0216 616-02320 7240.000 SYS | 1.38000 9991.20| 1.63000 11801.20|
GEOTEXTILES | | |
0217 616-05688 2255.000 TON | 36.72000 82803.60| 29.27000 66003.85|
RIPRAP, CLASS 1 | | |
0218 616-06405 1759.000 TON | 36.72000 64590.48| 29.59000 52048.81|
RIPRAP, REVETMENT | | |
0219 621-01004 4.000 EACH | 729.30000 2917.20| 746.46000 2985.84|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0220 621-06545 45.500 TON | 504.90000 22972.95| 516.78000 23513.49|
FERTILIZER | | |
0221 621-06553 17308.000 LBS | 4.34000 75116.72| 4.44000 76847.52|
SEED MIXTURE, R | | |
0222 621-06557 7288.000 LBS | 2.55000 18584.40| 2.61000 19021.68|
SEED MIXTURE, T | | |
0223 621-06565 365.000 TON | 255.00000 93075.00| 261.00000 95265.00|
MULCHING MATERIAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 180 -14
TABULATION OF BIDS
CALL ORDER : 180 CONTRACT ID : IR-30983-A COUNTIES : GIBSON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 05-0558668 |( )
|E & B PAVING INC |WEDDLE BROTHERS HIGHWAY GROU |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0224 621-06567 136.000 kGAL | 1.02000 138.72| 1.04000 141.44|
WATER | | |
0225 621-06574 34213.000 SYS | 3.46000 118376.98| 3.10000 106060.30|
SODDING | | |
0226 628-09401 20.000 MOS | 2115.41000 42308.20| 1908.00000 38160.00|
FIELD OFFICE, A | | |
0227 628-09407 40.000 MOS | 196.52000 7860.80| 239.40000 9576.00|
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , TWO EACH | | |
0228 701-06011 6.000 EACH | 377.40000 2264.40| 2245.22000 13471.32|
DYNAMIC PILE LOAD TEST | | |
0229 701-09557 285.000 LFT | 71.40000 20349.00| 37.27000 10621.95|
TEST PILE, DYNAMIC, PRODUCTION | | |
0230 701-09559 6.000 EACH | 1326.00000 7956.00| 1752.98000 10517.88|
TEST PILE, DYNAMIC, RESTRIKE | | |
0231 701-09739 40.000 EACH | 95.37000 3814.80| 95.78000 3831.20|
PILE SHOE, HP 12 X 53 | | |
0232 701-51195 1285.000 LFT | 53.04000 68156.40| 55.35000 71124.75|
PILE, STEEL H, HP 12" X 53 | | |
0233 702-51863 82.000 EACH | 25.50000 2091.00| 12.16000 997.12|
FIELD DRILLED HOLE IN CONCRETE | | |
0234 702-92857 294.300 CYS | 561.00000 165102.30| 475.26000 139869.02|
CONCRETE, C, SUBSTRUCTURE | | |
0235 703-51032 163299.000 LBS | 0.82000 133905.18| 0.91000 148602.09|
REINFORCING STEEL, EPOXY COATED | | |
0236 704-51002 274.200 CYS | 714.00000 195778.80| 745.80000 204498.36|
CONCRETE, C, SUPERSTRUCTURE | | |
0237 706-05732 12.000 EACH | 1504.50000 18054.00| 1821.06000 21852.72|
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0238 706-05732 2.000 EACH | 2550.00000 5100.00| 2162.51000 4325.02|
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
, MODIFIED | | |
0239 706-51020 44.300 CYS | 260.10000 11522.43| 615.46000 27264.88|
CONCRETE, C, RAILING | | |
0240 706-92612 182.000 LFT | 142.80000 25989.60| 186.35000 33915.70|
RAILING, CONCRETE, C, MODIFIED | | |
0241 707-05984 882.000 LFT | 140.00000 123480.00| 172.00000 151704.00|
STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | |
III, 45 IN. X 16 IN. | | |
0242 707-05985 404.000 LFT | 211.00000 85244.00| 296.00000 119584.00|
STRUCTURAL MEMBERS, CONCRETE I-BEAM, IV | | |
54 IN. X 20 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 180 -15
TABULATION OF BIDS
CALL ORDER : 180 CONTRACT ID : IR-30983-A COUNTIES : GIBSON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 05-0558668 |( )
|E & B PAVING INC |WEDDLE BROTHERS HIGHWAY GROU |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0244 714-01366 36.000 LFT | 540.60000 19461.60| 645.77000 23247.72|
CULVERT, PRECAST, REINFORCED CONCRETE | | |
BOX, 10' X 4' | | |
0245 714-26703 62.000 LFT | 275.40000 17074.80| 340.11000 21086.82|
CULVERT, PRECAST, REINFORCED CONCRETE | | |
BOX, 6' X 4' | | |
0246 714-26726 388.000 LFT | 816.00000 316608.00| 858.39000 333055.32|
CULVERT, PRECAST, REINFORCED CONCRETE | | |
BOX, 12' X 8' | | |
0247 714-93638 266.000 LFT | 244.80000 65116.80| 335.53000 89250.98|
CULVERT, PRECAST, REINFORCED CONCRETE | | |
BOX, 5' X 4' | | |
0248 714-94664 46.000 LFT | 214.20000 9853.20| 320.28000 14732.88|
CULVERT, PRECAST, REINFORCED CONCRETE | | |
BOX, 3' X 3' | | |
0249 715-02628 5.000 EACH | 729.30000 3646.50| 675.54000 3377.70|
SAFETY METAL END SECTION, 6:1, 15 IN. | | |
0250 715-05019 78.000 LFT | 61.20000 4773.60| 77.47000 6042.66|
PIPE, TYPE 1, CIRCULAR, 36 IN. | | |
0251 715-05048 34879.000 LFT | 2.50000 87197.50| 2.88000 100451.52|
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0252 715-05053 3843.000 LFT | 15.30000 58797.90| 14.05000 53994.15|
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0253 715-05121 50.000 LFT | 45.90000 2295.00| 54.27000 2713.50|
PIPE, TYPE 1, CIRCULAR, 18 IN. | | |
0254 715-05123 160.000 LFT | 51.00000 8160.00| 52.03000 8324.80|
PIPE, TYPE 1, CIRCULAR, 24 IN. | | |
0255 715-05151 1562.000 LFT | 30.60000 47797.20| 31.05000 48500.10|
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0256 715-05169 318.000 LFT | 32.64000 10379.52| 38.10000 12115.80|
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0257 715-05407 516.000 LFT | 6.63000 3421.08| 8.60000 4437.60|
PIPE, END BENT DRAIN, 6 IN. | | |
0258 715-09064 1664.000 LFT | 1.84000 3061.76| 1.57000 2612.48|
VIDEO INSPECTION FOR PIPE | | |
0259 715-09389 400.000 LFT | 25.50000 10200.00| 17.37000 6948.00|
PIPE, DRAINTILE, 10 IN. | | |
0260 715-46005 22.000 EACH | 255.00000 5610.00| 463.50000 10197.00|
PIPE END SECTION, 15 IN. | | |
0261 715-46010 2.000 EACH | 306.00000 612.00| 415.52000 831.04|
PIPE END SECTION, 18 IN. | | |
0262 715-46020 6.000 EACH | 423.30000 2539.80| 718.93000 4313.58|
PIPE END SECTION, 24 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 180 -16
TABULATION OF BIDS
CALL ORDER : 180 CONTRACT ID : IR-30983-A COUNTIES : GIBSON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 05-0558668 |( )
|E & B PAVING INC |WEDDLE BROTHERS HIGHWAY GROU |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0263 715-46040 2.000 EACH | 816.00000 1632.00| 915.63000 1831.26|
PIPE END SECTION, 36 IN. | | |
0264 715-90833 400.000 LFT | 25.50000 10200.00| 17.37000 6948.00|
PIPE, DRAINTILE, 8 IN | | |
0265 715-90834 400.000 LFT | 26.52000 10608.00| 17.97000 7188.00|
PIPE, DRAINTILE, 12 IN. | | |
0266 718-06528 61.000 EACH | 561.00000 34221.00| 621.18000 37891.98|
OUTLET PROTECTOR, 1 | | |
0267 718-06532 6500.000 LFT | 0.92000 5980.00| 1.04000 6760.00|
VIDEO INSPECTION FOR UNDERDRAINS | | |
0268 718-52610 3140.000 CYS | 32.64000 102489.60| 29.87000 93791.80|
AGGREGATE FOR UNDERDRAINS | | |
0269 718-99153 23893.000 SYS | 0.82000 19592.26| 0.43000 10273.99|
GEOTEXTILES FOR UNDERDRAIN | | |
0270 720-45065 17.000 EACH | 3264.00000 55488.00| 2746.78000 46695.26|
INLET, N12 | | |
0271 731-93945 9725.000 SFT | 14.94000 145291.50| 15.29000 148695.25|
FACE PANELS, CONCRETE | | |
0272 731-93946 9725.000 SFT | 7.34000 71381.50| 7.71000 74979.75|
WALL ERECTION | | |
0273 731-93947 524.000 LFT | 30.60000 16034.40| 47.55000 24916.20|
LEVELING PAD, CONCRETE | | |
0274 801-03290 6.000 EACH | 507.96000 3047.76| 287.10000 1722.60|
CONSTRUCTION SIGN, C | | |
0276 801-06640 55.000 EACH | 300.90000 16549.50| 193.14000 10622.70|
CONSTRUCTION SIGN, A | | |
0277 801-06645 4.000 EACH | 122.40000 489.60| 62.64000 250.56|
CONSTRUCTION SIGN, B | | |
0278 801-06775 LUMP | 12750.00000 12750.00| 24842.48000 24842.48|
MAINTAINING TRAFFIC | | |
0279 801-07119 420.000 LFT | 15.30000 6426.00| 26.10000 10962.00|
BARRICADE, III-B | | |
0280 801-07120 72.000 LFT | 61.15000 4402.80| 67.86000 4885.92|
BARRICADE, III, PERMANENT | | |
0281 802-05701 96.000 LFT | 19.38000 1860.48| 11.44000 1098.24|
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0282 802-09838 37.500 SFT | 22.44000 841.50| 17.75000 665.63|
SIGN, SHEET, WITH LEGEND 0.080 IN. | | |
THICKNESS | | |
0283 805-06592 130.000 LFT | 12.44000 1617.20| 5.22000 678.60|
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 180 -17
TABULATION OF BIDS
CALL ORDER : 180 CONTRACT ID : IR-30983-A COUNTIES : GIBSON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 05-0558668 |( )
|E & B PAVING INC |WEDDLE BROTHERS HIGHWAY GROU |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0284 808-06712 1304.000 LFT | 0.20000 260.80| 0.29000 378.16|
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0285 808-06713 14119.000 LFT | 0.13000 1835.47| 0.29000 4094.51|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0286 808-06714 3500.000 LFT | 0.14000 490.00| 0.29000 1015.00|
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0287 808-06726 59.000 LFT | 2.60000 153.40| 3.03000 178.77|
TRANSVERSE MARKINGS, PAINT, STOP LINE, | | |
24 IN. | | |
0299 303-08210 350.000 TON | 23.01000 8053.50| 34.42000 12047.00|
COMPACTED AGGREGATE NO. 53, TEMPORARY | | |
FOR DRIVEWAYS | | |
0300 801-04308 12.000 EACH | 663.00000 7956.00| 412.38000 4948.56|
ROAD CLOSURE SIGN ASSEMBLY | | |
0302 709-51821 LUMP | 2570.40000 2570.40| 4653.02000 4653.02|
SURFACE SEAL , STR 1 | | |
0303 709-51821 LUMP | 3500.00000 3500.00| 4197.37000 4197.37|
SURFACE SEAL , STR 2 | | |
0305 709-51821 LUMP | 3500.00000 3500.00| 3403.28000 3403.28|
SURFACE SEAL , STR 3 | | |
SECTION TOTALS | $ 10,856,430.00| $ 11,155,749.20| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0003 NEW ROAD CONSTRUCTION
| | |
0288 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0289 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0290 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0291 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0292 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, PCCP | | |
0293 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0294 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0295 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PROJECT ESTIMATE ADJUSTMENT | | |
SECTION TOTALS | $ 8.00| $ 8.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 10,856,438.00| $ 11,155,757.20| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 190 -1
VENDOR RANKING
CALL ORDER : 190 CONTRACT ID : IR-31358-A COUNTIES : MARION
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : INTERCHANGE MODIFICATION AND NEW BRIDGES COMPLETION DATE : 06/30/12
LOCATION : ON I-465 AT I-74 PROJECT(S) : 0600650
0600652
0600655
OTHERS
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 99-9996209 WALSH CONSTRUCTION CO/E & B PAVING J/V $ 65,145,473.99 100.0000%
2 99-9996114 RIETH RILEY/BEATY CONSTRUCTION J/V $ 66,420,953.00 101.9579%
3 31-1023518 KOKOSING CONSTRUCTION CO INC $ 70,668,428.22 108.4779%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 190 -2
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-31358-A COUNTIES : MARION
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 99-9996209 |( 2 ) 99-9996114 |( 3 ) 31-1023518
|WALSH CONSTRUCTION CO/E & B |RIETH RILEY/BEATY CONSTRUCTI |KOKOSING CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT, CONCRETE
| | |
0001 109-08359 0.200 DOL | 1.00000 0.20| 1.00000 0.20| 1.00000 0.20
LIQUIDATED DAMAGES | | |
0002 109-08360 0.200 DOL | 1.00000 0.20| 1.00000 0.20| 1.00000 0.20
CONTRACT LIENS | | |
0003 109-08442 0.200 DOL | 1.00000 0.20| 1.00000 0.20| 1.00000 0.20
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0004 109-08443 0.200 DOL | 1.00000 0.20| 1.00000 0.20| 1.00000 0.20
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 0.200 DOL | 1.00000 0.20| 1.00000 0.20| 1.00000 0.20
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 109-08463 0.200 DOL | 1.00000 0.20| 1.00000 0.20| 1.00000 0.20
PROJECT ESTIMATE ADJUSTMENT | | |
0007 202-51330 LUMP | 228230.11000 228230.11| 215000.00000 215000.00| 190000.00000 190000.00
PRESENT STRUCTURE, REMOVE , STR NO 1 | | |
0008 202-51330 LUMP | 228230.11000 228230.11| 255000.00000 255000.00| 144000.00000 144000.00
PRESENT STRUCTURE, REMOVE , STR NO 2 | | |
0009 203-02000 3403.000 CYS | 9.92000 33757.76| 8.00000 27224.00| 24.00000 81672.00
EXCAVATION, COMMON | | |
0010 211-06467 366.000 CYS | 24.59000 8999.94| 36.50000 13359.00| 60.00000 21960.00
AGGREGATE FOR END BENT BACKFILL | | |
0011 302-07455 251.000 CYS | 44.53000 11177.03| 47.00000 11797.00| 70.00000 17570.00
DENSE GRADED SUBBASE | | |
0012 503-05310 388.000 LFT | 128.64000 49912.32| 215.59000 83648.92| 105.00000 40740.00
TERMINAL JOINT | | |
0013 602-06729 44.000 EACH | 15.00000 660.00| 12.50000 550.00| 7.00000 308.00
BARRIER DELINEATOR | | |
0014 609-06262 1504.000 SYS | 58.53000 88029.12| 76.00000 114304.00| 75.00000 112800.00
REINFORCED CONCRETE BRIDGE APPROACH, 14 | | |
IN. | | |
0015 616-02320 8052.000 SYS | 1.14000 9179.28| 2.00000 16104.00| 1.00000 8052.00
GEOTEXTILES | | |
0016 616-05688 4048.000 TON | 23.81000 96382.88| 28.00000 113344.00| 35.00000 141680.00
RIPRAP, CLASS 1 | | |
0017 616-06405 2684.000 TON | 19.11000 51291.24| 21.50000 57706.00| 22.00000 59048.00
RIPRAP, REVETMENT | | |
0018 701-05779 LUMP | 37143.18000 37143.18| 90000.00000 90000.00| 80000.00000 80000.00
FURNISHING DRILLED SHAFT DRILLING | | |
EQUIPMENT , STR NO 1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 190 -3
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-31358-A COUNTIES : MARION
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 99-9996209 |( 2 ) 99-9996114 |( 3 ) 31-1023518
|WALSH CONSTRUCTION CO/E & B |RIETH RILEY/BEATY CONSTRUCTI |KOKOSING CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 701-05779 LUMP | 37143.18000 37143.18| 90000.00000 90000.00| 80000.00000 80000.00
FURNISHING DRILLED SHAFT DRILLING | | |
EQUIPMENT , STR NO 2 | | |
0020 701-05780 1592.600 CYS | 266.39000 424252.71| 335.00000 533521.00| 350.00000 557410.00
DRILLED SHAFT CONCRETE , 72 IN DIAMETER | | |
0021 701-05781 1688.000 CYS | 250.75000 423266.00| 275.00000 464200.00| 200.00000 337600.00
UNCLASSIFIED SHAFT EXCAVATION | | |
0022 701-05782 100.000 CYS | 550.00000 55000.00| 600.00000 60000.00| 500.00000 50000.00
UNCLASSIFIED EXTRA DEPTH EXCAVATION | | |
0023 701-05783 60.000 HRS | 750.00000 45000.00| 1050.00000 63000.00| 1300.00000 78000.00
OBSTRUCTIONS | | |
0024 701-05784 83.000 LFT | 165.79000 13760.57| 180.00000 14940.00| 380.00000 31540.00
TRIAL SHAFT HOLES | | |
0025 701-05785 200.000 LFT | 168.90000 33780.00| 202.50000 40500.00| 200.00000 40000.00
EXPLORATION (SHAFT EXCAVATION) | | |
0026 701-05787 LUMP | 3178.57000 3178.57| 23500.00000 23500.00| 25000.00000 25000.00
INSTRUMENTATION, INTEGRITY TESTING AND | | |
DATA COLLECTION , STR NO 1 | | |
0027 701-05787 LUMP | 3178.57000 3178.57| 23500.00000 23500.00| 25000.00000 25000.00
INSTRUMENTATION, INTEGRITY TESTING AND | | |
DATA COLLECTION , STR NO 2 | | |
0028 701-06011 4.000 EACH | 2527.44000 10109.76| 2075.00000 8300.00| 1000.00000 4000.00
DYNAMIC PILE LOAD TEST | | |
0029 701-09557 274.000 LFT | 46.52000 12746.48| 70.00000 19180.00| 53.00000 14522.00
TEST PILE, DYNAMIC, PRODUCTION | | |
0030 701-09559 4.000 EACH | 1516.46000 6065.84| 2075.00000 8300.00| 190.00000 760.00
TEST PILE, DYNAMIC, RESTRIKE | | |
0031 701-09770 61.000 EACH | 121.15000 7390.15| 130.00000 7930.00| 150.00000 9150.00
PILE SHOE, HP 14 X 73 | | |
0032 701-93575 3455.000 LFT | 39.58000 136748.90| 60.00000 207300.00| 53.00000 183115.00
PILE, STEEL H, HP 14" X 73 | | |
0033 702-51005 1264.500 CYS | 372.89000 471519.41| 545.00000 689152.50| 550.00000 695475.00
CONCRETE, A, SUBSTRUCTURE | | |
0034 702-51100 1214.000 LBS | 4.32000 5244.48| 4.25000 5159.50| 3.00000 3642.00
DRAIN PIPE, CAST IRON, 6 IN. | | |
0035 702-51110 1932.000 LBS | 2.51000 4849.32| 2.00000 3864.00| 2.50000 4830.00
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0036 703-01540 2106.000 EACH | 21.28000 44815.68| 14.00000 29484.00| 17.50000 36855.00
THREADED TIE BAR ASSEMBLY | | |
0037 703-06028 221827.000 LBS | 0.60000 133096.20| 0.65000 144187.55| 0.73000 161933.71
REINFORCING BARS | | |
0038 703-06029 688409.000 LBS | 0.68000 468118.12| 0.73000 502538.57| 0.85000 585147.65
REINFORCING BARS, EPOXY COATED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 190 -4
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-31358-A COUNTIES : MARION
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 99-9996209 |( 2 ) 99-9996114 |( 3 ) 31-1023518
|WALSH CONSTRUCTION CO/E & B |RIETH RILEY/BEATY CONSTRUCTI |KOKOSING CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 703-97936 2724.000 EACH | 22.41000 61044.84| 16.00000 43584.00| 17.50000 47670.00
THREADED TIE BAR ASSEMBLY, EPOXY COATED | | |
0040 704-08088 2691.800 CYS | 347.74000 936046.53| 440.00000 1184392.00| 400.00000 1076720.00
QC/QA-CONCRETE, SUPERSTRUCTURE, MODIFIE | | |
0041 706-51020 43.600 CYS | 271.63000 11843.07| 320.60000 13978.16| 350.00000 15260.00
CONCRETE, C, RAILING | | |
0042 706-94947 171.700 CYS | 180.45000 30983.27| 320.60000 55047.02| 325.00000 55802.50
RAILING, CONCRETE, C, MODIFIED | | |
0043 707-09772 6756.000 LFT | 200.00000 1351200.00| 340.00000 2297040.00| 250.00000 1689000.00
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 78 IN. X 49 IN. | | |
0044 709-07733 LUMP | 5940.00000 5940.00| 5940.00000 5940.00| 5940.00000 5940.00
ANTI-GRAFFITI COAT , STR NO 1 | | |
0045 709-07733 LUMP | 5810.00000 5810.00| 5810.00000 5810.00| 5810.00000 5810.00
ANTI-GRAFFITI COAT , STR NO 2 | | |
0046 709-51821 LUMP | 8640.00000 8640.00| 10470.00000 10470.00| 10470.00000 10470.00
SURFACE SEAL , STR NO 1 | | |
0047 709-51821 LUMP | 8170.00000 8170.00| 10000.00000 10000.00| 10000.00000 10000.00
SURFACE SEAL , STR NO 2 | | |
0048 711-51070 76.000 EACH | 85.41000 6491.16| 80.00000 6080.00| 90.00000 6840.00
ANCHOR PLATE, AP 1 | | |
0049 715-05407 470.000 LFT | 6.93000 3257.10| 3.75000 1762.50| 16.00000 7520.00
PIPE, END BENT DRAIN, 6 IN. | | |
0050 728-98377 LUMP | 37530.00000 37530.00| 41100.00000 41100.00| 41100.00000 41100.00
MASONRY COATING , STR NO 1 | | |
0051 728-98377 LUMP | 35510.00000 35510.00| 42198.66000 42198.66| 39080.00000 39080.00
MASONRY COATING , STR NO 2 | | |
SECTION TOTALS | $ 5,684,724.08| $ 7,653,997.58| $ 6,833,024.06
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0002 BRIDGE REPLACEMENT, STEEL
| | |
0052 109-08359 0.200 DOL | | |
LIQUIDATED DAMAGES | | |
0053 109-08360 0.200 DOL | | |
CONTRACT LIENS | | |
0054 109-08442 0.200 DOL | | |
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0055 109-08443 0.200 DOL | | |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0056 109-08444 0.200 DOL | | |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 190 -5
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-31358-A COUNTIES : MARION
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 99-9996209 |( 2 ) 99-9996114 |( 3 ) 31-1023518
|WALSH CONSTRUCTION CO/E & B |RIETH RILEY/BEATY CONSTRUCTI |KOKOSING CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 109-08463 0.200 DOL | | |
PROJECT ESTIMATE ADJUSTMENT | | |
0058 202-51330 LUMP | | |
PRESENT STRUCTURE, REMOVE , STR NO 1 | | |
0059 202-51330 LUMP | | |
PRESENT STRUCTURE, REMOVE , STR NO 2 | | |
0060 203-02000 3198.000 CYS | | |
EXCAVATION, COMMON | | |
0061 211-06467 274.000 CYS | | |
AGGREGATE FOR END BENT BACKFILL | | |
0062 302-07455 251.000 CYS | | |
DENSE GRADED SUBBASE | | |
0063 503-05310 388.000 LFT | | |
TERMINAL JOINT | | |
0064 602-06729 44.000 EACH | | |
BARRIER DELINEATOR | | |
0065 609-06262 1504.000 SYS | | |
REINFORCED CONCRETE BRIDGE APPROACH, 14 | | |
IN. | | |
0066 616-02320 7934.000 SYS | | |
GEOTEXTILES | | |
0067 616-05688 4048.000 TON | | |
RIPRAP, CLASS 1 | | |
0068 616-06405 2684.000 TON | | |
RIPRAP, REVETMENT | | |
0069 619-09437 8354.000 SFT | | |
PAINT STEEL BRIDGE, PARTIAL, TYPE 1 | | |
0070 701-05779 LUMP | | |
FURNISHING DRILLED SHAFT DRILLING | | |
EQUIPMENT , STR NO 1 | | |
0071 701-05779 LUMP | | |
FURNISHING DRILLED SHAFT DRILLING | | |
EQUIPMENT , STR NO 2 | | |
0072 701-05780 1592.600 CYS | | |
DRILLED SHAFT CONCRETE , 72 IN DIAMETER | | |
0073 701-05781 1688.000 CYS | | |
UNCLASSIFIED SHAFT EXCAVATION | | |
0074 701-05782 100.000 CYS | | |
UNCLASSIFIED EXTRA DEPTH EXCAVATION | | |
0075 701-05783 60.000 HRS | | |
OBSTRUCTIONS | | |
0076 701-05784 83.000 LFT | | |
TRIAL SHAFT HOLES | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 190 -6
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-31358-A COUNTIES : MARION
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 99-9996209 |( 2 ) 99-9996114 |( 3 ) 31-1023518
|WALSH CONSTRUCTION CO/E & B |RIETH RILEY/BEATY CONSTRUCTI |KOKOSING CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0077 701-05785 200.000 LFT | | |
EXPLORATION (SHAFT EXCAVATION) | | |
0078 701-05787 LUMP | | |
INSTRUMENTATION, INTEGRITY TESTING AND | | |
DATA COLLECTION , STR NO 1 | | |
0079 701-05787 LUMP | | |
INSTRUMENTATION, INTEGRITY TESTING AND | | |
DATA COLLECTION , STR NO 2 | | |
0080 701-06011 4.000 EACH | | |
DYNAMIC PILE LOAD TEST | | |
0081 701-09557 253.000 LFT | | |
TEST PILE, DYNAMIC, PRODUCTION | | |
0082 701-09559 4.000 EACH | | |
TEST PILE, DYNAMIC, RESTRIKE | | |
0083 701-09770 63.000 EACH | | |
PILE SHOE, HP 14 X 73 | | |
0084 701-93575 3148.000 LFT | | |
PILE, STEEL H, HP 14" X 73 | | |
0085 702-51005 1269.300 CYS | | |
CONCRETE, A, SUBSTRUCTURE | | |
0086 702-51100 1028.000 LBS | | |
DRAIN PIPE, CAST IRON, 6 IN. | | |
0087 702-51110 1932.000 LBS | | |
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0088 703-01540 2196.000 EACH | | |
THREADED TIE BAR ASSEMBLY | | |
0089 703-06028 216339.000 LBS | | |
REINFORCING BARS | | |
0090 703-06029 774571.000 LBS | | |
REINFORCING BARS, EPOXY COATED | | |
0091 703-97936 2772.000 EACH | | |
THREADED TIE BAR ASSEMBLY, EPOXY COATED | | |
0092 704-08088 2283.200 CYS | | |
QC/QA-CONCRETE, SUPERSTRUCTURE, MODIFIE | | |
0093 706-51020 42.800 CYS | | |
CONCRETE, C, RAILING | | |
0094 706-94947 171.700 CYS | | |
RAILING, CONCRETE, C, MODIFIED | | |
0095 709-07733 LUMP | | |
ANTI-GRAFFITI COAT , STR NO 1 | | |
0096 709-07733 LUMP | | |
ANTI-GRAFFITI COAT , STR NO 2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 190 -7
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-31358-A COUNTIES : MARION
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 99-9996209 |( 2 ) 99-9996114 |( 3 ) 31-1023518
|WALSH CONSTRUCTION CO/E & B |RIETH RILEY/BEATY CONSTRUCTI |KOKOSING CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0097 709-51821 LUMP | | |
SURFACE SEAL , STR NO 1 | | |
0098 709-51821 LUMP | | |
SURFACE SEAL , STR NO 2 | | |
0099 711-51038 LUMP | | |
STRUCTURAL STEEL , STR NO 1 | | |
0100 711-51038 LUMP | | |
STRUCTURAL STEEL , STR NO 2 | | |
0101 715-05407 471.000 LFT | | |
PIPE, END BENT DRAIN, 6 IN. | | |
0102 728-98377 LUMP | | |
MASONRY COATING , STR NO 1 | | |
0103 728-98377 LUMP | | |
MASONRY COATING , STR NO 2 | | |
SECTION TOTALS | $ | $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0003 ADDED TRAVEL LANES
| | |
0104 105-06845 LUMP | 1264534.69000 1264534.69| 315000.00000 315000.00| 550000.00000 550000.00
CONSTRUCTION ENGINEERING | | |
0105 105-08520 3.000 EACH | 150.00000 450.00| 100.00000 300.00| 100.00000 300.00
CELLULAR TELEPHONE/RADIO | | |
0106 105-08521 63.000 MOS | 90.00000 5670.00| 100.00000 6300.00| 70.00000 4410.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0107 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0108 109-08359 0.800 DOL | 1.00000 0.80| 1.00000 0.80| 1.00000 0.80
LIQUIDATED DAMAGES | | |
0109 109-08360 0.800 DOL | 1.00000 0.80| 1.00000 0.80| 1.00000 0.80
CONTRACT LIENS | | |
0110 109-08440 0.100 DOL | 1.00000 0.10| 1.00000 0.10| 1.00000 0.10
QUALITY ADJUSTMENTS, HMA | | |
0111 109-08441 0.500 DOL | 1.00000 0.50| 1.00000 0.50| 1.00000 0.50
QUALITY ADJUSTMENTS, PCCP | | |
0112 109-08442 0.600 DOL | 1.00000 0.60| 1.00000 0.60| 1.00000 0.60
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0113 109-08443 0.300 DOL | 1.00000 0.30| 1.00000 0.30| 1.00000 0.30
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0114 109-08444 0.800 DOL | 1.00000 0.80| 1.00000 0.80| 1.00000 0.80
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 190 -8
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-31358-A COUNTIES : MARION
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 99-9996209 |( 2 ) 99-9996114 |( 3 ) 31-1023518
|WALSH CONSTRUCTION CO/E & B |RIETH RILEY/BEATY CONSTRUCTI |KOKOSING CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0115 109-08463 0.800 DOL | 1.00000 0.80| 1.00000 0.80| 1.00000 0.80
PROJECT ESTIMATE ADJUSTMENT | | |
0116 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0117 110-01001 LUMP | 3258000.00000 3258000.00| 2903732.08000 2903732.08| 3500000.00000 3500000.00
MOBILIZATION AND DEMOBILIZATION | | |
0118 113-01614 LUMP | 15000.00000 15000.00| 15800.00000 15800.00| 15000.00000 15000.00
PARTNERING OVERHEAD | | |
0120 201-52370 LUMP | 988000.00000 988000.00| 29000.00000 29000.00| 350000.00000 350000.00
CLEARING RIGHT OF WAY | | |
0121 202-01000 LUMP | 60000.00000 60000.00| 60000.00000 60000.00| 58000.00000 58000.00
STRUCTURES AND OBSTRUCTIONS, REMOVE | | |
0122 202-01000 LUMP | 50000.00000 50000.00| 20000.00000 20000.00| 24000.00000 24000.00
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |
EXISTING BOX CULVERT | | |
0123 202-01000 LUMP | 837.66000 837.66| 3000.00000 3000.00| 1200.00000 1200.00
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |
PARCEL 12 | | |
0124 202-01000 LUMP | 787.46000 787.46| 1780.00000 1780.00| 2500.00000 2500.00
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |
PARCEL 22 | | |
0125 202-01000 LUMP | 1119.05000 1119.05| 3000.00000 3000.00| 1800.00000 1800.00
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |
PARCEL 36 | | |
0126 202-01000 LUMP | 1319.92000 1319.92| 5200.00000 5200.00| 1000.00000 1000.00
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |
PARCEL 80 | | |
0127 202-01000 LUMP | 829.66000 829.66| 1200.00000 1200.00| 650.00000 650.00
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |
PARCEL 9 | | |
0128 202-01000 LUMP | 578.76000 578.76| 1200.00000 1200.00| 500.00000 500.00
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |
PARCEL 93 | | |
0129 202-01000 LUMP | 1099.05000 1099.05| 3000.00000 3000.00| 7500.00000 7500.00
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |
PARCEL NO 54 | | |
0130 202-01300 1.000 EACH | 2374.00000 2374.00| 3500.00000 3500.00| 2512.87000 2512.87
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0131 202-02240 128504.100 SYS | 5.64000 724763.12| 5.55000 713197.76| 6.25000 803150.63
PAVEMENT REMOVAL | | |
0132 202-02241 17781.500 LFT | 1.53000 27205.70| 0.60000 10668.90| 0.60000 10668.90
GUARDRAIL, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 190 -9
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-31358-A COUNTIES : MARION
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 99-9996209 |( 2 ) 99-9996114 |( 3 ) 31-1023518
|WALSH CONSTRUCTION CO/E & B |RIETH RILEY/BEATY CONSTRUCTI |KOKOSING CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0133 202-02278 950.000 LFT | 2.97000 2821.50| 5.30000 5035.00| 2.00000 1900.00
CURB, CONCRETE, REMOVE | | |
0134 202-02279 1984.500 LFT | 2.22000 4405.59| 6.60000 13097.70| 2.75000 5457.38
CURB AND GUTTER, REMOVE | | |
0135 202-51330 LUMP | 200000.00000 200000.00| 155000.00000 155000.00| 150000.00000 150000.00
PRESENT STRUCTURE, REMOVE , BRIDGE NO. | | |
0136 202-51330 LUMP | 200000.00000 200000.00| 175000.00000 175000.00| 180000.00000 180000.00
PRESENT STRUCTURE, REMOVE , BRIDGE NO. | | |
0137 202-51330 LUMP | 175000.00000 175000.00| 135000.00000 135000.00| 100000.00000 100000.00
PRESENT STRUCTURE, REMOVE , STRUCTURE 1 | | |
0138 202-51330 LUMP | 175000.00000 175000.00| 135000.00000 135000.00| 100000.00000 100000.00
PRESENT STRUCTURE, REMOVE , STRUCTURE 9 | | |
0139 202-74040 7.000 EACH | 285.00000 1995.00| 1573.70000 11015.90| 302.83000 2119.81
SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | |
0140 202-74050 11.000 EACH | 331.00000 3641.00| 331.00000 3641.00| 351.70000 3868.70
SIGN, OVERHEAD, REMOVE | | |
0141 202-74055 9.000 EACH | 4064.69000 36582.21| 4900.00000 44100.00| 4071.69000 36645.21
OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | |
REMOVE | | |
0142 202-74080 5.000 EACH | 1657.95000 8289.75| 3400.00000 17000.00| 1503.51000 7517.55
OVERHEAD SIGN STRUCTURE, CANTILEVER, | | |
REMOVE | | |
0143 202-82065 1.000 EACH | 45.50000 45.50| 45.50000 45.50| 48.35000 48.35
SIGN CIRCUITRY, BOX TRUSS, REMOVE | | |
0144 202-91707 8.000 EACH | 23.00000 184.00| 23.00000 184.00| 23.74000 189.92
LIGHT FIXTURE AND CONDUIT, REMOVE | | |
0146 202-93741 22.000 EACH | 306.00000 6732.00| 215.00000 4730.00| 215.00000 4730.00
GUARD RAIL END TREATMENT, REMOVE | | |
0147 202-93763 26.000 EACH | 255.34000 6638.84| 975.00000 25350.00| 165.17000 4294.42
LIGHT STANDARD AND FOUNDATION, REMOVE | | |
0148 202-94954 7743.000 LFT | 7.01000 54278.43| 8.50000 65815.50| 5.00000 38715.00
BARRIER WALL, CONCRETE, REMOVE | | |
0149 202-95027 6.000 EACH | 510.00000 3060.00| 50.00000 300.00| 50.00000 300.00
IMPACT ATTENUATOR, REMOVE | | |
0150 202-95579 1.000 EACH | 160.00000 160.00| 160.00000 160.00| 165.17000 165.17
SERVICE POINT, REMOVE | | |
0151 202-96022 7.000 EACH | 1329.77000 9308.39| 2450.00000 17150.00| 2400.00000 16800.00
CONCRETE FOUNDATION, REMOVE , LANDMARK | | |
PYLON TOWER | | |
0152 202-96022 1.000 EACH | 1341.99000 1341.99| 3850.00000 3850.00| 2800.00000 2800.00
CONCRETE FOUNDATION, REMOVE , MEDIAN | | |
PYLON TOWER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 190 -10
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-31358-A COUNTIES : MARION
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 99-9996209 |( 2 ) 99-9996114 |( 3 ) 31-1023518
|WALSH CONSTRUCTION CO/E & B |RIETH RILEY/BEATY CONSTRUCTI |KOKOSING CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0153 202-96070 9.000 EACH | 1458.00000 13122.00| 3075.00000 27675.00| 1505.09000 13545.81
HIGH MAST TOWER, REMOVE | | |
0154 203-02000 682597.000 CYS | 7.15000 4880568.55| 9.15000 6245762.55| 8.44000 5761118.68
EXCAVATION, COMMON | | |
0155 203-02046 14.000 EACH | 1105.68000 15479.52| 1750.00000 24500.00| 1400.00000 19600.00
GRADING IN GORE AREA | | |
0157 205-03371 130.000 CYS | 20.39000 2650.70| 35.00000 4550.00| 40.00000 5200.00
SEDIMENT, REMOVE | | |
0158 205-06930 41.000 TON | 67.90000 2783.90| 28.00000 1148.00| 170.00000 6970.00
SPLASHPAD, RIPRAP | | |
0159 205-06931 1938.000 TON | 28.64000 55504.32| 32.50000 62985.00| 50.00000 96900.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0160 205-06932 246.000 LFT | 11.25000 2767.50| 11.25000 2767.50| 24.00000 5904.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0161 205-06933 30.000 EACH | 70.00000 2100.00| 70.00000 2100.00| 315.00000 9450.00
TEMPORARY DITCH INLET PROTECTION | | |
0162 205-06936 281.000 TON | 31.14000 8750.34| 75.00000 21075.00| 60.00000 16860.00
TEMPORARY SEDIMENT TRAP | | |
0163 205-06938 851.000 LFT | 11.49000 9777.99| 24.00000 20424.00| 15.00000 12765.00
TEMPORARY SLOPE DRAIN | | |
0164 205-09543 862.500 TON | 25.00000 21562.50| 10.00000 8625.00| 38.00000 32775.00
NO 2 STONE | | |
0165 206-51230 1963.200 CYS | 42.47000 83377.10| 86.00000 168835.20| 45.00000 88344.00
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0166 207-08262 217889.000 SYS | 4.00000 871556.00| 4.50000 980500.50| 5.00000 1089445.00
SUBGRADE TREATMENT, TYPE I | | |
0167 207-08263 57038.000 SYS | 4.00000 228152.00| 5.25000 299449.50| 11.00000 627418.00
SUBGRADE TREATMENT, TYPE IA | | |
0168 207-08268 11774.000 SYS | 10.76000 126688.24| 12.50000 147175.00| 20.00000 235480.00
SUBGRADE TREATMENT, TYPE IV | | |
0170 210-06685 7.000 EACH | 6677.00000 46739.00| 6677.00000 46739.00| 6892.66000 48248.62
LANDMARK PYLON TOWER , ELECTRICAL | | |
0171 210-06685 7.000 EACH | 8923.92000 62467.44| 9450.00000 66150.00| 8400.00000 58800.00
LANDMARK PYLON TOWER , REMOVE AND REUSE | | |
0172 210-06685 7.000 EACH | 5243.44000 36704.08| 7053.00000 49371.00| 1000.00000 7000.00
LANDMARK PYLON TOWER , REMOVE AND REUSE | | |
0173 210-06686 1.000 EACH | 6677.00000 6677.00| 6677.00000 6677.00| 6892.66000 6892.66
MEDIAN PYLON TOWER , ELECTRICAL | | |
0174 210-06686 1.000 EACH | 14719.94000 14719.94| 13441.00000 13441.00| 8500.00000 8500.00
MEDIAN PYLON TOWER , REMOVE AND REUSE | | |
0175 210-07764 LUMP | 80177.89000 80177.89| 74577.00000 74577.00| 75330.30000 75330.30
IRRIGATION SYSTEM | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 190 -11
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-31358-A COUNTIES : MARION
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 99-9996209 |( 2 ) 99-9996114 |( 3 ) 31-1023518
|WALSH CONSTRUCTION CO/E & B |RIETH RILEY/BEATY CONSTRUCTI |KOKOSING CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0176 211-02050 52609.000 CYS | 17.80000 936440.20| 18.00000 946962.00| 16.00000 841744.00
B BORROW | | |
0177 211-06467 330.000 CYS | 31.09000 10259.70| 46.25000 15262.50| 60.02000 19806.60
AGGREGATE FOR END BENT BACKFILL | | |
0178 211-09264 12218.900 CYS | 11.69000 142838.94| 14.70000 179617.83| 30.00000 366567.00
STRUCTURE BACKFILL, TYPE 1 | | |
0179 211-09266 79915.200 CYS | 12.62000 1008529.82| 18.00000 1438473.60| 16.50000 1318600.80
STRUCTURE BACKFILL, TYPE 3 | | |
0180 213-08068 6.000 EACH | 299.16000 1794.96| 500.00000 3000.00| 230.00000 1380.00
DRILLED HOLE FOR FLOWABLE BACKFILL | | |
0181 213-09269 578.000 CYS | 64.14000 37072.92| 65.98000 38136.44| 55.00000 31790.00
FLOWABLE BACKFILL, NON-REMOVABLE | | |
0183 302-06464 50443.000 CYS | 24.48000 1234844.64| 34.45000 1737761.35| 42.50000 2143827.50
SUBBASE FOR PCCP | | |
0184 302-07455 541.000 CYS | 36.24000 19605.84| 44.00000 23804.00| 80.00000 43280.00
DENSE GRADED SUBBASE | | |
0186 303-01180 13165.000 TON | 16.01000 210771.65| 19.50000 256717.50| 24.00000 315960.00
COMPACTED AGGREGATE, NO. 53 | | |
0187 303-07449 812.000 TON | 20.58000 16710.96| 22.00000 17864.00| 19.00000 15428.00
COMPACTED AGGREGATE, NO. 73 | | |
0188 304-07491 2500.000 TON | 88.30000 220750.00| 87.00000 217500.00| 89.06000 222650.00
HMA PATCHING, TYPE C | | |
0189 304-07494 1046.000 TON | 65.00000 67990.00| 70.50000 73743.00| 59.72000 62467.12
WIDENING WITH HMA, TYPE C | | |
0190 306-08034 992.000 SYS | 2.27000 2251.84| 2.50000 2480.00| 3.50000 3472.00
MILLING, ASPHALT, 1 1/2 IN. | | |
0191 306-08432 143.000 SYS | 6.02000 860.86| 5.00000 715.00| 3.50000 500.50
MILLING, APPROACH | | |
0192 401-06264 LUMP | 4500.00000 4500.00| 4500.00000 4500.00| 5238.73000 5238.73
PROFILOGRAPH, HMA | | |
0193 401-07328 250.000 TON | 90.00000 22500.00| 84.00000 21000.00| 83.82000 20955.00
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0194 401-07328 1601.000 TON | 95.00000 152095.00| 108.00000 172908.00| 86.96000 139222.96
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm , SMA | | |
0195 401-07398 3084.000 TON | 59.00000 181956.00| 64.75000 199689.00| 55.53000 171254.52
QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | |
0196 401-07404 1664.800 TON | 61.00000 101552.80| 62.75000 104466.20| 58.67000 97673.82
QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 m | | |
0197 401-07408 4934.000 TON | 54.00000 266436.00| 52.00000 256568.00| 51.86000 255877.24
QC/QA-HMA, 3, 64, BASE, 25.0 mm | | |
0198 401-07409 6540.600 TON | 53.00000 346651.80| 49.00000 320489.40| 50.29000 328926.77
QC/QA-HMA, 4, 64, BASE, 25.0 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 190 -12
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-31358-A COUNTIES : MARION
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 99-9996209 |( 2 ) 99-9996114 |( 3 ) 31-1023518
|WALSH CONSTRUCTION CO/E & B |RIETH RILEY/BEATY CONSTRUCTI |KOKOSING CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0199 401-07424 3911.000 TON | 53.00000 207283.00| 57.00000 222927.00| 52.39000 204897.29
QC/QA-HMA, 3, 64, BASE, 19.0 mm | | |
0200 401-07429 4082.000 TON | 53.00000 216346.00| 59.00000 240838.00| 56.58000 230959.56
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0201 401-07430 2500.000 TON | 51.00000 127500.00| 55.75000 139375.00| 61.82000 154550.00
QC/QA-HMA, 5, 76, INTERMEDIATE, OG25.0 | | |
mm | | |
0202 401-09530 987.400 TON | 95.00000 93803.00| 100.00000 98740.00| 90.11000 88974.61
QC/QA-HMA, 4, 76, SURFACE, 9.5 mm--SMA | | |
0203 402-07434 94.000 TON | 90.00000 8460.00| 77.00000 7238.00| 84.87000 7977.78
HMA SURFACE, TYPE C | | |
0204 402-07453 39602.000 TON | 59.96000 2374535.92| 52.00000 2059304.00| 58.61000 2321073.22
HMA FOR TEMPORARY PAVEMENT | | |
0205 406-05520 72.100 TON | 500.00000 36050.00| 500.00000 36050.00| 314.32000 22662.47
ASPHALT FOR TACK COAT | | |
0206 501-06266 LUMP | 13337.96000 13337.96| 20000.00000 20000.00| 20000.00000 20000.00
PROFILOGRAPH, PCCP | | |
0207 501-06325 116655.000 SYS | 33.82000 3945272.10| 33.00000 3849615.00| 43.00000 5016165.00
QC/QA-PCCP, 14 IN. | | |
0208 501-06727 LUMP | 10544.81000 10544.81| 15000.00000 15000.00| 8000.00000 8000.00
CORING, PCCP | | |
0209 501-08196 70892.800 SYS | 31.52000 2234541.06| 33.00000 2339462.40| 45.00000 3190176.00
QC/QA-PCCP, 12.5 IN. | | |
0210 503-03489 794.000 EACH | 0.10000 79.40| 9.00000 7146.00| 16.00000 12704.00
RETROFITTED TIE BARS | | |
0211 503-05240 99746.000 LFT | 9.31000 928635.26| 10.75000 1072269.50| 10.00000 997460.00
D-1 CONTRACTION JOINT | | |
0212 503-05310 775.600 LFT | 134.92000 104643.95| 140.00000 108584.00| 100.00000 77560.00
TERMINAL JOINT | | |
0213 601-06234 9.000 EACH | 9180.00000 82620.00| 10600.00000 95400.00| 10600.00000 95400.00
IMPACT ATTENUATOR, R1, W1, TL-2 | | |
0214 601-06238 13.000 EACH | 13260.00000 172380.00| 12725.00000 165425.00| 12725.00000 165425.00
IMPACT ATTENUATOR, R1, W1, TL-3 | | |
0215 601-06246 1.000 EACH | 13260.00000 13260.00| 14605.00000 14605.00| 14605.00000 14605.00
IMPACT ATTENUATOR, R2, W1, TL-3 | | |
0216 601-06421 2.000 EACH | 4284.00000 8568.00| 3000.00000 6000.00| 3000.00000 6000.00
IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | |
R1, W1, TL-3 | | |
0217 602-06729 851.000 EACH | 15.00000 12765.00| 12.50000 10637.50| 7.00000 5957.00
BARRIER DELINEATOR | | |
0218 602-06945 1981.000 LFT | 132.86000 263195.66| 120.00000 237720.00| 150.00000 297150.00
BARRIER, CONCRETE, 45 IN. , DOUBLE FACE | | |
MODIFIED 6 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 190 -13
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-31358-A COUNTIES : MARION
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 99-9996209 |( 2 ) 99-9996114 |( 3 ) 31-1023518
|WALSH CONSTRUCTION CO/E & B |RIETH RILEY/BEATY CONSTRUCTI |KOKOSING CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0219 602-08603 6270.000 LFT | 46.88000 293937.60| 65.00000 407550.00| 52.00000 326040.00
CONCRETE BARRIER, 45 IN. | | |
0221 602-09464 2681.000 LFT | 50.46000 135283.26| 67.00000 179627.00| 75.00000 201075.00
BARRIER, CONCRETE, 45 IN, SINGLE FACE, | | |
MODIFIED, 1 | | |
0223 602-09466 143.000 LFT | 121.89000 17430.27| 79.00000 11297.00| 140.00000 20020.00
BARRIER, CONCRETE, 54 IN., SINGLE FACE, | | |
MODIFIED, 4 | | |
0225 602-98036 491.000 SYS | 1.25000 613.75| 1.25000 613.75| 55.00000 27005.00
BARRIER MAT, WEED , WEED CONTROL BARRIE | | |
0226 603-98225 12477.000 LFT | 14.59000 182039.43| 14.05000 175301.85| 14.05000 175301.85
FENCE, CHAIN LINK, BLACK VINYL COATED, | | |
48 IN. | | |
0227 604-07894 111.000 SYS | 135.00000 14985.00| 130.00000 14430.00| 75.00000 8325.00
CURB RAMP, CONCRETE, A | | |
0228 604-07901 66.000 SYS | 202.00000 13332.00| 130.00000 8580.00| 105.00000 6930.00
CURB RAMP, CONCRETE, G | | |
0229 604-07904 84.500 SYS | 126.00000 10647.00| 130.00000 10985.00| 75.00000 6337.50
CURB RAMP, CONCRETE, L | | |
0230 604-91531 3316.000 SYS | 25.00000 82900.00| 31.00000 102796.00| 35.00000 116060.00
SIDEWALK, CONCRETE, 4 IN. | | |
0232 605-06150 9227.000 LFT | 17.50000 161472.50| 18.86000 174021.22| 14.00000 129178.00
CURB AND GUTTER, C, CONCRETE | | |
0233 607-92007 545.000 LFT | 70.00000 38150.00| 55.00000 29975.00| 60.00000 32700.00
PAVED SIDE DITCH, L, MODIFIED | | |
0234 609-06262 2174.000 SYS | 63.63000 138331.62| 75.75000 164680.50| 72.00000 156528.00
REINFORCED CONCRETE BRIDGE APPROACH, 14 | | |
IN. | | |
0235 609-09231 1472.000 SYS | 72.78000 107132.16| 74.00000 108928.00| 68.00000 100096.00
REINFORCED CONCRETE BRIDGE APPROACH, 12 | | |
5 IN. | | |
0236 610-08446 2290.000 SYS | 37.00000 84730.00| 40.00000 91600.00| 34.00000 77860.00
PCCP FOR APPROACHES, 6 IN. | | |
0237 615-06505 18.000 EACH | 561.00000 10098.00| 670.00000 12060.00| 550.00000 9900.00
MONUMENT, B | | |
0238 615-06510 14.000 EACH | 357.00000 4998.00| 500.00000 7000.00| 350.00000 4900.00
MONUMENT, C | | |
0239 615-06515 54.000 EACH | 102.00000 5508.00| 120.00000 6480.00| 60.00000 3240.00
MONUMENT, D | | |
0240 616-02320 10681.000 SYS | 2.11000 22536.91| 1.35000 14419.35| 0.75000 8010.75
GEOTEXTILES | | |
0241 616-05688 144.000 TON | 26.62000 3833.28| 65.00000 9360.00| 43.00000 6192.00
RIPRAP, CLASS 1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 190 -14
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-31358-A COUNTIES : MARION
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 99-9996209 |( 2 ) 99-9996114 |( 3 ) 31-1023518
|WALSH CONSTRUCTION CO/E & B |RIETH RILEY/BEATY CONSTRUCTI |KOKOSING CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0242 616-05689 10.000 TON | 36.04000 360.40| 76.00000 760.00| 60.00000 600.00
RIPRAP, CLASS 2 | | |
0243 616-06405 4114.000 TON | 19.11000 78618.54| 30.75000 126505.50| 21.50000 88451.00
RIPRAP, REVETMENT | | |
0244 616-51367 253.300 SYS | 107.20000 27153.76| 120.00000 30396.00| 90.00000 22797.00
SLOPEWALL, CONCRETE, 4 IN. | | |
0245 619-09437 2694.000 SFT | 7.70000 20743.80| 7.70000 20743.80| 6.93000 18669.42
PAINT STEEL BRIDGE, PARTIAL, TYPE 1 , | | |
BRIDGE NO. 7 | | |
0246 621-01004 21.000 EACH | 300.00000 6300.00| 300.00000 6300.00| 303.03000 6363.63
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0247 621-03787 7.000 LBS | 72.50000 507.50| 72.50000 507.50| 73.23000 512.61
SEED MIXTURE, D | | |
0248 621-06545 27.460 TON | 943.00000 25894.78| 943.00000 25894.78| 952.53000 26156.47
FERTILIZER | | |
0249 621-06554 9341.200 LBS | 2.16000 20176.99| 2.16000 20176.99| 2.18000 20363.82
SEED MIXTURE, U | | |
0250 621-06557 964.000 LBS | 1.60000 1542.40| 1.60000 1542.40| 1.62000 1561.68
SEED MIXTURE, T | | |
0251 621-06565 124.130 TON | 364.00000 45183.32| 364.00000 45183.32| 367.68000 45640.12
MULCHING MATERIAL | | |
0252 621-06567 44.000 kGAL | 3.00000 132.00| 3.00000 132.00| 3.03000 133.32
WATER | | |
0253 621-06570 2831.020 CYS | 20.00000 56620.40| 40.00000 113240.80| 43.00000 121733.86
TOP SOIL , PLANTER FILL | | |
0254 621-06574 8844.000 SYS | 2.50000 22110.00| 2.50000 22110.00| 2.53000 22375.32
SODDING | | |
0255 621-06575 5277.000 SYS | 2.50000 13192.50| 2.50000 13192.50| 2.53000 13350.81
SODDING, NURSERY | | |
0257 621-98038 708.000 CYS | 80.00000 56640.00| 80.00000 56640.00| 80.81000 57213.48
MULCH, HARDWOOD SHREDDED BARK | | |
0258 622-05626 15.000 EACH | 399.00000 5985.00| 399.00000 5985.00| 403.03000 6045.45
PLANT, CONIFEROUS EVERGREEN, CONE, | | |
BROAD UPRIGHT, OVER 72 TO 96 IN. | | |
0259 622-05640 858.000 EACH | 47.50000 40755.00| 47.50000 40755.00| 47.98000 41166.84
PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 | | |
IN. | | |
0260 622-05641 364.000 EACH | 53.25000 19383.00| 53.25000 19383.00| 53.79000 19579.56
PLANT, DECIDUOUS SHRUB, OVER 36 TO 48 | | |
IN. | | |
0261 622-05645 52.000 EACH | 211.00000 10972.00| 211.00000 10972.00| 213.13000 11082.76
PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | |
72 TO 96 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 190 -15
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-31358-A COUNTIES : MARION
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 99-9996209 |( 2 ) 99-9996114 |( 3 ) 31-1023518
|WALSH CONSTRUCTION CO/E & B |RIETH RILEY/BEATY CONSTRUCTI |KOKOSING CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0262 622-05647 42.000 EACH | 248.00000 10416.00| 248.00000 10416.00| 250.51000 10521.42
PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | |
120 IN. , PLANT, DECIDUOUS TREE, | | |
MULTI-STEM, 10' | | |
0263 622-05647 3.000 EACH | 332.00000 996.00| 332.00000 996.00| 335.35000 1006.05
PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | |
120 IN. , PLANT, DECIDUOUS TREE, | | |
MULTI-STEM, 12' | | |
0264 622-05651 6.000 EACH | 468.00000 2808.00| 468.00000 2808.00| 472.73000 2836.38
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 2.5 TO 3.5 IN. | | |
0265 622-05654 10978.000 EACH | 8.80000 96606.40| 8.80000 96606.40| 8.89000 97594.42
PLANT, PERENNIAL | | |
0266 622-05654 6775.000 EACH | 15.00000 101625.00| 15.00000 101625.00| 15.15000 102641.25
PLANT, PERENNIAL , PLANT, ORNAMENTAL | | |
GRASS | | |
0267 622-93712 3236.000 EACH | 1.73000 5598.28| 1.73000 5598.28| 1.75000 5663.00
PLANT, BULBS | | |
0268 628-09403 21.000 MOS | 2394.29000 50280.09| 2850.00000 59850.00| 6000.00000 126000.00
FIELD OFFICE, C | | |
0269 628-09407 21.000 MOS | 150.00000 3150.00| 214.02000 4494.42| 105.00000 2205.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0270 701-02936 1370.000 LFT | 36.95000 50621.50| 62.50000 85625.00| 65.00000 89050.00
PILE, STEEL H, HP 14" X 89 | | |
0271 701-06011 21.000 EACH | 2527.44000 53076.24| 2150.00000 45150.00| 1100.00000 23100.00
DYNAMIC PILE LOAD TEST | | |
0273 701-08253 177.000 EACH | 448.90000 79455.30| 785.00000 138945.00| 250.00000 44250.00
PILE SLEEVES , 24 IN DIAMETER | | |
0275 701-09557 1442.000 LFT | 41.86000 60362.12| 47.00000 67774.00| 53.00000 76426.00
TEST PILE, DYNAMIC, PRODUCTION | | |
0276 701-09559 21.000 EACH | 1516.46000 31845.66| 2130.00000 44730.00| 175.00000 3675.00
TEST PILE, DYNAMIC, RESTRIKE | | |
0277 701-09739 66.000 EACH | 83.25000 5494.50| 80.00000 5280.00| 135.00000 8910.00
PILE SHOE, HP 12 X 53 | | |
0278 701-09770 239.000 EACH | 121.15000 28954.85| 130.00000 31070.00| 150.00000 35850.00
PILE SHOE, HP 14 X 73 | | |
0279 701-51195 3301.000 LFT | 32.76000 108140.76| 34.00000 112234.00| 48.00000 158448.00
PILE, STEEL H, HP 12" X 53 | | |
0280 701-90386 LUMP | 100000.00000 100000.00| 135000.00000 135000.00| 40000.00000 40000.00
TEMPORARY SHEET PILING , BRIDGE NO. 3 | | |
0281 701-90386 LUMP | 100000.00000 100000.00| 135000.00000 135000.00| 40000.00000 40000.00
TEMPORARY SHEET PILING , BRIDGE NO. 4 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 190 -16
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-31358-A COUNTIES : MARION
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 99-9996209 |( 2 ) 99-9996114 |( 3 ) 31-1023518
|WALSH CONSTRUCTION CO/E & B |RIETH RILEY/BEATY CONSTRUCTI |KOKOSING CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0282 701-93575 11482.000 LFT | 42.76000 490970.32| 54.00000 620028.00| 53.00000 608546.00
PILE, STEEL H, HP 14" X 73 | | |
0283 701-93633 280.000 LFT | 228.33000 63932.40| 250.00000 70000.00| 200.00000 56000.00
OVERSIZED PREDRILLED PILE HOLES | | |
0284 702-01753 25138.000 SFT | 20.50000 515329.00| 23.00000 578174.00| 26.00000 653588.00
SOUND BARRIER PANELS, WALL MOUNTED , | | |
TYPE 2 | | |
0286 702-01754 129575.900 SFT | 20.50000 2656305.95| 22.25000 2883063.78| 25.00000 3239397.50
SOUND BARRIER PANELS, GROUND MOUNTED , | | |
TYPE 2 | | |
0288 702-01755 25138.000 SFT | 3.80000 95524.40| 6.50000 163397.00| 2.75000 69129.50
SOUND BARRIER ERECTION, WALL MOUNTED , | | |
TYPE 2 | | |
0290 702-01756 129575.900 SFT | 5.00000 647879.50| 5.75000 745061.43| 5.00000 647879.50
SOUND BARRIER ERECTION, GROUND MOUNTED | | |
TYPE 2 | | |
0292 702-04118 LUMP | 50000.00000 50000.00| 42350.00000 42350.00| 146000.00000 146000.00
SOUND BARRIER, DESIGN AND LAYOUT | | |
0293 702-51005 1553.300 CYS | 663.47000 1030567.95| 475.00000 737817.50| 625.00000 970812.50
CONCRETE, A, SUBSTRUCTURE | | |
0294 702-51015 616.100 CYS | 422.91000 260554.85| 215.00000 132461.50| 250.00000 154025.00
CONCRETE, B, FOOTINGS | | |
0297 703-01540 112.000 EACH | 21.28000 2383.36| 14.00000 1568.00| 17.50000 1960.00
THREADED TIE BAR ASSEMBLY | | |
0298 703-06028 360234.000 LBS | 0.60000 216140.40| 0.68000 244959.12| 0.73000 262970.82
REINFORCING BARS | | |
0301 703-06029 1489723.000 LBS | 0.68000 1013011.64| 0.78000 1161983.94| 0.82000 1221572.86
REINFORCING BARS, EPOXY COATED | | |
0302 703-97936 411.000 EACH | 22.41000 9210.51| 16.25000 6678.75| 17.50000 7192.50
THREADED TIE BAR ASSEMBLY, EPOXY COATED | | |
0303 704-08088 3143.400 CYS | 630.00000 1980342.00| 470.00000 1477398.00| 430.00000 1351662.00
QC/QA-CONCRETE, SUPERSTRUCTURE, MODIFIE | | |
0304 706-08497 6213.000 SYS | 120.00000 745560.00| 83.75000 520338.75| 135.00000 838755.00
REINFORCED CONCRETE MOMENT SLAB, 12 1/2 | | |
IN. | | |
0305 706-08500 2190.000 SYS | 115.00000 251850.00| 120.00000 262800.00| 100.00000 219000.00
REINFORCED CONCRETE MOMENT SLAB, 14 IN. | | |
0306 706-09789 37.000 SYS | 160.14000 5925.18| 135.00000 4995.00| 150.00000 5550.00
REINFORCED CONCRETE MOMENT SLAB, 20 IN. | | |
0307 706-51020 632.100 CYS | 180.00000 113778.00| 320.60000 202651.26| 290.00000 183309.00
CONCRETE, C, RAILING | | |
0309 706-94947 790.900 CYS | 250.00000 197725.00| 320.60000 253562.54| 270.00000 213543.00
RAILING, CONCRETE, C, MODIFIED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 190 -17
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-31358-A COUNTIES : MARION
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 99-9996209 |( 2 ) 99-9996114 |( 3 ) 31-1023518
|WALSH CONSTRUCTION CO/E & B |RIETH RILEY/BEATY CONSTRUCTI |KOKOSING CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0310 707-07605 438.000 LFT | 250.00000 109500.00| 315.00000 137970.00| 350.00000 153300.00
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 54 IN. X 48 IN. | | |
0311 707-09634 4474.000 LFT | 275.00000 1230350.00| 335.00000 1498790.00| 275.00000 1230350.00
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 48 IN. X 49 IN. | | |
0312 709-07733 LUMP | 26960.00000 26960.00| 26960.00000 26960.00| 26960.00000 26960.00
ANTI-GRAFFITI COAT | | |
0313 709-07733 LUMP | 2340.00000 2340.00| 2340.00000 2340.00| 2340.00000 2340.00
ANTI-GRAFFITI COAT , BRIDGE NO. 3 | | |
0314 709-07733 LUMP | 2340.00000 2340.00| 2340.00000 2340.00| 2340.00000 2340.00
ANTI-GRAFFITI COAT , BRIDGE NO. 4 | | |
0315 709-07733 LUMP | 2290.00000 2290.00| 2290.00000 2290.00| 2290.00000 2290.00
ANTI-GRAFFITI COAT , BRIDGE NO. 5 | | |
0316 709-07733 LUMP | 2610.00000 2610.00| 2610.00000 2610.00| 2610.00000 2610.00
ANTI-GRAFFITI COAT , BRIDGE NO. 6 | | |
0317 709-51821 LUMP | 14840.00000 14840.00| 26500.00000 26500.00| 26500.00000 26500.00
SURFACE SEAL | | |
0318 709-51821 LUMP | 7480.00000 7480.00| 9060.00000 9060.00| 9060.00000 9060.00
SURFACE SEAL , BRIDGE NO. 3 | | |
0319 709-51821 LUMP | 7100.00000 7100.00| 8570.00000 8570.00| 8570.00000 8570.00
SURFACE SEAL , BRIDGE NO. 4 | | |
0320 709-51821 LUMP | 1460.00000 1460.00| 2610.00000 2610.00| 2610.00000 2610.00
SURFACE SEAL , BRIDGE NO. 5 | | |
0321 709-51821 LUMP | 4400.00000 4400.00| 9580.00000 9580.00| 9580.00000 9580.00
SURFACE SEAL , BRIDGE NO. 6 | | |
0322 709-51821 LUMP | 2900.00000 2900.00| 4370.00000 4370.00| 4370.00000 4370.00
SURFACE SEAL , BRIDGE NO. 7 | | |
0323 709-51821 LUMP | 1050.00000 1050.00| 1470.00000 1470.00| 1470.00000 1470.00
SURFACE SEAL , BRIDGE NO. 8 | | |
0324 709-96826 LUMP | 47920.00000 47920.00| 47920.00000 47920.00| 47920.00000 47920.00
CONCRETE SURFACE COATING , ARCHITECTURA | | |
0325 709-96826 LUMP | 4160.00000 4160.00| 4160.00000 4160.00| 4160.00000 4160.00
CONCRETE SURFACE COATING , BRIDGE NO. 3 | | |
0326 709-96826 LUMP | 4160.00000 4160.00| 4160.00000 4160.00| 4160.00000 4160.00
CONCRETE SURFACE COATING , BRIDGE NO. 4 | | |
0327 709-96826 LUMP | 4080.00000 4080.00| 4080.00000 4080.00| 4080.00000 4080.00
CONCRETE SURFACE COATING , BRIDGE NO. 5 | | |
0328 709-96826 LUMP | 4640.00000 4640.00| 4640.00000 4640.00| 4640.00000 4640.00
CONCRETE SURFACE COATING , BRIDGE NO. 6 | | |
0331 711-51038 LUMP | 1550000.00000 1550000.00| 1500000.00000 1500000.00| 1800000.00000 1800000.00
STRUCTURAL STEEL , BRIDGE NO. 6 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 190 -18
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-31358-A COUNTIES : MARION
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 99-9996209 |( 2 ) 99-9996114 |( 3 ) 31-1023518
|WALSH CONSTRUCTION CO/E & B |RIETH RILEY/BEATY CONSTRUCTI |KOKOSING CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0332 711-51038 LUMP | 490000.00000 490000.00| 500000.00000 500000.00| 750000.00000 750000.00
STRUCTURAL STEEL , BRIDGE NO. 7 | | |
0333 711-51070 42.000 EACH | 100.00000 4200.00| 80.00000 3360.00| 125.00000 5250.00
ANCHOR PLATE, AP 1 | | |
0335 714-96642 LUMP | 1.00000 1.00| 145000.00000 145000.00| 175000.00000 175000.00
TEMPORARY RETAINING WALL | | |
0336 714-96642 LUMP | 200000.00000 200000.00| 44000.00000 44000.00| 75000.00000 75000.00
TEMPORARY RETAINING WALL , BRIDGE NO. 3 | | |
0337 714-96642 LUMP | 150000.00000 150000.00| 44000.00000 44000.00| 75000.00000 75000.00
TEMPORARY RETAINING WALL , BRIDGE NO. 4 | | |
0338 714-96642 LUMP | 10000.00000 10000.00| 15875.00000 15875.00| 45000.00000 45000.00
TEMPORARY RETAINING WALL , BRIDGE NO. 6 | | |
0339 715-02048 LUMP | 84430.60000 84430.60| 93000.00000 93000.00| 130000.00000 130000.00
MISCELLANEOUS EQUIPMENT FOR WATER | | |
RELOCATION AND ADJUSTMENT | | |
0340 715-02246 1.000 EACH | 1190.32000 1190.32| 1700.00000 1700.00| 2000.00000 2000.00
PIPE END SECTION, 48 IN. | | |
0341 715-03025 7.000 EACH | 3823.27000 26762.89| 6445.00000 45115.00| 3600.00000 25200.00
SANITARY MANHOLE | | |
0342 715-04522 2.000 EACH | 1040.32000 2080.64| 1455.00000 2910.00| 1450.00000 2900.00
PIPE END SECTION, 42 IN. | | |
0343 715-05019 531.000 LFT | 64.12000 34047.72| 75.00000 39825.00| 75.00000 39825.00
PIPE, TYPE 1, CIRCULAR, 36 IN. | | |
0344 715-05024 167.000 LFT | 64.11000 10706.37| 68.50000 11439.50| 85.00000 14195.00
PIPE, TYPE 2, CIRCULAR, 36 IN. | | |
0345 715-05048 54100.000 LFT | 3.05000 165005.00| 3.05000 165005.00| 3.50000 189350.00
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0346 715-05048 15300.000 LFT | 1.75000 26775.00| 1.75000 26775.00| 8.50000 130050.00
PIPE, TYPE 4, CIRCULAR, 6 IN. , | | |
TEMPORARY | | |
0347 715-05053 2880.000 LFT | 15.00000 43200.00| 15.00000 43200.00| 13.00000 37440.00
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0348 715-05121 176.000 LFT | 32.18000 5663.68| 50.00000 8800.00| 36.00000 6336.00
PIPE, TYPE 1, CIRCULAR, 18 IN. | | |
0349 715-05123 293.000 LFT | 39.08000 11450.44| 55.00000 16115.00| 40.00000 11720.00
PIPE, TYPE 1, CIRCULAR, 24 IN. | | |
0350 715-05125 208.000 LFT | 49.48000 10291.84| 75.00000 15600.00| 50.00000 10400.00
PIPE, TYPE 1, CIRCULAR, 30 IN. | | |
0351 715-05149 2835.000 LFT | 25.98000 73653.30| 35.00000 99225.00| 35.00000 99225.00
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0352 715-05151 4922.000 LFT | 27.94000 137520.68| 35.00000 172270.00| 22.00000 108284.00
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 190 -19
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-31358-A COUNTIES : MARION
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 99-9996209 |( 2 ) 99-9996114 |( 3 ) 31-1023518
|WALSH CONSTRUCTION CO/E & B |RIETH RILEY/BEATY CONSTRUCTI |KOKOSING CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0353 715-05152 2347.000 LFT | 34.49000 80948.03| 45.00000 105615.00| 40.00000 93880.00
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0354 715-05154 1282.000 LFT | 43.57000 55856.74| 56.00000 71792.00| 60.00000 76920.00
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0355 715-05156 734.000 LFT | 51.35000 37690.90| 67.00000 49178.00| 90.00000 66060.00
PIPE, TYPE 2, CIRCULAR, 30 IN. | | |
0356 715-05159 393.000 LFT | 81.61000 32072.73| 107.00000 42051.00| 80.00000 31440.00
PIPE, TYPE 2, CIRCULAR, 42 IN. | | |
0357 715-05411 926.000 LFT | 78.40000 72598.40| 145.00000 134270.00| 240.00000 222240.00
PIPE, SANITARY SEWER, 12 IN. | | |
0358 715-05422 5980.000 LFT | 41.79000 249904.20| 51.40000 307372.00| 70.00000 418600.00
PIPE, SLOTTED DRAIN, 12 IN. | | |
0359 715-05423 201.000 LFT | 54.02000 10858.02| 61.55000 12371.55| 75.00000 15075.00
PIPE SLOTTED DRAIN, 15 IN. | | |
0360 715-05537 300.000 LFT | 300.00000 90000.00| 366.00000 109800.00| 472.00000 141600.00
PIPE , SANITARY SEWER, 12", W/STEEL | | |
CASING | | |
0361 715-05757 14.000 LFT | 158.98000 2225.72| 136.00000 1904.00| 350.00000 4900.00
PIPE EXTENSION, CIRCULAR, 36 IN. | | |
0362 715-06337 12.000 LFT | 222.07000 2664.84| 165.00000 1980.00| 400.00000 4800.00
PIPE EXTENSION, CIRCULAR, 48 IN. | | |
0363 715-07587 80.000 LFT | 42.52000 3401.60| 48.00000 3840.00| 35.00000 2800.00
PIPE, TYPE 1, DEFORMED, 1.8 SQ. FT. | | |
0364 715-09064 18742.000 LFT | 1.43000 26801.06| 1.00000 18742.00| 1.85000 34672.70
VIDEO INSPECTION FOR PIPE | | |
0365 715-46000 12.000 EACH | 214.31000 2571.72| 635.00000 7620.00| 500.00000 6000.00
PIPE END SECTION, 12 IN. | | |
0366 715-46005 6.000 EACH | 239.31000 1435.86| 650.00000 3900.00| 460.00000 2760.00
PIPE END SECTION, 15 IN. | | |
0367 715-46010 12.000 EACH | 257.23000 3086.76| 700.00000 8400.00| 600.00000 7200.00
PIPE END SECTION, 18 IN. | | |
0368 715-46020 10.000 EACH | 387.14000 3871.40| 800.00000 8000.00| 800.00000 8000.00
PIPE END SECTION, 24 IN. | | |
0369 715-46030 7.000 EACH | 567.73000 3974.11| 915.00000 6405.00| 1000.00000 7000.00
PIPE END SECTION, 30 IN. | | |
0370 715-46040 8.000 EACH | 1290.31000 10322.48| 1070.00000 8560.00| 1300.00000 10400.00
PIPE END SECTION, 36 IN. | | |
0371 715-46055 2.000 EACH | 294.96000 589.92| 420.00000 840.00| 700.00000 1400.00
PIPE END SECTION, MIN. AREA 1.8 SQ. FT. | | |
0372 718-06528 45.000 EACH | 565.00000 25425.00| 565.00000 25425.00| 410.00000 18450.00
OUTLET PROTECTOR, 1 | | |
0373 718-06529 5.000 EACH | 550.00000 2750.00| 550.00000 2750.00| 380.00000 1900.00
OUTLET PROTECTOR, 2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 190 -20
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-31358-A COUNTIES : MARION
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 99-9996209 |( 2 ) 99-9996114 |( 3 ) 31-1023518
|WALSH CONSTRUCTION CO/E & B |RIETH RILEY/BEATY CONSTRUCTI |KOKOSING CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0374 718-06531 6.000 EACH | 510.00000 3060.00| 510.00000 3060.00| 310.00000 1860.00
OUTLET PROTECTOR, 3 | | |
0375 718-06532 9500.000 LFT | 0.92000 8740.00| 0.85000 8075.00| 1.00000 9500.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0376 718-52610 6465.100 CYS | 29.00000 187487.90| 29.00000 187487.90| 35.00000 226278.50
AGGREGATE FOR UNDERDRAINS | | |
0377 718-99153 50739.000 SYS | 1.00000 50739.00| 1.00000 50739.00| 0.60000 30443.40
GEOTEXTILES FOR UNDERDRAIN | | |
0378 720-07302 29.000 EACH | 2885.62000 83682.98| 3220.00000 93380.00| 2900.00000 84100.00
INLET TYPE HA, WITH SLOTTED DRAIN | | |
0379 720-08628 27.000 EACH | 1904.12000 51411.24| 1020.00000 27540.00| 1400.00000 37800.00
SLOTTED DRAIN PIPE CLEANOUT PORT, TYPE | | |
II | | |
0380 720-08659 7.000 EACH | 2953.91000 20677.37| 2060.00000 14420.00| 2200.00000 15400.00
MANHOLE, C5 , MODIFIED | | |
0381 720-08659 5.000 EACH | 3991.64000 19958.20| 3380.00000 16900.00| 3000.00000 15000.00
MANHOLE, C5 , MODIFIED, WITH SLOTTED | | |
DRAINS | | |
0382 720-08660 1.000 EACH | 3754.99000 3754.99| 2380.00000 2380.00| 2800.00000 2800.00
MANHOLE, J5, MODIFIED | | |
0383 720-08660 6.000 EACH | 4792.82000 28756.92| 4050.00000 24300.00| 3700.00000 22200.00
MANHOLE, J5, MODIFIED , WITH SLOTTED | | |
DRAINS | | |
0384 720-09079 6.000 EACH | 1978.99000 11873.94| 2100.00000 12600.00| 2000.00000 12000.00
INLET, HA5, MODIFIED | | |
0385 720-09079 3.000 EACH | 3016.82000 9050.46| 3375.00000 10125.00| 2900.00000 8700.00
INLET, HA5, MODIFIED , WITH SLOTTED | | |
DRAINS | | |
0386 720-44000 19.000 EACH | 531.41000 10096.79| 420.00000 7980.00| 400.00000 7600.00
CASTING, ADJUST TO GRADE | | |
0387 720-45030 8.000 EACH | 1705.99000 13647.92| 1250.00000 10000.00| 1300.00000 10400.00
INLET, E7 | | |
0388 720-45035 2.000 EACH | 1732.00000 3464.00| 1580.00000 3160.00| 1300.00000 2600.00
INLET, F7 | | |
0389 720-45041 1.000 EACH | 3957.99000 3957.99| 3150.00000 3150.00| 4000.00000 4000.00
INLET, H5 | | |
0390 720-45041 1.000 EACH | 6033.15000 6033.15| 6770.00000 6770.00| 5700.00000 5700.00
INLET, H5 , WITH SLOTTED DRAINS | | |
0391 720-45042 10.000 EACH | 1847.81000 18478.10| 2090.00000 20900.00| 2000.00000 20000.00
INLET, HA5 | | |
0392 720-45042 8.000 EACH | 2885.57000 23084.56| 3375.00000 27000.00| 2900.00000 23200.00
INLET, HA5 , WITH SLOTTED DRAINS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 190 -21
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-31358-A COUNTIES : MARION
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 99-9996209 |( 2 ) 99-9996114 |( 3 ) 31-1023518
|WALSH CONSTRUCTION CO/E & B |RIETH RILEY/BEATY CONSTRUCTI |KOKOSING CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0393 720-45065 3.000 EACH | 3698.91000 11096.73| 3550.00000 10650.00| 3500.00000 10500.00
INLET, N12 | | |
0394 720-45141 7.000 EACH | 3433.23000 24032.61| 4800.00000 33600.00| 4000.00000 28000.00
INLET, H5, MODIFIED | | |
0395 720-45141 4.000 EACH | 5508.78000 22035.12| 7400.00000 29600.00| 5700.00000 22800.00
INLET, H5, MODIFIED , WITH SLOTTED | | |
DRAINS | | |
0396 720-45410 27.000 EACH | 1992.94000 53809.38| 2060.00000 55620.00| 1900.00000 51300.00
MANHOLE, C4 | | |
0397 720-45415 3.000 EACH | 3401.91000 10205.73| 3230.00000 9690.00| 3000.00000 9000.00
MANHOLE, D4 | | |
0398 720-45416 2.000 EACH | 5596.91000 11193.82| 5875.00000 11750.00| 5400.00000 10800.00
MANHOLE, E4 | | |
0399 720-45510 2.000 EACH | 2724.16000 5448.32| 4145.00000 8290.00| 1800.00000 3600.00
MANHOLE, C4, MODIFIED | | |
0400 720-95409 4.000 EACH | 2822.24000 11288.96| 3190.00000 12760.00| 2500.00000 10000.00
MANHOLE, J4, MODIFIED | | |
0401 720-95422 1.000 EACH | 3485.99000 3485.99| 3185.00000 3185.00| 2500.00000 2500.00
MANHOLE, J4 | | |
0402 720-98174 23.000 EACH | 1979.62000 45531.26| 2200.00000 50600.00| 2600.00000 59800.00
INLET, B15 | | |
0403 720-98555 24.000 EACH | 2241.99000 53807.76| 2500.00000 60000.00| 2600.00000 62400.00
INLET, C15 | | |
0404 723-06660 40.200 SYS | 400.00000 16080.00| 700.00000 28140.00| 625.00000 25125.00
WINGWALL | | |
0405 724-51925 140.000 LFT | 126.08000 17651.20| 125.00000 17500.00| 200.00000 28000.00
STRUCTURAL EXPANSION JOINT, SS | | |
0406 724-51927 70.000 LFT | 1151.69000 80618.30| 1180.00000 82600.00| 1500.00000 105000.00
STRUCTURAL EXPANSION JOINT, M | | |
0407 726-97941 12.000 EACH | 3901.14000 46813.68| 3450.00000 41400.00| 4700.00000 56400.00
BEARING ASSEMBLY, TFE ELASTOMERIC | | |
0408 728-98377 LUMP | 23760.00000 23760.00| 62960.00000 62960.00| 62960.00000 62960.00
MASONRY COATING | | |
0409 728-98377 LUMP | 25380.00000 25380.00| 28250.00000 28250.00| 28250.00000 28250.00
MASONRY COATING , BRIDGE NO. 3 | | |
0410 728-98377 LUMP | 23760.00000 23760.00| 26630.00000 26630.00| 26630.00000 26630.00
MASONRY COATING , BRIDGE NO. 4 | | |
0411 728-98377 LUMP | 11880.00000 11880.00| 14050.00000 14050.00| 14050.00000 14050.00
MASONRY COATING , BRIDGE NO. 5 | | |
0412 728-98377 LUMP | 31460.00000 31460.00| 41540.00000 41540.00| 41540.00000 41540.00
MASONRY COATING , BRIDGE NO. 6 | | |
0413 728-98377 LUMP | 5400.00000 5400.00| 8970.00000 8970.00| 8970.00000 8970.00
MASONRY COATING , BRIDGE NO. 7 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 190 -22
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-31358-A COUNTIES : MARION
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 99-9996209 |( 2 ) 99-9996114 |( 3 ) 31-1023518
|WALSH CONSTRUCTION CO/E & B |RIETH RILEY/BEATY CONSTRUCTI |KOKOSING CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0414 728-98377 LUMP | 4590.00000 4590.00| 6060.00000 6060.00| 6060.00000 6060.00
MASONRY COATING , BRIDGE NO. 8 | | |
0415 731-93945 132976.000 SFT | 12.60000 1675497.60| 11.50000 1529224.00| 13.00000 1728688.00
FACE PANELS, CONCRETE | | |
0416 731-93946 132976.000 SFT | 7.50000 997320.00| 3.40000 452118.40| 2.85000 378981.60
WALL ERECTION | | |
0417 731-93947 7631.200 LFT | 17.85000 136216.92| 73.00000 557077.60| 16.00000 122099.20
LEVELING PAD, CONCRETE | | |
0418 732-07653 3000.000 TON | 16.32000 48960.00| 24.25000 72750.00| 16.00000 48000.00
COARSE AGGREGATE, NO. 8 | | |
0419 801-03290 31.000 EACH | 495.00000 15345.00| 200.00000 6200.00| 200.00000 6200.00
CONSTRUCTION SIGN, C | | |
0420 801-03291 4.000 EACH | 120.00000 480.00| 125.00000 500.00| 125.00000 500.00
CONSTRUCTION SIGN, D | | |
0421 801-04308 9.000 EACH | 495.00000 4455.00| 800.00000 7200.00| 800.00000 7200.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0422 801-06198 540.000 DAY | 360.00000 194400.00| 720.00000 388800.00| 710.00000 383400.00
PATROLLER | | |
0423 801-06202 54.000 LFT | 14.00000 756.00| 14.00000 756.00| 24.44000 1319.76
TEMPORARY PANEL SIGN SUPPORTS | | |
0424 801-06203 93916.000 LFT | 0.13000 12209.08| 0.36000 33809.76| 0.46000 43201.36
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0425 801-06207 546149.000 LFT | 0.88000 480611.12| 0.64000 349535.36| 0.82000 447842.18
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0426 801-06218 903.000 LFT | 5.28000 4767.84| 6.00000 5418.00| 7.73000 6980.19
TEMPORARY TRANSVERSE PAVMENT MARKING, | | |
REMOVABLE, 24 IN. | | |
0427 801-06539 LUMP | 1691.00000 1691.00| 1691.00000 1691.00| 3200.00000 3200.00
TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | |
MAINTAIN , AT HIGH SCHOOL RD/US 136 | | |
INTERSECTION | | |
0428 801-06539 LUMP | 1691.00000 1691.00| 1691.00000 1691.00| 3000.00000 3000.00
TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | |
MAINTAIN , AT US 136 INTERCHANGE | | |
0429 801-06625 10.000 EACH | 120.00000 1200.00| 145.00000 1450.00| 145.00000 1450.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0430 801-06640 166.000 EACH | 245.00000 40670.00| 155.00000 25730.00| 155.00000 25730.00
CONSTRUCTION SIGN, A | | |
0431 801-06645 61.000 EACH | 65.00000 3965.00| 45.00000 2745.00| 45.00000 2745.00
CONSTRUCTION SIGN, B | | |
0432 801-06710 2280.000 DAY | 10.00000 22800.00| 0.01000 22.80| 4.00000 9120.00
FLASHING ARROW SIGN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 190 -23
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-31358-A COUNTIES : MARION
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 99-9996209 |( 2 ) 99-9996114 |( 3 ) 31-1023518
|WALSH CONSTRUCTION CO/E & B |RIETH RILEY/BEATY CONSTRUCTI |KOKOSING CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0433 801-06775 LUMP | 1750000.00000 1750000.00| 1073154.83000 1073154.83| 1200000.00000 1200000.00
MAINTAINING TRAFFIC | | |
0434 801-07024 13.000 EACH | 1.00000 13.00| 11070.00000 143910.00| 7000.00000 91000.00
ENERGY ABSORBING TERMINAL, CZ, TL-3 | | |
0435 801-07118 444.000 LFT | 9.95000 4417.80| 11.25000 4995.00| 11.25000 4995.00
BARRICADE, III-A | | |
0436 801-07119 176.000 LFT | 13.95000 2455.20| 14.25000 2508.00| 14.25000 2508.00
BARRICADE, III-B | | |
0437 801-07606 604.000 LFT | 38.95000 23525.80| 17.50000 10570.00| 35.00000 21140.00
TEMPORARY CROSSOVER DRAINAGE PIPE | | |
0438 801-08401 22542.000 LFT | 35.17000 792802.14| 1.00000 22542.00| 9.00000 202878.00
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0439 801-08508 7844.000 LFT | 32.91000 258146.04| 1.00000 7844.00| 16.00000 125504.00
TEMPORARY TRAFFIC BARRIER, TYPE 2, | | |
ANCHORED | | |
0440 801-09133 5.000 EACH | 9995.00000 49975.00| 11300.00000 56500.00| 9990.00000 49950.00
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0441 801-09282 152.000 SFT | 15.00000 2280.00| 15.00000 2280.00| 15.94000 2422.88
TEMPORARY PANEL SIGNS | | |
0442 801-52817 1.000 EACH | 161100.71000 161100.71| 16705.20000 16705.20| 50000.00000 50000.00
TEMPORARY CROSSOVER, B | | |
0443 801-53072 LUMP | 5344.00000 5344.00| 5344.00000 5344.00| 6110.10000 6110.10
TEMPORARY TRAFFIC SIGNAL , AT US 136 | | |
INTERCHANGE | | |
0444 801-53072 LUMP | 9049.00000 9049.00| 9049.00000 9049.00| 10031.84000 10031.84
TEMPORARY TRAFFIC SIGNAL ,AT HIGH | | |
SCHOOL ROAD/US 136 INTERSECTION | | |
0445 802-01749 11.000 EACH | 341.00000 3751.00| 341.00000 3751.00| 362.33000 3985.63
SIGN BRACKET, WALL MOUNTED | | |
0446 802-02158 1.000 EACH | 719.00000 719.00| 719.00000 719.00| 763.97000 763.97
SIGN, PANEL, REMOVE AND REINSTALL | | |
0447 802-02475 1.000 EACH | 541.00000 541.00| 541.00000 541.00| 574.84000 574.84
SIGN, PANEL, REMOVE AND RELOCATE | | |
0448 802-04893 18.000 EACH | 187.00000 3366.00| 187.00000 3366.00| 198.70000 3576.60
REFERENCE POST | | |
0449 802-05701 73.000 LFT | 11.50000 839.50| 11.50000 839.50| 12.22000 892.06
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0450 802-05702 409.000 LFT | 9.50000 3885.50| 9.50000 3885.50| 10.09000 4126.81
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0451 802-07057 8648.000 SFT | 16.50000 142692.00| 16.50000 142692.00| 17.53000 151599.44
SIGN, PANEL, WITH LEGEND | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 190 -24
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-31358-A COUNTIES : MARION
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 99-9996209 |( 2 ) 99-9996114 |( 3 ) 31-1023518
|WALSH CONSTRUCTION CO/E & B |RIETH RILEY/BEATY CONSTRUCTI |KOKOSING CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0452 802-07059 16.000 EACH | 23.00000 368.00| 23.00000 368.00| 24.44000 391.04
SIGN, SHEET, AND SUPPORTS, REMOVE | | |
0453 802-07151 15.000 EACH | 222.00000 3330.00| 222.00000 3330.00| 235.89000 3538.35
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, VII | | |
0454 802-08456 2.000 EACH | 222.00000 444.00| 222.00000 444.00| 235.89000 471.78
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, VIII | | |
0455 802-09536 4.000 EACH | 19832.26000 79329.04| 8702.00000 34808.00| 11756.07000 47024.28
SIGN BOX TRUSS STRUCTURE FOUNDATION AT | | |
45 IN. CONCRETE BARRIER WALL , MODIFIED | | |
0456 802-09537 15.000 EACH | 10758.00000 161370.00| 10758.00000 161370.00| 11430.90000 171463.50
SIGN BOX TRUSS STRUCTURE FOUNDATION AT | | |
36 IN. , MEDIAN AND SHOULDER | | |
0457 802-09577 1.000 EACH | 28915.00000 28915.00| 28915.00000 28915.00| 30723.60000 30723.60
OVERHEAD SIGN STRUCTURE, CANTILEVER, | | |
TYPE E | | |
0458 802-09578 1.000 EACH | 31115.00000 31115.00| 31115.00000 31115.00| 33061.21000 33061.21
OVERHEAD SIGN STRUCTURE, CANTILEVER, | | |
TYPE F | | |
0459 802-09580 1.000 EACH | 6318.00000 6318.00| 6318.00000 6318.00| 10596.63000 10596.63
CANTILEVER SIGN SUPPORT FOUNDATION, 45 | | |
IN. | | |
0460 802-09581 1.000 EACH | 6318.00000 6318.00| 6318.00000 6318.00| 6713.18000 6713.18
CANTILEVER SIGN SUPPORT FOUNDATION, | | |
DRILLED SHAFT, 36 IN. | | |
0461 802-09711 2.000 EACH | 15400.37000 30800.74| 9307.00000 18614.00| 13192.73000 26385.46
BOX TRUSS SIGN STRUCTURE FOUNDATION, 45 | | |
IN. | | |
0462 802-09712 4.000 EACH | 59481.00000 237924.00| 59481.00000 237924.00| 63201.47000 252805.88
OVERHEAD SIGN STRUCTURE, A | | |
0463 802-09713 6.000 EACH | 61131.00000 366786.00| 61131.00000 366786.00| 64954.67000 389728.02
OVERHEAD SIGN STRUCTURE, B | | |
0464 802-09714 2.000 EACH | 105131.00000 210262.00| 105121.00000 210242.00| 111706.82000 223413.64
OVERHEAD SIGN STRUCTURE, C | | |
0465 802-09838 319.000 SFT | 12.00000 3828.00| 12.00000 3828.00| 12.75000 4067.25
SIGN, SHEET, WITH LEGEND 0.080 IN. | | |
THICKNESS | | |
0466 802-09840 1309.000 SFT | 13.50000 17671.50| 13.50000 17671.50| 14.34000 18771.06
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0467 802-09842 39.000 SFT | 13.00000 507.00| 13.00000 507.00| 13.81000 538.59
SIGN, SHEET, WITH LEGEND 0.125 IN | | |
THICKNESS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 190 -25
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-31358-A COUNTIES : MARION
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 99-9996209 |( 2 ) 99-9996114 |( 3 ) 31-1023518
|WALSH CONSTRUCTION CO/E & B |RIETH RILEY/BEATY CONSTRUCTI |KOKOSING CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0468 802-76095 5029.000 LBS | 2.80000 14081.20| 2.80000 14081.20| 2.98000 14986.42
STRUCTURAL STEEL, BREAKAWAY | | |
0469 802-76205 1.000 EACH | 617.00000 617.00| 617.00000 617.00| 655.59000 655.59
SIGN MODIFICATION (OVERHEAD) | | |
0470 802-93388 1.000 EACH | 561.00000 561.00| 561.00000 561.00| 596.09000 596.09
BARRIER WALL SIGN BRACKET ASSEMBLY, | | |
MEDIAN | | |
0471 802-93389 14.000 EACH | 1111.00000 15554.00| 1111.00000 15554.00| 1180.49000 16526.86
BARRIER WALL SIGN BRACKET, SHOULDER | | |
0472 804-06725 12.000 EACH | 39.78000 477.36| 23.00000 276.00| 25.00000 300.00
DELINEATOR WITH POST, D1, 3 IN. DIA. | | |
0473 804-06770 45.000 EACH | 34.68000 1560.60| 22.00000 990.00| 35.00000 1575.00
DELINEATOR POST | | |
0474 805-01815 4.000 EACH | 2405.00000 9620.00| 2405.00000 9620.00| 2545.69000 10182.76
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |
FT. | | |
0475 805-01842 16.000 EACH | 835.00000 13360.00| 835.00000 13360.00| 883.85000 14141.60
HANDHOLE, SIGNAL | | |
0476 805-01885 1.000 EACH | 1332.00000 1332.00| 1332.00000 1332.00| 1409.92000 1409.92
MAST ARM, 30 FT. | | |
0477 805-02087 LUMP | 708.00000 708.00| 708.00000 708.00| 749.42000 749.42
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
0478 805-02150 10.000 EACH | 552.00000 5520.00| 552.00000 5520.00| 584.29000 5842.90
PEDESTRIAN SIGNAL HEAD, 18 IN. | | |
0479 805-02262 LUMP | 6035.00000 6035.00| 6035.00000 6035.00| 6388.04000 6388.04
FLASHER INSTALLATION | | |
0480 805-04133 4.000 EACH | 564.00000 2256.00| 564.00000 2256.00| 596.99000 2387.96
SIGNAL PEDESTAL, 12 FT. | | |
0481 805-06592 7135.300 LFT | 8.50000 60650.05| 8.50000 60650.05| 9.00000 64217.70
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0483 805-09471 44.000 EACH | 240.00000 10560.00| 240.00000 10560.00| 254.04000 11177.76
SIGNAL CABLE, PREFORMED PAVE-OVER LOOP | | |
0484 805-09539 9.000 EACH | 555.00000 4995.00| 555.00000 4995.00| 587.47000 5287.23
LOOP DETECTOR DELAY COUNTING AMPLIFIER, | | |
2 CHANNEL | | |
0485 805-78109 1.000 EACH | 14283.00000 14283.00| 14283.00000 14283.00| 15118.53000 15118.53
CONTROLLER AND CABINET, SECONDARY, MENU | | |
DRIVEN, 8 PHASE | | |
0486 805-78205 6.000 EACH | 837.00000 5022.00| 837.00000 5022.00| 885.96000 5315.76
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 190 -26
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-31358-A COUNTIES : MARION
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 99-9996209 |( 2 ) 99-9996114 |( 3 ) 31-1023518
|WALSH CONSTRUCTION CO/E & B |RIETH RILEY/BEATY CONSTRUCTI |KOKOSING CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0487 805-78215 4.000 EACH | 669.00000 2676.00| 669.00000 2676.00| 708.14000 2832.56
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER ARROW, GREEN ARROW | | |
0488 805-78230 1.000 EACH | 1248.00000 1248.00| 1248.00000 1248.00| 1321.01000 1321.01
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0489 805-78370 10.000 EACH | 159.00000 1590.00| 159.00000 1590.00| 168.30000 1683.00
PEDESTRIAN PUSH BUTTON | | |
0490 805-78415 4.000 EACH | 1914.00000 7656.00| 1914.00000 7656.00| 2025.97000 8103.88
SPAN, CATENARY, AND TETHER | | |
0491 805-78420 3.000 EACH | 206.00000 618.00| 206.00000 618.00| 218.05000 654.15
DISCONNECT HANGER | | |
0492 805-78445 1.000 EACH | 775.00000 775.00| 775.00000 775.00| 820.34000 820.34
SIGNAL SERVICE | | |
0493 805-78467 60.000 LFT | 2.20000 132.00| 2.20000 132.00| 2.33000 139.80
SIGNAL CABLE, 3C 8GA. | | |
0494 805-78480 1848.000 LFT | 1.00000 1848.00| 1.00000 1848.00| 1.06000 1958.88
SIGNAL CABLE, 3C 14GA. | | |
0495 805-78485 2972.700 LFT | 1.20000 3567.24| 1.20000 3567.24| 1.27000 3775.33
SIGNAL CABLE, 5C 14GA. | | |
0496 805-78490 536.000 LFT | 1.50000 804.00| 1.50000 804.00| 1.59000 852.24
SIGNAL CABLE, 7C 14GA. | | |
0497 805-78510 5611.800 LFT | 0.85000 4770.03| 0.85000 4770.03| 0.90000 5050.62
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0498 805-78900 4.000 EACH | 644.00000 2576.00| 644.00000 2576.00| 681.67000 2726.68
PEDESTAL FOUNDATION, A | | |
0499 805-78925 1.000 EACH | 1093.00000 1093.00| 1093.00000 1093.00| 1156.94000 1156.94
CONTROLLER CABINET FOUNDATION, P1 | | |
0500 805-81060 4.000 EACH | 4534.00000 18136.00| 4534.00000 18136.00| 4799.23000 19196.92
SIGNAL STRAIN POLE, STEEL, 36 FT. | | |
0501 805-86890 1710.000 LFT | 0.70000 1197.00| 0.70000 1197.00| 0.74000 1265.40
POLE CIRCUIT CABLE, 1C NO. 10 THW OR TW | | |
STRANDED COPPER | | |
0502 805-87780 8.000 EACH | 45.00000 360.00| 45.00000 360.00| 47.63000 381.04
CIRCUIT BREAKER , 30 AMP | | |
0503 805-90736 1.000 EACH | 361.00000 361.00| 361.00000 361.00| 382.12000 382.12
TELEPHONE MODEM | | |
0504 805-92504 1.000 EACH | 290.00000 290.00| 290.00000 290.00| 306.96000 306.96
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0505 805-95209 540.000 DAY | 688.80000 371952.00| 672.00000 362880.00| 688.80000 371952.00
TRUCK, TOW | | |
0506 805-95663 LUMP | 27806.00000 27806.00| 27806.00000 27806.00| 28704.11000 28704.11
ELECTRICAL WORK , GENERAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 190 -27
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-31358-A COUNTIES : MARION
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 99-9996209 |( 2 ) 99-9996114 |( 3 ) 31-1023518
|WALSH CONSTRUCTION CO/E & B |RIETH RILEY/BEATY CONSTRUCTI |KOKOSING CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0507 805-95663 LUMP | 5000.00000 5000.00| 7866.00000 7866.00| 8120.06000 8120.06
ELECTRICAL WORK , SPRINKLER | | |
0508 805-97237 4728.000 LFT | 6.50000 30732.00| 6.50000 30732.00| 6.71000 31724.88
WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | |
CONDUIT, 4 1/C | | |
0509 807-01077 6.000 EACH | 1421.00000 8526.00| 1421.00000 8526.00| 1466.90000 8801.40
EXTERNAL WINCH PAD, CONCRETE | | |
0510 807-02191 29.000 EACH | 539.00000 15631.00| 539.00000 15631.00| 556.41000 16135.89
HANDHOLE, LIGHTING | | |
0511 807-04654 15.000 EACH | 1122.00000 16830.00| 1122.00000 16830.00| 1158.24000 17373.60
LIGHT POLE , 40 FT. E.M.H, ANCHOR BASE | | |
0512 807-04654 9.000 EACH | 1397.00000 12573.00| 1397.00000 12573.00| 1442.12000 12979.08
LIGHT POLE , 40 FT. E.M.H, TRANSFORMER | | |
BASE | | |
0513 807-07580 10155.000 LFT | 6.50000 66007.50| 6.50000 66007.50| 6.71000 68140.05
WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | |
TRENCH, 4 1/C | | |
0514 807-08469 24.000 EACH | 320.00000 7680.00| 320.00000 7680.00| 655.30000 15727.20
LIGHTING FOUNDATION, CONCRETE, WITH | | |
GROUNDING, 24" X 24" X 96" | | |
0515 807-82053 2.000 EACH | 1179.00000 2358.00| 1179.00000 2358.00| 1217.08000 2434.16
UNDERPASS CIRCUIT INSTALLATION, 3 | | |
LUMINAIRES | | |
0516 807-82400 6.000 EACH | 22069.00000 132414.00| 22069.00000 132414.00| 22781.81000 136690.86
LIGHT POLE, HIGH MAST, 125 FT. E.M.H. | | |
0517 807-82990 1.000 EACH | 2420.00000 2420.00| 2420.00000 2420.00| 2498.16000 2498.16
TOWER LIGHTING WINCH DRIVE | | |
0518 807-86620 48.000 EACH | 475.00000 22800.00| 475.00000 22800.00| 490.34000 23536.32
LUMINAIRE, ROADWAY, HIGH PRESSURE | | |
SODIUM, 400 WATT | | |
0519 807-86665 36.000 EACH | 630.00000 22680.00| 630.00000 22680.00| 650.35000 23412.60
LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | |
PRESSURE SODIUM | | |
0520 807-86750 6.000 EACH | 800.00000 4800.00| 800.00000 4800.00| 825.84000 4955.04
LUMINAIRE UNDERPASS, WALL MOUNTED, HIGH | | |
PRESSURE SODIUM, 150 WATT | | |
0521 807-86810 2.000 EACH | 4047.00000 8094.00| 4047.00000 8094.00| 4177.72000 8355.44
SERVICE POINT, II | | |
0522 807-86832 6.000 EACH | 5267.00000 31602.00| 5267.00000 31602.00| 5437.12000 32622.72
CONCRETE FOUNDATION WITH GROUNDING, | | |
HIGH MAST TOWER | | |
0523 807-86910 30.000 EACH | 53.50000 1605.00| 53.50000 1605.00| 55.23000 1656.90
CONNECTOR KIT, UNFUSED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 190 -28
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-31358-A COUNTIES : MARION
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 99-9996209 |( 2 ) 99-9996114 |( 3 ) 31-1023518
|WALSH CONSTRUCTION CO/E & B |RIETH RILEY/BEATY CONSTRUCTI |KOKOSING CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0524 807-86915 30.000 EACH | 51.50000 1545.00| 51.50000 1545.00| 53.16000 1594.80
CONNECTOR KIT, FUSED | | |
0525 807-86925 175.000 EACH | 37.00000 6475.00| 37.00000 6475.00| 38.20000 6685.00
MULTIPLE COMPRESSION FITTING, | | |
WATERPROOFED | | |
0526 807-86935 173.000 EACH | 37.00000 6401.00| 37.00000 6401.00| 38.20000 6608.60
INSULATION LINK, WATERPROOFED | | |
0527 807-86950 36.000 EACH | 42.50000 1530.00| 42.50000 1530.00| 43.87000 1579.32
SIGN, UNDERPASS, AND ROADWAY LIGHTING | | |
LOCATION IDENTIFICATION | | |
0528 808-03002 2310.000 LFT | 0.35000 808.50| 0.40000 924.00| 0.53000 1224.30
LINE, EPOXY, BROKEN, WHITE, 4 IN. | | |
0529 808-03631 55003.000 LFT | 0.35000 19251.05| 0.40000 22001.20| 0.53000 29151.59
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |
0530 808-03632 47305.000 LFT | 0.35000 16556.75| 0.40000 18922.00| 0.53000 25071.65
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
0531 808-05534 12384.000 LFT | 0.95000 11764.80| 0.44000 5448.96| 0.58000 7182.72
LINE, EPOXY, SOLID, WHITE, 8 IN. | | |
0532 808-05535 657.000 LFT | 8.95000 5880.15| 12.00000 7884.00| 15.79000 10374.03
TRANSVERSE MARKINGS, EPOXY, SOLID, | | |
WHITE, CROSSHATCH LINE, 24 IN. | | |
0533 808-05866 97.000 SYS | 32.50000 3152.50| 25.00000 2425.00| 32.90000 3191.30
PAVEMENT MESSAGE MARKING, REMOVE | | |
0534 808-06368 288.000 LFT | 3.95000 1137.60| 5.00000 1440.00| 6.58000 1895.04
TRANSVERSE MARKING, REMOVE | | |
0535 808-06702 4797.000 LFT | 0.95000 4557.15| 0.37000 1774.89| 0.49000 2350.53
LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | |
IN. | | |
0536 808-06703 5611.000 LFT | 0.45000 2524.95| 0.30000 1683.30| 0.39000 2188.29
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0537 808-06716 204784.000 LFT | 0.26000 53243.84| 0.27000 55291.68| 0.36000 73722.24
LINE, REMOVE | | |
0538 808-06848 705.000 LFT | 4.95000 3489.75| 2.70000 1903.50| 3.55000 2502.75
LINE, EPOXY, DOTTED, WHITE, 4 IN, 24 IN | | |
LINE, 48 IN GAP | | |
0539 808-09038 41.000 LFT | 4.95000 202.95| 3.50000 143.50| 4.61000 189.01
TRANSVERSE MARKINGS, EPOXY, SOLID, | | |
WHITE, CROSSHATCH LINE, 12 IN. | | |
0540 808-74805 544.000 LFT | 9.50000 5168.00| 7.00000 3808.00| 9.21000 5010.24
TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | |
24 IN. | | |
0541 808-74807 33.000 EACH | 150.00000 4950.00| 175.00000 5775.00| 230.32000 7600.56
PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | |
INDICATIONS ARROWS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 190 -29
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-31358-A COUNTIES : MARION
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 99-9996209 |( 2 ) 99-9996114 |( 3 ) 31-1023518
|WALSH CONSTRUCTION CO/E & B |RIETH RILEY/BEATY CONSTRUCTI |KOKOSING CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0542 808-74808 17.000 EACH | 215.00000 3655.00| 200.00000 3400.00| 263.23000 4474.91
PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | |
(ONLY) | | |
0543 808-74811 22007.000 LFT | 0.43000 9463.01| 0.44000 9683.08| 0.58000 12764.06
LINE, EPOXY, BROKEN, WHITE, 5 IN. | | |
0544 808-75245 4750.000 LFT | 0.45000 2137.50| 0.30000 1425.00| 0.39000 1852.50
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0545 808-75996 747.000 EACH | 3.45000 2577.15| 4.80000 3585.60| 10.00000 7470.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0546 808-75998 1947.000 EACH | 17.85000 34753.95| 17.85000 34753.95| 13.41000 26109.27
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0547 808-94455 866.000 LFT | 2.24000 1939.84| 3.75000 3247.50| 4.94000 4278.04
TRANSVERSE MARKINGS, EPOXY, CROSSWALK, | | |
6 IN. | | |
0548 619-09437 5409.000 SFT | 6.00000 32454.00| 6.00000 32454.00| 5.40000 29208.60
PAINT STEEL BRIDGE, PARTIAL, TYPE 1 , | | |
BRIDGE NO 6 | | |
0549 605-06095 440.000 LFT | 9.25000 4070.00| 20.35000 8954.00| 20.00000 8800.00
CURB, INTEGRAL, B, CONCRETE | | |
0550 602-06976 6728.000 LFT | 43.46000 292398.88| 67.80000 456158.40| 50.00000 336400.00
BARRIER, CONCRETE, 45 IN., MODIFIED , 2 | | |
0551 723-09070 419.000 LFT | 1300.00000 544700.00| 960.00000 402240.00| 1600.00000 670400.00
STRUCTURE, PRECAST THREE-SIDED, 144 IN. | | |
X 108 IN. | | |
0554 210-06685 7.000 EACH | 6890.00000 48230.00| 29270.00000 204890.00| 9000.00000 63000.00
LANDMARK PYLON TOWER , FOUNDATION | | |
MASONRY | | |
0555 210-06686 1.000 EACH | 6450.00000 6450.00| 24520.00000 24520.00| 9000.00000 9000.00
MEDIAN PYLON TOWER , FOUNDATION MASONRY | | |
0556 802-09711 1.000 EACH | 9307.00000 9307.00| 9307.00000 9307.00| 13206.69000 13206.69
BOX TRUSS SIGN STRUCTURE FOUNDATION, 45 | | |
IN. , CAISSON, MODIFIED | | |
0557 202-06541 7.000 EACH | 5977.97000 41845.79| 5851.00000 40957.00| 1300.00000 9100.00
REMOVE , AND REUSE LANDMARK BANNER POLE | | |
0558 715-02963 LUMP | 27198.09000 27198.09| 1.00000 1.00| 4800.00000 4800.00
TEMPORARY SANITARY SEWAGE PUMPING | | |
0559 805-07847 LUMP | 4523.00000 4523.00| 4523.00000 4523.00| 4787.59000 4787.59
SYSTEM , SIGNAL INTERCONNECT WIRELESS | | |
0560 202-03000 LUMP | 103500.00000 103500.00| 124000.00000 124000.00| 103500.00000 103500.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 6 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 190 -30
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : IR-31358-A COUNTIES : MARION
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 99-9996209 |( 2 ) 99-9996114 |( 3 ) 31-1023518
|WALSH CONSTRUCTION CO/E & B |RIETH RILEY/BEATY CONSTRUCTI |KOKOSING CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0561 202-03000 LUMP | 23000.00000 23000.00| 25374.00000 25374.00| 23000.00000 23000.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 7 | | |
0562 202-01000 LUMP | 1776.28000 1776.28| 5000.00000 5000.00| 1000.00000 1000.00
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |
PARCEL 81 | | |
0563 202-01000 LUMP | 1974.25000 1974.25| 5000.00000 5000.00| 500.00000 500.00
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |
PARCEL 32 | | |
0564 202-01000 LUMP | 7651.97000 7651.97| 1.00000 1.00| 7500.00000 7500.00
STRUCTURES AND OBSTRUCTIONS, REMOVE | | |
0565 202-01261 2.000 EACH | 857.50000 1715.00| 1725.00000 3450.00| 1200.00000 2400.00
TESTING FOR ASBESTOS | | |
SECTION TOTALS | $ 59,460,749.91| $ 58,766,955.42| $ 63,835,404.16
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 65,145,473.99| $ 66,420,953.00| $ 70,668,428.22
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 220 -1
VENDOR RANKING
CALL ORDER : 220 CONTRACT ID : R -25921-A COUNTIES : ST. JOSEPH
LETTING DATE : 02/10/10 10:00 AM DISTRICT : LAPORTE DISTRICT
DESCRIPTION : INTERSECTION IMPROVEMENT COMPLETION DATE : 08/06/10
LOCATION : AT SR 23 AND SR 933 PROJECT(S) : 5571004
5571004
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0918397 RIETH RILEY CONSTRUCTION $ 764,427.00 100.0000%
2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 786,367.40 102.8702%
3 35-1120685 WALSH & KELLY INC $ 797,349.08 104.3068%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 220 -2
TABULATION OF BIDS
CALL ORDER : 220 CONTRACT ID : R -25921-A COUNTIES : ST. JOSEPH
LETTING DATE : 02/10/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1065659 |( 3 ) 35-1120685
|RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |WALSH & KELLY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 INTERSECTION IMPROVEMENT
| | |
0001 105-06845 LUMP | 86198.76000 86198.76| 30304.30000 30304.30| 6000.00000 6000.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0008 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0009 110-01001 LUMP | 42000.00000 42000.00| 39300.00000 39300.00| 39000.00000 39000.00
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 13730.00000 13730.00| 15700.00000 15700.00| 10500.00000 10500.00
CLEARING RIGHT OF WAY | | |
0011 202-02279 577.000 m | 3.50000 2019.50| 3.50000 2019.50| 5.00000 2885.00
CURB AND GUTTER, REMOVE | | |
0012 202-02637 29.000 m | 58.00000 1682.00| 58.00000 1682.00| 175.00000 5075.00
PIPE, ABANDON AND GROUT | | |
0013 202-02844 2.000 EACH | 1800.00000 3600.00| 1800.00000 3600.00| 1800.00000 3600.00
SIGN STRUCTURE, OVERHEAD, MONOTUBE, | | |
REMOVE | | |
0014 202-02928 2.000 EACH | 275.00000 550.00| 275.00000 550.00| 1000.00000 2000.00
CATCH BASIN, REMOVE | | |
0015 202-04890 14.000 EACH | 1100.00000 15400.00| 1700.00000 23800.00| 800.00000 11200.00
WELL , WINDOW WITH GRATE | | |
0016 202-06580 10.000 m3 | 300.00000 3000.00| 300.00000 3000.00| 300.00000 3000.00
CONTAMINATED SOIL, REMOVE | | |
0017 202-52710 1113.000 m2 | 3.50000 3895.50| 3.50000 3895.50| 5.00000 5565.00
SIDEWALK, CONCRETE, REMOVE | | |
0018 202-78515 LUMP | 1240.00000 1240.00| 1240.00000 1240.00| 1240.00000 1240.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0019 202-91385 9.000 EACH | 230.00000 2070.00| 230.00000 2070.00| 750.00000 6750.00
INLET, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 220 -3
TABULATION OF BIDS
CALL ORDER : 220 CONTRACT ID : R -25921-A COUNTIES : ST. JOSEPH
LETTING DATE : 02/10/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1065659 |( 3 ) 35-1120685
|RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |WALSH & KELLY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 203-02000 863.000 m3 | 13.80000 11909.40| 15.00000 12945.00| 20.00000 17260.00
EXCAVATION, COMMON | | |
0021 205-09543 100.000 Mg | 2.46000 246.00| 24.65000 2465.00| 20.00000 2000.00
NO 2 STONE | | |
0022 207-08267 449.000 m2 | 10.20000 4579.80| 10.20000 4579.80| 20.00000 8980.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0023 207-08268 1725.000 m2 | 15.25000 26306.25| 15.25000 26306.25| 20.00000 34500.00
SUBGRADE TREATMENT, TYPE IV | | |
0024 211-09265 382.000 m3 | 44.00000 16808.00| 44.00000 16808.00| 30.00000 11460.00
STRUCTURE BACKFILL, TYPE 2 | | |
0025 211-09267 20.000 m3 | 113.10000 2262.00| 113.10000 2262.00| 200.00000 4000.00
STRUCTURE BACKFILL, TYPE 4 | | |
0026 303-08210 110.000 Mg | 26.65000 2931.50| 26.65000 2931.50| 21.00000 2310.00
COMPACTED AGGREGATE NO. 53, TEMPORARY | | |
FOR DRIVEWAYS | | |
0027 304-07494 88.000 Mg | 60.00000 5280.00| 75.00000 6600.00| 175.00000 15400.00
WIDENING WITH HMA, TYPE C | | |
0028 306-08033 224.000 m2 | 2.00000 448.00| 3.45000 772.80| 2.00000 448.00
MILLING, ASPHALT, 25 mm | | |
0029 306-08034 2216.200 m2 | 2.00000 4432.40| 2.00000 4432.40| 2.00000 4432.40
MILLING, ASPHALT, 38 mm | | |
0030 306-08036 1839.300 m2 | 2.00000 3678.60| 1.95000 3586.64| 2.00000 3678.60
MILLING, ASPHALT, 50 mm | | |
0031 306-08043 834.000 m2 | 2.00000 1668.00| 2.85000 2376.90| 2.00000 1668.00
MILLING, TRANSITION | | |
0032 402-07434 590.000 Mg | 60.00000 35400.00| 62.00000 36580.00| 70.00000 41300.00
HMA SURFACE, TYPE C | | |
0033 402-07439 690.000 Mg | 60.00000 41400.00| 57.00000 39330.00| 70.00000 48300.00
HMA INTERMEDIATE, TYPE C | | |
0034 402-07442 476.000 Mg | 60.00000 28560.00| 62.00000 29512.00| 70.00000 33320.00
HMA BASE, TYPE C | | |
0035 406-05520 3.000 Mg | 1.00000 3.00| 100.00000 300.00| 1000.00000 3000.00
ASPHALT FOR TACK COAT | | |
0036 604-07896 14.000 m2 | 100.00000 1400.00| 102.00000 1428.00| 100.00000 1400.00
CURB RAMP, CONCRETE, B | | |
0037 604-07897 10.000 m2 | 100.00000 1000.00| 102.00000 1020.00| 100.00000 1000.00
CURB RAMP, CONCRETE, C | | |
0038 604-07900 23.000 m2 | 100.00000 2300.00| 102.00000 2346.00| 100.00000 2300.00
CURB RAMP, CONCRETE, F | | |
0039 604-07903 24.000 m2 | 100.00000 2400.00| 102.00000 2448.00| 100.00000 2400.00
CURB RAMP, CONCRETE, K | | |
0040 604-91531 934.000 m2 | 30.00000 28020.00| 32.00000 29888.00| 37.00000 34558.00
SIDEWALK, CONCRETE, 100 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 220 -4
TABULATION OF BIDS
CALL ORDER : 220 CONTRACT ID : R -25921-A COUNTIES : ST. JOSEPH
LETTING DATE : 02/10/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1065659 |( 3 ) 35-1120685
|RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |WALSH & KELLY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 605-06120 56.000 m | 43.00000 2408.00| 46.00000 2576.00| 50.00000 2800.00
CURB, CONCRETE | | |
0042 605-06140 539.000 m | 36.00000 19404.00| 39.00000 21021.00| 60.00000 32340.00
CURB AND GUTTER, CONCRETE | | |
0043 610-07712 449.000 m2 | 38.00000 17062.00| 40.00000 17960.00| 50.00000 22450.00
PCCP FOR APPROACHES, 150 mm | | |
0044 615-06490 7.000 EACH | 170.00000 1190.00| 170.00000 1190.00| 170.00000 1190.00
RIGHT OF WAY MARKER | | |
0045 615-06505 6.000 EACH | 940.00000 5640.00| 940.00000 5640.00| 940.00000 5640.00
MONUMENT, B | | |
0046 621-06567 17.000 kL | 1.00000 17.00| 1.00000 17.00| 1.00000 17.00
WATER | | |
0047 621-06575 926.000 m2 | 5.94000 5500.44| 3.59000 3324.34| 3.59000 3324.34
SODDING, NURSERY | | |
0048 628-09402 10.000 MOS | 500.00000 5000.00| 2200.00000 22000.00| 1689.00000 16890.00
FIELD OFFICE, B | | |
0049 628-09407 10.000 MOS | 100.00000 1000.00| 231.00000 2310.00| 231.00000 2310.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0050 715-01841 35.100 m | 186.00000 6528.60| 186.00000 6528.60| 215.00000 7546.50
PIPE, DUCTILE IRON, 375 mm | | |
0051 715-03877 28.500 m | 215.00000 6127.50| 215.00000 6127.50| 272.00000 7752.00
PIPE, DUCTILE IRON, 450 mm | | |
0052 715-05149 12.500 m | 148.00000 1850.00| 148.00000 1850.00| 118.00000 1475.00
PIPE, TYPE 2, CIRCULAR, 300 mm | | |
0053 715-05151 99.000 m | 108.00000 10692.00| 108.00000 10692.00| 125.00000 12375.00
PIPE, TYPE 2, CIRCULAR, 375 mm | | |
0054 715-05152 132.000 m | 127.00000 16764.00| 127.00000 16764.00| 140.00000 18480.00
PIPE, TYPE 2, CIRCULAR, 450 mm | | |
0055 715-05156 3.000 m | 190.00000 570.00| 190.00000 570.00| 600.00000 1800.00
PIPE, TYPE 2, CIRCULAR, 750 mm | | |
0056 715-08306 35.000 Mg | 60.00000 2100.00| 130.00000 4550.00| 75.00000 2625.00
HMA FOR STRUCTURE INSTALLATION, TYPE C | | |
0057 715-09064 364.000 m | 3.40000 1237.60| 3.40000 1237.60| 6.00000 2184.00
VIDEO INSPECTION FOR PIPE | | |
0058 715-91361 96.000 m | 83.75000 8040.00| 80.00000 7680.00| 110.00000 10560.00
PIPE, PVC, 150 mm | | |
0060 720-44000 2.000 EACH | 380.00000 760.00| 600.00000 1200.00| 500.00000 1000.00
CASTING, ADJUST TO GRADE | | |
0061 720-45410 4.000 EACH | 2290.00000 9160.00| 3090.00000 12360.00| 3645.00000 14580.00
MANHOLE, C4 | | |
0062 720-94840 3.000 EACH | 175.00000 525.00| 400.00000 1200.00| 250.00000 750.00
CASTING, ADJUST TO GRADE, WATER VALVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 220 -5
TABULATION OF BIDS
CALL ORDER : 220 CONTRACT ID : R -25921-A COUNTIES : ST. JOSEPH
LETTING DATE : 02/10/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1065659 |( 3 ) 35-1120685
|RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |WALSH & KELLY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0063 720-98174 2.000 EACH | 2145.00000 4290.00| 2945.00000 5890.00| 2955.00000 5910.00
INLET, B15 | | |
0064 801-02595 1.000 EACH | 140.00000 140.00| 140.00000 140.00| 140.00000 140.00
CONTROLLER, RESET TIMING | | |
0065 801-03290 4.000 EACH | 125.00000 500.00| 125.00000 500.00| 125.00000 500.00
CONSTRUCTION SIGN, C | | |
0066 801-04308 2.000 EACH | 225.00000 450.00| 225.00000 450.00| 225.00000 450.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0067 801-06207 3569.000 m | 3.35000 11956.15| 2.75000 9814.75| 2.75000 9814.75
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
100 mm | | |
0068 801-06211 9.000 EACH | 70.00000 630.00| 70.00000 630.00| 70.00000 630.00
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
REMOVABLE, LANE INDICATION ARROW | | |
0069 801-06212 3.000 EACH | 129.00000 387.00| 129.00000 387.00| 129.00000 387.00
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
REMOVABLE, WORD (ONLY) | | |
0070 801-06218 84.300 m | 17.50000 1475.25| 17.50000 1475.25| 17.50000 1475.25
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
REMOVABLE, 600 mm | | |
0071 801-06469 640.000 m | 5.83000 3731.20| 5.50000 3520.00| 5.50000 3520.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
200 mm | | |
0072 801-06640 19.000 EACH | 100.00000 1900.00| 100.00000 1900.00| 100.00000 1900.00
CONSTRUCTION SIGN, A | | |
0073 801-06645 1.000 EACH | 50.00000 50.00| 50.00000 50.00| 58.00000 58.00
CONSTRUCTION SIGN, B | | |
0074 801-06710 400.000 DAY | 8.00000 3200.00| 8.00000 3200.00| 8.00000 3200.00
FLASHING ARROW SIGN | | |
0075 801-06775 LUMP | 18600.00000 18600.00| 52120.00000 52120.00| 20000.00000 20000.00
MAINTAINING TRAFFIC | | |
0076 801-07118 20.300 m | 31.95000 648.59| 31.95000 648.59| 31.95000 648.59
BARRICADE, III-A | | |
0077 801-09087 150.000 m | 8.25000 1237.50| 8.25000 1237.50| 8.25000 1237.50
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
300 mm | | |
0078 802-05701 9.300 m | 42.64000 396.55| 42.64000 396.55| 42.64000 396.55
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0079 802-07159 5.000 EACH | 4400.00000 22000.00| 4400.00000 22000.00| 4400.00000 22000.00
CANTILEVER TRAFFIC SIGN SUPPORT | | |
FOUNDATION, II | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 220 -6
TABULATION OF BIDS
CALL ORDER : 220 CONTRACT ID : R -25921-A COUNTIES : ST. JOSEPH
LETTING DATE : 02/10/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1065659 |( 3 ) 35-1120685
|RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |WALSH & KELLY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0080 802-09838 18.900 m2 | 135.63000 2563.41| 135.63000 2563.41| 135.63000 2563.41
SIGN, SHEET, WITH LEGEND 2.03mm | | |
THICKNESS | | |
0081 802-09841 2.200 m2 | 236.81000 520.98| 236.81000 520.98| 236.81000 520.98
SIGN, DOUBLE-FACED, SHEET, WITH LEGEND | | |
3.18 mm THICKNESS | | |
0082 802-76100 2.000 EACH | 19000.00000 38000.00| 19000.00000 38000.00| 19000.00000 38000.00
SPAN OVERHEAD SIGN STRUCTURE, MONOTUBE | | |
0083 802-76135 1.000 EACH | 16200.00000 16200.00| 16200.00000 16200.00| 16200.00000 16200.00
OVERHEAD SIGN STRUCTURE, CANTILEVER | | |
SINGLE ARM | | |
0084 802-76235 1.000 EACH | 320.00000 320.00| 320.00000 320.00| 320.00000 320.00
INSTALL OVERHEAD SIGN | | |
0085 805-01816 3.000 EACH | 940.00000 2820.00| 940.00000 2820.00| 940.00000 2820.00
SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | |
mm X 2500 mm | | |
0086 805-01842 6.000 EACH | 640.00000 3840.00| 640.00000 3840.00| 640.00000 3840.00
HANDHOLE, SIGNAL | | |
0087 805-01844 89.000 m | 37.06000 3298.34| 37.06000 3298.34| 37.06000 3298.34
CONDUIT, STEEL, GALVANIZED, 50 mm, | | |
UNDERGROUND | | |
0088 805-02077 1.000 EACH | 4600.00000 4600.00| 4600.00000 4600.00| 4600.00000 4600.00
SIGNAL CANTILEVER STRUCTURE, 12.2 m ARM | | |
0089 805-03370 8.000 EACH | 760.00000 6080.00| 760.00000 6080.00| 760.00000 6080.00
PEDESTRIAN SIGNAL HEAD, WITH | | |
INTERNATIONAL SYMBOLS, 460 mm | | |
0090 805-03582 1.000 EACH | 5210.00000 5210.00| 5210.00000 5210.00| 5210.00000 5210.00
SIGNAL AND LIGHTING COMBINATION POLE, | | |
10.7 m SIGNAL ARM, 1.5 m LUMINAIRE ARM, | | |
10.7 m E.M.H. | | |
0091 805-06641 1.000 EACH | 6000.00000 6000.00| 6000.00000 6000.00| 6000.00000 6000.00
SIGNAL TWIN ARM CANTILEVER STRUCTURE, | | |
12 m AND 11 m | | |
0092 805-09240 1.000 EACH | 650.00000 650.00| 650.00000 650.00| 650.00000 650.00
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
0093 805-09720 27.500 m | 59.04000 1623.60| 59.04000 1623.60| 59.04000 1623.60
CONDUIT, STEEL, GALVANIZED, 75 mm, | | |
UNDERGROUND | | |
0094 805-09721 28.500 m | 101.68000 2897.88| 101.68000 2897.88| 101.68000 2897.88
CONDUIT, STEEL, GALVANIZED, .100 mm, | | |
UNDERGROUND | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 220 -7
TABULATION OF BIDS
CALL ORDER : 220 CONTRACT ID : R -25921-A COUNTIES : ST. JOSEPH
LETTING DATE : 02/10/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1065659 |( 3 ) 35-1120685
|RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |WALSH & KELLY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0095 805-09722 6.500 m | 131.20000 852.80| 131.20000 852.80| 131.20000 852.80
CONDUIT, STEEL, GALVANIZED, 125 mm, | | |
UNDERGROUND | | |
0096 805-78109 1.000 EACH | 26400.00000 26400.00| 26400.00000 26400.00| 26400.00000 26400.00
CONTROLLER AND CABINET, SECONDARY, MENU | | |
DRIVEN, 8 PHASE | | |
0097 805-78205 6.000 EACH | 900.00000 5400.00| 900.00000 5400.00| 900.00000 5400.00
TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | |
AMBER, GREEN | | |
0098 805-78230 1.000 EACH | 1320.00000 1320.00| 1320.00000 1320.00| 1320.00000 1320.00
TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0099 805-78370 8.000 EACH | 142.00000 1136.00| 142.00000 1136.00| 142.00000 1136.00
PEDESTRIAN PUSH BUTTON | | |
0100 805-78467 72.500 m | 6.56000 475.60| 6.56000 475.60| 6.56000 475.60
SIGNAL CABLE, 3C 8GA. | | |
0101 805-78470 754.000 m | 1.31000 987.74| 1.31000 987.74| 1.31000 987.74
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0102 805-78480 135.000 m | 3.28000 442.80| 3.28000 442.80| 3.28000 442.80
SIGNAL CABLE, 3C 14GA. | | |
0103 805-78485 90.000 m | 3.77000 339.30| 3.77000 339.30| 3.77000 339.30
SIGNAL CABLE, 5C 14GA. | | |
0104 805-78490 333.000 m | 6.56000 2184.48| 6.56000 2184.48| 6.56000 2184.48
SIGNAL CABLE, 7C 14GA. | | |
0105 805-78510 200.000 m | 2.62000 524.00| 2.62000 524.00| 2.62000 524.00
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0106 805-78785 5.000 EACH | 540.00000 2700.00| 540.00000 2700.00| 540.00000 2700.00
SIGNAL DETECTOR HOUSING | | |
0107 805-78795 237.000 m | 27.72000 6569.64| 27.72000 6569.64| 27.72000 6569.64
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0108 805-78900 1.000 EACH | 420.00000 420.00| 420.00000 420.00| 420.00000 420.00
PEDESTAL FOUNDATION, A | | |
0109 805-78925 1.000 EACH | 765.00000 765.00| 765.00000 765.00| 765.00000 765.00
CONTROLLER CABINET FOUNDATION, P1 | | |
0110 805-90005 1.000 EACH | 690.00000 690.00| 690.00000 690.00| 690.00000 690.00
SIGNAL PEDESTAL, 2.7 m | | |
0111 805-94971 281.000 m | 8.86000 2489.66| 8.86000 2489.66| 8.86000 2489.66
FIBER OPTICS CABLE , 12 FIBERS, | | |
SINGLEMODE | | |
0112 805-94971 62.500 m | 9.84000 615.00| 9.84000 615.00| 9.84000 615.00
FIBER OPTICS CABLE , 8 FIBERS, MILTIMOD | | |
0113 807-04652 1.000 EACH | 560.00000 560.00| 560.00000 560.00| 560.00000 560.00
SERVICE POINT , METERED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 220 -8
TABULATION OF BIDS
CALL ORDER : 220 CONTRACT ID : R -25921-A COUNTIES : ST. JOSEPH
LETTING DATE : 02/10/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1065659 |( 3 ) 35-1120685
|RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |WALSH & KELLY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0114 808-02066 293.000 m | 6.00000 1758.00| 2.80000 820.40| 6.00000 1758.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID WHITE CROSSHATCH LINE, 150 mm | | |
0115 808-05866 12.200 m2 | 10.50000 128.10| 10.50000 128.10| 30.50000 372.10
PAVEMENT MESSAGE MARKING, REMOVE | | |
0116 808-06368 51.000 m | 2.60000 132.60| 2.60000 132.60| 2.61000 133.11
TRANSVERSE MARKING, REMOVE | | |
0117 808-06701 390.000 m | 1.75000 682.50| 1.07000 417.30| 1.75000 682.50
LINE, THERMOPLASTIC, BROKEN, WHITE, | | |
100mm | | |
0118 808-06703 243.200 m | 1.75000 425.60| 1.09000 265.09| 1.75000 425.60
LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | |
0119 808-06716 1818.000 m | 1.40000 2545.20| 0.60000 1090.80| 1.41000 2563.38
LINE, REMOVE | | |
0120 808-75245 1130.100 m | 1.75000 1977.68| 1.07000 1209.21| 1.75000 1977.68
LINE, THERMOPLASTIC, SOLID, YELLOW, | | |
100mm | | |
0121 808-75297 71.000 m | 12.00000 852.00| 11.40000 809.40| 12.00000 852.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 600 mm | | |
0122 808-75320 9.000 EACH | 75.00000 675.00| 66.00000 594.00| 75.00000 675.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0123 808-75325 5.000 EACH | 90.00000 450.00| 90.00000 450.00| 90.00000 450.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0124 808-96016 5.000 m | 6.00000 30.00| 6.00000 30.00| 6.00000 30.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 300 | | |
mm | | |
0125 720-98555 8.000 EACH | 1960.00000 15680.00| 2960.00000 23680.00| 3380.00000 27040.00
INLET, C15 | | |
SECTION TOTALS | $ 764,427.00| $ 786,367.40| $ 797,349.08
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 764,427.00| $ 786,367.40| $ 797,349.08
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 230 -1
VENDOR RANKING
CALL ORDER : 230 CONTRACT ID : R -29095-C COUNTIES : PORTER
LETTING DATE : 02/10/10 10:00 AM DISTRICT : LAPORTE DISTRICT
DESCRIPTION : INTERSECTION IMPROVEMENT COMPLETION DATE : 05/18/11
LOCATION : ON US 20 AT SR 149 PROJECT(S) : 0002510
2261054
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0918397 RIETH RILEY CONSTRUCTION $ 2,625,774.54 100.0000%
2 35-1120685 WALSH & KELLY INC $ 2,798,911.07 106.5937%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 230 -2
TABULATION OF BIDS
CALL ORDER : 230 CONTRACT ID : R -29095-C COUNTIES : PORTER
LETTING DATE : 02/10/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( )
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 TRAFFIC SIGNAL MODERNIZATION
| | |
0001 105-06845 LUMP | 50000.00000 50000.00| 40000.00000 40000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 3.000 EACH | 62.48000 187.44| 200.00000 600.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 45.000 MOS | 68.73000 3092.85| 150.00000 6750.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PROJECT ESTIMATE ADJUSTMENT | | |
0011 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0012 110-01001 LUMP | 131288.72000 131288.72| 150000.00000 150000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0013 201-52370 LUMP | 26257.74000 26257.74| 75000.00000 75000.00|
CLEARING RIGHT OF WAY | | |
0014 202-01300 1.000 EACH | 4500.00000 4500.00| 4500.00000 4500.00|
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0015 202-02240 16.000 SYS | 100.00000 1600.00| 100.00000 1600.00|
PAVEMENT REMOVAL | | |
0016 202-02241 332.000 LFT | 12.21000 4053.72| 10.00000 3320.00|
GUARDRAIL, REMOVE | | |
0017 202-02274 845.000 LFT | 8.00000 6760.00| 10.00000 8450.00|
CURB, CONCRETE, INTEGRAL, REMOVE | | |
0018 202-86946 8.000 EACH | 50.00000 400.00| 50.00000 400.00|
HANDHOLE, REMOVE | | |
0019 202-90277 10.000 EACH | 52.00000 520.00| 52.00000 520.00|
DETECTOR HOUSING, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 230 -3
TABULATION OF BIDS
CALL ORDER : 230 CONTRACT ID : R -29095-C COUNTIES : PORTER
LETTING DATE : 02/10/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( )
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 203-02000 5340.000 CYS | 25.00000 133500.00| 40.00000 213600.00|
EXCAVATION, COMMON | | |
0021 205-03371 156.000 CYS | 32.41000 5055.96| 50.00000 7800.00|
SEDIMENT, REMOVE | | |
0022 205-06932 541.000 LFT | 9.50000 5139.50| 9.50000 5139.50|
TEMPORARY CHECK DAM, STRAW BALES | | |
0023 205-06933 17.000 EACH | 95.00000 1615.00| 95.00000 1615.00|
TEMPORARY DITCH INLET PROTECTION | | |
0024 205-06937 880.000 LFT | 3.77000 3317.60| 1.82000 1601.60|
TEMPORARY SILT FENCE | | |
0025 205-09543 100.000 TON | 30.00000 3000.00| 50.00000 5000.00|
NO 2 STONE | | |
0026 207-08267 2564.000 SYS | 25.00000 64100.00| 19.00000 48716.00|
SUBGRADE TREATMENT, TYPE IIIA | | |
0027 207-08268 12476.000 SYS | 20.00000 249520.00| 22.00000 274472.00|
SUBGRADE TREATMENT, TYPE IV | | |
0028 211-09264 2123.000 CYS | 18.00000 38214.00| 26.00000 55198.00|
STRUCTURE BACKFILL, TYPE 1 | | |
0029 301-07448 2981.000 TON | 17.92000 53419.52| 30.00000 89430.00|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0030 306-08033 6581.000 SYS | 1.60000 10529.60| 2.00000 13162.00|
MILLING, ASPHALT, 1 IN. | | |
0031 306-08034 7799.000 SYS | 1.76000 13726.24| 2.50000 19497.50|
MILLING, ASPHALT, 1 1/2 IN. | | |
0032 306-08036 2555.000 SYS | 2.09000 5339.95| 2.75000 7026.25|
MILLING, ASPHALT, 2 IN. | | |
0033 306-08043 2009.000 SYS | 2.40000 4821.60| 3.00000 6027.00|
MILLING, TRANSITION | | |
0034 401-07334 2170.000 TON | 101.00000 219170.00| 92.00000 199640.00|
QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | |
0035 401-07403 3608.000 TON | 90.00000 324720.00| 78.00000 281424.00|
QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | |
0036 401-07406 1116.000 TON | 80.00000 89280.00| 78.00000 87048.00|
QC/QA-HMA, 1, 64, BASE, 25.0 mm | | |
0037 401-07408 3066.000 TON | 80.00000 245280.00| 72.00000 220752.00|
QC/QA-HMA, 3, 64, BASE, 25.0 mm | | |
0038 402-07432 372.000 TON | 104.00000 38688.00| 110.00000 40920.00|
HMA SURFACE, TYPE A | | |
0039 406-05520 11.000 TON | 500.00000 5500.00| 1000.00000 11000.00|
ASPHALT FOR TACK COAT | | |
0040 605-06145 595.000 LFT | 36.73000 21854.35| 35.00000 20825.00|
CURB AND GUTTER, B, CONCRETE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 230 -4
TABULATION OF BIDS
CALL ORDER : 230 CONTRACT ID : R -29095-C COUNTIES : PORTER
LETTING DATE : 02/10/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( )
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 610-07487 1400.000 TON | 88.24000 123536.00| 105.00000 147000.00|
HMA FOR APPROACHES, TYPE B | | |
0042 610-09108 364.000 SYS | 67.85000 24697.40| 85.00000 30940.00|
PCCP FOR APPROACHES, 9 IN. | | |
0043 611-02825 1.000 EACH | 350.00000 350.00| 460.00000 460.00|
MAILBOX ASSEMBLY, TRIPLE | | |
0044 611-06497 6.000 EACH | 160.00000 960.00| 175.00000 1050.00|
MAILBOX ASSEMBLY, SINGLE | | |
0045 611-06498 1.000 EACH | 190.00000 190.00| 325.00000 325.00|
MAILBOX ASSEMBLY, DOUBLE | | |
0046 615-06490 43.000 EACH | 155.00000 6665.00| 204.57000 8796.51|
RIGHT OF WAY MARKER | | |
0047 615-06500 5.000 EACH | 700.00000 3500.00| 981.10000 4905.50|
MONUMENT, A | | |
0048 616-02320 79.000 SYS | 8.50000 671.50| 5.83000 460.57|
GEOTEXTILES | | |
0049 616-06405 45.000 TON | 80.00000 3600.00| 102.06000 4592.70|
RIPRAP, REVETMENT | | |
0050 621-01004 2.000 EACH | 375.00000 750.00| 375.00000 750.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0051 621-06545 0.200 TON | 2285.00000 457.00| 2285.00000 457.00|
FERTILIZER | | |
0052 621-06557 110.000 LBS | 8.60000 946.00| 8.60000 946.00|
SEED MIXTURE, T | | |
0053 621-06560 1068.000 SYS | 0.90000 961.20| 0.90000 961.20|
MULCHED SEEDING, U | | |
0054 621-06565 3.000 TON | 560.00000 1680.00| 560.00000 1680.00|
MULCHING MATERIAL | | |
0055 621-06567 44.000 kGAL | 1.00000 44.00| 1.00000 44.00|
WATER | | |
0056 621-06575 12256.000 SYS | 3.38000 41425.28| 3.38000 41425.28|
SODDING, NURSERY | | |
0057 628-09402 15.000 MOS | 4078.26000 61173.90| 3700.00000 55500.00|
FIELD OFFICE, B | | |
0058 702-90915 3.000 CYS | 1305.52000 3916.56| 1000.00000 3000.00|
CONCRETE, A | | |
0059 715-02628 1.000 EACH | 600.00000 600.00| 600.00000 600.00|
SAFETY METAL END SECTION, 6:1, 15 IN. | | |
0060 715-03476 2.000 EACH | 800.00000 1600.00| 1100.00000 2200.00|
SAFETY METAL END SECTION, 4:1, 24 IN. | | |
0061 715-04612 185.000 LFT | 55.00000 10175.00| 47.00000 8695.00|
PIPE , WATER MAIN QUALITY, 12 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 230 -5
TABULATION OF BIDS
CALL ORDER : 230 CONTRACT ID : R -29095-C COUNTIES : PORTER
LETTING DATE : 02/10/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( )
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0062 715-04612 85.000 LFT | 65.00000 5525.00| 57.00000 4845.00|
PIPE , WATER MAIN QUALITY, 15 IN | | |
0063 715-04612 117.000 LFT | 76.00000 8892.00| 81.00000 9477.00|
PIPE , WATER MAIN QUALITY, 21 IN | | |
0064 715-04612 242.000 LFT | 94.00000 22748.00| 84.00000 20328.00|
PIPE , WATER MAIN QUALITY, 24 IN | | |
0065 715-04612 142.000 LFT | 101.00000 14342.00| 110.00000 15620.00|
PIPE , WATER MAIN QUALITY, 27 IN | | |
0066 715-04612 137.000 LFT | 110.00000 15070.00| 118.00000 16166.00|
PIPE , WATER MAIN QUALITY, 30 IN | | |
0067 715-05121 30.000 LFT | 64.00000 1920.00| 54.00000 1620.00|
PIPE, TYPE 1, CIRCULAR, 18 IN. | | |
0068 715-05123 109.000 LFT | 68.00000 7412.00| 66.00000 7194.00|
PIPE, TYPE 1, CIRCULAR, 24 IN. | | |
0069 715-05149 137.000 LFT | 50.00000 6850.00| 36.00000 4932.00|
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0070 715-05151 355.000 LFT | 60.00000 21300.00| 39.00000 13845.00|
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0071 715-05153 338.000 LFT | 65.00000 21970.00| 52.00000 17576.00|
PIPE, TYPE 2, CIRCULAR, 21 IN. | | |
0072 715-05156 333.000 LFT | 75.00000 24975.00| 80.00000 26640.00|
PIPE, TYPE 2, CIRCULAR, 30 IN. | | |
0073 715-05161 6.000 LFT | 80.00000 480.00| 600.00000 3600.00|
PIPE, TYPE 2, CIRCULAR, 48 IN. | | |
0074 715-05169 70.000 LFT | 50.00000 3500.00| 44.00000 3080.00|
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0075 715-05423 80.000 LFT | 72.00000 5760.00| 125.00000 10000.00|
PIPE SLOTTED DRAIN, 15 IN. | | |
0076 715-08283 235.000 SYS | 141.76000 33313.60| 150.00000 35250.00|
PCCP FOR STRUCTURE INSTALLATION | | |
0077 715-08306 63.000 TON | 211.85000 13346.55| 150.00000 9450.00|
HMA FOR STRUCTURE INSTALLATION, TYPE C | | |
0078 715-09064 2090.000 LFT | 1.30000 2717.00| 1.50000 3135.00|
VIDEO INSPECTION FOR PIPE | | |
0079 715-46005 10.000 EACH | 500.00000 5000.00| 600.00000 6000.00|
PIPE END SECTION, 15 IN. | | |
0080 715-46010 2.000 EACH | 600.00000 1200.00| 825.00000 1650.00|
PIPE END SECTION, 18 IN. | | |
0081 715-46020 2.000 EACH | 700.00000 1400.00| 1500.00000 3000.00|
PIPE END SECTION, 24 IN. | | |
0082 715-99384 114.000 LFT | 50.00000 5700.00| 65.00000 7410.00|
PIPE, REINFORCED CONCRETE, 15 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 230 -6
TABULATION OF BIDS
CALL ORDER : 230 CONTRACT ID : R -29095-C COUNTIES : PORTER
LETTING DATE : 02/10/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( )
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0083 720-03194 2.000 EACH | 7000.00000 14000.00| 3300.00000 6600.00|
MANHOLE , H10 | | |
0084 720-04682 1.000 EACH | 1400.00000 1400.00| 800.00000 800.00|
INLET, E7A, MODIFIED | | |
0085 720-04682 1.000 EACH | 1500.00000 1500.00| 800.00000 800.00|
INLET, F7A, MODIFIED | | |
0086 720-44000 5.000 EACH | 400.00000 2000.00| 200.00000 1000.00|
CASTING, ADJUST TO GRADE | | |
0087 720-44025 3.000 EACH | 600.00000 1800.00| 409.00000 1227.00|
CASTING, 4, FURNISH AND ADJUST TO GRADE | | |
0088 720-45030 2.000 EACH | 1400.00000 2800.00| 825.00000 1650.00|
INLET, E7 | | |
0089 720-45075 1.000 EACH | 1400.00000 1400.00| 1600.00000 1600.00|
INLET, R13 | | |
0090 720-45130 1.000 EACH | 1300.00000 1300.00| 800.00000 800.00|
INLET, E7, MODIFIED | | |
0091 720-45140 3.000 EACH | 2000.00000 6000.00| 1500.00000 4500.00|
INLET, G7, MODIFIED | | |
0092 720-45235 3.000 EACH | 1500.00000 4500.00| 850.00000 2550.00|
CATCH BASIN, E7 | | |
0093 720-45275 2.000 EACH | 1200.00000 2400.00| 600.00000 1200.00|
PIPE CATCH BASIN, 24 IN. | | |
0094 720-45410 2.000 EACH | 1500.00000 3000.00| 1250.00000 2500.00|
MANHOLE, C4 | | |
0095 720-45605 5.000 LFT | 300.00000 1500.00| 700.00000 3500.00|
STRUCTURE, MANHOLE, RECONSTRUCT | | |
0096 720-91973 1.000 EACH | 7000.00000 7000.00| 3500.00000 3500.00|
MANHOLE, H4 | | |
0097 720-93409 2.000 EACH | 1600.00000 3200.00| 1800.00000 3600.00|
INLET, B15, MODIFIED | | |
0098 720-93411 2.000 EACH | 1600.00000 3200.00| 1800.00000 3600.00|
INLET, C15, MODIFIED | | |
0099 720-94208 1.000 EACH | 1600.00000 1600.00| 1700.00000 1700.00|
MANHOLE, C10 | | |
0100 720-94612 1.000 EACH | 8000.00000 8000.00| 5000.00000 5000.00|
MANHOLE, K4 | | |
0101 801-01504 16.000 EACH | 45.00000 720.00| 19.00000 304.00|
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
LANE INDICATION ARROW | | |
0102 801-01505 7.000 EACH | 62.00000 434.00| 21.00000 147.00|
TEMPORARY PAVEMENT MESSAGE MARKINGS, | | |
WORD (ONLY) | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 230 -7
TABULATION OF BIDS
CALL ORDER : 230 CONTRACT ID : R -29095-C COUNTIES : PORTER
LETTING DATE : 02/10/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( )
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0103 801-01506 2.000 EACH | 210.00000 420.00| 58.00000 116.00|
TEMPORARY PAVEMENT MESSAGE MARKINGS, | | |
WORD (RXR) | | |
0104 801-02595 2.000 EACH | 210.00000 420.00| 210.00000 420.00|
CONTROLLER, RESET TIMING | | |
0105 801-03290 4.000 EACH | 145.00000 580.00| 180.00000 720.00|
CONSTRUCTION SIGN, C | | |
0106 801-04308 11.000 EACH | 305.00000 3355.00| 112.00000 1232.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0107 801-06203 14203.000 LFT | 0.12000 1704.36| 0.18000 2556.54|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0108 801-06207 12856.000 LFT | 0.90000 11570.40| 0.89000 11441.84|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0109 801-06211 10.000 EACH | 72.00000 720.00| 72.00000 720.00|
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
REMOVABLE, LANE INDICATION ARROW | | |
0110 801-06212 5.000 EACH | 90.00000 450.00| 136.00000 680.00|
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
REMOVABLE, WORD (ONLY) | | |
0111 801-06213 2.000 EACH | 289.00000 578.00| 195.00000 390.00|
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
REMOVABLE, WORD (RXR) | | |
0112 801-06218 197.000 LFT | 5.50000 1083.50| 5.34000 1051.98|
TEMPORARY TRANSVERSE PAVMENT MARKING, | | |
REMOVABLE, 24 IN. | | |
0113 801-06469 1561.000 LFT | 1.85000 2887.85| 1.78000 2778.58|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
8 IN. | | |
0114 801-06539 LUMP | 29000.00000 29000.00| 29000.00000 29000.00|
TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | |
MAINTAIN | | |
0115 801-06586 1131.000 LFT | 0.24000 271.44| 0.36000 407.16|
TEMPORARY PAVEMENT MARKING, 8 IN. | | |
0116 801-06625 31.000 EACH | 91.00000 2821.00| 71.00000 2201.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
0117 801-06640 62.000 EACH | 124.00000 7688.00| 105.00000 6510.00|
CONSTRUCTION SIGN, A | | |
0118 801-06645 18.000 EACH | 49.00000 882.00| 36.00000 648.00|
CONSTRUCTION SIGN, B | | |
0119 801-06710 150.000 DAY | 4.50000 675.00| 8.00000 1200.00|
FLASHING ARROW SIGN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 230 -8
TABULATION OF BIDS
CALL ORDER : 230 CONTRACT ID : R -29095-C COUNTIES : PORTER
LETTING DATE : 02/10/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( )
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0120 801-06775 LUMP | 55000.00000 55000.00| 90000.00000 90000.00|
MAINTAINING TRAFFIC | | |
0121 801-07118 192.000 LFT | 8.00000 1536.00| 7.56000 1451.52|
BARRICADE, III-A | | |
0122 801-07119 156.000 LFT | 8.85000 1380.60| 8.10000 1263.60|
BARRICADE, III-B | | |
0123 801-07612 275.000 LFT | 2.55000 701.25| 1.12000 308.00|
TEMPORARY PAVEMENT MARKING, 24 IN. | | |
0124 801-94295 18.000 EACH | 145.00000 2610.00| 145.00000 2610.00|
SIGNAL HEAD, RELOCATE | | |
0125 802-04893 2.000 EACH | 102.00000 204.00| 102.00000 204.00|
REFERENCE POST | | |
0126 802-05704 25.000 LFT | 11.00000 275.00| 11.00000 275.00|
SIGN POST, SQUARE, 1, UNREINFORCED | | |
ANCHOR BASE | | |
0127 802-05705 367.000 LFT | 12.00000 4404.00| 12.00000 4404.00|
SIGN POST, SQUARE, 2, UNREINFORCED | | |
ANCHOR BASE | | |
0128 802-05706 47.000 LFT | 16.00000 752.00| 16.00000 752.00|
SIGN POST, SQUARE, 3, UNREINFORCED | | |
ANCHOR BASE | | |
0129 802-07060 3.000 EACH | 121.00000 363.00| 121.00000 363.00|
SIGN, SHEET, RELOCATE | | |
0130 802-76025 239.000 SFT | 11.00000 2629.00| 11.00000 2629.00|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0131 802-76035 74.000 SFT | 12.00000 888.00| 12.00000 888.00|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0132 802-76045 38.000 SFT | 14.00000 532.00| 14.00000 532.00|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0133 805-01815 4.000 EACH | 3160.00000 12640.00| 3160.00000 12640.00|
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |
FT. | | |
0134 805-01842 13.000 EACH | 610.00000 7930.00| 610.00000 7930.00|
HANDHOLE, SIGNAL | | |
0135 805-01844 2340.000 LFT | 11.25000 26325.00| 11.25000 26325.00|
CONDUIT, STEEL, GALVANIZED, 2 IN., | | |
UNDERGROUND | | |
0136 805-02087 LUMP | 800.00000 800.00| 800.00000 800.00|
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 230 -9
TABULATION OF BIDS
CALL ORDER : 230 CONTRACT ID : R -29095-C COUNTIES : PORTER
LETTING DATE : 02/10/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( )
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0137 805-07557 1.000 EACH | 900.00000 900.00| 900.00000 900.00|
LOOP DETECTOR , RACK | | |
0138 805-09539 8.000 EACH | 345.00000 2760.00| 345.00000 2760.00|
LOOP DETECTOR DELAY COUNTING AMPLIFIER, | | |
2 CHANNEL | | |
0139 805-78100 1.000 EACH | 10000.00000 10000.00| 10000.00000 10000.00|
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE | | |
0140 805-78205 3.000 EACH | 745.00000 2235.00| 745.00000 2235.00|
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0141 805-78230 7.000 EACH | 1045.00000 7315.00| 1045.00000 7315.00|
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0142 805-78415 4.000 EACH | 1620.00000 6480.00| 1620.00000 6480.00|
SPAN, CATENARY, AND TETHER | | |
0143 805-78420 4.000 EACH | 321.00000 1284.00| 321.00000 1284.00|
DISCONNECT HANGER | | |
0144 805-78445 1.000 EACH | 410.00000 410.00| 410.00000 410.00|
SIGNAL SERVICE , METERED | | |
0145 805-78470 4400.000 LFT | 0.30000 1320.00| 0.30000 1320.00|
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0146 805-78485 230.000 LFT | 0.88000 202.40| 0.88000 202.40|
SIGNAL CABLE, 5C 14GA. | | |
0147 805-78490 1350.000 LFT | 1.35000 1822.50| 1.35000 1822.50|
SIGNAL CABLE, 7C 14GA. | | |
0148 805-78510 6660.000 LFT | 0.75000 4995.00| 0.75000 4995.00|
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0149 805-78785 14.000 EACH | 515.00000 7210.00| 515.00000 7210.00|
SIGNAL DETECTOR HOUSING | | |
0150 805-78795 1430.000 LFT | 8.85000 12655.50| 8.85000 12655.50|
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0151 805-78925 1.000 EACH | 740.00000 740.00| 740.00000 740.00|
CONTROLLER CABINET FOUNDATION, P1 | | |
0152 805-81060 4.000 EACH | 4000.00000 16000.00| 4000.00000 16000.00|
SIGNAL STRAIN POLE, STEEL, 36 FT. | | |
0153 805-92504 7.000 EACH | 245.00000 1715.00| 245.00000 1715.00|
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0154 808-04298 3.000 EACH | 310.00000 930.00| 310.00000 930.00|
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
WORD (RR) | | |
0155 808-05866 52.000 SYS | 16.00000 832.00| 16.00000 832.00|
PAVEMENT MESSAGE MARKING, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 230 -10
TABULATION OF BIDS
CALL ORDER : 230 CONTRACT ID : R -29095-C COUNTIES : PORTER
LETTING DATE : 02/10/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( )
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0156 808-06368 145.000 LFT | 1.65000 239.25| 1.65000 239.25|
TRANSVERSE MARKING, REMOVE | | |
0157 808-06701 1787.000 LFT | 0.29000 518.23| 0.29000 518.23|
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0158 808-06703 9878.000 LFT | 0.29000 2864.62| 0.29000 2864.62|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0159 808-06705 200.000 LFT | 1.12000 224.00| 1.12000 224.00|
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0160 808-06716 3570.000 LFT | 0.40000 1428.00| 0.40000 1428.00|
LINE, REMOVE | | |
0161 808-75245 4548.000 LFT | 0.29000 1318.92| 0.29000 1318.92|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0162 808-75260 16.000 LFT | 1.55000 24.80| 1.86000 29.76|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | |
0163 808-75290 207.000 LFT | 3.10000 641.70| 3.10000 641.70|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | |
0164 808-75297 390.000 LFT | 3.36000 1310.40| 3.36000 1310.40|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0165 808-75320 18.000 EACH | 58.00000 1044.00| 60.00000 1080.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0166 808-75325 9.000 EACH | 83.00000 747.00| 87.00000 783.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0167 808-75996 174.000 EACH | 5.00000 870.00| 16.00000 2784.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0168 808-75998 289.000 EACH | 19.72000 5699.08| 20.00000 5780.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0169 808-92027 2462.000 LFT | 0.58000 1427.96| 0.58000 1427.96|
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
SECTION TOTALS | $ 2,625,774.54| $ 2,798,911.07| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,625,774.54| $ 2,798,911.07| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 240 -1
VENDOR RANKING
CALL ORDER : 240 CONTRACT ID : R -29535-A COUNTIES : ALLEN WHITLEY
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
DESCRIPTION : INTERSECTION IMPROVEMENT AND TRAFFIC SIGNALS MODERNIZATION COMPLETION DATE : 08/07/10
LOCATION : ON SR 14 AT ALLEN/WHITLEY COUNTY LINE ROAD PROJECT(S) : 0100421
0810309
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1139301 E & B PAVING INC $ 1,121,583.62 100.0000%
2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,141,200.00 101.7490%
3 35-1016737 WAYNE ASPHALT & CONSTRUCTION $ 1,379,624.45 123.0068%
4 35-1185040 NIBLOCK EXCAVATING INC $ 1,380,839.73 123.1152%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 240 -2
TABULATION OF BIDS
CALL ORDER : 240 CONTRACT ID : R -29535-A COUNTIES : ALLEN WHITLEY
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1016737
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |WAYNE ASPHALT & CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 INTERSECTION IMPROVEMENT
| | |
0001 105-06845 LUMP | 4000.00000 4000.00| 7500.00000 7500.00| 26460.00000 26460.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 120.00000 120.00| 80.00000 80.00| 150.00000 150.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 10.000 MOS | 80.00000 800.00| 20.00000 200.00| 100.00000 1000.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0011 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0012 110-01001 LUMP | 56000.00000 56000.00| 57000.00000 57000.00| 69200.00000 69200.00
MOBILIZATION AND DEMOBILIZATION | | |
0013 201-52370 LUMP | 20502.00000 20502.00| 17000.00000 17000.00| 27800.00000 27800.00
CLEARING RIGHT OF WAY | | |
0014 202-01300 1.000 EACH | 1500.00000 1500.00| 1500.00000 1500.00| 1.00000 1.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0015 202-02637 172.000 LFT | 4.00000 688.00| 16.50000 2838.00| 8.00000 1376.00
PIPE, ABANDON AND GROUT FILL , 12 IN. | | |
0016 202-02637 41.000 LFT | 8.00000 328.00| 18.00000 738.00| 9.00000 369.00
PIPE, ABANDON AND GROUT FILL , 18 IN. | | |
0017 202-02637 56.000 LFT | 3.00000 168.00| 12.70000 711.20| 7.00000 392.00
PIPE, ABANDON AND GROUT FILL , 8 IN. | | |
0018 202-02928 2.000 EACH | 250.00000 500.00| 526.00000 1052.00| 400.00000 800.00
CATCH BASIN, REMOVE | | |
0019 202-91385 5.000 EACH | 250.00000 1250.00| 476.00000 2380.00| 300.00000 1500.00
INLET, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 240 -3
TABULATION OF BIDS
CALL ORDER : 240 CONTRACT ID : R -29535-A COUNTIES : ALLEN WHITLEY
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1016737
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |WAYNE ASPHALT & CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 202-96133 251.000 LFT | 8.00000 2008.00| 18.00000 4518.00| 9.00000 2259.00
PIPE, REMOVE , 15 IN. THRU 24 IN. | | |
0021 202-96133 653.000 LFT | 6.00000 3918.00| 12.00000 7836.00| 8.00000 5224.00
PIPE, REMOVE , 4 IN. THRU 12 IN. | | |
0022 202-96632 1.000 EACH | 1.00000 1.00| 0.01000 0.01| 1.00000 1.00
TRAFFIC SIGNALS AND EQUIPMENT, REMOVE | | |
0023 203-02000 6065.000 CYS | 4.00000 24260.00| 15.00000 90975.00| 10.30000 62469.50
EXCAVATION, COMMON | | |
0024 205-02770 1117.000 SYS | 1.46000 1630.82| 1.46000 1630.82| 1.20000 1340.40
EROSION CONTROL BLANKET | | |
0025 205-03371 55.000 CYS | 99.00000 5445.00| 20.70000 1138.50| 25.00000 1375.00
SEDIMENT, REMOVE | | |
0026 205-06932 42.000 LFT | 12.00000 504.00| 11.20000 470.40| 12.00000 504.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0027 205-06933 16.000 EACH | 49.00000 784.00| 79.65000 1274.40| 65.00000 1040.00
TEMPORARY DITCH INLET PROTECTION | | |
0028 205-06936 48.000 TON | 39.00000 1872.00| 24.00000 1152.00| 45.00000 2160.00
TEMPORARY SEDIMENT TRAP | | |
0029 205-06937 213.000 LFT | 3.00000 639.00| 2.13000 453.69| 6.00000 1278.00
TEMPORARY SILT FENCE | | |
0030 205-09543 100.000 TON | 14.00000 1400.00| 15.70000 1570.00| 26.00000 2600.00
NO 2 STONE | | |
0031 207-08267 1069.000 SYS | 2.00000 2138.00| 6.76000 7226.44| 7.00000 7483.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0032 207-08268 10902.000 SYS | 2.00000 21804.00| 10.37000 113053.74| 12.00000 130824.00
SUBGRADE TREATMENT, TYPE IV | | |
0033 211-02050 200.000 CYS | 11.00000 2200.00| 17.18000 3436.00| 22.00000 4400.00
B BORROW | | |
0034 211-09264 709.000 CYS | 11.00000 7799.00| 23.76000 16845.84| 21.00000 14889.00
STRUCTURE BACKFILL, TYPE 1 | | |
0035 211-09268 15.000 CYS | 98.00000 1470.00| 90.55000 1358.25| 125.00000 1875.00
STRUCTURE BACKFILL, TYPE 5 | | |
0036 301-07448 2407.000 TON | 10.00000 24070.00| 16.00000 38512.00| 17.00000 40919.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0037 306-08033 5753.000 SYS | 7.00000 40271.00| 0.85000 4890.05| 1.00000 5753.00
MILLING, ASPHALT, 1 IN. | | |
0038 306-08034 273.000 SYS | 7.00000 1911.00| 1.10000 300.30| 1.00000 273.00
MILLING, ASPHALT, 1 1/2 IN. | | |
0039 306-08036 1555.000 SYS | 7.00000 10885.00| 1.25000 1943.75| 1.00000 1555.00
MILLING, ASPHALT, 2 IN. | | |
0040 306-08043 1697.000 SYS | 0.10000 169.70| 0.85000 1442.45| 1.00000 1697.00
MILLING, TRANSITION | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 240 -4
TABULATION OF BIDS
CALL ORDER : 240 CONTRACT ID : R -29535-A COUNTIES : ALLEN WHITLEY
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1016737
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |WAYNE ASPHALT & CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 401-06264 LUMP | 1.00000 1.00| 750.00000 750.00| 3500.00000 3500.00
PROFILOGRAPH, HMA | | |
0042 401-07321 1285.000 TON | 60.00000 77100.00| 60.00000 77100.00| 70.00000 89950.00
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0043 401-07390 2886.000 TON | 55.00000 158730.00| 40.00000 115440.00| 58.00000 167388.00
QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |
0044 401-07407 2849.000 TON | 70.00000 199430.00| 40.00000 113960.00| 58.00000 165242.00
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0045 402-07432 261.000 TON | 65.00000 16965.00| 55.00000 14355.00| 70.00000 18270.00
HMA SURFACE, TYPE A | | |
0046 402-07440 800.000 TON | 55.00000 44000.00| 40.00000 32000.00| 58.00000 46400.00
HMA BASE, TYPE A | | |
0047 406-05520 7.000 TON | 40.00000 280.00| 50.00000 350.00| 50.00000 350.00
ASPHALT FOR TACK COAT | | |
0048 610-07487 393.000 TON | 80.00000 31440.00| 70.00000 27510.00| 75.00000 29475.00
HMA FOR APPROACHES, TYPE B | | |
0049 610-08446 153.000 SYS | 46.00000 7038.00| 50.00000 7650.00| 36.00000 5508.00
PCCP FOR APPROACHES, 6 IN. | | |
0050 611-06497 8.000 EACH | 140.00000 1120.00| 140.00000 1120.00| 185.00000 1480.00
MAILBOX ASSEMBLY, SINGLE | | |
0051 615-06490 45.000 EACH | 150.00000 6750.00| 150.00000 6750.00| 140.00000 6300.00
RIGHT OF WAY MARKER | | |
0052 615-06500 6.000 EACH | 700.00000 4200.00| 700.00000 4200.00| 910.00000 5460.00
MONUMENT, A | | |
0053 615-06505 7.000 EACH | 750.00000 5250.00| 750.00000 5250.00| 775.00000 5425.00
MONUMENT, B | | |
0054 616-02320 759.000 SYS | 3.00000 2277.00| 1.36000 1032.24| 2.85000 2163.15
GEOTEXTILES | | |
0055 616-06451 508.000 TON | 23.00000 11684.00| 22.79000 11577.32| 27.30000 13868.40
RIPRAP, UNIFORM | | |
0056 621-06545 0.300 TON | 1535.00000 460.50| 1535.00000 460.50| 1250.00000 375.00
FERTILIZER | | |
0057 621-06553 40.000 LBS | 3.85000 154.00| 3.85000 154.00| 10.00000 400.00
SEED MIXTURE, R | | |
0058 621-06557 216.000 LBS | 3.80000 820.80| 3.80000 820.80| 3.25000 702.00
SEED MIXTURE, T | | |
0059 621-06559 3301.000 SYS | 0.45000 1485.45| 0.45000 1485.45| 0.75000 2475.75
MULCHED SEEDING, R | | |
0060 621-06565 5.400 TON | 395.00000 2133.00| 395.00000 2133.00| 600.00000 3240.00
MULCHING MATERIAL | | |
0061 621-06567 38.000 kGAL | 1.00000 38.00| 1.00000 38.00| 2.00000 76.00
WATER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 240 -5
TABULATION OF BIDS
CALL ORDER : 240 CONTRACT ID : R -29535-A COUNTIES : ALLEN WHITLEY
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1016737
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |WAYNE ASPHALT & CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0062 621-06574 332.000 SYS | 2.72000 903.04| 2.90000 962.80| 3.25000 1079.00
SODDING | | |
0063 621-06575 9217.000 SYS | 2.72000 25070.24| 2.90000 26729.30| 3.25000 29955.25
SODDING, NURSERY | | |
0064 628-09402 10.000 MOS | 1200.00000 12000.00| 1600.00000 16000.00| 1875.00000 18750.00
FIELD OFFICE, B | | |
0065 628-09407 10.000 MOS | 200.00000 2000.00| 225.00000 2250.00| 100.00000 1000.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0066 702-03607 5.000 EACH | 890.00000 4450.00| 431.00000 2155.00| 545.00000 2725.00
CORED HOLE IN CONCRETE | | |
0067 715-03475 5.000 EACH | 650.00000 3250.00| 400.00000 2000.00| 615.00000 3075.00
SAFETY METAL END SECTION, 4:1, 15 IN. | | |
0068 715-04612 90.000 LFT | 48.00000 4320.00| 82.50000 7425.00| 65.16000 5864.40
PIPE , WATERMAIN QUALITY, 15 IN. | | |
0069 715-05048 20.000 LFT | 6.00000 120.00| 26.85000 537.00| 23.70000 474.00
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0070 715-05049 50.000 LFT | 8.00000 400.00| 22.94000 1147.00| 25.61000 1280.50
PIPE, TYPE 4, CIRCULAR, 8 IN. | | |
0071 715-05052 30.000 LFT | 10.00000 300.00| 48.66000 1459.80| 47.15000 1414.50
PIPE, TYPE 4, CIRCULAR, 12 IN. | | |
0072 715-05116 116.000 LFT | 20.00000 2320.00| 30.57000 3546.12| 24.16000 2802.56
PIPE, TYPE 1, CIRCULAR, 8 IN. | | |
0073 715-05119 150.000 LFT | 32.00000 4800.00| 27.84000 4176.00| 41.04000 6156.00
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0074 715-05125 105.000 LFT | 79.00000 8295.00| 49.92000 5241.60| 85.99000 9028.95
PIPE, TYPE 1, CIRCULAR, 30 IN. | | |
0075 715-05149 340.000 LFT | 30.00000 10200.00| 23.41000 7959.40| 37.99000 12916.60
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0076 715-05151 623.000 LFT | 32.00000 19936.00| 24.60000 15325.80| 40.83000 25437.09
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0077 715-05152 438.000 LFT | 36.00000 15768.00| 29.65000 12986.70| 48.86000 21400.68
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0078 715-05169 169.000 LFT | 32.00000 5408.00| 24.18000 4086.42| 37.02000 6256.38
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0079 715-05171 36.000 LFT | 36.00000 1296.00| 31.46000 1132.56| 42.53000 1531.08
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0080 715-05203 22.000 LFT | 5.00000 110.00| 11.55000 254.10| 17.95000 394.90
PIPE, TYPE 4, CIRCULAR, 4 IN. | | |
0081 715-08283 27.000 SYS | 30.00000 810.00| 69.56000 1878.12| 65.00000 1755.00
PCCP FOR STRUCTURE INSTALLATION | | |
0082 715-08305 74.600 TON | 42.00000 3133.20| 70.00000 5222.00| 85.00000 6341.00
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 240 -6
TABULATION OF BIDS
CALL ORDER : 240 CONTRACT ID : R -29535-A COUNTIES : ALLEN WHITLEY
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1016737
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |WAYNE ASPHALT & CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0083 715-09064 1879.000 LFT | 1.40000 2630.60| 1.40000 2630.60| 1.40000 2630.60
VIDEO INSPECTION FOR PIPE | | |
0084 715-46005 11.000 EACH | 300.00000 3300.00| 246.50000 2711.50| 195.00000 2145.00
PIPE END SECTION, 15 IN. | | |
0085 715-46010 2.000 EACH | 350.00000 700.00| 266.30000 532.60| 240.00000 480.00
PIPE END SECTION, 18 IN. | | |
0086 720-04666 1.000 EACH | 600.00000 600.00| 1010.00000 1010.00| 1025.00000 1025.00
CATCH BASIN , E7A, MODIFIED | | |
0087 720-04682 5.000 EACH | 600.00000 3000.00| 1010.00000 5050.00| 1025.00000 5125.00
INLET, E7A, MODIFIED | | |
0088 720-45030 1.000 EACH | 600.00000 600.00| 1010.00000 1010.00| 980.00000 980.00
INLET, E7 | | |
0089 720-45130 8.000 EACH | 600.00000 4800.00| 1010.00000 8080.00| 1030.00000 8240.00
INLET, E7, MODIFIED | | |
0090 720-45235 1.000 EACH | 600.00000 600.00| 1325.00000 1325.00| 1070.00000 1070.00
CATCH BASIN, E7 | | |
0091 720-45270 2.000 EACH | 600.00000 1200.00| 920.00000 1840.00| 750.00000 1500.00
PIPE CATCH BASIN, 18 IN. | | |
0092 720-45410 1.000 EACH | 600.00000 600.00| 1600.00000 1600.00| 1400.00000 1400.00
MANHOLE, C4 | | |
0093 720-90984 1.000 EACH | 600.00000 600.00| 1900.00000 1900.00| 1700.00000 1700.00
MANHOLE, C2 | | |
0094 801-03290 4.000 EACH | 267.00000 1068.00| 147.00000 588.00| 267.00000 1068.00
CONSTRUCTION SIGN, C | | |
0095 801-06203 20038.000 LFT | 0.10000 2003.80| 0.13000 2604.94| 0.10000 2003.80
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0096 801-06207 1040.000 LFT | 5.00000 5200.00| 0.99000 1029.60| 1.12000 1164.80
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0097 801-06539 LUMP | 4000.00000 4000.00| 4000.00000 4000.00| 4000.00000 4000.00
TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | |
MAINTAIN | | |
0098 801-06640 14.000 EACH | 108.00000 1512.00| 119.00000 1666.00| 108.00000 1512.00
CONSTRUCTION SIGN, A | | |
0099 801-06645 4.000 EACH | 41.25000 165.00| 48.00000 192.00| 41.25000 165.00
CONSTRUCTION SIGN, B | | |
0100 801-06775 LUMP | 18300.00000 18300.00| 36703.16000 36703.16| 65700.00000 65700.00
MAINTAINING TRAFFIC | | |
0101 801-07118 168.000 LFT | 9.00000 1512.00| 8.50000 1428.00| 9.75000 1638.00
BARRICADE, III-A | | |
0102 801-07612 72.000 LFT | 3.10000 223.20| 2.98000 214.56| 3.10000 223.20
TEMPORARY PAVEMENT MARKING, 24 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 240 -7
TABULATION OF BIDS
CALL ORDER : 240 CONTRACT ID : R -29535-A COUNTIES : ALLEN WHITLEY
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1016737
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |WAYNE ASPHALT & CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0103 801-94295 8.000 EACH | 175.00000 1400.00| 175.00000 1400.00| 175.00000 1400.00
SIGNAL HEAD, RELOCATE | | |
0104 802-05704 112.000 LFT | 11.00000 1232.00| 11.00000 1232.00| 11.00000 1232.00
SIGN POST, SQUARE, 1, UNREINFORCED | | |
ANCHOR BASE | | |
0105 802-05705 57.000 LFT | 10.00000 570.00| 10.00000 570.00| 10.00000 570.00
SIGN POST, SQUARE, 2, UNREINFORCED | | |
ANCHOR BASE | | |
0106 802-07060 1.000 EACH | 75.00000 75.00| 75.00000 75.00| 75.00000 75.00
SIGN, SHEET, RELOCATE | | |
0107 802-09838 81.000 SFT | 5.00000 405.00| 11.00000 891.00| 11.00000 891.00
SIGN, SHEET, WITH LEGEND 0.080 IN. | | |
THICKNESS | | |
0108 802-09840 116.000 SFT | 5.00000 580.00| 12.50000 1450.00| 12.50000 1450.00
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0109 802-09842 32.000 SFT | 5.00000 160.00| 13.50000 432.00| 13.50000 432.00
SIGN, SHEET, WITH LEGEND 0.125 IN | | |
THICKNESS | | |
0110 805-01815 4.000 EACH | 1800.00000 7200.00| 1800.00000 7200.00| 1800.00000 7200.00
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |
FT. | | |
0111 805-01842 13.000 EACH | 700.00000 9100.00| 700.00000 9100.00| 700.00000 9100.00
HANDHOLE, SIGNAL | | |
0112 805-01844 2230.000 LFT | 9.75000 21742.50| 9.75000 21742.50| 9.75000 21742.50
CONDUIT, STEEL, GALVANIZED, 2 IN., | | |
UNDERGROUND | | |
0113 805-04736 2080.000 LFT | 1.25000 2600.00| 1.25000 2600.00| 1.25000 2600.00
SIGNAL CABLE, 4C 18GA. | | |
0114 805-09539 5.000 EACH | 375.00000 1875.00| 375.00000 1875.00| 375.00000 1875.00
LOOP DETECTOR DELAY COUNTING AMPLIFIER, | | |
2 CHANNEL | | |
0115 805-78100 1.000 EACH | 9700.00000 9700.00| 9700.00000 9700.00| 9700.00000 9700.00
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE | | |
0116 805-78205 8.000 EACH | 525.00000 4200.00| 525.00000 4200.00| 525.00000 4200.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0117 805-78415 4.000 EACH | 1600.00000 6400.00| 1600.00000 6400.00| 1600.00000 6400.00
SPAN, CATENARY, AND TETHER | | |
0118 805-78420 4.000 EACH | 225.00000 900.00| 225.00000 900.00| 225.00000 900.00
DISCONNECT HANGER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 240 -8
TABULATION OF BIDS
CALL ORDER : 240 CONTRACT ID : R -29535-A COUNTIES : ALLEN WHITLEY
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1016737
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |WAYNE ASPHALT & CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0119 805-78445 1.000 EACH | 600.00000 600.00| 600.00000 600.00| 600.00000 600.00
SIGNAL SERVICE | | |
0120 805-78467 55.000 LFT | 2.75000 151.25| 2.75000 151.25| 2.75000 151.25
SIGNAL CABLE, 3C 8GA. | | |
0121 805-78470 2255.000 LFT | 0.75000 1691.25| 0.75000 1691.25| 0.75000 1691.25
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0122 805-78485 300.000 LFT | 1.65000 495.00| 1.65000 495.00| 1.65000 495.00
SIGNAL CABLE, 5C 14GA. | | |
0123 805-78490 485.000 LFT | 1.85000 897.25| 1.85000 897.25| 1.85000 897.25
SIGNAL CABLE, 7C 14GA. | | |
0124 805-78510 1345.000 LFT | 0.80000 1076.00| 0.80000 1076.00| 0.80000 1076.00
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0125 805-78785 6.000 EACH | 575.00000 3450.00| 575.00000 3450.00| 575.00000 3450.00
SIGNAL DETECTOR HOUSING | | |
0126 805-78795 770.000 LFT | 10.00000 7700.00| 10.00000 7700.00| 10.00000 7700.00
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0127 805-78925 1.000 EACH | 575.00000 575.00| 575.00000 575.00| 575.00000 575.00
CONTROLLER CABINET FOUNDATION, P1 | | |
0128 805-81060 4.000 EACH | 4250.00000 17000.00| 4250.00000 17000.00| 4250.00000 17000.00
SIGNAL STRAIN POLE, STEEL, 36 FT. | | |
0129 805-92504 1.000 EACH | 225.00000 225.00| 225.00000 225.00| 225.00000 225.00
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0130 805-92512 8.000 EACH | 1000.00000 8000.00| 1000.00000 8000.00| 1000.00000 8000.00
MICROLOOP DETECTOR | | |
0131 808-06703 8116.000 LFT | 0.29000 2353.64| 0.30000 2434.80| 0.29000 2353.64
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0132 808-06716 3070.000 LFT | 2.00000 6140.00| 0.38000 1166.60| 0.38000 1166.60
LINE, REMOVE | | |
0133 808-75245 1364.000 LFT | 0.29000 395.56| 0.30000 409.20| 0.29000 395.56
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0134 808-75290 773.000 LFT | 3.97000 3068.81| 3.35000 2589.55| 3.97000 3068.81
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | |
0135 808-75297 117.000 LFT | 4.30000 503.10| 3.65000 427.05| 4.30000 503.10
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0136 808-75320 8.000 EACH | 57.00000 456.00| 65.00000 520.00| 57.00000 456.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0137 808-75996 77.000 EACH | 5.83000 448.91| 8.00000 616.00| 10.00000 770.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 240 -9
TABULATION OF BIDS
CALL ORDER : 240 CONTRACT ID : R -29535-A COUNTIES : ALLEN WHITLEY
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1016737
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |WAYNE ASPHALT & CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0138 808-75998 180.000 EACH | 20.00000 3600.00| 21.10000 3798.00| 24.10000 4338.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0139 808-92027 5084.000 LFT | 0.75000 3813.00| 0.58000 2948.72| 0.75000 3813.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
0140 621-01004 2.000 EACH | 450.00000 900.00| 450.00000 900.00| 350.00000 700.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
SECTION TOTALS | $ 1,121,583.62| $ 1,141,200.00| $ 1,379,624.45
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,121,583.62| $ 1,141,200.00| $ 1,379,624.45
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 240 -10
TABULATION OF BIDS
CALL ORDER : 240 CONTRACT ID : R -29535-A COUNTIES : ALLEN WHITLEY
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1185040 |( ) |( )
|NIBLOCK EXCAVATING INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 INTERSECTION IMPROVEMENT
| | |
0001 105-06845 LUMP | 12000.00000 12000.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 200.00000 200.00| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 10.000 MOS | 200.00000 2000.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-08463 1.000 DOL | 1.00000 1.00| |
PROJECT ESTIMATE ADJUSTMENT | | |
0011 109-09489 1.000 DOL | 1.00000 1.00| |
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0012 110-01001 LUMP | 69000.00000 69000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0013 201-52370 LUMP | 11500.00000 11500.00| |
CLEARING RIGHT OF WAY | | |
0014 202-01300 1.000 EACH | 1500.00000 1500.00| |
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0015 202-02637 172.000 LFT | 28.00000 4816.00| |
PIPE, ABANDON AND GROUT FILL , 12 IN. | | |
0016 202-02637 41.000 LFT | 20.00000 820.00| |
PIPE, ABANDON AND GROUT FILL , 18 IN. | | |
0017 202-02637 56.000 LFT | 15.00000 840.00| |
PIPE, ABANDON AND GROUT FILL , 8 IN. | | |
0018 202-02928 2.000 EACH | 260.00000 520.00| |
CATCH BASIN, REMOVE | | |
0019 202-91385 5.000 EACH | 260.00000 1300.00| |
INLET, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 240 -11
TABULATION OF BIDS
CALL ORDER : 240 CONTRACT ID : R -29535-A COUNTIES : ALLEN WHITLEY
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1185040 |( ) |( )
|NIBLOCK EXCAVATING INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 202-96133 251.000 LFT | 10.50000 2635.50| |
PIPE, REMOVE , 15 IN. THRU 24 IN. | | |
0021 202-96133 653.000 LFT | 11.50000 7509.50| |
PIPE, REMOVE , 4 IN. THRU 12 IN. | | |
0022 202-96632 1.000 EACH | 1.00000 1.00| |
TRAFFIC SIGNALS AND EQUIPMENT, REMOVE | | |
0023 203-02000 6065.000 CYS | 13.00000 78845.00| |
EXCAVATION, COMMON | | |
0024 205-02770 1117.000 SYS | 1.20000 1340.40| |
EROSION CONTROL BLANKET | | |
0025 205-03371 55.000 CYS | 25.00000 1375.00| |
SEDIMENT, REMOVE | | |
0026 205-06932 42.000 LFT | 12.00000 504.00| |
TEMPORARY CHECK DAM, STRAW BALES | | |
0027 205-06933 16.000 EACH | 65.00000 1040.00| |
TEMPORARY DITCH INLET PROTECTION | | |
0028 205-06936 48.000 TON | 40.00000 1920.00| |
TEMPORARY SEDIMENT TRAP | | |
0029 205-06937 213.000 LFT | 6.00000 1278.00| |
TEMPORARY SILT FENCE | | |
0030 205-09543 100.000 TON | 20.00000 2000.00| |
NO 2 STONE | | |
0031 207-08267 1069.000 SYS | 12.00000 12828.00| |
SUBGRADE TREATMENT, TYPE IIIA | | |
0032 207-08268 10902.000 SYS | 13.00000 141726.00| |
SUBGRADE TREATMENT, TYPE IV | | |
0033 211-02050 200.000 CYS | 40.00000 8000.00| |
B BORROW | | |
0034 211-09264 709.000 CYS | 39.50000 28005.50| |
STRUCTURE BACKFILL, TYPE 1 | | |
0035 211-09268 15.000 CYS | 180.00000 2700.00| |
STRUCTURE BACKFILL, TYPE 5 | | |
0036 301-07448 2407.000 TON | 15.00000 36105.00| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0037 306-08033 5753.000 SYS | 1.40000 8054.20| |
MILLING, ASPHALT, 1 IN. | | |
0038 306-08034 273.000 SYS | 1.40000 382.20| |
MILLING, ASPHALT, 1 1/2 IN. | | |
0039 306-08036 1555.000 SYS | 1.40000 2177.00| |
MILLING, ASPHALT, 2 IN. | | |
0040 306-08043 1697.000 SYS | 1.40000 2375.80| |
MILLING, TRANSITION | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 240 -12
TABULATION OF BIDS
CALL ORDER : 240 CONTRACT ID : R -29535-A COUNTIES : ALLEN WHITLEY
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1185040 |( ) |( )
|NIBLOCK EXCAVATING INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 401-06264 LUMP | 4000.00000 4000.00| |
PROFILOGRAPH, HMA | | |
0042 401-07321 1285.000 TON | 58.00000 74530.00| |
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0043 401-07390 2886.000 TON | 57.00000 164502.00| |
QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |
0044 401-07407 2849.000 TON | 57.00000 162393.00| |
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0045 402-07432 261.000 TON | 80.00000 20880.00| |
HMA SURFACE, TYPE A | | |
0046 402-07440 800.000 TON | 60.00000 48000.00| |
HMA BASE, TYPE A | | |
0047 406-05520 7.000 TON | 775.00000 5425.00| |
ASPHALT FOR TACK COAT | | |
0048 610-07487 393.000 TON | 96.00000 37728.00| |
HMA FOR APPROACHES, TYPE B | | |
0049 610-08446 153.000 SYS | 54.75000 8376.75| |
PCCP FOR APPROACHES, 6 IN. | | |
0050 611-06497 8.000 EACH | 185.00000 1480.00| |
MAILBOX ASSEMBLY, SINGLE | | |
0051 615-06490 45.000 EACH | 140.00000 6300.00| |
RIGHT OF WAY MARKER | | |
0052 615-06500 6.000 EACH | 910.00000 5460.00| |
MONUMENT, A | | |
0053 615-06505 7.000 EACH | 775.00000 5425.00| |
MONUMENT, B | | |
0054 616-02320 759.000 SYS | 4.50000 3415.50| |
GEOTEXTILES | | |
0055 616-06451 508.000 TON | 22.00000 11176.00| |
RIPRAP, UNIFORM | | |
0056 621-06545 0.300 TON | 1250.00000 375.00| |
FERTILIZER | | |
0057 621-06553 40.000 LBS | 10.00000 400.00| |
SEED MIXTURE, R | | |
0058 621-06557 216.000 LBS | 3.25000 702.00| |
SEED MIXTURE, T | | |
0059 621-06559 3301.000 SYS | 0.75000 2475.75| |
MULCHED SEEDING, R | | |
0060 621-06565 5.400 TON | 600.00000 3240.00| |
MULCHING MATERIAL | | |
0061 621-06567 38.000 kGAL | 2.00000 76.00| |
WATER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 240 -13
TABULATION OF BIDS
CALL ORDER : 240 CONTRACT ID : R -29535-A COUNTIES : ALLEN WHITLEY
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1185040 |( ) |( )
|NIBLOCK EXCAVATING INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0062 621-06574 332.000 SYS | 3.25000 1079.00| |
SODDING | | |
0063 621-06575 9217.000 SYS | 3.25000 29955.25| |
SODDING, NURSERY | | |
0064 628-09402 10.000 MOS | 2300.00000 23000.00| |
FIELD OFFICE, B | | |
0065 628-09407 10.000 MOS | 300.00000 3000.00| |
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0066 702-03607 5.000 EACH | 600.00000 3000.00| |
CORED HOLE IN CONCRETE | | |
0067 715-03475 5.000 EACH | 750.00000 3750.00| |
SAFETY METAL END SECTION, 4:1, 15 IN. | | |
0068 715-04612 90.000 LFT | 65.00000 5850.00| |
PIPE , WATERMAIN QUALITY, 15 IN. | | |
0069 715-05048 20.000 LFT | 47.00000 940.00| |
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0070 715-05049 50.000 LFT | 47.00000 2350.00| |
PIPE, TYPE 4, CIRCULAR, 8 IN. | | |
0071 715-05052 30.000 LFT | 60.00000 1800.00| |
PIPE, TYPE 4, CIRCULAR, 12 IN. | | |
0072 715-05116 116.000 LFT | 30.00000 3480.00| |
PIPE, TYPE 1, CIRCULAR, 8 IN. | | |
0073 715-05119 150.000 LFT | 32.00000 4800.00| |
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0074 715-05125 105.000 LFT | 58.00000 6090.00| |
PIPE, TYPE 1, CIRCULAR, 30 IN. | | |
0075 715-05149 340.000 LFT | 30.00000 10200.00| |
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0076 715-05151 623.000 LFT | 32.00000 19936.00| |
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0077 715-05152 438.000 LFT | 35.00000 15330.00| |
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0078 715-05169 169.000 LFT | 33.00000 5577.00| |
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0079 715-05171 36.000 LFT | 41.00000 1476.00| |
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0080 715-05203 22.000 LFT | 35.00000 770.00| |
PIPE, TYPE 4, CIRCULAR, 4 IN. | | |
0081 715-08283 27.000 SYS | 250.00000 6750.00| |
PCCP FOR STRUCTURE INSTALLATION | | |
0082 715-08305 74.600 TON | 125.00000 9325.00| |
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 240 -14
TABULATION OF BIDS
CALL ORDER : 240 CONTRACT ID : R -29535-A COUNTIES : ALLEN WHITLEY
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1185040 |( ) |( )
|NIBLOCK EXCAVATING INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0083 715-09064 1879.000 LFT | 2.50000 4697.50| |
VIDEO INSPECTION FOR PIPE | | |
0084 715-46005 11.000 EACH | 525.00000 5775.00| |
PIPE END SECTION, 15 IN. | | |
0085 715-46010 2.000 EACH | 550.00000 1100.00| |
PIPE END SECTION, 18 IN. | | |
0086 720-04666 1.000 EACH | 1500.00000 1500.00| |
CATCH BASIN , E7A, MODIFIED | | |
0087 720-04682 5.000 EACH | 1000.00000 5000.00| |
INLET, E7A, MODIFIED | | |
0088 720-45030 1.000 EACH | 1000.00000 1000.00| |
INLET, E7 | | |
0089 720-45130 8.000 EACH | 1000.00000 8000.00| |
INLET, E7, MODIFIED | | |
0090 720-45235 1.000 EACH | 1500.00000 1500.00| |
CATCH BASIN, E7 | | |
0091 720-45270 2.000 EACH | 1300.00000 2600.00| |
PIPE CATCH BASIN, 18 IN. | | |
0092 720-45410 1.000 EACH | 2500.00000 2500.00| |
MANHOLE, C4 | | |
0093 720-90984 1.000 EACH | 2500.00000 2500.00| |
MANHOLE, C2 | | |
0094 801-03290 4.000 EACH | 267.00000 1068.00| |
CONSTRUCTION SIGN, C | | |
0095 801-06203 20038.000 LFT | 0.10000 2003.80| |
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0096 801-06207 1040.000 LFT | 1.12000 1164.80| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0097 801-06539 LUMP | 4000.00000 4000.00| |
TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | |
MAINTAIN | | |
0098 801-06640 14.000 EACH | 108.00000 1512.00| |
CONSTRUCTION SIGN, A | | |
0099 801-06645 4.000 EACH | 41.25000 165.00| |
CONSTRUCTION SIGN, B | | |
0100 801-06775 LUMP | 32300.00000 32300.00| |
MAINTAINING TRAFFIC | | |
0101 801-07118 168.000 LFT | 9.75000 1638.00| |
BARRICADE, III-A | | |
0102 801-07612 72.000 LFT | 3.10000 223.20| |
TEMPORARY PAVEMENT MARKING, 24 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 240 -15
TABULATION OF BIDS
CALL ORDER : 240 CONTRACT ID : R -29535-A COUNTIES : ALLEN WHITLEY
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1185040 |( ) |( )
|NIBLOCK EXCAVATING INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0103 801-94295 8.000 EACH | 175.00000 1400.00| |
SIGNAL HEAD, RELOCATE | | |
0104 802-05704 112.000 LFT | 11.00000 1232.00| |
SIGN POST, SQUARE, 1, UNREINFORCED | | |
ANCHOR BASE | | |
0105 802-05705 57.000 LFT | 10.00000 570.00| |
SIGN POST, SQUARE, 2, UNREINFORCED | | |
ANCHOR BASE | | |
0106 802-07060 1.000 EACH | 75.00000 75.00| |
SIGN, SHEET, RELOCATE | | |
0107 802-09838 81.000 SFT | 11.00000 891.00| |
SIGN, SHEET, WITH LEGEND 0.080 IN. | | |
THICKNESS | | |
0108 802-09840 116.000 SFT | 12.50000 1450.00| |
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0109 802-09842 32.000 SFT | 13.50000 432.00| |
SIGN, SHEET, WITH LEGEND 0.125 IN | | |
THICKNESS | | |
0110 805-01815 4.000 EACH | 1800.00000 7200.00| |
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |
FT. | | |
0111 805-01842 13.000 EACH | 700.00000 9100.00| |
HANDHOLE, SIGNAL | | |
0112 805-01844 2230.000 LFT | 9.75000 21742.50| |
CONDUIT, STEEL, GALVANIZED, 2 IN., | | |
UNDERGROUND | | |
0113 805-04736 2080.000 LFT | 1.25000 2600.00| |
SIGNAL CABLE, 4C 18GA. | | |
0114 805-09539 5.000 EACH | 375.00000 1875.00| |
LOOP DETECTOR DELAY COUNTING AMPLIFIER, | | |
2 CHANNEL | | |
0115 805-78100 1.000 EACH | 9700.00000 9700.00| |
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE | | |
0116 805-78205 8.000 EACH | 525.00000 4200.00| |
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0117 805-78415 4.000 EACH | 1600.00000 6400.00| |
SPAN, CATENARY, AND TETHER | | |
0118 805-78420 4.000 EACH | 225.00000 900.00| |
DISCONNECT HANGER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 240 -16
TABULATION OF BIDS
CALL ORDER : 240 CONTRACT ID : R -29535-A COUNTIES : ALLEN WHITLEY
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1185040 |( ) |( )
|NIBLOCK EXCAVATING INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0119 805-78445 1.000 EACH | 600.00000 600.00| |
SIGNAL SERVICE | | |
0120 805-78467 55.000 LFT | 2.75000 151.25| |
SIGNAL CABLE, 3C 8GA. | | |
0121 805-78470 2255.000 LFT | 0.75000 1691.25| |
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0122 805-78485 300.000 LFT | 1.65000 495.00| |
SIGNAL CABLE, 5C 14GA. | | |
0123 805-78490 485.000 LFT | 1.85000 897.25| |
SIGNAL CABLE, 7C 14GA. | | |
0124 805-78510 1345.000 LFT | 0.80000 1076.00| |
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0125 805-78785 6.000 EACH | 575.00000 3450.00| |
SIGNAL DETECTOR HOUSING | | |
0126 805-78795 770.000 LFT | 10.00000 7700.00| |
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0127 805-78925 1.000 EACH | 575.00000 575.00| |
CONTROLLER CABINET FOUNDATION, P1 | | |
0128 805-81060 4.000 EACH | 4250.00000 17000.00| |
SIGNAL STRAIN POLE, STEEL, 36 FT. | | |
0129 805-92504 1.000 EACH | 225.00000 225.00| |
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0130 805-92512 8.000 EACH | 1000.00000 8000.00| |
MICROLOOP DETECTOR | | |
0131 808-06703 8116.000 LFT | 0.29000 2353.64| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0132 808-06716 3070.000 LFT | 0.38000 1166.60| |
LINE, REMOVE | | |
0133 808-75245 1364.000 LFT | 0.29000 395.56| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0134 808-75290 773.000 LFT | 3.97000 3068.81| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | |
0135 808-75297 117.000 LFT | 4.30000 503.10| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0136 808-75320 8.000 EACH | 57.00000 456.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0137 808-75996 77.000 EACH | 26.56000 2045.12| |
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 240 -17
TABULATION OF BIDS
CALL ORDER : 240 CONTRACT ID : R -29535-A COUNTIES : ALLEN WHITLEY
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1185040 |( ) |( )
|NIBLOCK EXCAVATING INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0138 808-75998 180.000 EACH | 24.10000 4338.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0139 808-92027 5084.000 LFT | 0.75000 3813.00| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
0140 621-01004 2.000 EACH | 350.00000 700.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
SECTION TOTALS | $ 1,380,839.73| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,380,839.73| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 260 -1
VENDOR RANKING
CALL ORDER : 260 CONTRACT ID : R -29906-A COUNTIES : MONROE
LETTING DATE : 02/10/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
DESCRIPTION : DRAINAGE DITCH CORRECTION COMPLETION DATE : 07/02/10
LOCATION : AT DITCH BETWEEN JUDAH BRANCH AND WEST SIDE OF SR 37 PROJECT(S) : 0710539
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1983396 AREXCO INC $ 211,142.66 100.0000%
2 35-1357381 DAVE OMARA CONTRACTOR INC $ 218,653.50 103.5572%
3 54-1342714 TRI COUNTY BUILDERS CO INC $ 237,701.50 112.5786%
4 35-2113672 MCCULLOUGH & DI BENEDETTO EXCAVATING, LLC $ 239,902.12 113.6209%
5 35-1801998 CLR INC $ 249,885.90 118.3493%
6 35-1868624 CENTRAL ENGINEERING & CONSTRUCTION ASSOCIATES INC $ 270,864.34 128.2850%
7 35-1875662 CRIDER & CRIDER INC $ 282,424.95 133.7603%
8 35-1817574 YARDBERRY LANDSCAPE $ 294,932.75 139.6841%
9 35-1673827 H E HENDERSON INC $ 313,799.86 148.6198%
10 35-0999231 HUNT PAVING COMPANY INC $ 345,071.35 163.4304%
11 35-1636776 LINKEL COMPANY $ 373,226.00 176.7648%
12 35-1549010 MCALISTER EXCAVATING CO INC $ 375,100.50 177.6526%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 260 -2
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -29906-A COUNTIES : MONROE
LETTING DATE : 02/10/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-1983396 |( 2 ) 35-1357381 |( 3 ) 54-1342714
|AREXCO INC |DAVE OMARA CONTRACTOR INC |TRI COUNTY BUILDERS CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 DRAINAGE DITCH CORRECTION
| | |
0001 105-06845 LUMP | 4000.00000 4000.00| 2000.00000 2000.00| 4224.00000 4224.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 110-01001 LUMP | 12500.00000 12500.00| 10750.00000 10750.00| 10512.50000 10512.50
MOBILIZATION AND DEMOBILIZATION | | |
0007 201-52370 LUMP | 21500.00000 21500.00| 20400.00000 20400.00| 35190.00000 35190.00
CLEARING RIGHT OF WAY | | |
0008 202-02272 552.000 LFT | 4.88000 2693.76| 4.25000 2346.00| 2.73000 1506.96
PAVED SIDE DITCH, REMOVE | | |
0009 202-99187 3361.000 LFT | 1.80000 6049.80| 1.50000 5041.50| 1.21000 4066.81
FENCE, FARM FIELD, REMOVE | | |
0010 203-02000 2723.000 CYS | 10.67000 29054.41| 20.50000 55821.50| 14.05000 38258.15
EXCAVATION, COMMON | | |
0011 203-02020 100.000 CYS | 182.00000 18200.00| 20.50000 2050.00| 17.71000 1771.00
EXCAVATION, UNCLASSIFIED | | |
0012 205-03371 67.000 CYS | 21.00000 1407.00| 26.00000 1742.00| 13.59000 910.53
SEDIMENT, REMOVE | | |
0013 205-06931 563.000 TON | 27.50000 15482.50| 25.00000 14075.00| 38.33000 21579.79
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0014 205-06932 100.000 LFT | 10.00000 1000.00| 10.00000 1000.00| 6.52000 652.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0015 205-06937 2145.000 LFT | 1.55000 3324.75| 1.50000 3217.50| 2.01000 4311.45
TEMPORARY SILT FENCE | | |
0016 303-08210 1180.000 TON | 16.11000 19009.80| 14.50000 17110.00| 22.64000 26715.20
COMPACTED AGGREGATE NO. 53, TEMPORARY | | |
FOR DRIVEWAYS | | |
0017 603-06040 3361.000 LFT | 9.90000 33273.90| 6.00000 20166.00| 6.15000 20670.15
FENCE, FARM FIELD, 47 IN. | | |
0018 616-02320 1636.000 SYS | 1.10000 1799.60| 2.75000 4499.00| 2.07000 3386.52
GEOTEXTILES | | |
0019 616-06405 764.000 TON | 19.91000 15211.24| 24.50000 18718.00| 33.33000 25464.12
RIPRAP, REVETMENT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 260 -3
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -29906-A COUNTIES : MONROE
LETTING DATE : 02/10/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-1983396 |( 2 ) 35-1357381 |( 3 ) 54-1342714
|AREXCO INC |DAVE OMARA CONTRACTOR INC |TRI COUNTY BUILDERS CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 616-06451 92.000 TON | 19.00000 1748.00| 25.50000 2346.00| 37.93000 3489.56
RIPRAP, UNIFORM | | |
0021 621-06545 1.610 TON | 500.00000 805.00| 470.00000 756.70| 1094.61000 1762.32
FERTILIZER | | |
0022 621-06553 684.000 LBS | 3.00000 2052.00| 2.80000 1915.20| 1.92000 1313.28
SEED MIXTURE, R | | |
0023 621-06565 8.000 TON | 445.00000 3560.00| 425.00000 3400.00| 369.15000 2953.20
MULCHING MATERIAL | | |
0024 621-06574 167.000 SYS | 7.00000 1169.00| 6.30000 1052.10| 7.68000 1282.56
SODDING | | |
0025 622-52436 8.000 EACH | 35.00000 280.00| 33.50000 268.00| 39.59000 316.72
SIGN, DO NOT MOW OR SPRAY | | |
0026 622-91786 124.000 EACH | 17.10000 2120.40| 17.25000 2139.00| 21.83000 2706.92
SEEDLING | | |
0027 628-09401 7.000 MOS | 200.00000 1400.00| 1400.00000 9800.00| 1420.25000 9941.75
FIELD OFFICE, A | | |
0028 715-05048 245.000 LFT | 11.60000 2842.00| 12.00000 2940.00| 6.33000 1550.85
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0029 715-05049 90.000 LFT | 12.70000 1143.00| 13.00000 1170.00| 7.48000 673.20
PIPE, TYPE 4, CIRCULAR, 8 IN. | | |
0030 715-05051 90.000 LFT | 13.25000 1192.50| 15.00000 1350.00| 9.78000 880.20
PIPE, TYPE 4, CIRCULAR, 10 IN. | | |
0031 801-03290 4.000 EACH | 400.00000 1600.00| 265.00000 1060.00| 422.65000 1690.60
CONSTRUCTION SIGN, C | | |
0032 801-06640 4.000 EACH | 275.00000 1100.00| 200.00000 800.00| 267.50000 1070.00
CONSTRUCTION SIGN, A | | |
0033 801-06775 LUMP | 1500.00000 1500.00| 6800.00000 6800.00| 4393.00000 4393.00
MAINTAINING TRAFFIC | | |
0034 211-09264 64.000 CYS | 30.00000 1920.00| 29.00000 1856.00| 22.64000 1448.96
STRUCTURE BACKFILL, TYPE 1 | | |
0035 205-09543 80.000 TON | 20.00000 1600.00| 18.50000 1480.00| 29.54000 2363.20
NO 2 STONE | | |
0036 621-01004 1.000 EACH | 600.00000 600.00| 580.00000 580.00| 642.00000 642.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
SECTION TOTALS | $ 211,142.66| $ 218,653.50| $ 237,701.50
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 211,142.66| $ 218,653.50| $ 237,701.50
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 260 -4
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -29906-A COUNTIES : MONROE
LETTING DATE : 02/10/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 4 ) 35-2113672 |( 5 ) 35-1801998 |( 6 ) 35-1868624
|MCCULLOUGH & DI BENEDETTO EX |CLR INC |CENTRAL ENGINEERING & CONSTRU
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 DRAINAGE DITCH CORRECTION
| | |
0001 105-06845 LUMP | 5198.00000 5198.00| 1900.00000 1900.00| 7826.56700 7826.57
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 110-01001 LUMP | 19924.00000 19924.00| 12000.00000 12000.00| 11226.95000 11226.95
MOBILIZATION AND DEMOBILIZATION | | |
0007 201-52370 LUMP | 21436.00000 21436.00| 23000.00000 23000.00| 40845.98000 40845.98
CLEARING RIGHT OF WAY | | |
0008 202-02272 552.000 LFT | 4.25000 2346.00| 7.75000 4278.00| 2.24000 1236.48
PAVED SIDE DITCH, REMOVE | | |
0009 202-99187 3361.000 LFT | 2.95000 9914.95| 0.80000 2688.80| 2.78000 9343.58
FENCE, FARM FIELD, REMOVE | | |
0010 203-02000 2723.000 CYS | 14.18000 38612.14| 14.75000 40164.25| 20.00000 54460.00
EXCAVATION, COMMON | | |
0011 203-02020 100.000 CYS | 50.00000 5000.00| 40.00000 4000.00| 56.30000 5630.00
EXCAVATION, UNCLASSIFIED | | |
0012 205-03371 67.000 CYS | 25.00000 1675.00| 28.50000 1909.50| 22.67000 1518.89
SEDIMENT, REMOVE | | |
0013 205-06931 563.000 TON | 21.00000 11823.00| 37.50000 21112.50| 30.38000 17103.94
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0014 205-06932 100.000 LFT | 10.00000 1000.00| 22.50000 2250.00| 16.33000 1633.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0015 205-06937 2145.000 LFT | 1.65000 3539.25| 2.50000 5362.50| 2.15000 4611.75
TEMPORARY SILT FENCE | | |
0016 303-08210 1180.000 TON | 19.50000 23010.00| 25.50000 30090.00| 24.58000 29004.40
COMPACTED AGGREGATE NO. 53, TEMPORARY | | |
FOR DRIVEWAYS | | |
0017 603-06040 3361.000 LFT | 7.25000 24367.25| 6.50000 21846.50| 0.95000 3192.95
FENCE, FARM FIELD, 47 IN. | | |
0018 616-02320 1636.000 SYS | 1.80000 2944.80| 3.60000 5889.60| 1.41000 2306.76
GEOTEXTILES | | |
0019 616-06405 764.000 TON | 21.80000 16655.20| 42.00000 32088.00| 36.52000 27901.28
RIPRAP, REVETMENT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 260 -5
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -29906-A COUNTIES : MONROE
LETTING DATE : 02/10/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 4 ) 35-2113672 |( 5 ) 35-1801998 |( 6 ) 35-1868624
|MCCULLOUGH & DI BENEDETTO EX |CLR INC |CENTRAL ENGINEERING & CONSTRU
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 616-06451 92.000 TON | 26.25000 2415.00| 52.00000 4784.00| 36.52000 3359.84
RIPRAP, UNIFORM | | |
0021 621-06545 1.610 TON | 521.00000 838.81| 700.00000 1127.00| 870.83000 1402.04
FERTILIZER | | |
0022 621-06553 684.000 LBS | 3.13000 2140.92| 3.00000 2052.00| 3.97000 2715.48
SEED MIXTURE, R | | |
0023 621-06565 8.000 TON | 468.00000 3744.00| 450.00000 3600.00| 435.41000 3483.28
MULCHING MATERIAL | | |
0024 621-06574 167.000 SYS | 7.00000 1169.00| 6.75000 1127.25| 10.89000 1818.63
SODDING | | |
0025 622-52436 8.000 EACH | 37.00000 296.00| 32.00000 256.00| 43.54000 348.32
SIGN, DO NOT MOW OR SPRAY | | |
0026 622-91786 124.000 EACH | 7.50000 930.00| 16.50000 2046.00| 16.33000 2024.92
SEEDLING | | |
0027 628-09401 7.000 MOS | 2228.00000 15596.00| 1200.00000 8400.00| 2736.89000 19158.23
FIELD OFFICE, A | | |
0028 715-05048 245.000 LFT | 8.16000 1999.20| 12.00000 2940.00| 9.46000 2317.70
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0029 715-05049 90.000 LFT | 7.64000 687.60| 19.00000 1710.00| 10.54000 948.60
PIPE, TYPE 4, CIRCULAR, 8 IN. | | |
0030 715-05051 90.000 LFT | 7.90000 711.00| 21.00000 1890.00| 11.63000 1046.70
PIPE, TYPE 4, CIRCULAR, 10 IN. | | |
0031 801-03290 4.000 EACH | 289.00000 1156.00| 275.00000 1100.00| 544.27000 2177.08
CONSTRUCTION SIGN, C | | |
0032 801-06640 4.000 EACH | 174.00000 696.00| 250.00000 1000.00| 380.99000 1523.96
CONSTRUCTION SIGN, A | | |
0033 801-06775 LUMP | 15421.00000 15421.00| 4500.00000 4500.00| 5997.75000 5997.75
MAINTAINING TRAFFIC | | |
0034 211-09264 64.000 CYS | 34.00000 2176.00| 30.00000 1920.00| 26.12000 1671.68
STRUCTURE BACKFILL, TYPE 1 | | |
0035 205-09543 80.000 TON | 23.00000 1840.00| 25.00000 2000.00| 27.59000 2207.20
NO 2 STONE | | |
0036 621-01004 1.000 EACH | 636.00000 636.00| 850.00000 850.00| 816.40000 816.40
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
SECTION TOTALS | $ 239,902.12| $ 249,885.90| $ 270,864.34
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 239,902.12| $ 249,885.90| $ 270,864.34
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 260 -6
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -29906-A COUNTIES : MONROE
LETTING DATE : 02/10/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 7 ) 35-1875662 |( 8 ) 35-1817574 |( 9 ) 35-1673827
|CRIDER & CRIDER INC |YARDBERRY LANDSCAPE |H E HENDERSON INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 DRAINAGE DITCH CORRECTION
| | |
0001 105-06845 LUMP | 4000.00000 4000.00| 7000.00000 7000.00| 10260.00000 10260.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 110-01001 LUMP | 14121.25000 14121.25| 13000.00000 13000.00| 35457.50000 35457.50
MOBILIZATION AND DEMOBILIZATION | | |
0007 201-52370 LUMP | 44897.00000 44897.00| 30000.00000 30000.00| 29400.00000 29400.00
CLEARING RIGHT OF WAY | | |
0008 202-02272 552.000 LFT | 7.00000 3864.00| 10.00000 5520.00| 7.12000 3930.24
PAVED SIDE DITCH, REMOVE | | |
0009 202-99187 3361.000 LFT | 2.00000 6722.00| 2.00000 6722.00| 1.68000 5646.48
FENCE, FARM FIELD, REMOVE | | |
0010 203-02000 2723.000 CYS | 15.00000 40845.00| 18.00000 49014.00| 21.24000 57836.52
EXCAVATION, COMMON | | |
0011 203-02020 100.000 CYS | 80.00000 8000.00| 150.00000 15000.00| 49.26000 4926.00
EXCAVATION, UNCLASSIFIED | | |
0012 205-03371 67.000 CYS | 26.00000 1742.00| 50.00000 3350.00| 79.00000 5293.00
SEDIMENT, REMOVE | | |
0013 205-06931 563.000 TON | 45.00000 25335.00| 35.00000 19705.00| 43.83000 24676.29
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0014 205-06932 100.000 LFT | 14.00000 1400.00| 20.00000 2000.00| 9.98000 998.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0015 205-06937 2145.000 LFT | 2.50000 5362.50| 2.75000 5898.75| 1.47000 3153.15
TEMPORARY SILT FENCE | | |
0016 303-08210 1180.000 TON | 22.00000 25960.00| 24.00000 28320.00| 24.63000 29063.40
COMPACTED AGGREGATE NO. 53, TEMPORARY | | |
FOR DRIVEWAYS | | |
0017 603-06040 3361.000 LFT | 7.00000 23527.00| 6.50000 21846.50| 6.35000 21342.35
FENCE, FARM FIELD, 47 IN. | | |
0018 616-02320 1636.000 SYS | 2.00000 3272.00| 3.00000 4908.00| 3.75000 6135.00
GEOTEXTILES | | |
0019 616-06405 764.000 TON | 36.00000 27504.00| 40.00000 30560.00| 29.56000 22583.84
RIPRAP, REVETMENT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 260 -7
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -29906-A COUNTIES : MONROE
LETTING DATE : 02/10/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 7 ) 35-1875662 |( 8 ) 35-1817574 |( 9 ) 35-1673827
|CRIDER & CRIDER INC |YARDBERRY LANDSCAPE |H E HENDERSON INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 616-06451 92.000 TON | 41.00000 3772.00| 50.00000 4600.00| 27.56000 2535.52
RIPRAP, UNIFORM | | |
0021 621-06545 1.610 TON | 520.00000 837.20| 850.00000 1368.50| 472.50000 760.73
FERTILIZER | | |
0022 621-06553 684.000 LBS | 3.00000 2052.00| 5.00000 3420.00| 2.84000 1942.56
SEED MIXTURE, R | | |
0023 621-06565 8.000 TON | 470.00000 3760.00| 375.00000 3000.00| 425.25000 3402.00
MULCHING MATERIAL | | |
0024 621-06574 167.000 SYS | 7.00000 1169.00| 8.00000 1336.00| 6.30000 1052.10
SODDING | | |
0025 622-52436 8.000 EACH | 37.00000 296.00| 40.00000 320.00| 33.60000 268.80
SIGN, DO NOT MOW OR SPRAY | | |
0026 622-91786 124.000 EACH | 19.00000 2356.00| 10.00000 1240.00| 6.83000 846.92
SEEDLING | | |
0027 628-09401 7.000 MOS | 2000.00000 14000.00| 2200.00000 15400.00| 1926.00000 13482.00
FIELD OFFICE, A | | |
0028 715-05048 245.000 LFT | 10.00000 2450.00| 12.00000 2940.00| 19.14000 4689.30
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0029 715-05049 90.000 LFT | 10.00000 900.00| 18.00000 1620.00| 22.47000 2022.30
PIPE, TYPE 4, CIRCULAR, 8 IN. | | |
0030 715-05051 90.000 LFT | 13.00000 1170.00| 20.00000 1800.00| 23.00000 2070.00
PIPE, TYPE 4, CIRCULAR, 10 IN. | | |
0031 801-03290 4.000 EACH | 300.00000 1200.00| 425.00000 1700.00| 254.10000 1016.40
CONSTRUCTION SIGN, C | | |
0032 801-06640 4.000 EACH | 185.00000 740.00| 300.00000 1200.00| 156.45000 625.80
CONSTRUCTION SIGN, A | | |
0033 801-06775 LUMP | 6500.00000 6500.00| 6000.00000 6000.00| 11578.00000 11578.00
MAINTAINING TRAFFIC | | |
0034 211-09264 64.000 CYS | 38.00000 2432.00| 35.00000 2240.00| 64.64000 4136.96
STRUCTURE BACKFILL, TYPE 1 | | |
0035 205-09543 80.000 TON | 20.00000 1600.00| 40.00000 3200.00| 26.09000 2087.20
NO 2 STONE | | |
0036 621-01004 1.000 EACH | 635.00000 635.00| 700.00000 700.00| 577.50000 577.50
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
SECTION TOTALS | $ 282,424.95| $ 294,932.75| $ 313,799.86
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 282,424.95| $ 294,932.75| $ 313,799.86
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 260 -8
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -29906-A COUNTIES : MONROE
LETTING DATE : 02/10/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 10 ) 35-0999231 |( 11 ) 35-1636776 |( 12 ) 35-1549010
|HUNT PAVING COMPANY INC |LINKEL COMPANY |MCALISTER EXCAVATING CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 DRAINAGE DITCH CORRECTION
| | |
0001 105-06845 LUMP | 3000.00000 3000.00| 25000.00000 25000.00| 10000.00000 10000.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 110-01001 LUMP | 17000.00000 17000.00| 35000.00000 35000.00| 18750.00000 18750.00
MOBILIZATION AND DEMOBILIZATION | | |
0007 201-52370 LUMP | 32680.00000 32680.00| 25000.00000 25000.00| 65000.00000 65000.00
CLEARING RIGHT OF WAY | | |
0008 202-02272 552.000 LFT | 7.00000 3864.00| 25.00000 13800.00| 15.00000 8280.00
PAVED SIDE DITCH, REMOVE | | |
0009 202-99187 3361.000 LFT | 1.65000 5545.65| 2.00000 6722.00| 3.50000 11763.50
FENCE, FARM FIELD, REMOVE | | |
0010 203-02000 2723.000 CYS | 31.00000 84413.00| 20.00000 54460.00| 34.00000 92582.00
EXCAVATION, COMMON | | |
0011 203-02020 100.000 CYS | 120.00000 12000.00| 100.00000 10000.00| 1.00000 100.00
EXCAVATION, UNCLASSIFIED | | |
0012 205-03371 67.000 CYS | 36.00000 2412.00| 20.00000 1340.00| 33.00000 2211.00
SEDIMENT, REMOVE | | |
0013 205-06931 563.000 TON | 40.00000 22520.00| 50.00000 28150.00| 40.00000 22520.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0014 205-06932 100.000 LFT | 10.55000 1055.00| 10.00000 1000.00| 16.00000 1600.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0015 205-06937 2145.000 LFT | 1.55000 3324.75| 2.00000 4290.00| 2.00000 4290.00
TEMPORARY SILT FENCE | | |
0016 303-08210 1180.000 TON | 30.00000 35400.00| 28.00000 33040.00| 22.00000 25960.00
COMPACTED AGGREGATE NO. 53, TEMPORARY | | |
FOR DRIVEWAYS | | |
0017 603-06040 3361.000 LFT | 6.40000 21510.40| 8.00000 26888.00| 8.00000 26888.00
FENCE, FARM FIELD, 47 IN. | | |
0018 616-02320 1636.000 SYS | 2.50000 4090.00| 2.00000 3272.00| 5.00000 8180.00
GEOTEXTILES | | |
0019 616-06405 764.000 TON | 28.50000 21774.00| 45.00000 34380.00| 30.00000 22920.00
RIPRAP, REVETMENT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 260 -9
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -29906-A COUNTIES : MONROE
LETTING DATE : 02/10/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 10 ) 35-0999231 |( 11 ) 35-1636776 |( 12 ) 35-1549010
|HUNT PAVING COMPANY INC |LINKEL COMPANY |MCALISTER EXCAVATING CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 616-06451 92.000 TON | 57.00000 5244.00| 50.00000 4600.00| 30.00000 2760.00
RIPRAP, UNIFORM | | |
0021 621-06545 1.610 TON | 500.00000 805.00| 1000.00000 1610.00| 1200.00000 1932.00
FERTILIZER | | |
0022 621-06553 684.000 LBS | 3.00000 2052.00| 5.00000 3420.00| 2.00000 1368.00
SEED MIXTURE, R | | |
0023 621-06565 8.000 TON | 450.00000 3600.00| 500.00000 4000.00| 450.00000 3600.00
MULCHING MATERIAL | | |
0024 621-06574 167.000 SYS | 6.65000 1110.55| 10.00000 1670.00| 10.00000 1670.00
SODDING | | |
0025 622-52436 8.000 EACH | 35.50000 284.00| 50.00000 400.00| 45.00000 360.00
SIGN, DO NOT MOW OR SPRAY | | |
0026 622-91786 124.000 EACH | 17.50000 2170.00| 20.00000 2480.00| 23.00000 2852.00
SEEDLING | | |
0027 628-09401 7.000 MOS | 2000.00000 14000.00| 1500.00000 10500.00| 1700.00000 11900.00
FIELD OFFICE, A | | |
0028 715-05048 245.000 LFT | 33.00000 8085.00| 10.00000 2450.00| 10.00000 2450.00
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0029 715-05049 90.000 LFT | 35.00000 3150.00| 15.00000 1350.00| 11.00000 990.00
PIPE, TYPE 4, CIRCULAR, 8 IN. | | |
0030 715-05051 90.000 LFT | 36.00000 3240.00| 20.00000 1800.00| 13.00000 1170.00
PIPE, TYPE 4, CIRCULAR, 10 IN. | | |
0031 801-03290 4.000 EACH | 250.00000 1000.00| 300.00000 1200.00| 320.00000 1280.00
CONSTRUCTION SIGN, C | | |
0032 801-06640 4.000 EACH | 250.00000 1000.00| 300.00000 1200.00| 220.00000 880.00
CONSTRUCTION SIGN, A | | |
0033 801-06775 LUMP | 21280.00000 21280.00| 25000.00000 25000.00| 15000.00000 15000.00
MAINTAINING TRAFFIC | | |
0034 211-09264 64.000 CYS | 37.00000 2368.00| 50.00000 3200.00| 35.00000 2240.00
STRUCTURE BACKFILL, TYPE 1 | | |
0035 205-09543 80.000 TON | 56.00000 4480.00| 50.00000 4000.00| 35.00000 2800.00
NO 2 STONE | | |
0036 621-01004 1.000 EACH | 610.00000 610.00| 2000.00000 2000.00| 800.00000 800.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
SECTION TOTALS | $ 345,071.35| $ 373,226.00| $ 375,100.50
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 345,071.35| $ 373,226.00| $ 375,100.50
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 270 -1
VENDOR RANKING
CALL ORDER : 270 CONTRACT ID : R -30477-A COUNTIES : JOHNSON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
DESCRIPTION : NEW GUARD RAIL COMPLETION DATE : 04/30/10
LOCATION : ON US 31 1.0 MILE NORTH OF SR 44 AT ACORN DRIVE PROJECT(S) : 0710965
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1673827 H E HENDERSON INC $ 54,198.32 100.0000%
2 35-0999231 HUNT PAVING COMPANY INC $ 95,280.75 175.8002%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 270 -2
TABULATION OF BIDS
CALL ORDER : 270 CONTRACT ID : R -30477-A COUNTIES : JOHNSON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-1673827 |( 2 ) 35-0999231 |( )
|H E HENDERSON INC |HUNT PAVING COMPANY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW GUARD RAIL
| | |
0001 105-06845 LUMP | 1054.30000 1054.30| 2500.00000 2500.00|
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0007 110-01001 LUMP | 10536.50000 10536.50| 12000.00000 12000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0008 202-02278 42.000 LFT | 21.11000 886.62| 25.00000 1050.00|
CURB, CONCRETE, REMOVE | | |
0009 203-02070 15.000 CYS | 66.74000 1001.10| 80.00000 1200.00|
BORROW | | |
0010 303-07449 30.000 TON | 48.75000 1462.50| 125.00000 3750.00|
COMPACTED AGGREGATE, NO. 73 | | |
0011 402-07438 10.000 TON | 178.65000 1786.50| 250.00000 2500.00|
HMA INTERMEDIATE, TYPE B | | |
0012 601-01625 1.000 EACH | 1575.00000 1575.00| 1775.00000 1775.00|
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0013 601-94689 1.000 EACH | 2546.25000 2546.25| 3000.00000 3000.00|
GUARDRAIL END TREATMENT, OS | | |
0014 601-99105 381.250 LFT | 17.48000 6664.25| 23.00000 8768.75|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0015 616-02320 150.000 SYS | 5.35000 802.50| 20.00000 3000.00|
GEOTEXTILES | | |
0016 621-06574 30.000 SYS | 29.40000 882.00| 40.00000 1200.00|
SODDING | | |
0017 621-09815 112.000 SYS | 172.40000 19308.80| 331.00000 37072.00|
ARTICULATED CONCRETE BLOCK MATTRESS W/ | | |
CABLE | | |
0018 801-03290 1.000 EACH | 299.25000 299.25| 350.00000 350.00|
CONSTRUCTION SIGN, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 270 -3
TABULATION OF BIDS
CALL ORDER : 270 CONTRACT ID : R -30477-A COUNTIES : JOHNSON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-1673827 |( 2 ) 35-0999231 |( )
|H E HENDERSON INC |HUNT PAVING COMPANY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 801-06640 3.000 EACH | 183.75000 551.25| 500.00000 1500.00|
CONSTRUCTION SIGN, A | | |
0020 801-06710 30.000 DAY | 29.40000 882.00| 13.00000 390.00|
FLASHING ARROW SIGN | | |
0021 801-06775 LUMP | 3261.50000 3261.50| 15000.00000 15000.00|
MAINTAINING TRAFFIC | | |
0022 805-96014 44.000 LFT | 15.75000 693.00| 5.00000 220.00|
SAW CUT, FULL DEPTH | | |
SECTION TOTALS | $ 54,198.32| $ 95,280.75| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 54,198.32| $ 95,280.75| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 280 -1
VENDOR RANKING
CALL ORDER : 280 CONTRACT ID : R -31150-A COUNTIES : JAY
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS COMPLETION DATE : 06/25/10
LOCATION : ALONG SR 26 PROJECT(S) : 0800562
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1874009 HAUER EXCAVATING $ 58,156.00 100.0000%
2 35-2123509 A LANDON EXCAVATING LLC $ 60,184.20 103.4875%
3 35-2103617 BRYAN`S HAULING & EXCAVATING $ 60,436.00 103.9205%
4 35-1817574 YARDBERRY LANDSCAPE $ 79,595.50 136.8655%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 280 -2
TABULATION OF BIDS
CALL ORDER : 280 CONTRACT ID : R -31150-A COUNTIES : JAY
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1874009 |( 2 ) 35-2123509 |( 3 ) 35-2103617
|HAUER EXCAVATING |A LANDON EXCAVATING LLC |BRYAN`S HAULING & EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS
| | |
0001 105-06845 LUMP | 1.00000 1.00| 100.00000 100.00| 500.00000 500.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 110-01001 LUMP | 800.00000 800.00| 2800.00000 2800.00| 3300.00000 3300.00
MOBILIZATION AND DEMOBILIZATION | | |
0007 202-02255 4.000 EACH | 200.00000 800.00| 400.00000 1600.00| 200.00000 800.00
TREE, 18 IN., REMOVE | | |
0008 202-03000 LUMP | 7650.00000 7650.00| 5111.00000 5111.00| 12000.00000 12000.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 2 | | |
0009 202-03000 LUMP | 9850.00000 9850.00| 9862.00000 9862.00| 11000.00000 11000.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 4 | | |
0010 202-03000 LUMP | 6150.00000 6150.00| 5458.00000 5458.00| 10000.00000 10000.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 5 | | |
0011 202-03000 LUMP | 10550.00000 10550.00| 9970.00000 9970.00| 10000.00000 10000.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 6 | | |
0012 202-03135 2950.000 SFT | 3.50000 10325.00| 1.79000 5280.50| 0.10000 295.00
REGULATED ASBESTOS CONTAINING MATERIALS | | |
REMOVE , PARCEL 51 | | |
0013 202-03135 300.000 SFT | 4.00000 1200.00| 9.33000 2799.00| 8.00000 2400.00
REGULATED ASBESTOS CONTAINING MATERIALS | | |
REMOVE , PARCEL 60 | | |
0014 202-03729 540.000 LFT | 6.00000 3240.00| 8.10000 4374.00| 6.50000 3510.00
REGULATED ASBESTOS CONTAINING MATERIALS | | |
REMOVE , PARCEL 44 | | |
0015 202-91010 3.000 EACH | 240.00000 720.00| 390.00000 1170.00| 300.00000 900.00
TREE, 24 IN., REMOVE | | |
0016 202-91011 1.000 EACH | 375.00000 375.00| 490.00000 490.00| 500.00000 500.00
TREE, 36 IN., REMOVE | | |
0017 202-91840 70.000 LFT | 0.90000 63.00| 0.35000 24.50| 0.10000 7.00
FENCE, CHAIN LINK, REMOVE , PARCEL 51 | | |
0018 202-93898 8.000 EACH | 95.00000 760.00| 270.00000 2160.00| 200.00000 1600.00
TREE, 12 IN., REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 280 -3
TABULATION OF BIDS
CALL ORDER : 280 CONTRACT ID : R -31150-A COUNTIES : JAY
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1874009 |( 2 ) 35-2123509 |( 3 ) 35-2103617
|HAUER EXCAVATING |A LANDON EXCAVATING LLC |BRYAN`S HAULING & EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 205-06937 193.000 LFT | 1.00000 193.00| 1.40000 270.20| 1.25000 241.25
TEMPORARY SILT FENCE , PARCEL 28 | | |
0020 205-06937 318.000 LFT | 1.00000 318.00| 1.20000 381.60| 1.25000 397.50
TEMPORARY SILT FENCE , PARCEL 44 | | |
0021 205-06937 393.000 LFT | 1.00000 393.00| 1.20000 471.60| 1.25000 491.25
TEMPORARY SILT FENCE , PARCEL 51 | | |
0022 205-06937 344.000 LFT | 1.00000 344.00| 1.20000 412.80| 1.25000 430.00
TEMPORARY SILT FENCE , PARCEL 60 | | |
0023 621-01852 1600.000 SYS | 0.45000 720.00| 0.80000 1280.00| 0.10000 160.00
MULCHED SEEDING, GRASS, 2 , PARCEL 28 | | |
0024 621-01852 2000.000 SYS | 0.45000 900.00| 0.65000 1300.00| 0.10000 200.00
MULCHED SEEDING, GRASS, 2 , PARCEL 44 | | |
0025 621-01852 1500.000 SYS | 0.45000 675.00| 0.80000 1200.00| 0.10000 150.00
MULCHED SEEDING, GRASS, 2 , PARCEL 51 | | |
0026 621-01852 2500.000 SYS | 0.45000 1125.00| 0.65000 1625.00| 0.10000 250.00
MULCHED SEEDING, GRASS, 2 , PARCEL 60 | | |
0027 801-03290 2.000 EACH | 150.00000 300.00| 250.00000 500.00| 300.00000 600.00
CONSTRUCTION SIGN, C | | |
0028 801-06640 2.000 EACH | 150.00000 300.00| 320.00000 640.00| 300.00000 600.00
CONSTRUCTION SIGN, A | | |
0029 621-01004 1.000 EACH | 400.00000 400.00| 900.00000 900.00| 100.00000 100.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
SECTION TOTALS | $ 58,156.00| $ 60,184.20| $ 60,436.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 58,156.00| $ 60,184.20| $ 60,436.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 280 -4
TABULATION OF BIDS
CALL ORDER : 280 CONTRACT ID : R -31150-A COUNTIES : JAY
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1817574 |( ) |( )
|YARDBERRY LANDSCAPE | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS
| | |
0001 105-06845 LUMP | 1000.00000 1000.00| |
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 110-01001 LUMP | 3791.00000 3791.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0007 202-02255 4.000 EACH | 650.00000 2600.00| |
TREE, 18 IN., REMOVE | | |
0008 202-03000 LUMP | 7500.00000 7500.00| |
HOUSES AND BUILDINGS, REMOVE , PARCEL 2 | | |
0009 202-03000 LUMP | 9500.00000 9500.00| |
HOUSES AND BUILDINGS, REMOVE , PARCEL 4 | | |
0010 202-03000 LUMP | 6700.00000 6700.00| |
HOUSES AND BUILDINGS, REMOVE , PARCEL 5 | | |
0011 202-03000 LUMP | 9500.00000 9500.00| |
HOUSES AND BUILDINGS, REMOVE , PARCEL 6 | | |
0012 202-03135 2950.000 SFT | 3.50000 10325.00| |
REGULATED ASBESTOS CONTAINING MATERIALS | | |
REMOVE , PARCEL 51 | | |
0013 202-03135 300.000 SFT | 15.00000 4500.00| |
REGULATED ASBESTOS CONTAINING MATERIALS | | |
REMOVE , PARCEL 60 | | |
0014 202-03729 540.000 LFT | 15.00000 8100.00| |
REGULATED ASBESTOS CONTAINING MATERIALS | | |
REMOVE , PARCEL 44 | | |
0015 202-91010 3.000 EACH | 850.00000 2550.00| |
TREE, 24 IN., REMOVE | | |
0016 202-91011 1.000 EACH | 1000.00000 1000.00| |
TREE, 36 IN., REMOVE | | |
0017 202-91840 70.000 LFT | 7.00000 490.00| |
FENCE, CHAIN LINK, REMOVE , PARCEL 51 | | |
0018 202-93898 8.000 EACH | 450.00000 3600.00| |
TREE, 12 IN., REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 280 -5
TABULATION OF BIDS
CALL ORDER : 280 CONTRACT ID : R -31150-A COUNTIES : JAY
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1817574 |( ) |( )
|YARDBERRY LANDSCAPE | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 205-06937 193.000 LFT | 3.50000 675.50| |
TEMPORARY SILT FENCE , PARCEL 28 | | |
0020 205-06937 318.000 LFT | 2.00000 636.00| |
TEMPORARY SILT FENCE , PARCEL 44 | | |
0021 205-06937 393.000 LFT | 2.00000 786.00| |
TEMPORARY SILT FENCE , PARCEL 51 | | |
0022 205-06937 344.000 LFT | 2.00000 688.00| |
TEMPORARY SILT FENCE , PARCEL 60 | | |
0023 621-01852 1600.000 SYS | 0.50000 800.00| |
MULCHED SEEDING, GRASS, 2 , PARCEL 28 | | |
0024 621-01852 2000.000 SYS | 0.50000 1000.00| |
MULCHED SEEDING, GRASS, 2 , PARCEL 44 | | |
0025 621-01852 1500.000 SYS | 0.50000 750.00| |
MULCHED SEEDING, GRASS, 2 , PARCEL 51 | | |
0026 621-01852 2500.000 SYS | 0.50000 1250.00| |
MULCHED SEEDING, GRASS, 2 , PARCEL 60 | | |
0027 801-03290 2.000 EACH | 400.00000 800.00| |
CONSTRUCTION SIGN, C | | |
0028 801-06640 2.000 EACH | 275.00000 550.00| |
CONSTRUCTION SIGN, A | | |
0029 621-01004 1.000 EACH | 500.00000 500.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
SECTION TOTALS | $ 79,595.50| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 79,595.50| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 290 -1
VENDOR RANKING
CALL ORDER : 290 CONTRACT ID : R -31627-A COUNTIES : HAMILTON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : ROAD RECONSTRUCTION COMPLETION DATE : 09/01/11
LOCATION : ON SR 38 FROM PROJECT(S) : 0003710
0101234
0800414
OTHERS
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1139301 E & B PAVING INC $ 4,081,610.32 100.0000%
2 35-0918397 RIETH RILEY CONSTRUCTION $ 4,117,500.00 100.8793%
3 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 4,217,079.26 103.3190%
4 35-1875662 CRIDER & CRIDER INC $ 4,317,189.27 105.7717%
5 35-1698047 GRADEX INC $ 4,353,758.16 106.6677%
6 90-0177865 HIS CONSTRUCTORS LLC $ 4,395,700.00 107.6952%
7 35-1917625 MILESTONE CONTRACTORS LP $ 4,867,663.50 119.2584%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 290 -2
TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : R -31627-A COUNTIES : HAMILTON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 35-1151771
|E & B PAVING INC |RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 TRAFFIC SIGNAL MODERNIZATION
| | |
0001 105-06845 LUMP | 25600.00000 25600.00| 26078.00000 26078.00| 50000.00000 50000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 3.000 EACH | 75.00000 225.00| 100.00000 300.00| 150.00000 450.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 72.000 MOS | 60.00000 4320.00| 100.00000 7200.00| 150.00000 10800.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0011 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0012 110-01001 LUMP | 204000.00000 204000.00| 153541.01000 153541.01| 216000.00000 216000.00
MOBILIZATION AND DEMOBILIZATION | | |
0013 201-52370 LUMP | 80000.00000 80000.00| 77000.00000 77000.00| 85000.00000 85000.00
CLEARING RIGHT OF WAY | | |
0014 202-01300 1.000 EACH | 250.00000 250.00| 2311.00000 2311.00| 1500.00000 1500.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0015 202-02271 8.000 EACH | 575.00000 4600.00| 100.00000 800.00| 390.00000 3120.00
HEADWALL, REMOVE | | |
0016 202-51330 LUMP | 18000.00000 18000.00| 61198.00000 61198.00| 40000.00000 40000.00
PRESENT STRUCTURE, REMOVE | | |
0017 202-74045 20.000 EACH | 25.00000 500.00| 33.50000 670.00| 65.00000 1300.00
SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | |
0018 202-86946 11.000 EACH | 75.00000 825.00| 278.00000 3058.00| 280.00000 3080.00
HANDHOLE, REMOVE | | |
0019 202-90277 4.000 EACH | 50.00000 200.00| 416.00000 1664.00| 225.00000 900.00
DETECTOR HOUSING, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 290 -3
TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : R -31627-A COUNTIES : HAMILTON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 35-1151771
|E & B PAVING INC |RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 202-93995 4.000 EACH | 125.00000 500.00| 500.00000 2000.00| 575.00000 2300.00
SIGNAL POLE FOUNDATION, REMOVE | | |
0021 202-96133 749.000 LFT | 18.00000 13482.00| 15.00000 11235.00| 2.00000 1498.00
PIPE, REMOVE | | |
0022 203-02000 30899.000 CYS | 10.75000 332164.25| 10.45000 322894.55| 9.00000 278091.00
EXCAVATION, COMMON | | |
0023 203-02070 14941.000 CYS | 2.50000 37352.50| 0.01000 149.41| 0.50000 7470.50
BORROW | | |
0024 203-51223 2742.000 CYS | 9.50000 26049.00| 21.59000 59199.78| 7.00000 19194.00
EXCAVATION, WATERWAY | | |
0025 205-03371 50.000 CYS | 45.00000 2250.00| 22.00000 1100.00| 30.00000 1500.00
SEDIMENT, REMOVE | | |
0026 205-06931 224.000 TON | 27.00000 6048.00| 40.00000 8960.00| 31.00000 6944.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0027 205-06933 8.000 EACH | 85.00000 680.00| 85.00000 680.00| 85.00000 680.00
TEMPORARY DITCH INLET PROTECTION | | |
0028 205-06937 2350.000 LFT | 1.18000 2773.00| 1.18000 2773.00| 1.18000 2773.00
TEMPORARY SILT FENCE | | |
0029 207-08263 39596.000 SYS | 4.30000 170262.80| 4.70000 186101.20| 4.00000 158384.00
SUBGRADE TREATMENT, TYPE IA | | |
0030 207-08266 2588.000 SYS | 1.75000 4529.00| 7.80000 20186.40| 3.75000 9705.00
SUBGRADE TREATMENT, TYPE III | | |
0031 207-08267 1388.000 SYS | 7.00000 9716.00| 7.50000 10410.00| 7.75000 10757.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0032 211-09264 1539.000 CYS | 20.00000 30780.00| 16.50000 25393.50| 16.00000 24624.00
STRUCTURE BACKFILL, TYPE 1 | | |
0033 211-09265 3776.000 CYS | 26.00000 98176.00| 20.00000 75520.00| 29.00000 109504.00
STRUCTURE BACKFILL, TYPE 2 | | |
0034 211-09267 6.000 CYS | 160.00000 960.00| 100.00000 600.00| 72.00000 432.00
STRUCTURE BACKFILL, TYPE 4 | | |
0035 301-07448 3427.000 TON | 18.29020 62680.52| 18.00000 61686.00| 16.50000 56545.50
COMPACTED AGGREGATE, NO. 53, BASE | | |
0036 302-07455 38.000 CYS | 32.00000 1216.00| 65.00000 2470.00| 63.00000 2394.00
DENSE GRADED SUBBASE | | |
0037 306-08043 720.000 SYS | 7.04670 5073.62| 6.00000 4320.00| 4.00000 2880.00
MILLING, TRANSITION | | |
0038 401-06264 LUMP | 3700.00000 3700.00| 1000.00000 1000.00| 1000.00000 1000.00
PROFILOGRAPH, HMA | | |
0039 401-07334 3003.000 TON | 68.10000 204504.30| 75.00000 225225.00| 70.00000 210210.00
QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | |
0040 401-07403 4518.000 TON | 56.00000 253008.00| 60.00000 271080.00| 61.00000 275598.00
QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 290 -4
TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : R -31627-A COUNTIES : HAMILTON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 35-1151771
|E & B PAVING INC |RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 401-07408 699.000 TON | 52.00000 36348.00| 55.00000 38445.00| 56.00000 39144.00
QC/QA-HMA, 3, 64, BASE, 25.0 mm | | |
0042 401-07424 10526.000 TON | 47.00000 494722.00| 50.00000 526300.00| 54.00000 568404.00
QC/QA-HMA, 3, 64, BASE, 19.0 mm | | |
0043 401-07429 5219.000 TON | 48.00000 250512.00| 50.00000 260950.00| 54.00000 281826.00
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0044 402-07432 214.000 TON | 69.00000 14766.00| 85.00000 18190.00| 67.00000 14338.00
HMA SURFACE, TYPE A | | |
0045 402-07435 356.000 TON | 54.00000 19224.00| 65.00000 23140.00| 63.00000 22428.00
HMA INTERMEDIATE, TYPE A | | |
0046 406-05520 34.000 TON | 432.00000 14688.00| 500.00000 17000.00| 100.00000 3400.00
ASPHALT FOR TACK COAT | | |
0047 601-01128 4.000 EACH | 1165.00000 4660.00| 1165.00000 4660.00| 1165.00000 4660.00
GUARDRAIL TRANSITION TYPE WGB | | |
0048 601-01839 1.000 EACH | 1687.00000 1687.00| 1687.00000 1687.00| 1687.00000 1687.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 6 | | |
0049 601-94689 8.000 EACH | 2305.00000 18440.00| 2305.00000 18440.00| 2305.00000 18440.00
GUARDRAIL END TREATMENT, OS | | |
0050 601-99105 1542.000 LFT | 15.85000 24440.70| 15.85000 24440.70| 15.85000 24440.70
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0051 604-07901 51.000 SYS | 60.00000 3060.00| 90.00000 4590.00| 125.00000 6375.00
CURB RAMP, CONCRETE, G | | |
0052 605-06120 2809.000 LFT | 11.00000 30899.00| 9.00000 25281.00| 8.70000 24438.30
CURB, CONCRETE | | |
0053 605-06140 3572.000 LFT | 11.00000 39292.00| 10.00000 35720.00| 12.00000 42864.00
CURB AND GUTTER, CONCRETE | | |
0054 609-06259 226.000 SYS | 60.00000 13560.00| 79.17000 17892.42| 94.00000 21244.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0055 610-07487 260.000 TON | 100.00000 26000.00| 105.00000 27300.00| 79.00000 20540.00
HMA FOR APPROACHES, TYPE B | | |
0056 610-07488 746.000 TON | 40.00000 29840.00| 75.00000 55950.00| 50.00000 37300.00
HMA FOR APPROACHES, TYPE C | | |
0057 610-08446 178.000 SYS | 40.00000 7120.00| 38.00000 6764.00| 62.00000 11036.00
PCCP FOR APPROACHES, 6 IN. | | |
0058 610-09108 265.000 SYS | 43.00000 11395.00| 46.00000 12190.00| 54.00000 14310.00
PCCP FOR APPROACHES, 9 IN. | | |
0059 611-06497 5.000 EACH | 170.00000 850.00| 170.00000 850.00| 170.00000 850.00
MAILBOX ASSEMBLY, SINGLE | | |
0060 611-06498 1.000 EACH | 325.00000 325.00| 325.00000 325.00| 325.00000 325.00
MAILBOX ASSEMBLY, DOUBLE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 290 -5
TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : R -31627-A COUNTIES : HAMILTON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 35-1151771
|E & B PAVING INC |RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0061 615-06490 51.000 EACH | 123.00000 6273.00| 123.00000 6273.00| 123.00000 6273.00
RIGHT OF WAY MARKER | | |
0062 615-06505 6.000 EACH | 700.00000 4200.00| 700.00000 4200.00| 700.00000 4200.00
MONUMENT, B | | |
0063 615-06527 1.000 EACH | 540.00000 540.00| 540.00000 540.00| 540.00000 540.00
MONUMENT, SECTION CORNER | | |
0064 615-06530 1.000 EACH | 928.00000 928.00| 928.00000 928.00| 928.00000 928.00
BENCH MARK POST | | |
0065 616-02320 3120.000 SYS | 2.86220 8930.06| 2.00000 6240.00| 2.00000 6240.00
GEOTEXTILES | | |
0066 616-05689 1405.000 TON | 28.00000 39340.00| 35.00000 49175.00| 39.00000 54795.00
RIPRAP, CLASS 2 | | |
0067 616-06451 1170.000 TON | 29.00000 33930.00| 34.00000 39780.00| 28.00000 32760.00
RIPRAP, UNIFORM | | |
0068 621-01004 2.000 EACH | 525.00000 1050.00| 525.00000 1050.00| 525.00000 1050.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0069 621-06545 1.000 TON | 984.00000 984.00| 984.00000 984.00| 984.00000 984.00
FERTILIZER | | |
0070 621-06554 475.000 LBS | 2.07000 983.25| 2.07000 983.25| 2.07000 983.25
SEED MIXTURE, U | | |
0071 621-06565 6.000 TON | 350.00000 2100.00| 350.00000 2100.00| 350.00000 2100.00
MULCHING MATERIAL | | |
0072 621-06567 74.000 kGAL | 1.00000 74.00| 1.00000 74.00| 1.00000 74.00
WATER | | |
0073 621-06574 2707.000 SYS | 2.99000 8093.93| 2.49000 6740.43| 2.49000 6740.43
SODDING | | |
0074 621-06575 15723.000 SYS | 2.99000 47011.77| 2.49000 39150.27| 2.49000 39150.27
SODDING, NURSERY | | |
0075 628-09402 24.000 MOS | 1800.00000 43200.00| 2300.00000 55200.00| 1500.00000 36000.00
FIELD OFFICE, B | | |
0076 628-09407 24.000 MOS | 212.00000 5088.00| 200.00000 4800.00| 150.00000 3600.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , ONE EACH | | |
0077 701-09739 26.000 EACH | 120.00000 3120.00| 94.07000 2445.82| 95.00000 2470.00
PILE SHOE, HP 12 X 53 | | |
0078 701-09779 210.000 LFT | 60.00000 12600.00| 78.81000 16550.10| 20.00000 4200.00
PREBORED HOLE, 15 IN. | | |
0079 701-51195 655.000 LFT | 55.00000 36025.00| 42.05000 27542.75| 40.00000 26200.00
PILE, STEEL H, HP 12" X 53 | | |
0080 702-51005 84.900 CYS | 525.00000 44572.50| 264.09000 22421.24| 450.00000 38205.00
CONCRETE, A, SUBSTRUCTURE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 290 -6
TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : R -31627-A COUNTIES : HAMILTON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 35-1151771
|E & B PAVING INC |RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0081 702-51015 10.500 CYS | 500.00000 5250.00| 500.59000 5256.20| 600.00000 6300.00
CONCRETE, B, FOOTINGS | | |
0082 703-51030 25124.000 LBS | 1.10000 27636.40| 0.74000 18591.76| 0.78000 19596.72
REINFORCING STEEL | | |
0083 703-51032 37938.000 LBS | 1.15000 43628.70| 0.83000 31488.54| 0.86000 32626.68
REINFORCING STEEL, EPOXY COATED | | |
0084 704-09031 580.000 SYS | 90.00000 52200.00| 107.99000 62634.20| 80.00000 46400.00
ARTICULATING CONCRETE MATTRESS | | |
0085 704-51002 143.100 CYS | 550.00000 78705.00| 656.72000 93976.63| 900.00000 128790.00
CONCRETE, C, SUPERSTRUCTURE | | |
0086 706-05733 4.000 EACH | 1300.00000 5200.00| 2034.00000 8136.00| 1550.00000 6200.00
CONCRETE BRIDGE RAILING TRANSITION, WBC | | |
0087 706-51025 121.500 LFT | 50.00000 6075.00| 58.76000 7139.34| 66.00000 8019.00
CONCRETE, C, RAILING | | |
0088 709-51821 LUMP | 10205.00000 10205.00| 2900.00000 2900.00| 3000.00000 3000.00
SURFACE SEAL | | |
0089 714-08514 690.000 SFT | 75.00000 51750.00| 30.00000 20700.00| 40.00000 27600.00
WINGWALL | | |
0090 715-05048 9397.000 LFT | 5.00000 46985.00| 2.48000 23304.56| 2.45000 23022.65
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0091 715-05053 342.000 LFT | 12.00000 4104.00| 17.15000 5865.30| 17.15000 5865.30
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0092 715-05123 59.000 LFT | 60.00000 3540.00| 52.00000 3068.00| 50.00000 2950.00
PIPE, TYPE 1, CIRCULAR, 24 IN. | | |
0093 715-05136 78.000 LFT | 235.00000 18330.00| 200.00000 15600.00| 160.00000 12480.00
PIPE, TYPE 1, CIRCULAR, 72 IN. | | |
0094 715-05149 670.000 LFT | 30.00000 20100.00| 29.00000 19430.00| 27.00000 18090.00
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0095 715-05151 748.000 LFT | 33.00000 24684.00| 32.00000 23936.00| 25.00000 18700.00
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0096 715-05152 606.000 LFT | 36.00000 21816.00| 34.00000 20604.00| 24.00000 14544.00
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0097 715-05154 702.000 LFT | 48.00000 33696.00| 50.00000 35100.00| 37.00000 25974.00
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0098 715-05169 106.000 LFT | 33.00000 3498.00| 32.00000 3392.00| 33.00000 3498.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0099 715-05171 40.000 LFT | 46.00000 1840.00| 34.00000 1360.00| 40.00000 1600.00
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0100 715-06357 2.000 EACH | 1600.00000 3200.00| 1825.00000 3650.00| 2000.00000 4000.00
CONCRETE ANCHOR, 72 IN. | | |
0101 715-46005 10.000 EACH | 600.00000 6000.00| 375.00000 3750.00| 400.00000 4000.00
PIPE END SECTION, 15 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 290 -7
TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : R -31627-A COUNTIES : HAMILTON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 35-1151771
|E & B PAVING INC |RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0102 715-46010 3.000 EACH | 625.00000 1875.00| 400.00000 1200.00| 450.00000 1350.00
PIPE END SECTION, 18 IN. | | |
0103 715-46020 3.000 EACH | 1000.00000 3000.00| 600.00000 1800.00| 500.00000 1500.00
PIPE END SECTION, 24 IN. | | |
0104 718-06529 12.000 EACH | 490.00000 5880.00| 525.00000 6300.00| 525.00000 6300.00
OUTLET PROTECTOR, 2 | | |
0105 718-06532 3000.000 LFT | 0.90000 2700.00| 0.90000 2700.00| 0.90000 2700.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0106 718-52610 846.000 CYS | 31.00000 26226.00| 37.10000 31386.60| 37.10000 31386.60
AGGREGATE FOR UNDERDRAINS | | |
0107 718-99153 7199.000 SYS | 1.00000 7199.00| 1.45000 10438.55| 1.45000 10438.55
GEOTEXTILES FOR UNDERDRAIN | | |
0108 720-45030 6.000 EACH | 1400.00000 8400.00| 1260.00000 7560.00| 1260.00000 7560.00
INLET, E7 | | |
0109 720-45035 1.000 EACH | 1400.00000 1400.00| 1290.00000 1290.00| 1260.00000 1260.00
INLET, F7 | | |
0110 720-45410 7.000 EACH | 1900.00000 13300.00| 2150.00000 15050.00| 2100.00000 14700.00
MANHOLE, C4 | | |
0111 720-45431 1.000 EACH | 4700.00000 4700.00| 3300.00000 3300.00| 4300.00000 4300.00
MANHOLE, J | | |
0112 720-98174 7.000 EACH | 2000.00000 14000.00| 2250.00000 15750.00| 2000.00000 14000.00
INLET, B15 | | |
0113 720-98555 10.000 EACH | 2100.00000 21000.00| 2400.00000 24000.00| 2100.00000 21000.00
INLET, C15 | | |
0114 723-07105 300.000 LFT | 1250.00000 375000.00| 1320.00000 396000.00| 1470.00000 441000.00
STRUCTURE, PRECAST THREE-SIDED, 240 IN. | | |
X 120 IN. | | |
0115 801-06775 LUMP | 43233.00000 43233.00| 25000.00000 25000.00| 100000.00000 100000.00
MAINTAINING TRAFFIC | | |
0116 802-04893 2.000 EACH | 120.00000 240.00| 39.00000 78.00| 125.00000 250.00
REFERENCE POST | | |
0117 802-05701 187.000 LFT | 10.00000 1870.00| 15.00000 2805.00| 11.00000 2057.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0118 802-09838 34.000 SFT | 20.00000 680.00| 16.50000 561.00| 11.00000 374.00
SIGN, SHEET, WITH LEGEND 0.080 IN. | | |
THICKNESS | | |
0119 802-09840 141.000 SFT | 17.50000 2467.50| 17.50000 2467.50| 12.50000 1762.50
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0120 805-01815 4.000 EACH | 1750.00000 7000.00| 2368.00000 9472.00| 1800.00000 7200.00
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |
FT. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 290 -8
TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : R -31627-A COUNTIES : HAMILTON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 35-1151771
|E & B PAVING INC |RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0121 805-01842 16.000 EACH | 900.00000 14400.00| 835.00000 13360.00| 700.00000 11200.00
HANDHOLE, SIGNAL | | |
0122 805-01844 2467.000 LFT | 12.75000 31454.25| 9.00000 22203.00| 9.00000 22203.00
CONDUIT, STEEL, GALVANIZED, 2 IN., | | |
UNDERGROUND | | |
0123 805-01879 1.000 EACH | 500.00000 500.00| 879.00000 879.00| 600.00000 600.00
SIGNAL SERVICE, INSTALL | | |
0124 805-07767 963.000 LFT | 2.50000 2407.50| 2.10000 2022.30| 2.75000 2648.25
SIGNAL CABLE, 12C 14GA | | |
0125 805-78100 1.000 EACH | 8000.00000 8000.00| 11193.00000 11193.00| 8000.00000 8000.00
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE | | |
0126 805-78205 2.000 EACH | 670.00000 1340.00| 535.00000 1070.00| 585.00000 1170.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0127 805-78215 1.000 EACH | 550.00000 550.00| 524.00000 524.00| 500.00000 500.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER ARROW, GREEN ARROW | | |
0128 805-78230 5.000 EACH | 1000.00000 5000.00| 816.00000 4080.00| 957.00000 4785.00
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0129 805-78415 4.000 EACH | 1520.00000 6080.00| 1787.00000 7148.00| 1500.00000 6000.00
SPAN, CATENARY, AND TETHER | | |
0130 805-78420 4.000 EACH | 225.00000 900.00| 221.00000 884.00| 225.00000 900.00
DISCONNECT HANGER | | |
0131 805-78467 52.000 LFT | 2.50000 130.00| 2.20000 114.40| 2.75000 143.00
SIGNAL CABLE, 3C 8GA. | | |
0132 805-78485 108.000 LFT | 1.75000 189.00| 1.20000 129.60| 1.65000 178.20
SIGNAL CABLE, 5C 14GA. | | |
0133 805-78490 111.000 LFT | 2.00000 222.00| 1.40000 155.40| 1.75000 194.25
SIGNAL CABLE, 7C 14GA. | | |
0134 805-78510 7218.000 LFT | 0.95000 6857.10| 0.85000 6135.30| 0.85000 6135.30
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0135 805-78746 1551.000 LFT | 7.00000 10857.00| 4.10000 6359.10| 7.50000 11632.50
PREFORMED LOOP DETECTORS | | |
0136 805-78925 1.000 EACH | 675.00000 675.00| 874.00000 874.00| 575.00000 575.00
CONTROLLER CABINET FOUNDATION, P1 | | |
0137 805-81060 4.000 EACH | 4700.00000 18800.00| 4485.00000 17940.00| 4250.00000 17000.00
SIGNAL STRAIN POLE, STEEL, 36 FT. | | |
0138 805-92504 11.000 EACH | 275.00000 3025.00| 237.00000 2607.00| 250.00000 2750.00
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0139 808-06703 15433.000 LFT | 0.28000 4321.24| 0.38000 5864.54| 0.32000 4938.56
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 290 -9
TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : R -31627-A COUNTIES : HAMILTON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 35-1151771
|E & B PAVING INC |RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0140 808-75240 522.000 LFT | 0.28000 146.16| 0.38000 198.36| 0.45000 234.90
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0141 808-75245 6770.000 LFT | 0.28000 1895.60| 0.38000 2572.60| 0.32000 2166.40
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0142 808-75297 239.000 LFT | 4.00000 956.00| 3.88000 927.32| 3.65000 872.35
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0143 808-75300 305.000 LFT | 1.50000 457.50| 1.38000 420.90| 0.92000 280.60
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0144 808-75320 27.000 EACH | 60.00000 1620.00| 68.00000 1836.00| 55.00000 1485.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0145 808-75325 26.000 EACH | 80.00000 2080.00| 78.00000 2028.00| 75.00000 1950.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0146 808-75998 157.000 EACH | 17.81000 2796.17| 17.81000 2796.17| 25.00000 3925.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0147 601-01522 1.000 EACH | 2032.00000 2032.00| 2032.00000 2032.00| 2032.00000 2032.00
GUARDRAIL TRANSITION TYPE TGB | | |
SECTION TOTALS | $ 4,081,610.32| $ 4,117,500.00| $ 4,217,079.26
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 4,081,610.32| $ 4,117,500.00| $ 4,217,079.26
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 290 -10
TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : R -31627-A COUNTIES : HAMILTON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1875662 |( 5 ) 35-1698047 |( 6 ) 90-0177865
|CRIDER & CRIDER INC |GRADEX INC |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 TRAFFIC SIGNAL MODERNIZATION
| | |
0001 105-06845 LUMP | 75000.00000 75000.00| 40000.00000 40000.00| 30400.00000 30400.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 3.000 EACH | 250.00000 750.00| 150.00000 450.00| 175.00000 525.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 72.000 MOS | 50.00000 3600.00| 100.00000 7200.00| 90.00000 6480.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0011 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0012 110-01001 LUMP | 215000.00000 215000.00| 217000.00000 217000.00| 197203.44000 197203.44
MOBILIZATION AND DEMOBILIZATION | | |
0013 201-52370 LUMP | 100000.00000 100000.00| 45000.00000 45000.00| 82480.91000 82480.91
CLEARING RIGHT OF WAY | | |
0014 202-01300 1.000 EACH | 1500.00000 1500.00| 1560.00000 1560.00| 1550.00000 1550.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0015 202-02271 8.000 EACH | 115.00000 920.00| 575.00000 4600.00| 252.00000 2016.00
HEADWALL, REMOVE | | |
0016 202-51330 LUMP | 56000.00000 56000.00| 63500.00000 63500.00| 11700.00000 11700.00
PRESENT STRUCTURE, REMOVE | | |
0017 202-74045 20.000 EACH | 65.00000 1300.00| 67.00000 1340.00| 67.00000 1340.00
SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | |
0018 202-86946 11.000 EACH | 256.00000 2816.00| 290.00000 3190.00| 288.00000 3168.00
HANDHOLE, REMOVE | | |
0019 202-90277 4.000 EACH | 225.00000 900.00| 235.00000 940.00| 232.00000 928.00
DETECTOR HOUSING, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 290 -11
TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : R -31627-A COUNTIES : HAMILTON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1875662 |( 5 ) 35-1698047 |( 6 ) 90-0177865
|CRIDER & CRIDER INC |GRADEX INC |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 202-93995 4.000 EACH | 575.00000 2300.00| 575.00000 2300.00| 593.00000 2372.00
SIGNAL POLE FOUNDATION, REMOVE | | |
0021 202-96133 749.000 LFT | 10.00000 7490.00| 18.00000 13482.00| 16.00000 11984.00
PIPE, REMOVE | | |
0022 203-02000 30899.000 CYS | 18.00000 556182.00| 10.75000 332164.25| 10.60000 327529.40
EXCAVATION, COMMON | | |
0023 203-02070 14941.000 CYS | 0.25000 3735.25| 2.50000 37352.50| 14.30000 213656.30
BORROW | | |
0024 203-51223 2742.000 CYS | 18.00000 49356.00| 9.50000 26049.00| 9.30000 25500.60
EXCAVATION, WATERWAY | | |
0025 205-03371 50.000 CYS | 16.50000 825.00| 45.00000 2250.00| 23.00000 1150.00
SEDIMENT, REMOVE | | |
0026 205-06931 224.000 TON | 27.50000 6160.00| 27.00000 6048.00| 35.00000 7840.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0027 205-06933 8.000 EACH | 85.00000 680.00| 88.00000 704.00| 88.00000 704.00
TEMPORARY DITCH INLET PROTECTION | | |
0028 205-06937 2350.000 LFT | 1.18000 2773.00| 1.22000 2867.00| 1.20000 2820.00
TEMPORARY SILT FENCE | | |
0029 207-08263 39596.000 SYS | 4.25000 168283.00| 4.75000 188081.00| 4.60000 182141.60
SUBGRADE TREATMENT, TYPE IA | | |
0030 207-08266 2588.000 SYS | 0.63000 1630.44| 5.00000 12940.00| 8.20000 21221.60
SUBGRADE TREATMENT, TYPE III | | |
0031 207-08267 1388.000 SYS | 6.63000 9202.44| 7.00000 9716.00| 7.90000 10965.20
SUBGRADE TREATMENT, TYPE IIIA | | |
0032 211-09264 1539.000 CYS | 17.28000 26593.92| 20.00000 30780.00| 18.00000 27702.00
STRUCTURE BACKFILL, TYPE 1 | | |
0033 211-09265 3776.000 CYS | 19.80000 74764.80| 33.00000 124608.00| 30.00000 113280.00
STRUCTURE BACKFILL, TYPE 2 | | |
0034 211-09267 6.000 CYS | 100.00000 600.00| 160.00000 960.00| 82.00000 492.00
STRUCTURE BACKFILL, TYPE 4 | | |
0035 301-07448 3427.000 TON | 16.00000 54832.00| 19.00000 65113.00| 17.00000 58259.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0036 302-07455 38.000 CYS | 50.00000 1900.00| 67.00000 2546.00| 90.00000 3420.00
DENSE GRADED SUBBASE | | |
0037 306-08043 720.000 SYS | 1.50000 1080.00| 5.00000 3600.00| 1.60000 1152.00
MILLING, TRANSITION | | |
0038 401-06264 LUMP | 5000.00000 5000.00| 3800.00000 3800.00| 3800.00000 3800.00
PROFILOGRAPH, HMA | | |
0039 401-07334 3003.000 TON | 72.00000 216216.00| 70.00000 210210.00| 70.00000 210210.00
QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | |
0040 401-07403 4518.000 TON | 55.00000 248490.00| 58.00000 262044.00| 58.00000 262044.00
QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 290 -12
TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : R -31627-A COUNTIES : HAMILTON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1875662 |( 5 ) 35-1698047 |( 6 ) 90-0177865
|CRIDER & CRIDER INC |GRADEX INC |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 401-07408 699.000 TON | 52.00000 36348.00| 54.00000 37746.00| 53.00000 37047.00
QC/QA-HMA, 3, 64, BASE, 25.0 mm | | |
0042 401-07424 10526.000 TON | 45.50000 478933.00| 48.50000 510511.00| 48.50000 510511.00
QC/QA-HMA, 3, 64, BASE, 19.0 mm | | |
0043 401-07429 5219.000 TON | 49.50000 258340.50| 50.00000 260950.00| 49.50000 258340.50
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0044 402-07432 214.000 TON | 88.00000 18832.00| 71.50000 15301.00| 71.00000 15194.00
HMA SURFACE, TYPE A | | |
0045 402-07435 356.000 TON | 66.00000 23496.00| 56.00000 19936.00| 55.00000 19580.00
HMA INTERMEDIATE, TYPE A | | |
0046 406-05520 34.000 TON | 300.00000 10200.00| 450.00000 15300.00| 445.00000 15130.00
ASPHALT FOR TACK COAT | | |
0047 601-01128 4.000 EACH | 1165.00000 4660.00| 1200.00000 4800.00| 1200.00000 4800.00
GUARDRAIL TRANSITION TYPE WGB | | |
0048 601-01839 1.000 EACH | 1687.00000 1687.00| 1750.00000 1750.00| 1740.00000 1740.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 6 | | |
0049 601-94689 8.000 EACH | 2305.00000 18440.00| 2400.00000 19200.00| 2380.00000 19040.00
GUARDRAIL END TREATMENT, OS | | |
0050 601-99105 1542.000 LFT | 15.85000 24440.70| 16.45000 25365.90| 16.30000 25134.60
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0051 604-07901 51.000 SYS | 119.00000 6069.00| 62.00000 3162.00| 62.00000 3162.00
CURB RAMP, CONCRETE, G | | |
0052 605-06120 2809.000 LFT | 7.95000 22331.55| 11.40000 32022.60| 11.40000 32022.60
CURB, CONCRETE | | |
0053 605-06140 3572.000 LFT | 11.50000 41078.00| 11.40000 40720.80| 11.40000 40720.80
CURB AND GUTTER, CONCRETE | | |
0054 609-06259 226.000 SYS | 85.00000 19210.00| 82.00000 18532.00| 82.00000 18532.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0055 610-07487 260.000 TON | 100.00000 26000.00| 105.00000 27300.00| 103.00000 26780.00
HMA FOR APPROACHES, TYPE B | | |
0056 610-07488 746.000 TON | 66.89000 49899.94| 41.60000 31033.60| 42.00000 31332.00
HMA FOR APPROACHES, TYPE C | | |
0057 610-08446 178.000 SYS | 45.40000 8081.20| 41.60000 7404.80| 42.00000 7476.00
PCCP FOR APPROACHES, 6 IN. | | |
0058 610-09108 265.000 SYS | 49.40000 13091.00| 44.70000 11845.50| 44.00000 11660.00
PCCP FOR APPROACHES, 9 IN. | | |
0059 611-06497 5.000 EACH | 170.00000 850.00| 175.00000 875.00| 175.00000 875.00
MAILBOX ASSEMBLY, SINGLE | | |
0060 611-06498 1.000 EACH | 325.00000 325.00| 335.00000 335.00| 335.00000 335.00
MAILBOX ASSEMBLY, DOUBLE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 290 -13
TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : R -31627-A COUNTIES : HAMILTON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1875662 |( 5 ) 35-1698047 |( 6 ) 90-0177865
|CRIDER & CRIDER INC |GRADEX INC |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0061 615-06490 51.000 EACH | 123.00000 6273.00| 125.00000 6375.00| 127.00000 6477.00
RIGHT OF WAY MARKER | | |
0062 615-06505 6.000 EACH | 700.00000 4200.00| 725.00000 4350.00| 720.00000 4320.00
MONUMENT, B | | |
0063 615-06527 1.000 EACH | 540.00000 540.00| 560.00000 560.00| 560.00000 560.00
MONUMENT, SECTION CORNER | | |
0064 615-06530 1.000 EACH | 928.00000 928.00| 965.00000 965.00| 950.00000 950.00
BENCH MARK POST | | |
0065 616-02320 3120.000 SYS | 0.90000 2808.00| 1.20000 3744.00| 2.00000 6240.00
GEOTEXTILES | | |
0066 616-05689 1405.000 TON | 41.00000 57605.00| 40.00000 56200.00| 33.00000 46365.00
RIPRAP, CLASS 2 | | |
0067 616-06451 1170.000 TON | 28.00000 32760.00| 29.00000 33930.00| 23.00000 26910.00
RIPRAP, UNIFORM | | |
0068 621-01004 2.000 EACH | 525.00000 1050.00| 540.00000 1080.00| 540.00000 1080.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0069 621-06545 1.000 TON | 984.00000 984.00| 1025.00000 1025.00| 1015.00000 1015.00
FERTILIZER | | |
0070 621-06554 475.000 LBS | 2.07000 983.25| 2.15000 1021.25| 2.10000 997.50
SEED MIXTURE, U | | |
0071 621-06565 6.000 TON | 350.00000 2100.00| 364.00000 2184.00| 360.00000 2160.00
MULCHING MATERIAL | | |
0072 621-06567 74.000 kGAL | 1.00000 74.00| 1.04000 76.96| 1.05000 77.70
WATER | | |
0073 621-06574 2707.000 SYS | 2.49000 6740.43| 3.09000 8364.63| 2.60000 7038.20
SODDING | | |
0074 621-06575 15723.000 SYS | 2.49000 39150.27| 3.09000 48584.07| 2.60000 40879.80
SODDING, NURSERY | | |
0075 628-09402 24.000 MOS | 1900.00000 45600.00| 2000.00000 48000.00| 2020.00000 48480.00
FIELD OFFICE, B | | |
0076 628-09407 24.000 MOS | 200.00000 4800.00| 250.00000 6000.00| 226.00000 5424.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , ONE EACH | | |
0077 701-09739 26.000 EACH | 110.00000 2860.00| 98.00000 2548.00| 90.00000 2340.00
PILE SHOE, HP 12 X 53 | | |
0078 701-09779 210.000 LFT | 75.00000 15750.00| 82.00000 17220.00| 61.00000 12810.00
PREBORED HOLE, 15 IN. | | |
0079 701-51195 655.000 LFT | 65.00000 42575.00| 43.50000 28492.50| 52.00000 34060.00
PILE, STEEL H, HP 12" X 53 | | |
0080 702-51005 84.900 CYS | 600.00000 50940.00| 275.00000 23347.50| 465.00000 39478.50
CONCRETE, A, SUBSTRUCTURE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 290 -14
TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : R -31627-A COUNTIES : HAMILTON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1875662 |( 5 ) 35-1698047 |( 6 ) 90-0177865
|CRIDER & CRIDER INC |GRADEX INC |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0081 702-51015 10.500 CYS | 200.00000 2100.00| 520.00000 5460.00| 516.00000 5418.00
CONCRETE, B, FOOTINGS | | |
0082 703-51030 25124.000 LBS | 0.85000 21355.40| 0.77000 19345.48| 0.75000 18843.00
REINFORCING STEEL | | |
0083 703-51032 37938.000 LBS | 0.95000 36041.10| 0.85000 32247.30| 0.85000 32247.30
REINFORCING STEEL, EPOXY COATED | | |
0084 704-09031 580.000 SYS | 85.00000 49300.00| 112.00000 64960.00| 90.00000 52200.00
ARTICULATING CONCRETE MATTRESS | | |
0085 704-51002 143.100 CYS | 950.00000 135945.00| 682.00000 97594.20| 1078.00000 154261.80
CONCRETE, C, SUPERSTRUCTURE | | |
0086 706-05733 4.000 EACH | 1300.00000 5200.00| 2115.00000 8460.00| 1860.00000 7440.00
CONCRETE BRIDGE RAILING TRANSITION, WBC | | |
0087 706-51025 121.500 LFT | 98.00000 11907.00| 61.00000 7411.50| 54.00000 6561.00
CONCRETE, C, RAILING | | |
0088 709-51821 LUMP | 3000.00000 3000.00| 5000.00000 5000.00| 3000.00000 3000.00
SURFACE SEAL | | |
0089 714-08514 690.000 SFT | 79.00000 54510.00| 70.00000 48300.00| 65.00000 44850.00
WINGWALL | | |
0090 715-05048 9397.000 LFT | 2.62000 24620.14| 5.00000 46985.00| 2.50000 23492.50
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0091 715-05053 342.000 LFT | 12.10000 4138.20| 12.00000 4104.00| 18.00000 6156.00
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0092 715-05123 59.000 LFT | 31.00000 1829.00| 60.00000 3540.00| 79.00000 4661.00
PIPE, TYPE 1, CIRCULAR, 24 IN. | | |
0093 715-05136 78.000 LFT | 156.00000 12168.00| 235.00000 18330.00| 191.00000 14898.00
PIPE, TYPE 1, CIRCULAR, 72 IN. | | |
0094 715-05149 670.000 LFT | 19.00000 12730.00| 30.00000 20100.00| 24.00000 16080.00
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0095 715-05151 748.000 LFT | 20.00000 14960.00| 33.00000 24684.00| 28.00000 20944.00
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0096 715-05152 606.000 LFT | 24.00000 14544.00| 36.00000 21816.00| 30.00000 18180.00
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0097 715-05154 702.000 LFT | 31.00000 21762.00| 48.00000 33696.00| 44.00000 30888.00
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0098 715-05169 106.000 LFT | 23.00000 2438.00| 33.00000 3498.00| 24.00000 2544.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0099 715-05171 40.000 LFT | 24.00000 960.00| 46.00000 1840.00| 31.00000 1240.00
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0100 715-06357 2.000 EACH | 1300.00000 2600.00| 1600.00000 3200.00| 2500.00000 5000.00
CONCRETE ANCHOR, 72 IN. | | |
0101 715-46005 10.000 EACH | 320.00000 3200.00| 600.00000 6000.00| 420.00000 4200.00
PIPE END SECTION, 15 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 290 -15
TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : R -31627-A COUNTIES : HAMILTON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1875662 |( 5 ) 35-1698047 |( 6 ) 90-0177865
|CRIDER & CRIDER INC |GRADEX INC |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0102 715-46010 3.000 EACH | 391.00000 1173.00| 625.00000 1875.00| 440.00000 1320.00
PIPE END SECTION, 18 IN. | | |
0103 715-46020 3.000 EACH | 441.00000 1323.00| 1000.00000 3000.00| 740.00000 2220.00
PIPE END SECTION, 24 IN. | | |
0104 718-06529 12.000 EACH | 450.00000 5400.00| 490.00000 5880.00| 540.00000 6480.00
OUTLET PROTECTOR, 2 | | |
0105 718-06532 3000.000 LFT | 0.90000 2700.00| 1.50000 4500.00| 1.20000 3600.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0106 718-52610 846.000 CYS | 25.00000 21150.00| 31.00000 26226.00| 38.00000 32148.00
AGGREGATE FOR UNDERDRAINS | | |
0107 718-99153 7199.000 SYS | 0.67000 4823.33| 1.00000 7199.00| 1.60000 11518.40
GEOTEXTILES FOR UNDERDRAIN | | |
0108 720-45030 6.000 EACH | 1054.00000 6324.00| 1400.00000 8400.00| 960.00000 5760.00
INLET, E7 | | |
0109 720-45035 1.000 EACH | 1054.00000 1054.00| 1400.00000 1400.00| 960.00000 960.00
INLET, F7 | | |
0110 720-45410 7.000 EACH | 1802.00000 12614.00| 1900.00000 13300.00| 1930.00000 13510.00
MANHOLE, C4 | | |
0111 720-45431 1.000 EACH | 2642.00000 2642.00| 4700.00000 4700.00| 2600.00000 2600.00
MANHOLE, J | | |
0112 720-98174 7.000 EACH | 1623.00000 11361.00| 2000.00000 14000.00| 1590.00000 11130.00
INLET, B15 | | |
0113 720-98555 10.000 EACH | 1733.00000 17330.00| 2100.00000 21000.00| 1700.00000 17000.00
INLET, C15 | | |
0114 723-07105 300.000 LFT | 1200.00000 360000.00| 1470.00000 441000.00| 1480.00000 444000.00
STRUCTURE, PRECAST THREE-SIDED, 240 IN. | | |
X 120 IN. | | |
0115 801-06775 LUMP | 30000.00000 30000.00| 90000.00000 90000.00| 47800.00000 47800.00
MAINTAINING TRAFFIC | | |
0116 802-04893 2.000 EACH | 125.00000 250.00| 130.00000 260.00| 130.00000 260.00
REFERENCE POST | | |
0117 802-05701 187.000 LFT | 11.00000 2057.00| 11.40000 2131.80| 11.25000 2103.75
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0118 802-09838 34.000 SFT | 11.00000 374.00| 11.40000 387.60| 11.25000 382.50
SIGN, SHEET, WITH LEGEND 0.080 IN. | | |
THICKNESS | | |
0119 802-09840 141.000 SFT | 12.50000 1762.50| 13.00000 1833.00| 12.75000 1797.75
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0120 805-01815 4.000 EACH | 1800.00000 7200.00| 1875.00000 7500.00| 1860.00000 7440.00
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |
FT. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 290 -16
TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : R -31627-A COUNTIES : HAMILTON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1875662 |( 5 ) 35-1698047 |( 6 ) 90-0177865
|CRIDER & CRIDER INC |GRADEX INC |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0121 805-01842 16.000 EACH | 700.00000 11200.00| 725.00000 11600.00| 720.00000 11520.00
HANDHOLE, SIGNAL | | |
0122 805-01844 2467.000 LFT | 9.00000 22203.00| 9.35000 23066.45| 9.25000 22819.75
CONDUIT, STEEL, GALVANIZED, 2 IN., | | |
UNDERGROUND | | |
0123 805-01879 1.000 EACH | 600.00000 600.00| 625.00000 625.00| 620.00000 620.00
SIGNAL SERVICE, INSTALL | | |
0124 805-07767 963.000 LFT | 2.75000 2648.25| 2.85000 2744.55| 2.80000 2696.40
SIGNAL CABLE, 12C 14GA | | |
0125 805-78100 1.000 EACH | 8000.00000 8000.00| 8320.00000 8320.00| 8250.00000 8250.00
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE | | |
0126 805-78205 2.000 EACH | 585.00000 1170.00| 610.00000 1220.00| 600.00000 1200.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0127 805-78215 1.000 EACH | 500.00000 500.00| 520.00000 520.00| 520.00000 520.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER ARROW, GREEN ARROW | | |
0128 805-78230 5.000 EACH | 975.00000 4875.00| 1015.00000 5075.00| 1000.00000 5000.00
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0129 805-78415 4.000 EACH | 1500.00000 6000.00| 1560.00000 6240.00| 1550.00000 6200.00
SPAN, CATENARY, AND TETHER | | |
0130 805-78420 4.000 EACH | 225.00000 900.00| 235.00000 940.00| 230.00000 920.00
DISCONNECT HANGER | | |
0131 805-78467 52.000 LFT | 2.75000 143.00| 2.85000 148.20| 2.80000 145.60
SIGNAL CABLE, 3C 8GA. | | |
0132 805-78485 108.000 LFT | 1.65000 178.20| 1.72000 185.76| 1.80000 194.40
SIGNAL CABLE, 5C 14GA. | | |
0133 805-78490 111.000 LFT | 1.75000 194.25| 1.82000 202.02| 1.90000 210.90
SIGNAL CABLE, 7C 14GA. | | |
0134 805-78510 7218.000 LFT | 0.85000 6135.30| 0.88000 6351.84| 0.90000 6496.20
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0135 805-78746 1551.000 LFT | 7.50000 11632.50| 7.80000 12097.80| 7.75000 12020.25
PREFORMED LOOP DETECTORS | | |
0136 805-78925 1.000 EACH | 575.00000 575.00| 598.00000 598.00| 590.00000 590.00
CONTROLLER CABINET FOUNDATION, P1 | | |
0137 805-81060 4.000 EACH | 4250.00000 17000.00| 4420.00000 17680.00| 4380.00000 17520.00
SIGNAL STRAIN POLE, STEEL, 36 FT. | | |
0138 805-92504 11.000 EACH | 250.00000 2750.00| 260.00000 2860.00| 258.00000 2838.00
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0139 808-06703 15433.000 LFT | 0.37000 5710.21| 0.45000 6944.85| 0.35000 5401.55
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 290 -17
TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : R -31627-A COUNTIES : HAMILTON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1875662 |( 5 ) 35-1698047 |( 6 ) 90-0177865
|CRIDER & CRIDER INC |GRADEX INC |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0140 808-75240 522.000 LFT | 0.35000 182.70| 1.20000 626.40| 0.50000 261.00
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0141 808-75245 6770.000 LFT | 0.35000 2369.50| 0.45000 3046.50| 0.35000 2369.50
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0142 808-75297 239.000 LFT | 4.72000 1128.08| 3.75000 896.25| 3.80000 908.20
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0143 808-75300 305.000 LFT | 1.75000 533.75| 0.94000 286.70| 1.00000 305.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0144 808-75320 27.000 EACH | 65.00000 1755.00| 72.80000 1965.60| 56.00000 1512.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0145 808-75325 26.000 EACH | 85.00000 2210.00| 97.75000 2541.50| 77.00000 2002.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0146 808-75998 157.000 EACH | 17.81000 2796.17| 20.00000 3140.00| 18.00000 2826.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0147 601-01522 1.000 EACH | 2032.00000 2032.00| 2110.00000 2110.00| 2100.00000 2100.00
GUARDRAIL TRANSITION TYPE TGB | | |
SECTION TOTALS | $ 4,317,189.27| $ 4,353,758.16| $ 4,395,700.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 4,317,189.27| $ 4,353,758.16| $ 4,395,700.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 290 -18
TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : R -31627-A COUNTIES : HAMILTON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-1917625 |( ) |( )
|MILESTONE CONTRACTORS LP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 TRAFFIC SIGNAL MODERNIZATION
| | |
0001 105-06845 LUMP | 36000.00000 36000.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-08520 3.000 EACH | 400.00000 1200.00| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 72.000 MOS | 100.00000 7200.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-08463 1.000 DOL | 1.00000 1.00| |
PROJECT ESTIMATE ADJUSTMENT | | |
0011 109-09489 1.000 DOL | 1.00000 1.00| |
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0012 110-01001 LUMP | 241000.00000 241000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0013 201-52370 LUMP | 47000.00000 47000.00| |
CLEARING RIGHT OF WAY | | |
0014 202-01300 1.000 EACH | 2315.00000 2315.00| |
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0015 202-02271 8.000 EACH | 800.00000 6400.00| |
HEADWALL, REMOVE | | |
0016 202-51330 LUMP | 25000.00000 25000.00| |
PRESENT STRUCTURE, REMOVE | | |
0017 202-74045 20.000 EACH | 33.50000 670.00| |
SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | |
0018 202-86946 11.000 EACH | 280.00000 3080.00| |
HANDHOLE, REMOVE | | |
0019 202-90277 4.000 EACH | 420.00000 1680.00| |
DETECTOR HOUSING, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 290 -19
TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : R -31627-A COUNTIES : HAMILTON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-1917625 |( ) |( )
|MILESTONE CONTRACTORS LP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 202-93995 4.000 EACH | 150.00000 600.00| |
SIGNAL POLE FOUNDATION, REMOVE | | |
0021 202-96133 749.000 LFT | 20.00000 14980.00| |
PIPE, REMOVE | | |
0022 203-02000 30899.000 CYS | 10.00000 308990.00| |
EXCAVATION, COMMON | | |
0023 203-02070 14941.000 CYS | 12.00000 179292.00| |
BORROW | | |
0024 203-51223 2742.000 CYS | 10.00000 27420.00| |
EXCAVATION, WATERWAY | | |
0025 205-03371 50.000 CYS | 30.00000 1500.00| |
SEDIMENT, REMOVE | | |
0026 205-06931 224.000 TON | 100.00000 22400.00| |
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0027 205-06933 8.000 EACH | 85.00000 680.00| |
TEMPORARY DITCH INLET PROTECTION | | |
0028 205-06937 2350.000 LFT | 1.20000 2820.00| |
TEMPORARY SILT FENCE | | |
0029 207-08263 39596.000 SYS | 4.00000 158384.00| |
SUBGRADE TREATMENT, TYPE IA | | |
0030 207-08266 2588.000 SYS | 3.00000 7764.00| |
SUBGRADE TREATMENT, TYPE III | | |
0031 207-08267 1388.000 SYS | 14.00000 19432.00| |
SUBGRADE TREATMENT, TYPE IIIA | | |
0032 211-09264 1539.000 CYS | 28.00000 43092.00| |
STRUCTURE BACKFILL, TYPE 1 | | |
0033 211-09265 3776.000 CYS | 35.00000 132160.00| |
STRUCTURE BACKFILL, TYPE 2 | | |
0034 211-09267 6.000 CYS | 138.00000 828.00| |
STRUCTURE BACKFILL, TYPE 4 | | |
0035 301-07448 3427.000 TON | 30.00000 102810.00| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0036 302-07455 38.000 CYS | 88.00000 3344.00| |
DENSE GRADED SUBBASE | | |
0037 306-08043 720.000 SYS | 9.00000 6480.00| |
MILLING, TRANSITION | | |
0038 401-06264 LUMP | 2000.00000 2000.00| |
PROFILOGRAPH, HMA | | |
0039 401-07334 3003.000 TON | 80.00000 240240.00| |
QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | |
0040 401-07403 4518.000 TON | 65.00000 293670.00| |
QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 290 -20
TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : R -31627-A COUNTIES : HAMILTON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-1917625 |( ) |( )
|MILESTONE CONTRACTORS LP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 401-07408 699.000 TON | 60.00000 41940.00| |
QC/QA-HMA, 3, 64, BASE, 25.0 mm | | |
0042 401-07424 10526.000 TON | 60.00000 631560.00| |
QC/QA-HMA, 3, 64, BASE, 19.0 mm | | |
0043 401-07429 5219.000 TON | 62.00000 323578.00| |
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0044 402-07432 214.000 TON | 100.00000 21400.00| |
HMA SURFACE, TYPE A | | |
0045 402-07435 356.000 TON | 80.00000 28480.00| |
HMA INTERMEDIATE, TYPE A | | |
0046 406-05520 34.000 TON | 460.00000 15640.00| |
ASPHALT FOR TACK COAT | | |
0047 601-01128 4.000 EACH | 1165.00000 4660.00| |
GUARDRAIL TRANSITION TYPE WGB | | |
0048 601-01839 1.000 EACH | 1690.00000 1690.00| |
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 6 | | |
0049 601-94689 8.000 EACH | 2310.00000 18480.00| |
GUARDRAIL END TREATMENT, OS | | |
0050 601-99105 1542.000 LFT | 16.00000 24672.00| |
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0051 604-07901 51.000 SYS | 115.00000 5865.00| |
CURB RAMP, CONCRETE, G | | |
0052 605-06120 2809.000 LFT | 10.00000 28090.00| |
CURB, CONCRETE | | |
0053 605-06140 3572.000 LFT | 13.00000 46436.00| |
CURB AND GUTTER, CONCRETE | | |
0054 609-06259 226.000 SYS | 68.00000 15368.00| |
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0055 610-07487 260.000 TON | 140.00000 36400.00| |
HMA FOR APPROACHES, TYPE B | | |
0056 610-07488 746.000 TON | 100.00000 74600.00| |
HMA FOR APPROACHES, TYPE C | | |
0057 610-08446 178.000 SYS | 50.00000 8900.00| |
PCCP FOR APPROACHES, 6 IN. | | |
0058 610-09108 265.000 SYS | 50.00000 13250.00| |
PCCP FOR APPROACHES, 9 IN. | | |
0059 611-06497 5.000 EACH | 170.00000 850.00| |
MAILBOX ASSEMBLY, SINGLE | | |
0060 611-06498 1.000 EACH | 325.00000 325.00| |
MAILBOX ASSEMBLY, DOUBLE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 290 -21
TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : R -31627-A COUNTIES : HAMILTON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-1917625 |( ) |( )
|MILESTONE CONTRACTORS LP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0061 615-06490 51.000 EACH | 125.00000 6375.00| |
RIGHT OF WAY MARKER | | |
0062 615-06505 6.000 EACH | 700.00000 4200.00| |
MONUMENT, B | | |
0063 615-06527 1.000 EACH | 540.00000 540.00| |
MONUMENT, SECTION CORNER | | |
0064 615-06530 1.000 EACH | 930.00000 930.00| |
BENCH MARK POST | | |
0065 616-02320 3120.000 SYS | 3.00000 9360.00| |
GEOTEXTILES | | |
0066 616-05689 1405.000 TON | 60.00000 84300.00| |
RIPRAP, CLASS 2 | | |
0067 616-06451 1170.000 TON | 36.00000 42120.00| |
RIPRAP, UNIFORM | | |
0068 621-01004 2.000 EACH | 525.00000 1050.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0069 621-06545 1.000 TON | 985.00000 985.00| |
FERTILIZER | | |
0070 621-06554 475.000 LBS | 2.10000 997.50| |
SEED MIXTURE, U | | |
0071 621-06565 6.000 TON | 350.00000 2100.00| |
MULCHING MATERIAL | | |
0072 621-06567 74.000 kGAL | 1.00000 74.00| |
WATER | | |
0073 621-06574 2707.000 SYS | 3.50000 9474.50| |
SODDING | | |
0074 621-06575 15723.000 SYS | 3.50000 55030.50| |
SODDING, NURSERY | | |
0075 628-09402 24.000 MOS | 3000.00000 72000.00| |
FIELD OFFICE, B | | |
0076 628-09407 24.000 MOS | 150.00000 3600.00| |
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , ONE EACH | | |
0077 701-09739 26.000 EACH | 129.00000 3354.00| |
PILE SHOE, HP 12 X 53 | | |
0078 701-09779 210.000 LFT | 50.00000 10500.00| |
PREBORED HOLE, 15 IN. | | |
0079 701-51195 655.000 LFT | 54.00000 35370.00| |
PILE, STEEL H, HP 12" X 53 | | |
0080 702-51005 84.900 CYS | 422.00000 35827.80| |
CONCRETE, A, SUBSTRUCTURE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 290 -22
TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : R -31627-A COUNTIES : HAMILTON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-1917625 |( ) |( )
|MILESTONE CONTRACTORS LP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0081 702-51015 10.500 CYS | 1695.00000 17797.50| |
CONCRETE, B, FOOTINGS | | |
0082 703-51030 25124.000 LBS | 0.75000 18843.00| |
REINFORCING STEEL | | |
0083 703-51032 37938.000 LBS | 0.85000 32247.30| |
REINFORCING STEEL, EPOXY COATED | | |
0084 704-09031 580.000 SYS | 120.00000 69600.00| |
ARTICULATING CONCRETE MATTRESS | | |
0085 704-51002 143.100 CYS | 687.00000 98309.70| |
CONCRETE, C, SUPERSTRUCTURE | | |
0086 706-05733 4.000 EACH | 2257.00000 9028.00| |
CONCRETE BRIDGE RAILING TRANSITION, WBC | | |
0087 706-51025 121.500 LFT | 100.00000 12150.00| |
CONCRETE, C, RAILING | | |
0088 709-51821 LUMP | 10000.00000 10000.00| |
SURFACE SEAL | | |
0089 714-08514 690.000 SFT | 75.00000 51750.00| |
WINGWALL | | |
0090 715-05048 9397.000 LFT | 2.50000 23492.50| |
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0091 715-05053 342.000 LFT | 18.00000 6156.00| |
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0092 715-05123 59.000 LFT | 70.00000 4130.00| |
PIPE, TYPE 1, CIRCULAR, 24 IN. | | |
0093 715-05136 78.000 LFT | 260.00000 20280.00| |
PIPE, TYPE 1, CIRCULAR, 72 IN. | | |
0094 715-05149 670.000 LFT | 39.00000 26130.00| |
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0095 715-05151 748.000 LFT | 40.00000 29920.00| |
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0096 715-05152 606.000 LFT | 30.00000 18180.00| |
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0097 715-05154 702.000 LFT | 45.00000 31590.00| |
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0098 715-05169 106.000 LFT | 60.00000 6360.00| |
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0099 715-05171 40.000 LFT | 80.00000 3200.00| |
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0100 715-06357 2.000 EACH | 2800.00000 5600.00| |
CONCRETE ANCHOR, 72 IN. | | |
0101 715-46005 10.000 EACH | 935.00000 9350.00| |
PIPE END SECTION, 15 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 290 -23
TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : R -31627-A COUNTIES : HAMILTON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-1917625 |( ) |( )
|MILESTONE CONTRACTORS LP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0102 715-46010 3.000 EACH | 900.00000 2700.00| |
PIPE END SECTION, 18 IN. | | |
0103 715-46020 3.000 EACH | 1000.00000 3000.00| |
PIPE END SECTION, 24 IN. | | |
0104 718-06529 12.000 EACH | 525.00000 6300.00| |
OUTLET PROTECTOR, 2 | | |
0105 718-06532 3000.000 LFT | 1.15000 3450.00| |
VIDEO INSPECTION FOR UNDERDRAINS | | |
0106 718-52610 846.000 CYS | 38.00000 32148.00| |
AGGREGATE FOR UNDERDRAINS | | |
0107 718-99153 7199.000 SYS | 1.50000 10798.50| |
GEOTEXTILES FOR UNDERDRAIN | | |
0108 720-45030 6.000 EACH | 1900.00000 11400.00| |
INLET, E7 | | |
0109 720-45035 1.000 EACH | 1900.00000 1900.00| |
INLET, F7 | | |
0110 720-45410 7.000 EACH | 2000.00000 14000.00| |
MANHOLE, C4 | | |
0111 720-45431 1.000 EACH | 2400.00000 2400.00| |
MANHOLE, J | | |
0112 720-98174 7.000 EACH | 2700.00000 18900.00| |
INLET, B15 | | |
0113 720-98555 10.000 EACH | 2000.00000 20000.00| |
INLET, C15 | | |
0114 723-07105 300.000 LFT | 1200.00000 360000.00| |
STRUCTURE, PRECAST THREE-SIDED, 240 IN. | | |
X 120 IN. | | |
0115 801-06775 LUMP | 83000.00000 83000.00| |
MAINTAINING TRAFFIC | | |
0116 802-04893 2.000 EACH | 40.00000 80.00| |
REFERENCE POST | | |
0117 802-05701 187.000 LFT | 15.00000 2805.00| |
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0118 802-09838 34.000 SFT | 16.50000 561.00| |
SIGN, SHEET, WITH LEGEND 0.080 IN. | | |
THICKNESS | | |
0119 802-09840 141.000 SFT | 17.50000 2467.50| |
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0120 805-01815 4.000 EACH | 2400.00000 9600.00| |
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |
FT. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 290 -24
TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : R -31627-A COUNTIES : HAMILTON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-1917625 |( ) |( )
|MILESTONE CONTRACTORS LP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0121 805-01842 16.000 EACH | 835.00000 13360.00| |
HANDHOLE, SIGNAL | | |
0122 805-01844 2467.000 LFT | 9.00000 22203.00| |
CONDUIT, STEEL, GALVANIZED, 2 IN., | | |
UNDERGROUND | | |
0123 805-01879 1.000 EACH | 880.00000 880.00| |
SIGNAL SERVICE, INSTALL | | |
0124 805-07767 963.000 LFT | 2.10000 2022.30| |
SIGNAL CABLE, 12C 14GA | | |
0125 805-78100 1.000 EACH | 11200.00000 11200.00| |
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE | | |
0126 805-78205 2.000 EACH | 535.00000 1070.00| |
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0127 805-78215 1.000 EACH | 525.00000 525.00| |
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER ARROW, GREEN ARROW | | |
0128 805-78230 5.000 EACH | 820.00000 4100.00| |
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0129 805-78415 4.000 EACH | 1790.00000 7160.00| |
SPAN, CATENARY, AND TETHER | | |
0130 805-78420 4.000 EACH | 222.00000 888.00| |
DISCONNECT HANGER | | |
0131 805-78467 52.000 LFT | 2.20000 114.40| |
SIGNAL CABLE, 3C 8GA. | | |
0132 805-78485 108.000 LFT | 1.20000 129.60| |
SIGNAL CABLE, 5C 14GA. | | |
0133 805-78490 111.000 LFT | 1.40000 155.40| |
SIGNAL CABLE, 7C 14GA. | | |
0134 805-78510 7218.000 LFT | 0.85000 6135.30| |
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0135 805-78746 1551.000 LFT | 4.10000 6359.10| |
PREFORMED LOOP DETECTORS | | |
0136 805-78925 1.000 EACH | 875.00000 875.00| |
CONTROLLER CABINET FOUNDATION, P1 | | |
0137 805-81060 4.000 EACH | 4485.00000 17940.00| |
SIGNAL STRAIN POLE, STEEL, 36 FT. | | |
0138 805-92504 11.000 EACH | 238.00000 2618.00| |
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0139 808-06703 15433.000 LFT | 0.40000 6173.20| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 290 -25
TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : R -31627-A COUNTIES : HAMILTON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-1917625 |( ) |( )
|MILESTONE CONTRACTORS LP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0140 808-75240 522.000 LFT | 0.40000 208.80| |
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0141 808-75245 6770.000 LFT | 0.40000 2708.00| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0142 808-75297 239.000 LFT | 3.90000 932.10| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0143 808-75300 305.000 LFT | 1.40000 427.00| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0144 808-75320 27.000 EACH | 68.00000 1836.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0145 808-75325 26.000 EACH | 78.00000 2028.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0146 808-75998 157.000 EACH | 20.00000 3140.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0147 601-01522 1.000 EACH | 2040.00000 2040.00| |
GUARDRAIL TRANSITION TYPE TGB | | |
SECTION TOTALS | $ 4,867,663.50| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 4,867,663.50| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 300 -1
VENDOR RANKING
CALL ORDER : 300 CONTRACT ID : R -32065-A COUNTIES : VANDERBURGH POSEY
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT WARRICK
DESCRIPTION : PIPE LINING COMPLETION DATE : 08/01/10
LOCATION : ON I-64 AT VARIOUS LOCATIONS IN POSEY, VANDERBURGH AND PROJECT(S) : 0900437
WARRICK COUNTIES
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2097364 INDIANA RELINE INC $ 930,761.62 100.0000%
2 38-2874876 WEST MICHIGAN CABLE CONTRACTORS INC $ 1,027,945.00 110.4413%
3 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 1,070,539.80 115.0176%
4 35-1526557 MIDWEST MOLE INC $ 1,157,630.00 124.3745%
5 35-1817574 YARDBERRY LANDSCAPE $ 1,208,872.00 129.8799%
6 35-1004746 TEMPLE & TEMPLE EXCAVATING & PAVING, INC. $ 1,256,430.00 134.9895%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 300 -2
TABULATION OF BIDS
CALL ORDER : 300 CONTRACT ID : R -32065-A COUNTIES : VANDERBURGH POSEY
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT WARRICK
====================================================================================================================================
|( 1 ) 35-2097364 |( 2 ) 38-2874876 |( 3 ) 35-1009310
|INDIANA RELINE INC |WEST MICHIGAN CABLE CONTRACT |DEIG BROTHERS LUMBER & CONSTR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PIPE LINING
| | |
0001 105-06845 LUMP | 2000.00000 2000.00| 2500.00000 2500.00| 1000.00000 1000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 100.00000 200.00| 300.00000 600.00| 170.00000 340.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 28.000 MOS | 100.00000 2800.00| 70.00000 1960.00| 230.00000 6440.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 2000.00000 2000.00| 10000.00000 10000.00| 53000.00000 53000.00
MOBILIZATION AND DEMOBILIZATION | | |
0010 628-09402 14.000 MOS | 1500.00000 21000.00| 1500.00000 21000.00| 1700.00000 23800.00
FIELD OFFICE, B | | |
0011 628-09407 14.000 MOS | 300.00000 4200.00| 350.00000 4900.00| 170.00000 2380.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL 1 EACH | | |
0012 725-06859 765.000 LFT | 200.00000 153000.00| 250.00000 191250.00| 248.45000 190064.25
PIPE LINER, THERMOPLASTIC, 48 IN. | | |
0013 725-06862 186.000 LFT | 315.00000 58590.00| 280.00000 52080.00| 261.30000 48601.80
PIPE LINER, THERMOPLASTIC, AREA 8.9 SFT | | |
0014 725-06874 250.000 LFT | 299.50000 74875.00| 400.00000 100000.00| 379.00000 94750.00
PIPE LINER, THERMOPLASTIC, 60 IN. | | |
0015 725-06876 140.000 LFT | 475.00000 66500.00| 600.00000 84000.00| 565.35000 79149.00
PIPE LINER, THERMOPLASTIC, 72 IN. | | |
0016 725-08626 170.000 LFT | 570.00000 96900.00| 700.00000 119000.00| 673.25000 114452.50
PIPE LINER, THERMOPLASTIC, 28.0 SFT. | | |
0017 725-09641 397.000 LFT | 1047.46000 415841.62| 1050.00000 416850.00| 1084.25000 430447.25
PIPE LINER, THERMOPLASTIC, 108 IN. | | |
0018 801-03290 36.000 EACH | 300.00000 10800.00| 300.00000 10800.00| 145.00000 5220.00
CONSTRUCTION SIGN, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 300 -3
TABULATION OF BIDS
CALL ORDER : 300 CONTRACT ID : R -32065-A COUNTIES : VANDERBURGH POSEY
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT WARRICK
====================================================================================================================================
|( 1 ) 35-2097364 |( 2 ) 38-2874876 |( 3 ) 35-1009310
|INDIANA RELINE INC |WEST MICHIGAN CABLE CONTRACT |DEIG BROTHERS LUMBER & CONSTR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 801-06640 72.000 EACH | 150.00000 10800.00| 125.00000 9000.00| 120.00000 8640.00
CONSTRUCTION SIGN, A | | |
0020 801-06710 50.000 DAY | 25.00000 1250.00| 50.00000 2500.00| 25.00000 1250.00
FLASHING ARROW SIGN | | |
0021 801-06775 LUMP | 10000.00000 10000.00| 1500.00000 1500.00| 11000.00000 11000.00
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 930,761.62| $ 1,027,945.00| $ 1,070,539.80
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 930,761.62| $ 1,027,945.00| $ 1,070,539.80
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 300 -4
TABULATION OF BIDS
CALL ORDER : 300 CONTRACT ID : R -32065-A COUNTIES : VANDERBURGH POSEY
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT WARRICK
====================================================================================================================================
|( 4 ) 35-1526557 |( 5 ) 35-1817574 |( 6 ) 35-1004746
|MIDWEST MOLE INC |YARDBERRY LANDSCAPE |TEMPLE & TEMPLE EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PIPE LINING
| | |
0001 105-06845 LUMP | 10500.00000 10500.00| 40000.00000 40000.00| 2700.00000 2700.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 100.00000 200.00| 350.00000 700.00| 210.00000 420.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 28.000 MOS | 100.00000 2800.00| 150.00000 4200.00| 105.00000 2940.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 22000.00000 22000.00| 57500.00000 57500.00| 48000.00000 48000.00
MOBILIZATION AND DEMOBILIZATION | | |
0010 628-09402 14.000 MOS | 1650.00000 23100.00| 2050.00000 28700.00| 1900.00000 26600.00
FIELD OFFICE, B | | |
0011 628-09407 14.000 MOS | 255.00000 3570.00| 550.00000 7700.00| 140.00000 1960.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL 1 EACH | | |
0012 725-06859 765.000 LFT | 270.00000 206550.00| 350.00000 267750.00| 301.00000 230265.00
PIPE LINER, THERMOPLASTIC, 48 IN. | | |
0013 725-06862 186.000 LFT | 300.00000 55800.00| 400.00000 74400.00| 316.00000 58776.00
PIPE LINER, THERMOPLASTIC, AREA 8.9 SFT | | |
0014 725-06874 250.000 LFT | 390.00000 97500.00| 360.00000 90000.00| 443.00000 110750.00
PIPE LINER, THERMOPLASTIC, 60 IN. | | |
0015 725-06876 140.000 LFT | 610.00000 85400.00| 584.00000 81760.00| 652.00000 91280.00
PIPE LINER, THERMOPLASTIC, 72 IN. | | |
0016 725-08626 170.000 LFT | 705.00000 119850.00| 689.00000 117130.00| 793.00000 134810.00
PIPE LINER, THERMOPLASTIC, 28.0 SFT. | | |
0017 725-09641 397.000 LFT | 1185.00000 470445.00| 1011.00000 401367.00| 1320.00000 524040.00
PIPE LINER, THERMOPLASTIC, 108 IN. | | |
0018 801-03290 36.000 EACH | 302.50000 10890.00| 165.00000 5940.00| 202.00000 7272.00
CONSTRUCTION SIGN, C | | |
0019 801-06640 72.000 EACH | 110.00000 7920.00| 135.00000 9720.00| 167.00000 12024.00
CONSTRUCTION SIGN, A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 300 -5
TABULATION OF BIDS
CALL ORDER : 300 CONTRACT ID : R -32065-A COUNTIES : VANDERBURGH POSEY
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT WARRICK
====================================================================================================================================
|( 4 ) 35-1526557 |( 5 ) 35-1817574 |( 6 ) 35-1004746
|MIDWEST MOLE INC |YARDBERRY LANDSCAPE |TEMPLE & TEMPLE EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 801-06710 50.000 DAY | 22.00000 1100.00| 40.00000 2000.00| 35.00000 1750.00
FLASHING ARROW SIGN | | |
0021 801-06775 LUMP | 40000.00000 40000.00| 20000.00000 20000.00| 2838.00000 2838.00
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 1,157,630.00| $ 1,208,872.00| $ 1,256,430.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,157,630.00| $ 1,208,872.00| $ 1,256,430.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 310 -1
VENDOR RANKING
CALL ORDER : 310 CONTRACT ID : RS-30571-A COUNTIES : DUBOIS PIKE
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT
DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 10/30/10
LOCATION : ON SR 64 FROM SR 61 TO SR 161 PROJECT(S) : 0710825
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1139301 E & B PAVING INC $ 2,659,800.00 100.0000%
2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 2,669,000.00 100.3459%
3 35-1357381 DAVE OMARA CONTRACTOR INC $ 2,748,816.30 103.3467%
4 35-0626844 J H RUDOLPH & COMPANY $ 2,764,700.35 103.9439%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 310 -2
TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : RS-30571-A COUNTIES : DUBOIS PIKE
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-2040801 |( 3 ) 35-1357381
|E & B PAVING INC |GOHMANN ASPHALT & CONSTR INC |DAVE OMARA CONTRACTOR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 8000.00000 8000.00| 1800.00000 1800.00| 2000.00000 2000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 75.00000 150.00| 150.00000 300.00| 200.00000 400.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 32.000 MOS | 75.00000 2400.00| 60.00000 1920.00| 120.00000 3840.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-01001 LUMP | 132990.00000 132990.00| 133400.00000 133400.00| 130000.00000 130000.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 9120.00000 9120.00| 13330.00000 13330.00| 34000.00000 34000.00
CLEARING RIGHT OF WAY | | |
0012 202-02241 800.000 LFT | 3.35000 2680.00| 3.35000 2680.00| 4.00000 3200.00
GUARDRAIL, REMOVE | | |
0013 202-93741 70.000 EACH | 415.00000 29050.00| 200.00000 14000.00| 220.00000 15400.00
GUARD RAIL END TREATMENT, REMOVE | | |
0014 203-02070 130.000 CYS | 46.00000 5980.00| 38.00000 4940.00| 50.00000 6500.00
BORROW | | |
0015 211-09265 15.000 CYS | 48.60000 729.00| 50.00000 750.00| 40.00000 600.00
STRUCTURE BACKFILL, TYPE 2 | | |
0016 303-01180 1160.000 TON | 35.75000 41470.00| 30.00000 34800.00| 24.00000 27840.00
COMPACTED AGGREGATE, NO. 53 | | |
0017 304-07491 2000.000 TON | 150.00000 300000.00| 151.25000 302500.00| 85.00000 170000.00
HMA PATCHING, TYPE C | | |
0019 306-08043 520.000 SYS | 0.50000 260.00| 2.60000 1352.00| 1.00000 520.00
MILLING, TRANSITION | | |
0020 306-08432 8650.000 SYS | 0.50000 4325.00| 2.60000 22490.00| 1.00000 8650.00
MILLING, APPROACH | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 310 -3
TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : RS-30571-A COUNTIES : DUBOIS PIKE
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-2040801 |( 3 ) 35-1357381
|E & B PAVING INC |GOHMANN ASPHALT & CONSTR INC |DAVE OMARA CONTRACTOR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 401-06264 LUMP | 6350.00000 6350.00| 2800.00000 2800.00| 5500.00000 5500.00
PROFILOGRAPH, HMA | | |
0022 401-07328 15200.000 TON | 71.00000 1079200.00| 77.50000 1178000.00| 78.00000 1185600.00
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0023 402-07452 500.000 TON | 80.00000 40000.00| 100.00000 50000.00| 95.00000 47500.00
HMA WEDGE AND LEVEL, TYPE C | | |
0024 406-05520 52.000 TON | 450.00000 23400.00| 600.00000 31200.00| 500.00000 26000.00
ASPHALT FOR TACK COAT | | |
0025 601-01128 2.000 EACH | 1380.00000 2760.00| 1380.00000 2760.00| 1500.00000 3000.00
GUARDRAIL TRANSITION TYPE WGB | | |
0026 601-01625 1.000 EACH | 1620.00000 1620.00| 1620.00000 1620.00| 1700.00000 1700.00
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0027 601-01626 1.000 EACH | 1620.00000 1620.00| 1620.00000 1620.00| 1700.00000 1700.00
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 2 | | |
0028 601-01701 4.000 EACH | 1810.00000 7240.00| 1810.00000 7240.00| 1900.00000 7600.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 2 | | |
0029 601-01839 9.000 EACH | 1898.00000 17082.00| 1898.00000 17082.00| 2000.00000 18000.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 6 | | |
0030 601-01846 7.000 EACH | 1735.00000 12145.00| 1735.00000 12145.00| 1800.00000 12600.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 3 | | |
0031 601-01848 1.000 EACH | 1985.00000 1985.00| 1985.00000 1985.00| 2000.00000 2000.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 5 | | |
0032 601-05586 3.000 EACH | 2245.00000 6735.00| 2245.00000 6735.00| 2400.00000 7200.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 9 | | |
0033 601-06037 1.000 EACH | 980.00000 980.00| 980.00000 980.00| 1000.00000 1000.00
GUARDRAIL END TREATMENT, I | | |
0034 601-94689 57.000 EACH | 3220.00000 183540.00| 2995.00000 170715.00| 3400.00000 193800.00
GUARDRAIL END TREATMENT, OS | | |
0035 601-99105 800.000 LFT | 18.00000 14400.00| 18.00000 14400.00| 20.00000 16000.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0036 601-99133 81.000 EACH | 62.00000 5022.00| 62.00000 5022.00| 70.00000 5670.00
GUARDRAIL TRANSITION VH, 12 FT. 6 IN. | | |
SPACING | | |
0037 610-07488 720.000 TON | 130.00000 93600.00| 100.00000 72000.00| 80.00000 57600.00
HMA FOR APPROACHES, TYPE C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 310 -4
TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : RS-30571-A COUNTIES : DUBOIS PIKE
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-2040801 |( 3 ) 35-1357381
|E & B PAVING INC |GOHMANN ASPHALT & CONSTR INC |DAVE OMARA CONTRACTOR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 612-04315 23.600 TON | 1980.00000 46728.00| 1980.00000 46728.00| 2100.00000 49560.00
ASPHALT MATERIAL FOR UNDERSEAL | | |
0039 612-60410 389.000 EACH | 13.00000 5057.00| 13.00000 5057.00| 14.00000 5446.00
DRILLED HOLE FOR UNDERSEAL | | |
0040 616-02320 1600.000 SYS | 2.90000 4640.00| 3.00000 4800.00| 2.00000 3200.00
GEOTEXTILES | | |
0041 616-06405 1200.000 TON | 38.70000 46440.00| 33.00000 39600.00| 30.00000 36000.00
RIPRAP, REVETMENT | | |
0042 616-06451 50.000 TON | 37.70000 1885.00| 74.00000 3700.00| 35.00000 1750.00
RIPRAP, UNIFORM | | |
0043 621-01004 2.000 EACH | 715.00000 1430.00| 715.00000 1430.00| 750.00000 1500.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0044 621-06559 1000.000 SYS | 2.90000 2900.00| 2.88000 2880.00| 3.25000 3250.00
MULCHED SEEDING, R | | |
0045 628-09407 16.000 MOS | 205.00000 3280.00| 160.00000 2560.00| 250.00000 4000.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0046 715-05119 42.000 LFT | 48.20000 2024.40| 55.00000 2310.00| 75.00000 3150.00
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0047 715-05169 30.000 LFT | 48.50000 1455.00| 47.00000 1410.00| 85.00000 2550.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0048 715-05595 10.000 LFT | 78.90000 789.00| 80.00000 800.00| 120.00000 1200.00
PIPE EXTENSION, CIRCULAR, 15 IN. | | |
0049 715-08305 5.000 TON | 165.00000 825.00| 215.00000 1075.00| 100.00000 500.00
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0050 715-46005 3.000 EACH | 622.00000 1866.00| 316.00000 948.00| 320.00000 960.00
PIPE END SECTION, 15 IN. | | |
0051 725-06857 221.000 LFT | 147.50000 32597.50| 220.00000 48620.00| 240.00000 53040.00
PIPE LINER, THERMOPLASTIC, 24 IN. | | |
0052 725-06859 200.000 LFT | 253.70000 50740.00| 230.00000 46000.00| 240.00000 48000.00
PIPE LINER, THERMOPLASTIC, 48 IN. | | |
0053 725-06866 153.000 LFT | 89.50000 13693.50| 208.00000 31824.00| 220.00000 33660.00
PIPE LINER, THERMOPLASTIC, 15 IN. | | |
0054 725-06867 283.000 LFT | 135.40000 38318.20| 210.00000 59430.00| 225.00000 63675.00
PIPE LINER, THERMOPLASTIC, 18 IN. | | |
0055 725-06870 67.000 LFT | 256.60000 17192.20| 240.00000 16080.00| 260.00000 17420.00
PIPE LINER, THERMOPLASTIC, 30 IN. | | |
0056 725-06874 376.000 LFT | 379.50000 142692.00| 230.00000 86480.00| 250.00000 94000.00
PIPE LINER, THERMOPLASTIC, 60 IN. | | |
0057 801-03290 7.000 EACH | 150.00000 1050.00| 150.00000 1050.00| 160.00000 1120.00
CONSTRUCTION SIGN, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 310 -5
TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : RS-30571-A COUNTIES : DUBOIS PIKE
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-2040801 |( 3 ) 35-1357381
|E & B PAVING INC |GOHMANN ASPHALT & CONSTR INC |DAVE OMARA CONTRACTOR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0059 801-06640 47.000 EACH | 110.00000 5170.00| 110.00000 5170.00| 120.00000 5640.00
CONSTRUCTION SIGN, A | | |
0060 801-06775 LUMP | 21863.35000 21863.35| 34996.09000 34996.09| 110000.00000 110000.00
MAINTAINING TRAFFIC | | |
0061 808-06712 12512.000 LFT | 0.12000 1501.44| 0.12000 1501.44| 0.14000 1751.68
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0062 808-06713 126300.000 LFT | 0.12000 15156.00| 0.12000 15156.00| 0.14000 17682.00
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0063 808-06714 44783.000 LFT | 0.12000 5373.96| 0.12000 5373.96| 0.14000 6269.62
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0064 808-75297 31.000 LFT | 18.95000 587.45| 18.95000 587.45| 21.00000 651.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0065 808-75996 1092.000 EACH | 4.00000 4368.00| 4.00000 4368.00| 4.50000 4914.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0066 808-75998 1098.000 EACH | 13.00000 14274.00| 12.97000 14241.06| 15.00000 16470.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0067 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0068 306-08042 183100.000 SYS | 0.50000 91550.00| 0.21000 38451.00| 0.70000 128170.00
MILLING, SCARIFICATION/PROFILE | | |
0069 628-09402 16.000 MOS | 2500.00000 40000.00| 1450.00000 23200.00| 1500.00000 24000.00
FIELD OFFICE, B | | |
0070 801-06203 6300.000 LFT | 0.01000 63.00| 0.65000 4095.00| 0.70000 4410.00
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0071 801-06207 6300.000 LFT | 1.50000 9450.00| 1.35000 8505.00| 1.50000 9450.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
SECTION TOTALS | $ 2,659,800.00| $ 2,669,000.00| $ 2,748,816.30
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,659,800.00| $ 2,669,000.00| $ 2,748,816.30
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 310 -6
TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : RS-30571-A COUNTIES : DUBOIS PIKE
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-0626844 |( ) |( )
|J H RUDOLPH & COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 8000.00000 8000.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 132.00000 264.00| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 32.000 MOS | 60.00000 1920.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-01001 LUMP | 134000.00000 134000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 20000.00000 20000.00| |
CLEARING RIGHT OF WAY | | |
0012 202-02241 800.000 LFT | 5.00000 4000.00| |
GUARDRAIL, REMOVE | | |
0013 202-93741 70.000 EACH | 300.00000 21000.00| |
GUARD RAIL END TREATMENT, REMOVE | | |
0014 203-02070 130.000 CYS | 27.00000 3510.00| |
BORROW | | |
0015 211-09265 15.000 CYS | 38.00000 570.00| |
STRUCTURE BACKFILL, TYPE 2 | | |
0016 303-01180 1160.000 TON | 25.00000 29000.00| |
COMPACTED AGGREGATE, NO. 53 | | |
0017 304-07491 2000.000 TON | 125.00000 250000.00| |
HMA PATCHING, TYPE C | | |
0019 306-08043 520.000 SYS | 6.00000 3120.00| |
MILLING, TRANSITION | | |
0020 306-08432 8650.000 SYS | 2.00000 17300.00| |
MILLING, APPROACH | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 310 -7
TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : RS-30571-A COUNTIES : DUBOIS PIKE
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-0626844 |( ) |( )
|J H RUDOLPH & COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 401-06264 LUMP | 8000.00000 8000.00| |
PROFILOGRAPH, HMA | | |
0022 401-07328 15200.000 TON | 75.00000 1140000.00| |
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0023 402-07452 500.000 TON | 85.00000 42500.00| |
HMA WEDGE AND LEVEL, TYPE C | | |
0024 406-05520 52.000 TON | 520.00000 27040.00| |
ASPHALT FOR TACK COAT | | |
0025 601-01128 2.000 EACH | 1400.00000 2800.00| |
GUARDRAIL TRANSITION TYPE WGB | | |
0026 601-01625 1.000 EACH | 1640.00000 1640.00| |
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0027 601-01626 1.000 EACH | 1640.00000 1640.00| |
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 2 | | |
0028 601-01701 4.000 EACH | 1820.00000 7280.00| |
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 2 | | |
0029 601-01839 9.000 EACH | 1900.00000 17100.00| |
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 6 | | |
0030 601-01846 7.000 EACH | 1740.00000 12180.00| |
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 3 | | |
0031 601-01848 1.000 EACH | 2000.00000 2000.00| |
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 5 | | |
0032 601-05586 3.000 EACH | 2250.00000 6750.00| |
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 9 | | |
0033 601-06037 1.000 EACH | 1000.00000 1000.00| |
GUARDRAIL END TREATMENT, I | | |
0034 601-94689 57.000 EACH | 3500.00000 199500.00| |
GUARDRAIL END TREATMENT, OS | | |
0035 601-99105 800.000 LFT | 18.00000 14400.00| |
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0036 601-99133 81.000 EACH | 62.00000 5022.00| |
GUARDRAIL TRANSITION VH, 12 FT. 6 IN. | | |
SPACING | | |
0037 610-07488 720.000 TON | 120.00000 86400.00| |
HMA FOR APPROACHES, TYPE C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 310 -8
TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : RS-30571-A COUNTIES : DUBOIS PIKE
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-0626844 |( ) |( )
|J H RUDOLPH & COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 612-04315 23.600 TON | 1980.00000 46728.00| |
ASPHALT MATERIAL FOR UNDERSEAL | | |
0039 612-60410 389.000 EACH | 13.00000 5057.00| |
DRILLED HOLE FOR UNDERSEAL | | |
0040 616-02320 1600.000 SYS | 1.00000 1600.00| |
GEOTEXTILES | | |
0041 616-06405 1200.000 TON | 34.00000 40800.00| |
RIPRAP, REVETMENT | | |
0042 616-06451 50.000 TON | 65.00000 3250.00| |
RIPRAP, UNIFORM | | |
0043 621-01004 2.000 EACH | 715.00000 1430.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0044 621-06559 1000.000 SYS | 3.00000 3000.00| |
MULCHED SEEDING, R | | |
0045 628-09407 16.000 MOS | 230.00000 3680.00| |
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0046 715-05119 42.000 LFT | 120.00000 5040.00| |
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0047 715-05169 30.000 LFT | 125.00000 3750.00| |
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0048 715-05595 10.000 LFT | 250.00000 2500.00| |
PIPE EXTENSION, CIRCULAR, 15 IN. | | |
0049 715-08305 5.000 TON | 120.00000 600.00| |
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0050 715-46005 3.000 EACH | 750.00000 2250.00| |
PIPE END SECTION, 15 IN. | | |
0051 725-06857 221.000 LFT | 240.00000 53040.00| |
PIPE LINER, THERMOPLASTIC, 24 IN. | | |
0052 725-06859 200.000 LFT | 250.00000 50000.00| |
PIPE LINER, THERMOPLASTIC, 48 IN. | | |
0053 725-06866 153.000 LFT | 225.00000 34425.00| |
PIPE LINER, THERMOPLASTIC, 15 IN. | | |
0054 725-06867 283.000 LFT | 230.00000 65090.00| |
PIPE LINER, THERMOPLASTIC, 18 IN. | | |
0055 725-06870 67.000 LFT | 260.00000 17420.00| |
PIPE LINER, THERMOPLASTIC, 30 IN. | | |
0056 725-06874 376.000 LFT | 250.00000 94000.00| |
PIPE LINER, THERMOPLASTIC, 60 IN. | | |
0057 801-03290 7.000 EACH | 165.00000 1155.00| |
CONSTRUCTION SIGN, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 310 -9
TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : RS-30571-A COUNTIES : DUBOIS PIKE
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-0626844 |( ) |( )
|J H RUDOLPH & COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0059 801-06640 47.000 EACH | 121.00000 5687.00| |
CONSTRUCTION SIGN, A | | |
0060 801-06775 LUMP | 82000.00000 82000.00| |
MAINTAINING TRAFFIC | | |
0061 808-06712 12512.000 LFT | 0.13000 1626.56| |
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0062 808-06713 126300.000 LFT | 0.13000 16419.00| |
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0063 808-06714 44783.000 LFT | 0.13000 5821.79| |
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0064 808-75297 31.000 LFT | 19.00000 589.00| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0065 808-75996 1092.000 EACH | 5.00000 5460.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0066 808-75998 1098.000 EACH | 13.00000 14274.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0067 109-09489 1.000 DOL | 1.00000 1.00| |
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0068 306-08042 183100.000 SYS | 0.50000 91550.00| |
MILLING, SCARIFICATION/PROFILE | | |
0069 628-09402 16.000 MOS | 1600.00000 25600.00| |
FIELD OFFICE, B | | |
0070 801-06203 6300.000 LFT | 0.50000 3150.00| |
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0071 801-06207 6300.000 LFT | 1.55000 9765.00| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
SECTION TOTALS | $ 2,764,700.35| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,764,700.35| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 320 -1
VENDOR RANKING
CALL ORDER : 320 CONTRACT ID : RS-30682-A COUNTIES : DUBOIS
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT
DESCRIPTION : PCCP OVERLAY COMPLETION DATE : 10/31/10
LOCATION : ON SR 161 FROM 3.77 MILES SOUTH OF SR 64 TO SR 64 PROJECT(S) : 0800085
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 2,532,000.00 100.0000%
2 31-0533105 HARPER COMPANY $ 2,861,221.86 113.0024%
3 35-2131982 J B I CONSTRUCTION INC $ 2,886,635.15 114.0061%
4 35-1139301 E & B PAVING INC $ 3,489,567.22 137.8186%
5 35-0175870 BERNS CONSTRUCTION COMPANY INC $ 3,518,099.48 138.9455%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 320 -2
TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : RS-30682-A COUNTIES : DUBOIS
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 31-0533105 |( 3 ) 35-2131982
|GOHMANN ASPHALT & CONSTR INC |HARPER COMPANY |J B I CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 CONCRETE PAVEMENT OVERLAY
| | |
0001 105-06845 LUMP | 8000.00000 8000.00| 50000.00000 50000.00| 3500.00000 3500.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 150.00000 300.00| 116.57000 233.14| 100.00000 200.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 18.000 MOS | 60.00000 1080.00| 58.28000 1049.04| 50.00000 900.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, PCCP | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0011 110-01001 LUMP | 120009.77000 120009.77| 134412.74000 134412.74| 63400.00000 63400.00
MOBILIZATION AND DEMOBILIZATION | | |
0012 201-52370 LUMP | 12590.00000 12590.00| 500.00000 500.00| 7500.00000 7500.00
CLEARING RIGHT OF WAY | | |
0013 202-02272 55.000 LFT | 7.00000 385.00| 17.26000 949.30| 22.00000 1210.00
PAVED SIDE DITCH, REMOVE | | |
0014 202-93741 2.000 EACH | 360.00000 720.00| 624.66000 1249.32| 360.00000 720.00
GUARD RAIL END TREATMENT, REMOVE | | |
0015 301-07448 6337.000 TON | 20.00000 126740.00| 20.96000 132823.52| 20.55000 130225.35
COMPACTED AGGREGATE, NO. 53, BASE | | |
0016 303-01180 8717.000 TON | 17.00000 148189.00| 15.12000 131801.04| 17.50000 152547.50
COMPACTED AGGREGATE, NO. 53 | | |
0017 303-08210 660.000 TON | 28.00000 18480.00| 24.16000 15945.60| 25.00000 16500.00
COMPACTED AGGREGATE NO. 53, TEMPORARY | | |
FOR DRIVEWAYS | | |
0018 304-07490 9659.000 TON | 68.00000 656812.00| 68.70000 663573.30| 68.70000 663573.30
HMA PATCHING, TYPE B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 320 -3
TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : RS-30682-A COUNTIES : DUBOIS
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 31-0533105 |( 3 ) 35-2131982
|GOHMANN ASPHALT & CONSTR INC |HARPER COMPANY |J B I CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 306-08042 70973.000 SYS | 0.44000 31228.12| 0.67000 47551.91| 0.45000 31937.85
MILLING, SCARIFICATION/PROFILE | | |
0020 306-08043 2228.000 SYS | 0.85000 1893.80| 0.39000 868.92| 0.45000 1002.60
MILLING, TRANSITION | | |
0021 306-08432 11641.000 SYS | 1.35000 15715.35| 0.69000 8032.29| 0.50000 5820.50
MILLING, APPROACH | | |
0023 402-07433 174.000 TON | 91.00000 15834.00| 93.07000 16194.18| 91.25000 15877.50
HMA SURFACE, TYPE B | | |
0024 402-07438 347.000 TON | 70.00000 24290.00| 72.11000 25022.17| 70.70000 24532.90
HMA INTERMEDIATE, TYPE B | | |
0025 402-07453 100.000 TON | 100.00000 10000.00| 112.19000 11219.00| 110.00000 11000.00
HMA FOR TEMPORARY PAVEMENT | | |
0026 406-05520 6.500 TON | 600.00000 3900.00| 611.96000 3977.74| 600.00000 3900.00
ASPHALT FOR TACK COAT | | |
0027 501-06727 LUMP | 5000.00000 5000.00| 20661.02000 20661.02| 2500.00000 2500.00
CORING, PCCP , OVERLAY | | |
0028 501-06914 70973.000 SYS | 14.00000 993622.00| 17.17000 1218606.41| 19.70000 1398168.10
QC/QA PCCP , OVERLAY, 6 IN. | | |
0029 601-06035 220.000 LFT | 21.00000 4620.00| 21.00000 4620.00| 21.00000 4620.00
GUARDRAIL, RESET | | |
0030 601-94689 2.000 EACH | 3035.00000 6070.00| 2892.33000 5784.66| 3035.00000 6070.00
GUARDRAIL END TREATMENT, OS | | |
0031 608-04395 147.000 TON | 64.00000 9408.00| 65.79000 9671.13| 64.50000 9481.50
AGGREGATE FOR SHOULDER DRAINS | | |
0032 610-07487 2241.000 TON | 79.00000 177039.00| 81.34000 182282.94| 79.75000 178719.75
HMA FOR APPROACHES, TYPE B | | |
0033 611-06497 30.000 EACH | 200.00000 6000.00| 262.41000 7872.30| 200.00000 6000.00
MAILBOX ASSEMBLY, SINGLE | | |
0034 615-06515 3.000 EACH | 240.00000 720.00| 99.74000 299.22| 240.00000 720.00
MONUMENT, D | | |
0035 616-02320 687.000 SYS | 2.00000 1374.00| 3.83000 2631.21| 2.00000 1374.00
GEOTEXTILES | | |
0036 616-05688 180.000 TON | 27.00000 4860.00| 41.66000 7498.80| 40.00000 7200.00
RIPRAP, CLASS 1 | | |
0037 616-06451 31.000 TON | 65.00000 2015.00| 33.96000 1052.76| 40.00000 1240.00
RIPRAP, UNIFORM | | |
0038 621-06559 444.000 SYS | 4.25000 1887.00| 4.46000 1980.24| 4.25000 1887.00
MULCHED SEEDING, R | | |
0039 628-09402 9.000 MOS | 1450.00000 13050.00| 350.00000 3150.00| 2000.00000 18000.00
FIELD OFFICE, B | | |
0040 715-46040 1.000 EACH | 885.00000 885.00| 434.54000 434.54| 600.00000 600.00
PIPE END SECTION, 36 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 320 -4
TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : RS-30682-A COUNTIES : DUBOIS
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 31-0533105 |( 3 ) 35-2131982
|GOHMANN ASPHALT & CONSTR INC |HARPER COMPANY |J B I CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 725-06858 114.000 LFT | 138.75000 15817.50| 145.67000 16606.38| 138.75000 15817.50
PIPE LINER, THERMOPLASTIC, 36 IN. | | |
0042 801-03290 3.000 EACH | 145.00000 435.00| 152.23000 456.69| 145.00000 435.00
CONSTRUCTION SIGN, C | | |
0043 801-04308 2.000 EACH | 300.00000 600.00| 314.95000 629.90| 300.00000 600.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0044 801-06203 3842.000 LFT | 0.65000 2497.30| 0.49000 1882.58| 0.45000 1728.90
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0045 801-06207 1921.000 LFT | 1.30000 2497.30| 1.21000 2324.41| 1.35000 2593.35
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0046 801-06625 29.000 EACH | 89.00000 2581.00| 93.44000 2709.76| 89.00000 2581.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0047 801-06640 51.000 EACH | 115.00000 5865.00| 120.73000 6157.23| 115.00000 5865.00
CONSTRUCTION SIGN, A | | |
0048 801-06775 LUMP | 35298.33000 35298.33| 72020.58000 72020.58| 40850.00000 40850.00
MAINTAINING TRAFFIC | | |
0049 801-07118 360.000 LFT | 9.50000 3420.00| 9.97000 3589.20| 9.50000 3420.00
BARRICADE, III-A | | |
0050 801-07119 80.000 LFT | 12.95000 1036.00| 13.60000 1088.00| 12.95000 1036.00
BARRICADE, III-B | | |
0056 808-75996 377.000 EACH | 4.50000 1696.50| 4.46000 1681.42| 8.41000 3170.57
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0057 808-75998 381.000 EACH | 16.95000 6457.95| 19.89000 7578.09| 16.90000 6438.90
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0058 621-01004 1.000 EACH | 715.00000 715.00| 750.64000 750.64| 715.00000 715.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0059 718-08308 120.000 LFT | 80.00000 9600.00| 82.36000 9883.20| 80.75000 9690.00
UNDERDRAIN, PATCHING | | |
0060 808-03631 39138.000 LFT | 0.36000 14089.68| 0.38000 14872.44| 0.36000 14089.68
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |
0061 808-04896 4063.000 LFT | 0.36000 1462.68| 0.38000 1543.94| 0.36000 1462.68
LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | |
0062 808-03632 12502.000 LFT | 0.36000 4500.72| 0.38000 4750.76| 0.36000 4500.72
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
0063 808-74807 2.000 EACH | 145.00000 290.00| 152.23000 304.46| 145.00000 290.00
PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | |
INDICATIONS ARROWS | | |
0064 808-74808 2.000 EACH | 208.00000 416.00| 218.37000 436.74| 208.00000 416.00
PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | |
(ONLY) | | |
SECTION TOTALS | $ 2,532,000.00| $ 2,861,221.86| $ 2,886,635.15
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,532,000.00| $ 2,861,221.86| $ 2,886,635.15
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 320 -5
TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : RS-30682-A COUNTIES : DUBOIS
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 35-0175870 |( )
|E & B PAVING INC |BERNS CONSTRUCTION COMPANY I |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 CONCRETE PAVEMENT OVERLAY
| | |
0001 105-06845 LUMP | 34509.68000 34509.68| 20000.00000 20000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 110.00000 220.00| 230.00000 460.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 18.000 MOS | 40.00000 720.00| 230.00000 4140.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, PCCP | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0011 110-01001 LUMP | 174478.36000 174478.36| 175904.97000 175904.97|
MOBILIZATION AND DEMOBILIZATION | | |
0012 201-52370 LUMP | 17447.84000 17447.84| 17590.49000 17590.49|
CLEARING RIGHT OF WAY | | |
0013 202-02272 55.000 LFT | 12.00000 660.00| 35.00000 1925.00|
PAVED SIDE DITCH, REMOVE | | |
0014 202-93741 2.000 EACH | 408.00000 816.00| 360.00000 720.00|
GUARD RAIL END TREATMENT, REMOVE | | |
0015 301-07448 6337.000 TON | 40.00000 253480.00| 20.55000 130225.35|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0016 303-01180 8717.000 TON | 17.00000 148189.00| 17.50000 152547.50|
COMPACTED AGGREGATE, NO. 53 | | |
0017 303-08210 660.000 TON | 15.66000 10335.60| 66.00000 43560.00|
COMPACTED AGGREGATE NO. 53, TEMPORARY | | |
FOR DRIVEWAYS | | |
0018 304-07490 9659.000 TON | 60.00000 579540.00| 68.70000 663573.30|
HMA PATCHING, TYPE B | | |
0019 306-08042 70973.000 SYS | 0.90000 63875.70| 1.00000 70973.00|
MILLING, SCARIFICATION/PROFILE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 320 -6
TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : RS-30682-A COUNTIES : DUBOIS
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 35-0175870 |( )
|E & B PAVING INC |BERNS CONSTRUCTION COMPANY I |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 306-08043 2228.000 SYS | 0.90000 2005.20| 2.50000 5570.00|
MILLING, TRANSITION | | |
0021 306-08432 11641.000 SYS | 0.90000 10476.90| 2.50000 29102.50|
MILLING, APPROACH | | |
0023 402-07433 174.000 TON | 130.00000 22620.00| 91.25000 15877.50|
HMA SURFACE, TYPE B | | |
0024 402-07438 347.000 TON | 100.00000 34700.00| 70.70000 24532.90|
HMA INTERMEDIATE, TYPE B | | |
0025 402-07453 100.000 TON | 200.00000 20000.00| 110.00000 11000.00|
HMA FOR TEMPORARY PAVEMENT | | |
0026 406-05520 6.500 TON | 600.00000 3900.00| 600.00000 3900.00|
ASPHALT FOR TACK COAT | | |
0027 501-06727 LUMP | 4607.93000 4607.93| 4000.00000 4000.00|
CORING, PCCP , OVERLAY | | |
0028 501-06914 70973.000 SYS | 21.66000 1537275.18| 24.24000 1720385.52|
QC/QA PCCP , OVERLAY, 6 IN. | | |
0029 601-06035 220.000 LFT | 40.80000 8976.00| 21.00000 4620.00|
GUARDRAIL, RESET | | |
0030 601-94689 2.000 EACH | 3060.00000 6120.00| 3035.00000 6070.00|
GUARDRAIL END TREATMENT, OS | | |
0031 608-04395 147.000 TON | 85.00000 12495.00| 64.50000 9481.50|
AGGREGATE FOR SHOULDER DRAINS | | |
0032 610-07487 2241.000 TON | 150.00000 336150.00| 79.75000 178719.75|
HMA FOR APPROACHES, TYPE B | | |
0033 611-06497 30.000 EACH | 204.00000 6120.00| 200.00000 6000.00|
MAILBOX ASSEMBLY, SINGLE | | |
0034 615-06515 3.000 EACH | 306.00000 918.00| 240.00000 720.00|
MONUMENT, D | | |
0035 616-02320 687.000 SYS | 4.51000 3098.37| 1.00000 687.00|
GEOTEXTILES | | |
0036 616-05688 180.000 TON | 55.00000 9900.00| 60.00000 10800.00|
RIPRAP, CLASS 1 | | |
0037 616-06451 31.000 TON | 55.00000 1705.00| 60.00000 1860.00|
RIPRAP, UNIFORM | | |
0038 621-06559 444.000 SYS | 4.34000 1926.96| 4.25000 1887.00|
MULCHED SEEDING, R | | |
0039 628-09402 9.000 MOS | 2194.21000 19747.89| 2300.00000 20700.00|
FIELD OFFICE, B | | |
0040 715-46040 1.000 EACH | 856.00000 856.00| 2000.00000 2000.00|
PIPE END SECTION, 36 IN. | | |
0041 725-06858 114.000 LFT | 138.75000 15817.50| 138.75000 15817.50|
PIPE LINER, THERMOPLASTIC, 36 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 320 -7
TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : RS-30682-A COUNTIES : DUBOIS
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 35-0175870 |( )
|E & B PAVING INC |BERNS CONSTRUCTION COMPANY I |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0042 801-03290 3.000 EACH | 147.90000 443.70| 192.00000 576.00|
CONSTRUCTION SIGN, C | | |
0043 801-04308 2.000 EACH | 306.00000 612.00| 125.00000 250.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0044 801-06203 3842.000 LFT | 0.70000 2689.40| 1.70000 6531.40|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0045 801-06207 1921.000 LFT | 0.70000 1344.70| 1.70000 3265.70|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0046 801-06625 29.000 EACH | 90.78000 2632.62| 79.00000 2291.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
0047 801-06640 51.000 EACH | 117.30000 5982.30| 105.00000 5355.00|
CONSTRUCTION SIGN, A | | |
0048 801-06775 LUMP | 89361.75000 89361.75| 100000.00000 100000.00|
MAINTAINING TRAFFIC | | |
0049 801-07118 360.000 LFT | 9.69000 3488.40| 8.00000 2880.00|
BARRICADE, III-A | | |
0050 801-07119 80.000 LFT | 13.21000 1056.80| 10.00000 800.00|
BARRICADE, III-B | | |
0056 808-75996 377.000 EACH | 4.34000 1636.18| 8.41000 3170.57|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0057 808-75998 381.000 EACH | 19.33000 7364.73| 16.95000 6457.95|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0058 621-01004 1.000 EACH | 729.30000 729.30| 715.00000 715.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0059 718-08308 120.000 LFT | 60.00000 7200.00| 80.75000 9690.00|
UNDERDRAIN, PATCHING | | |
0060 808-03631 39138.000 LFT | 0.37000 14481.06| 0.36000 14089.68|
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |
0061 808-04896 4063.000 LFT | 0.37000 1503.31| 0.36000 1462.68|
LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | |
0062 808-03632 12502.000 LFT | 0.37000 4625.74| 0.36000 4500.72|
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
0063 808-74807 2.000 EACH | 147.90000 295.80| 145.00000 290.00|
PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | |
INDICATIONS ARROWS | | |
0064 808-74808 2.000 EACH | 212.16000 424.32| 208.00000 416.00|
PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | |
(ONLY) | | |
SECTION TOTALS | $ 3,489,567.22| $ 3,518,099.48| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 3,489,567.22| $ 3,518,099.48| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 390 -1
VENDOR RANKING
CALL ORDER : 390 CONTRACT ID : B -30748-A COUNTIES : VARIOUS
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
DESCRIPTION : BRIDGE PAINTING COMPLETION DATE : 07/31/10
LOCATION : AT VARIOUS LOCATIONS WITHIN THE FORT WAYNE DISTRICT PROJECT(S) : 0800138
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2019240 CENTRAL PAINTING INC $ 381,432.10 100.0000%
2 35-1645115 THREE STAR PAINTING INC $ 394,000.00 103.2949%
3 35-1841931 VENUS PAINTING COMPANY $ 563,155.00 147.6423%
4 35-1602596 ICARUS INDUSTRIAL PAINTING $ 563,562.00 147.7490%
5 36-3526376 ERA VALDIVIA CONTRACTORS INC & SUBSIDIARY $ 915,977.00 240.1416%
6 20-1396310 SEI COATINGS LLC $ 1,106,894.25 290.1943%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 390 -2
TABULATION OF BIDS
CALL ORDER : 390 CONTRACT ID : B -30748-A COUNTIES : VARIOUS
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-2019240 |( 2 ) 35-1645115 |( 3 ) 35-1841931
|CENTRAL PAINTING INC |THREE STAR PAINTING INC |VENUS PAINTING COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE PAINTING
| | |
0001 105-08520 1.000 EACH | 200.00000 200.00| 60.00000 60.00| 80.00000 80.00
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 6.000 MOS | 100.00000 600.00| 60.00000 360.00| 60.00000 360.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0008 110-01001 LUMP | 20000.00000 20000.00| 33000.00000 33000.00| 35000.00000 35000.00
MOBILIZATION AND DEMOBILIZATION Str. | | |
Nos. 1, 2, 3, 4, and 5 | | |
0009 619-09423 5130.000 SFT | 6.50000 33345.00| 7.31000 37500.30| 12.00000 61560.00
CLEAN STEEL BRIDGE, TYPE 1, QP-2 Str. | | |
No. 1: (9)37-35-02368ANBL | | |
0010 619-09423 5130.000 SFT | 6.50000 33345.00| 7.31000 37500.30| 12.00000 61560.00
CLEAN STEEL BRIDGE, TYPE 1, QP-2 Str. | | |
No. 2: (9)37-35-02368ASBL | | |
0011 619-09423 9015.000 SFT | 6.50000 58597.50| 7.88000 71038.20| 5.00000 45075.00
CLEAN STEEL BRIDGE, TYPE 1, QP-2 Str. | | |
No. 3: (469)24-02-07023 | | |
0012 619-09423 14270.000 SFT | 6.00000 85620.00| 6.72000 95894.40| 11.00000 156970.00
CLEAN STEEL BRIDGE, TYPE 1, QP-2 Str. | | |
No. 4: 114-85-03491A | | |
0013 619-09423 10500.000 SFT | 5.60000 58800.00| 7.12000 74760.00| 4.00000 42000.00
CLEAN STEEL BRIDGE, TYPE 1, QP-2 Str. | | |
No. 5: 020-20-07233 | | |
0014 619-09434 5130.000 SFT | 1.88000 9644.40| 0.77900 3996.27| 1.00000 5130.00
PAINT STEEL BRIDGE, TYPE 1 Str. No. 1: | | |
(9)37-35-02368ANBL | | |
0015 619-09434 5130.000 SFT | 1.88000 9644.40| 0.77900 3996.27| 1.00000 5130.00
PAINT STEEL BRIDGE, TYPE 1 Str. No. 2: | | |
(9)37-35-02368ASBL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 390 -3
TABULATION OF BIDS
CALL ORDER : 390 CONTRACT ID : B -30748-A COUNTIES : VARIOUS
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-2019240 |( 2 ) 35-1645115 |( 3 ) 35-1841931
|CENTRAL PAINTING INC |THREE STAR PAINTING INC |VENUS PAINTING COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0016 619-09434 9015.000 SFT | 1.88000 16948.20| 0.86000 7752.90| 1.00000 9015.00
PAINT STEEL BRIDGE, TYPE 1 Str. No. 3: | | |
(469)24-02-07023 | | |
0017 619-09434 14270.000 SFT | 1.88000 26827.60| 0.74000 10559.80| 1.00000 14270.00
PAINT STEEL BRIDGE, TYPE 1 Str. No. 4: | | |
114-85-03491A | | |
0018 619-09434 10500.000 SFT | 1.60000 16800.00| 0.78000 8190.00| 1.00000 10500.00
PAINT STEEL BRIDGE, TYPE 1 Str. No. 5: | | |
020-20-07233 | | |
0019 628-09408 6.000 MOS | 200.00000 1200.00| 100.00000 600.00| 600.00000 3600.00
MOBILE LAPTOP COMPUTER SYSTEM , 1 Each | | |
0020 628-09409 6.000 MOS | 50.00000 300.00| 100.00000 600.00| 100.00000 600.00
MOBILE INTERNET SERVICE , 1 Each | | |
0021 709-51821 LUMP | 600.00000 600.00| 500.00000 500.00| 20000.00000 20000.00
SURFACE SEAL Str. No. 1: | | |
(9)37-35-02368ANBL | | |
0022 709-51821 LUMP | 600.00000 600.00| 500.00000 500.00| 20000.00000 20000.00
SURFACE SEAL Str. No. 2: | | |
(9)37-35-02368ASBL | | |
0023 709-51821 LUMP | 600.00000 600.00| 500.00000 500.00| 20000.00000 20000.00
SURFACE SEAL Str. No. 3: | | |
(469)24-02-07023 | | |
0024 709-51821 LUMP | 600.00000 600.00| 500.00000 500.00| 20000.00000 20000.00
SURFACE SEAL Str. No. 4: 114-85-03491A | | |
0025 709-51821 LUMP | 600.00000 600.00| 500.00000 500.00| 20000.00000 20000.00
SURFACE SEAL Str. No. 5: 020-20-07233 | | |
0026 801-03290 14.000 EACH | 5.00000 70.00| 20.00000 280.00| 60.00000 840.00
CONSTRUCTION SIGN, C | | |
0027 801-06640 48.000 EACH | 5.00000 240.00| 20.00000 960.00| 20.00000 960.00
CONSTRUCTION SIGN, A | | |
0028 801-06710 120.000 DAY | 10.00000 1200.00| 10.00000 1200.00| 30.00000 3600.00
FLASHING ARROW SIGN | | |
0029 801-06775 LUMP | 5000.00000 5000.00| 2796.56000 2796.56| 6000.00000 6000.00
MAINTAINING TRAFFIC Str. Nos. 1, 2, 3, | | |
4, and 5 | | |
0030 801-92448 900.000 DAY | 0.05000 45.00| 0.50000 450.00| 1.00000 900.00
CONSTRUCTION SIGNS, MOBILE | | |
SECTION TOTALS | $ 381,432.10| $ 394,000.00| $ 563,155.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 381,432.10| $ 394,000.00| $ 563,155.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 390 -4
TABULATION OF BIDS
CALL ORDER : 390 CONTRACT ID : B -30748-A COUNTIES : VARIOUS
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1602596 |( 5 ) 36-3526376 |( 6 ) 20-1396310
|ICARUS INDUSTRIAL PAINTING |ERA VALDIVIA CONTRACTORS INC |SEI COATINGS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE PAINTING
| | |
0001 105-08520 1.000 EACH | 200.00000 200.00| 250.00000 250.00| 100.00000 100.00
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 6.000 MOS | 200.00000 1200.00| 250.00000 1500.00| 100.00000 600.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0008 110-01001 LUMP | 10000.00000 10000.00| 50000.00000 50000.00| 55350.00000 55350.00
MOBILIZATION AND DEMOBILIZATION Str. | | |
Nos. 1, 2, 3, 4, and 5 | | |
0009 619-09423 5130.000 SFT | 13.50000 69255.00| 10.00000 51300.00| 18.22000 93468.60
CLEAN STEEL BRIDGE, TYPE 1, QP-2 Str. | | |
No. 1: (9)37-35-02368ANBL | | |
0010 619-09423 5130.000 SFT | 13.50000 69255.00| 10.00000 51300.00| 18.22000 93468.60
CLEAN STEEL BRIDGE, TYPE 1, QP-2 Str. | | |
No. 2: (9)37-35-02368ASBL | | |
0011 619-09423 9015.000 SFT | 12.00000 108180.00| 10.00000 90150.00| 18.82000 169662.30
CLEAN STEEL BRIDGE, TYPE 1, QP-2 Str. | | |
No. 3: (469)24-02-07023 | | |
0012 619-09423 14270.000 SFT | 9.50000 135565.00| 10.00000 142700.00| 17.14000 244587.80
CLEAN STEEL BRIDGE, TYPE 1, QP-2 Str. | | |
No. 4: 114-85-03491A | | |
0013 619-09423 10500.000 SFT | 10.00000 105000.00| 10.00000 105000.00| 15.18000 159390.00
CLEAN STEEL BRIDGE, TYPE 1, QP-2 Str. | | |
No. 5: 020-20-07233 | | |
0014 619-09434 5130.000 SFT | 1.00000 5130.00| 7.00000 35910.00| 4.55000 23341.50
PAINT STEEL BRIDGE, TYPE 1 Str. No. 1: | | |
(9)37-35-02368ANBL | | |
0015 619-09434 5130.000 SFT | 1.00000 5130.00| 7.00000 35910.00| 4.55000 23341.50
PAINT STEEL BRIDGE, TYPE 1 Str. No. 2: | | |
(9)37-35-02368ASBL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 390 -5
TABULATION OF BIDS
CALL ORDER : 390 CONTRACT ID : B -30748-A COUNTIES : VARIOUS
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1602596 |( 5 ) 36-3526376 |( 6 ) 20-1396310
|ICARUS INDUSTRIAL PAINTING |ERA VALDIVIA CONTRACTORS INC |SEI COATINGS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0016 619-09434 9015.000 SFT | 1.00000 9015.00| 7.00000 63105.00| 4.71000 42460.65
PAINT STEEL BRIDGE, TYPE 1 Str. No. 3: | | |
(469)24-02-07023 | | |
0017 619-09434 14270.000 SFT | 1.00000 14270.00| 7.00000 99890.00| 4.29000 61218.30
PAINT STEEL BRIDGE, TYPE 1 Str. No. 4: | | |
114-85-03491A | | |
0018 619-09434 10500.000 SFT | 1.00000 10500.00| 7.00000 73500.00| 3.80000 39900.00
PAINT STEEL BRIDGE, TYPE 1 Str. No. 5: | | |
020-20-07233 | | |
0019 628-09408 6.000 MOS | 200.00000 1200.00| 500.00000 3000.00| 500.00000 3000.00
MOBILE LAPTOP COMPUTER SYSTEM , 1 Each | | |
0020 628-09409 6.000 MOS | 150.00000 900.00| 200.00000 1200.00| 100.00000 600.00
MOBILE INTERNET SERVICE , 1 Each | | |
0021 709-51821 LUMP | 500.00000 500.00| 5000.00000 5000.00| 1000.00000 1000.00
SURFACE SEAL Str. No. 1: | | |
(9)37-35-02368ANBL | | |
0022 709-51821 LUMP | 500.00000 500.00| 5000.00000 5000.00| 1000.00000 1000.00
SURFACE SEAL Str. No. 2: | | |
(9)37-35-02368ASBL | | |
0023 709-51821 LUMP | 500.00000 500.00| 5000.00000 5000.00| 1000.00000 1000.00
SURFACE SEAL Str. No. 3: | | |
(469)24-02-07023 | | |
0024 709-51821 LUMP | 500.00000 500.00| 5000.00000 5000.00| 1000.00000 1000.00
SURFACE SEAL Str. No. 4: 114-85-03491A | | |
0025 709-51821 LUMP | 500.00000 500.00| 5000.00000 5000.00| 1000.00000 1000.00
SURFACE SEAL Str. No. 5: 020-20-07233 | | |
0026 801-03290 14.000 EACH | 155.00000 2170.00| 155.00000 2170.00| 150.00000 2100.00
CONSTRUCTION SIGN, C | | |
0027 801-06640 48.000 EACH | 122.00000 5856.00| 122.00000 5856.00| 100.00000 4800.00
CONSTRUCTION SIGN, A | | |
0028 801-06710 120.000 DAY | 9.75000 1170.00| 9.75000 1170.00| 100.00000 12000.00
FLASHING ARROW SIGN | | |
0029 801-06775 LUMP | 5000.00000 5000.00| 75000.00000 75000.00| 50000.00000 50000.00
MAINTAINING TRAFFIC Str. Nos. 1, 2, 3, | | |
4, and 5 | | |
0030 801-92448 900.000 DAY | 2.29000 2061.00| 2.29000 2061.00| 25.00000 22500.00
CONSTRUCTION SIGNS, MOBILE | | |
SECTION TOTALS | $ 563,562.00| $ 915,977.00| $ 1,106,894.25
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 563,562.00| $ 915,977.00| $ 1,106,894.25
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 400 -1
VENDOR RANKING
CALL ORDER : 400 CONTRACT ID : B -30833-A COUNTIES : VARIOUS
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
DESCRIPTION : BRIDGE MAINTENANCE AND REPAIR COMPLETION DATE : 10/02/10
LOCATION : AT VARIOUS BRIDGES THROUGHOUT THE FORT WAYNE DISTRICT PROJECT(S) : 0710925
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1817530 PIONEER ASSOCIATES INC $ 347,997.30 100.0000%
2 35-2040341 MOONROCK INC $ 390,129.42 112.1070%
3 35-1057237 R L MCCOY INC $ 428,499.40 123.1330%
4 35-1841857 CRI CONSTRUCTION INC $ 598,519.80 171.9898%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 400 -2
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : B -30833-A COUNTIES : VARIOUS
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1817530 |( 2 ) 35-2040341 |( 3 ) 35-1057237
|PIONEER ASSOCIATES INC |MOONROCK INC |R L MCCOY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE MAINTENANCE AND REPAIR
| | |
0001 105-08520 1.000 EACH | 210.00000 210.00| 125.00000 125.00| 200.00000 200.00
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 6.000 MOS | 135.00000 810.00| 75.00000 450.00| 200.00000 1200.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0008 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0009 110-01001 LUMP | 21500.00000 21500.00| 22000.00000 22000.00| 45000.00000 45000.00
MOBILIZATION AND DEMOBILIZATION | | |
0010 202-02240 464.000 SYS | 49.00000 22736.00| 110.00000 51040.00| 38.00000 17632.00
PAVEMENT REMOVAL | | |
0011 203-08607 150.000 LFT | 7.00000 1050.00| 15.00000 2250.00| 15.00000 2250.00
LINEAR GRADING | | |
0012 213-08068 4.000 EACH | 216.00000 864.00| 150.00000 600.00| 115.00000 460.00
DRILLED HOLE FOR FLOWABLE BACKFILL | | |
0013 213-09270 55.000 CYS | 105.00000 5775.00| 100.00000 5500.00| 25.00000 1375.00
FLOWABLE BACKFILL, REMOVABLE | | |
0014 304-07490 10.000 TON | 210.00000 2100.00| 210.00000 2100.00| 210.00000 2100.00
HMA PATCHING, TYPE B | | |
0015 306-08043 1520.000 SYS | 4.50000 6840.00| 6.30000 9576.00| 7.00000 10640.00
MILLING, TRANSITION | | |
0016 402-07452 100.000 TON | 120.00000 12000.00| 168.00000 16800.00| 140.00000 14000.00
HMA WEDGE AND LEVEL, TYPE C | | |
0017 406-05520 2.000 TON | 600.00000 1200.00| 100.00000 200.00| 100.00000 200.00
ASPHALT FOR TACK COAT | | |
0018 506-06334 8.000 SYS | 370.00000 2960.00| 450.00000 3600.00| 250.00000 2000.00
PCCP PATCHING, PARTIAL DEPTH , APPROACH | | |
PAVEMENT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 400 -3
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : B -30833-A COUNTIES : VARIOUS
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1817530 |( 2 ) 35-2040341 |( 3 ) 35-1057237
|PIONEER ASSOCIATES INC |MOONROCK INC |R L MCCOY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 601-06035 160.000 LFT | 97.00000 15520.00| 58.24000 9318.40| 15.00000 2400.00
GUARDRAIL, RESET | | |
0020 609-06259 432.000 SYS | 88.00000 38016.00| 125.00000 54000.00| 150.00000 64800.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0021 616-06451 8.000 TON | 36.00000 288.00| 55.00000 440.00| 68.00000 544.00
RIPRAP, UNIFORM | | |
0022 621-06559 840.000 SYS | 1.60000 1344.00| 3.98000 3343.20| 3.56000 2990.40
MULCHED SEEDING, R | | |
0023 628-09408 6.000 MOS | 170.00000 1020.00| 200.00000 1200.00| 250.00000 1500.00
MOBILE LAPTOP COMPUTER SYSTEM 1 EACH | | |
0024 628-09409 6.000 MOS | 63.00000 378.00| 75.00000 450.00| 150.00000 900.00
MOBILE INTERNET SERVICE 1 EACH | | |
0025 702-51864 152.000 EACH | 4.70000 714.40| 5.00000 760.00| 30.00000 4560.00
FIELD DRILLED HOLE | | |
0026 703-51032 15800.000 LBS | 1.40000 22120.00| 0.54000 8532.00| 2.00000 31600.00
REINFORCING STEEL, EPOXY COATED | | |
0027 722-51852 705.000 SFT | 50.00000 35250.00| 36.00000 25380.00| 72.00000 50760.00
BRIDGE DECK PATCHING, PARTIAL DEPTH | | |
0028 724-03276 750.000 LFT | 47.00000 35250.00| 43.00000 32250.00| 67.00000 50250.00
EXPANSION JOINT SEALING SYSTEM , REPAIR | | |
0029 724-03276 160.000 LFT | 60.00000 9600.00| 127.00000 20320.00| 115.00000 18400.00
EXPANSION JOINT SEALING SYSTEM , WITH | | |
NOSING | | |
0030 801-01093 4.000 EACH | 552.00000 2208.00| 638.40000 2553.60| 780.00000 3120.00
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0031 801-03290 32.000 EACH | 38.00000 1216.00| 184.80000 5913.60| 10.00000 320.00
CONSTRUCTION SIGN, C | | |
0032 801-04308 4.000 EACH | 332.00000 1328.00| 386.40000 1545.60| 260.00000 1040.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0033 801-06207 14250.000 LFT | 0.90000 12825.00| 1.05000 14962.50| 1.09000 15532.50
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0034 801-06640 28.000 EACH | 130.00000 3640.00| 145.60000 4076.80| 166.00000 4648.00
CONSTRUCTION SIGN, A | | |
0035 801-06710 89.000 DAY | 5.00000 445.00| 18.08000 1609.12| 25.00000 2225.00
FLASHING ARROW SIGN | | |
0036 801-06775 LUMP | 19000.00000 19000.00| 13500.00000 13500.00| 40000.00000 40000.00
MAINTAINING TRAFFIC | | |
0037 801-07118 120.000 LFT | 9.00000 1080.00| 35.00000 4200.00| 6.50000 780.00
BARRICADE, III-A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 400 -4
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : B -30833-A COUNTIES : VARIOUS
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1817530 |( 2 ) 35-2040341 |( 3 ) 35-1057237
|PIONEER ASSOCIATES INC |MOONROCK INC |R L MCCOY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 801-08401 1224.000 LFT | 20.50000 25092.00| 33.00000 40392.00| 12.00000 14688.00
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0039 801-08401 900.000 LFT | 43.00000 38700.00| 26.50000 23850.00| 13.00000 11700.00
TEMPORARY TRAFFIC BARRIER, TYPE 2 , | | |
ANCHORED | | |
0040 801-92448 600.000 DAY | 2.50000 1500.00| 5.00000 3000.00| 10.00000 6000.00
CONSTRUCTION SIGNS, MOBILE | | |
0041 808-06701 1070.000 LFT | 0.35000 374.50| 0.40000 428.00| 0.25000 267.50
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0042 808-06703 1442.000 LFT | 0.35000 504.70| 0.40000 576.80| 0.25000 360.50
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0043 808-06716 6760.000 LFT | 0.30000 2028.00| 0.40000 2704.00| 0.25000 1690.00
LINE, REMOVE | | |
0044 808-75245 1442.000 LFT | 0.35000 504.70| 0.40000 576.80| 0.25000 360.50
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
SECTION TOTALS | $ 347,997.30| $ 390,129.42| $ 428,499.40
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 347,997.30| $ 390,129.42| $ 428,499.40
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 400 -5
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : B -30833-A COUNTIES : VARIOUS
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1841857 |( ) |( )
|CRI CONSTRUCTION INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE MAINTENANCE AND REPAIR
| | |
0001 105-08520 1.000 EACH | 1500.00000 1500.00| |
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 6.000 MOS | 400.00000 2400.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0004 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0005 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0006 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0007 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0008 109-09489 1.000 DOL | 1.00000 1.00| |
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0009 110-01001 LUMP | 29000.00000 29000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0010 202-02240 464.000 SYS | 16.00000 7424.00| |
PAVEMENT REMOVAL | | |
0011 203-08607 150.000 LFT | 45.00000 6750.00| |
LINEAR GRADING | | |
0012 213-08068 4.000 EACH | 220.00000 880.00| |
DRILLED HOLE FOR FLOWABLE BACKFILL | | |
0013 213-09270 55.000 CYS | 134.00000 7370.00| |
FLOWABLE BACKFILL, REMOVABLE | | |
0014 304-07490 10.000 TON | 300.00000 3000.00| |
HMA PATCHING, TYPE B | | |
0015 306-08043 1520.000 SYS | 7.00000 10640.00| |
MILLING, TRANSITION | | |
0016 402-07452 100.000 TON | 200.00000 20000.00| |
HMA WEDGE AND LEVEL, TYPE C | | |
0017 406-05520 2.000 TON | 3550.00000 7100.00| |
ASPHALT FOR TACK COAT | | |
0018 506-06334 8.000 SYS | 1200.00000 9600.00| |
PCCP PATCHING, PARTIAL DEPTH , APPROACH | | |
PAVEMENT | | |
0019 601-06035 160.000 LFT | 61.00000 9760.00| |
GUARDRAIL, RESET | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 400 -6
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : B -30833-A COUNTIES : VARIOUS
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1841857 |( ) |( )
|CRI CONSTRUCTION INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 609-06259 432.000 SYS | 87.00000 37584.00| |
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0021 616-06451 8.000 TON | 196.00000 1568.00| |
RIPRAP, UNIFORM | | |
0022 621-06559 840.000 SYS | 7.00000 5880.00| |
MULCHED SEEDING, R | | |
0023 628-09408 6.000 MOS | 500.00000 3000.00| |
MOBILE LAPTOP COMPUTER SYSTEM 1 EACH | | |
0024 628-09409 6.000 MOS | 500.00000 3000.00| |
MOBILE INTERNET SERVICE 1 EACH | | |
0025 702-51864 152.000 EACH | 29.00000 4408.00| |
FIELD DRILLED HOLE | | |
0026 703-51032 15800.000 LBS | 2.00000 31600.00| |
REINFORCING STEEL, EPOXY COATED | | |
0027 722-51852 705.000 SFT | 185.00000 130425.00| |
BRIDGE DECK PATCHING, PARTIAL DEPTH | | |
0028 724-03276 750.000 LFT | 145.00000 108750.00| |
EXPANSION JOINT SEALING SYSTEM , REPAIR | | |
0029 724-03276 160.000 LFT | 180.00000 28800.00| |
EXPANSION JOINT SEALING SYSTEM , WITH | | |
NOSING | | |
0030 801-01093 4.000 EACH | 600.00000 2400.00| |
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0031 801-03290 32.000 EACH | 180.00000 5760.00| |
CONSTRUCTION SIGN, C | | |
0032 801-04308 4.000 EACH | 400.00000 1600.00| |
ROAD CLOSURE SIGN ASSEMBLY | | |
0033 801-06207 14250.000 LFT | 1.00000 14250.00| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0034 801-06640 28.000 EACH | 169.00000 4732.00| |
CONSTRUCTION SIGN, A | | |
0035 801-06710 89.000 DAY | 9.00000 801.00| |
FLASHING ARROW SIGN | | |
0036 801-06775 LUMP | 6000.00000 6000.00| |
MAINTAINING TRAFFIC | | |
0037 801-07118 120.000 LFT | 12.00000 1440.00| |
BARRICADE, III-A | | |
0038 801-08401 1224.000 LFT | 33.00000 40392.00| |
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 400 -7
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : B -30833-A COUNTIES : VARIOUS
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1841857 |( ) |( )
|CRI CONSTRUCTION INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 801-08401 900.000 LFT | 46.00000 41400.00| |
TEMPORARY TRAFFIC BARRIER, TYPE 2 , | | |
ANCHORED | | |
0040 801-92448 600.000 DAY | 3.00000 1800.00| |
CONSTRUCTION SIGNS, MOBILE | | |
0041 808-06701 1070.000 LFT | 0.70000 749.00| |
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0042 808-06703 1442.000 LFT | 0.70000 1009.40| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0043 808-06716 6760.000 LFT | 0.70000 4732.00| |
LINE, REMOVE | | |
0044 808-75245 1442.000 LFT | 0.70000 1009.40| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
SECTION TOTALS | $ 598,519.80| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 598,519.80| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 410 -1
VENDOR RANKING
CALL ORDER : 410 CONTRACT ID : B -31587-A COUNTIES : TIPPECANOE
LETTING DATE : 02/10/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
DESCRIPTION : BRIDGE MAINTENANCE AND REPAIR COMPLETION DATE : 07/30/10
LOCATION : ON US 52 EAST BOUND OVER WABASH RIVER, 0.46 MILE PROJECT(S) : 0800515
EAST OF SR 443
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 90-0177865 HIS CONSTRUCTORS LLC $ 170,871.05 100.0000%
2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 259,308.78 151.7570%
3 35-1523985 WIRTZ & YATES INC $ 264,919.35 155.0405%
4 35-1841857 CRI CONSTRUCTION INC $ 441,122.00 258.1608%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 410 -2
TABULATION OF BIDS
CALL ORDER : 410 CONTRACT ID : B -31587-A COUNTIES : TIPPECANOE
LETTING DATE : 02/10/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 90-0177865 |( 2 ) 35-1618530 |( 3 ) 35-1523985
|HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVI |WIRTZ & YATES INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPAIR
| | |
0001 105-06845 LUMP | 750.00000 750.00| 4000.00000 4000.00| 10000.00000 10000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 150.00000 150.00| 350.00000 350.00| 600.00000 600.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 6.000 MOS | 75.00000 450.00| 75.00000 450.00| 600.00000 3600.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 8400.00000 8400.00| 12965.43000 12965.43| 20000.00000 20000.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 202-51822 56.000 SYS | 10.00000 560.00| 50.00000 2800.00| 35.00000 1960.00
BRIDGE DECK OVERLAY, REMOVE | | |
0012 207-08266 460.000 SYS | 9.50000 4370.00| 8.00000 3680.00| 38.00000 17480.00
SUBGRADE TREATMENT, TYPE III | | |
0013 210-06752 67.000 EACH | 17.50000 1172.50| 90.00000 6030.00| 20.00000 1340.00
INSTALL , NUTS AND WASHERS ON ANCHOR | | |
BOLTS | | |
0014 304-07494 304.000 TON | 145.00000 44080.00| 150.00000 45600.00| 120.00000 36480.00
WIDENING WITH HMA, TYPE C | | |
0015 306-08034 281.000 SYS | 20.00000 5620.00| 50.00000 14050.00| 22.00000 6182.00
MILLING, ASPHALT, 1 1/2 IN. | | |
0016 402-07434 23.200 TON | 150.00000 3480.00| 130.00000 3016.00| 250.00000 5800.00
HMA SURFACE, TYPE C | | |
0017 406-05521 1201.000 SYS | 0.40000 480.40| 0.40000 480.40| 0.35000 420.35
ASPHALT FOR TACK COAT | | |
0018 628-09401 6.000 MOS | 1800.00000 10800.00| 5000.00000 30000.00| 2100.00000 12600.00
FIELD OFFICE, A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 410 -3
TABULATION OF BIDS
CALL ORDER : 410 CONTRACT ID : B -31587-A COUNTIES : TIPPECANOE
LETTING DATE : 02/10/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 90-0177865 |( 2 ) 35-1618530 |( 3 ) 35-1523985
|HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVI |WIRTZ & YATES INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 628-09407 6.000 MOS | 260.00000 1560.00| 250.00000 1500.00| 300.00000 1800.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , ONE EACH | | |
0020 704-51106 1.000 EACH | 4500.00000 4500.00| 5000.00000 5000.00| 2000.00000 2000.00
DECK DRAIN , PIPE AND GUIDE | | |
0021 711-01772 4.000 EACH | 3250.00000 13000.00| 8000.00000 32000.00| 11900.00000 47600.00
RETROFIT, 1 , 1 | | |
0022 711-01772 4.000 EACH | 3250.00000 13000.00| 8000.00000 32000.00| 11900.00000 47600.00
RETROFIT, 1 , 2 | | |
0023 722-51401 100.000 SFT | 75.00000 7500.00| 100.00000 10000.00| 35.00000 3500.00
BRIDGE DECK PATCHING, FULL DEPTH | | |
0024 722-51852 400.000 SFT | 35.00000 14000.00| 20.00000 8000.00| 25.00000 10000.00
BRIDGE DECK PATCHING, PARTIAL DEPTH | | |
0025 722-97116 500.000 SFT | 25.00000 12500.00| 30.00000 15000.00| 26.50000 13250.00
BRIDGE DECK OVERLAY PATCHING | | |
0026 801-03290 2.000 EACH | 160.00000 320.00| 142.00000 284.00| 98.00000 196.00
CONSTRUCTION SIGN, C | | |
0027 801-06207 3970.000 LFT | 1.20000 4764.00| 1.08000 4287.60| 1.50000 5955.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0028 801-06640 12.000 EACH | 120.00000 1440.00| 105.00000 1260.00| 90.00000 1080.00
CONSTRUCTION SIGN, A | | |
0029 801-06645 1.000 EACH | 50.00000 50.00| 45.00000 45.00| 75.00000 75.00
CONSTRUCTION SIGN, B | | |
0030 801-06710 60.000 DAY | 5.50000 330.00| 4.50000 270.00| 18.00000 1080.00
FLASHING ARROW SIGN | | |
0031 801-06775 LUMP | 14600.00000 14600.00| 23500.00000 23500.00| 6000.00000 6000.00
MAINTAINING TRAFFIC | | |
0032 801-07118 48.000 LFT | 9.50000 456.00| 8.35000 400.80| 15.00000 720.00
BARRICADE, III-A | | |
0033 808-06711 2015.000 LFT | 0.16000 322.40| 0.15000 302.25| 0.75000 1511.25
LINE, PAINT, BROKEN, WHITE, 4 IN. | | |
0034 808-06713 1475.000 LFT | 0.16000 236.00| 0.15000 221.25| 0.80000 1180.00
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0035 808-06714 1475.000 LFT | 0.16000 236.00| 0.15000 221.25| 0.80000 1180.00
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0036 808-06716 4965.000 LFT | 0.35000 1737.75| 0.32000 1588.80| 0.75000 3723.75
LINE, REMOVE | | |
SECTION TOTALS | $ 170,871.05| $ 259,308.78| $ 264,919.35
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 170,871.05| $ 259,308.78| $ 264,919.35
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 410 -4
TABULATION OF BIDS
CALL ORDER : 410 CONTRACT ID : B -31587-A COUNTIES : TIPPECANOE
LETTING DATE : 02/10/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 35-1841857 |( ) |( )
|CRI CONSTRUCTION INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPAIR
| | |
0001 105-06845 LUMP | 7000.00000 7000.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 1000.00000 1000.00| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 6.000 MOS | 400.00000 2400.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-09489 1.000 DOL | 1.00000 1.00| |
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 20000.00000 20000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0011 202-51822 56.000 SYS | 40.00000 2240.00| |
BRIDGE DECK OVERLAY, REMOVE | | |
0012 207-08266 460.000 SYS | 45.00000 20700.00| |
SUBGRADE TREATMENT, TYPE III | | |
0013 210-06752 67.000 EACH | 45.00000 3015.00| |
INSTALL , NUTS AND WASHERS ON ANCHOR | | |
BOLTS | | |
0014 304-07494 304.000 TON | 115.00000 34960.00| |
WIDENING WITH HMA, TYPE C | | |
0015 306-08034 281.000 SYS | 22.00000 6182.00| |
MILLING, ASPHALT, 1 1/2 IN. | | |
0016 402-07434 23.200 TON | 150.00000 3480.00| |
HMA SURFACE, TYPE C | | |
0017 406-05521 1201.000 SYS | 5.00000 6005.00| |
ASPHALT FOR TACK COAT | | |
0018 628-09401 6.000 MOS | 2400.00000 14400.00| |
FIELD OFFICE, A | | |
0019 628-09407 6.000 MOS | 300.00000 1800.00| |
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , ONE EACH | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 410 -5
TABULATION OF BIDS
CALL ORDER : 410 CONTRACT ID : B -31587-A COUNTIES : TIPPECANOE
LETTING DATE : 02/10/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 35-1841857 |( ) |( )
|CRI CONSTRUCTION INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 704-51106 1.000 EACH | 4000.00000 4000.00| |
DECK DRAIN , PIPE AND GUIDE | | |
0021 711-01772 4.000 EACH | 2500.00000 10000.00| |
RETROFIT, 1 , 1 | | |
0022 711-01772 4.000 EACH | 3000.00000 12000.00| |
RETROFIT, 1 , 2 | | |
0023 722-51401 100.000 SFT | 300.00000 30000.00| |
BRIDGE DECK PATCHING, FULL DEPTH | | |
0024 722-51852 400.000 SFT | 197.00000 78800.00| |
BRIDGE DECK PATCHING, PARTIAL DEPTH | | |
0025 722-97116 500.000 SFT | 185.00000 92500.00| |
BRIDGE DECK OVERLAY PATCHING | | |
0026 801-03290 2.000 EACH | 200.00000 400.00| |
CONSTRUCTION SIGN, C | | |
0027 801-06207 3970.000 LFT | 1.20000 4764.00| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0028 801-06640 12.000 EACH | 115.00000 1380.00| |
CONSTRUCTION SIGN, A | | |
0029 801-06645 1.000 EACH | 90.00000 90.00| |
CONSTRUCTION SIGN, B | | |
0030 801-06710 60.000 DAY | 8.00000 480.00| |
FLASHING ARROW SIGN | | |
0031 801-06775 LUMP | 75000.00000 75000.00| |
MAINTAINING TRAFFIC | | |
0032 801-07118 48.000 LFT | 12.00000 576.00| |
BARRICADE, III-A | | |
0033 808-06711 2015.000 LFT | 0.70000 1410.50| |
LINE, PAINT, BROKEN, WHITE, 4 IN. | | |
0034 808-06713 1475.000 LFT | 0.70000 1032.50| |
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0035 808-06714 1475.000 LFT | 0.70000 1032.50| |
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0036 808-06716 4965.000 LFT | 0.90000 4468.50| |
LINE, REMOVE | | |
SECTION TOTALS | $ 441,122.00| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 441,122.00| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 420 -1
VENDOR RANKING
CALL ORDER : 420 CONTRACT ID : B -31734-A COUNTIES : ALLEN NOBLE
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT STEUBEN
DESCRIPTION : BRIDGE SCOUR PROTECTION COMPLETION DATE : 11/12/10
LOCATION : ON SR 930; SR 1; SR 101; US 20; CHAIN O LAKES STATE PARK PROJECT(S) : 0810067
MAIN ROAD 0810072
0810189
OTHERS
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1817574 YARDBERRY LANDSCAPE $ 148,450.00 100.0000%
2 35-1636776 LINKEL COMPANY $ 192,873.00 129.9246%
3 35-1841857 CRI CONSTRUCTION INC $ 195,058.00 131.3964%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 420 -2
TABULATION OF BIDS
CALL ORDER : 420 CONTRACT ID : B -31734-A COUNTIES : ALLEN NOBLE
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT STEUBEN
====================================================================================================================================
|( 1 ) 35-1817574 |( 2 ) 35-1636776 |( 3 ) 35-1841857
|YARDBERRY LANDSCAPE |LINKEL COMPANY |CRI CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE SCOUR PROTECTION
| | |
0001 105-06845 LUMP | 4000.00000 4000.00| 25000.00000 25000.00| 7000.00000 7000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 350.00000 350.00| 200.00000 200.00| 500.00000 500.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 6.000 MOS | 150.00000 900.00| 200.00000 1200.00| 400.00000 2400.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0010 110-01001 LUMP | 5600.00000 5600.00| 25000.00000 25000.00| 9000.00000 9000.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 7000.00000 7000.00| 35000.00000 35000.00| 1900.00000 1900.00
CLEARING RIGHT OF WAY | | |
0012 203-02000 86.000 CYS | 30.00000 2580.00| 20.00000 1720.00| 122.00000 10492.00
EXCAVATION, COMMON | | |
0013 203-02070 0.200 CYS | 800.00000 160.00| 100.00000 20.00| 10000.00000 2000.00
BORROW | | |
0014 203-51223 653.000 CYS | 35.00000 22855.00| 30.00000 19590.00| 58.00000 37874.00
EXCAVATION, WATERWAY | | |
0015 616-02320 1051.000 SYS | 4.00000 4204.00| 2.00000 2102.00| 11.00000 11561.00
GEOTEXTILES | | |
0016 616-05688 803.000 TON | 85.00000 68255.00| 50.00000 40150.00| 87.00000 69861.00
RIPRAP, CLASS 1 | | |
0017 616-05689 260.000 TON | 85.00000 22100.00| 55.00000 14300.00| 101.00000 26260.00
RIPRAP, CLASS 2 | | |
0018 616-06405 33.000 TON | 80.00000 2640.00| 45.00000 1485.00| 188.00000 6204.00
RIPRAP, REVETMENT | | |
0019 628-09408 6.000 MOS | 400.00000 2400.00| 200.00000 1200.00| 500.00000 3000.00
MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 420 -3
TABULATION OF BIDS
CALL ORDER : 420 CONTRACT ID : B -31734-A COUNTIES : ALLEN NOBLE
LETTING DATE : 02/10/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT STEUBEN
====================================================================================================================================
|( 1 ) 35-1817574 |( 2 ) 35-1636776 |( 3 ) 35-1841857
|YARDBERRY LANDSCAPE |LINKEL COMPANY |CRI CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 628-09409 6.000 MOS | 150.00000 900.00| 150.00000 900.00| 500.00000 3000.00
MOBILE INTERNET SERVICE , 1 EACH | | |
0021 801-06775 LUMP | 4500.00000 4500.00| 25000.00000 25000.00| 4000.00000 4000.00
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 148,450.00| $ 192,873.00| $ 195,058.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 148,450.00| $ 192,873.00| $ 195,058.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 450 -1
VENDOR RANKING
CALL ORDER : 450 CONTRACT ID : M -31155-A COUNTIES : STATEWIDE
LETTING DATE : 02/10/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
DESCRIPTION : ROADSIDE MAINTENANCE, HERBICIDE TREATMENT COMPLETION DATE : 05/23/10
LOCATION : AT VARIOUS LOCATIONS THROUGHOUT THE SEYMOUR DISTRICT PROJECT(S) : 0800573
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1038926 TOWNSEND CORPORATION $ 220,629.75 100.0000%
2 35-1944148 DALTONS INC $ 296,430.75 134.3567%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 450 -2
TABULATION OF BIDS
CALL ORDER : 450 CONTRACT ID : M -31155-A COUNTIES : STATEWIDE
LETTING DATE : 02/10/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-1038926 |( 2 ) 35-1944148 |( )
|TOWNSEND CORPORATION |DALTONS INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ROADSIDE MAINTENANCE
| | |
0001 105-08520 2.000 EACH | 250.00000 500.00| 400.00000 800.00|
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 4.000 MOS | 450.00000 1800.00| 400.00000 1600.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0008 624-92647 6241.000 ACRE | 34.75000 216874.75| 45.75000 285525.75|
HERBICIDE TREATMENT | | |
0009 628-09408 3.000 MOS | 100.00000 300.00| 1000.00000 3000.00|
MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | |
0010 628-09409 3.000 MOS | 50.00000 150.00| 500.00000 1500.00|
MOBILE INTERNET SERVICE , 1 EACH | | |
0011 801-06775 LUMP | 1000.00000 1000.00| 4000.00000 4000.00|
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 220,629.75| $ 296,430.75| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 220,629.75| $ 296,430.75| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 460 -1
VENDOR RANKING
CALL ORDER : 460 CONTRACT ID : M -31671-A COUNTIES : GREENE
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT
DESCRIPTION : INSTITUTION AND PARK ROAD MAINTENANCE COMPLETION DATE : 05/22/10
LOCATION : ON PARK ROAD AT THE GREEN-SULLIVAN STATE FOREST PROJECT(S) : 0810029
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1357381 DAVE OMARA CONTRACTOR INC $ 207,956.00 100.0000%
2 35-2126716 WABASH VALLEY ASPHALT CO LLC $ 238,089.27 114.4902%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 460 -2
TABULATION OF BIDS
CALL ORDER : 460 CONTRACT ID : M -31671-A COUNTIES : GREENE
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-2126716 |( )
|DAVE OMARA CONTRACTOR INC |WABASH VALLEY ASPHALT CO LLC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 INSTITUTION & PARK ROAD MAINTENANCE
| | |
0001 105-06845 LUMP | 500.00000 500.00| 2730.00000 2730.00|
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0007 110-01001 LUMP | 9000.00000 9000.00| 11862.20000 11862.20|
MOBILIZATION AND DEMOBILIZATION | | |
0008 203-02000 49.000 CYS | 40.00000 1960.00| 26.73000 1309.77|
EXCAVATION, COMMON | | |
0009 211-09265 141.000 CYS | 30.00000 4230.00| 63.14000 8902.74|
STRUCTURE BACKFILL, TYPE 2 | | |
0010 303-01180 228.000 TON | 20.00000 4560.00| 52.34000 11933.52|
COMPACTED AGGREGATE, NO. 53 | | |
0011 303-60012 54.000 TON | 20.00000 1080.00| 36.36000 1963.44|
AGGREGATE, 2 | | |
0012 304-07489 62.000 TON | 100.00000 6200.00| 69.33000 4298.46|
HMA PATCHING, TYPE A | | |
0013 306-08043 1944.000 SYS | 1.00000 1944.00| 0.01000 19.44|
MILLING, TRANSITION | | |
0014 402-07432 1980.000 TON | 68.00000 134640.00| 69.33000 137273.40|
HMA SURFACE, TYPE A | | |
0015 402-07450 69.000 TON | 70.00000 4830.00| 69.33000 4783.77|
HMA WEDGE AND LEVEL, TYPE A | | |
0016 406-05520 6.000 TON | 470.00000 2820.00| 525.00000 3150.00|
ASPHALT FOR TACK COAT | | |
0017 601-06035 14.000 LFT | 55.00000 770.00| 101.27000 1417.78|
GUARDRAIL, RESET | | |
0018 616-02320 222.000 SYS | 1.75000 388.50| 5.60000 1243.20|
GEOTEXTILES | | |
0019 616-06405 51.000 TON | 26.00000 1326.00| 54.40000 2774.40|
RIPRAP, REVETMENT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 460 -3
TABULATION OF BIDS
CALL ORDER : 460 CONTRACT ID : M -31671-A COUNTIES : GREENE
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-2126716 |( )
|DAVE OMARA CONTRACTOR INC |WABASH VALLEY ASPHALT CO LLC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 616-06451 40.000 TON | 27.00000 1080.00| 64.45000 2578.00|
RIPRAP, UNIFORM | | |
0021 621-01004 2.000 EACH | 250.00000 500.00| 200.00000 400.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0022 621-06559 70.000 SYS | 6.75000 472.50| 3.00000 210.00|
MULCHED SEEDING, R | | |
0023 628-09401 6.000 MOS | 1500.00000 9000.00| 1000.00000 6000.00|
FIELD OFFICE, A | | |
0024 628-09407 6.000 MOS | 200.00000 1200.00| 250.00000 1500.00|
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0025 715-05019 93.000 LFT | 100.00000 9300.00| 233.16000 21683.88|
PIPE, TYPE 1, CIRCULAR, 36 IN. | | |
0026 715-05596 12.000 LFT | 100.00000 1200.00| 143.51000 1722.12|
PIPE EXTENSION, CIRCULAR, 18 IN. | | |
0027 715-08282 5.000 TON | 100.00000 500.00| 107.64000 538.20|
HMA FOR STRUCTURE INSTALLATION, TYPE A | | |
0028 801-03290 17.000 EACH | 150.00000 2550.00| 149.35000 2538.95|
CONSTRUCTION SIGN, C | | |
0029 801-04308 4.000 EACH | 100.00000 400.00| 99.75000 399.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0030 801-06640 58.000 EACH | 80.00000 4640.00| 78.00000 4524.00|
CONSTRUCTION SIGN, A | | |
0031 801-06775 LUMP | 1500.00000 1500.00| 900.00000 900.00|
MAINTAINING TRAFFIC | | |
0032 801-07118 170.000 LFT | 8.00000 1360.00| 8.40000 1428.00|
BARRICADE, III-A | | |
SECTION TOTALS | $ 207,956.00| $ 238,089.27| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 207,956.00| $ 238,089.27| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 470 -1
VENDOR RANKING
CALL ORDER : 470 CONTRACT ID : M -32929-A COUNTIES : VARIOUS
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT
DESCRIPTION : ROADSIDE MAINTENANCE, MOWING COMPLETION DATE : 09/25/10
LOCATION : ON US 41; SR 62; SR 66; I-164; SR 69 PROJECT(S) : 0901620
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1606893 OLCO INC $ 134,993.00 100.0000%
2 35-2045735 J & M CONTRACTING INC $ 148,300.00 109.8575%
3 35-2154772 COMPTONS MOWING SERVICE INC $ 215,202.00 159.4172%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 470 -2
TABULATION OF BIDS
CALL ORDER : 470 CONTRACT ID : M -32929-A COUNTIES : VARIOUS
LETTING DATE : 02/10/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1606893 |( 2 ) 35-2045735 |( 3 ) 35-2154772
|OLCO INC |J & M CONTRACTING INC |COMPTONS MOWING SERVICE INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ROADSIDE MAINTENANCE
| | |
0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0003 623-04884 1.000 CYCL | 25000.00000 25000.00| 25999.00000 25999.00| 30000.00000 30000.00
MOWING, CYCLE NO. 1 | | |
0004 623-04885 1.000 CYCL | 33500.00000 33500.00| 43999.00000 43999.00| 52000.00000 52000.00
MOWING, CYCLE NO. 2 | | |
0005 623-61013 9.000 CYCL | 8499.00000 76491.00| 8700.00000 78300.00| 14800.00000 133200.00
MOWING, FULL WIDTH, URBAN | | |
SECTION TOTALS | $ 134,993.00| $ 148,300.00| $ 215,202.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 134,993.00| $ 148,300.00| $ 215,202.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 500 -1
VENDOR RANKING
CALL ORDER : 500 CONTRACT ID : T -30239-A COUNTIES : FLOYD HARRISON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : SEYMOUR DISTRICT SCOTT
DESCRIPTION : LIGHTING MODERNIZATION COMPLETION DATE : 09/30/10
LOCATION : AT VARIOUS LOCATIONS WITHIN THE SEYMOUR DISTRICT PROJECT(S) : 0066145
0710870
0800320
OTHERS
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0821499 JAMES H DREW CORPORATION $ 1,064,466.00 100.0000%
2 35-1262778 MIDWESTERN ELECTRIC INC $ 1,241,825.65 116.6618%
3 06-1675328 MARTELL ELECTRIC LLC $ 1,267,608.20 119.0840%
4 38-2677797 J RANCK ELECTRIC INC $ 1,282,326.50 120.4666%
5 35-1675187 HUMMEL ELECTRIC INC $ 1,400,000.00 131.5213%
6 35-0392360 HOOSIER COMPANY INC THE $ 1,625,181.60 152.6758%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 500 -2
TABULATION OF BIDS
CALL ORDER : 500 CONTRACT ID : T -30239-A COUNTIES : FLOYD HARRISON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : SEYMOUR DISTRICT SCOTT
====================================================================================================================================
|( 1 ) 35-0821499 |( 2 ) 35-1262778 |( 3 ) 06-1675328
|JAMES H DREW CORPORATION |MIDWESTERN ELECTRIC INC |MARTELL ELECTRIC LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 LIGHTING MODERNIZATION
| | |
0001 105-06845 LUMP | 4095.00000 4095.00| 4210.00000 4210.00| 3500.00000 3500.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 200.00000 400.00| 150.00000 300.00| 50.00000 100.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 16.000 MOS | 100.00000 1600.00| 93.00000 1488.00| 50.00000 800.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0010 110-01001 LUMP | 4910.00000 4910.00| 45870.00000 45870.00| 60000.00000 60000.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 202-01300 4.000 EACH | 1890.00000 7560.00| 410.00000 1640.00| 2500.00000 10000.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0012 202-93763 73.000 EACH | 356.00000 25988.00| 322.00000 23506.00| 100.00000 7300.00
LIGHT STANDARD AND FOUNDATION, REMOVE | | |
0013 202-95579 8.000 EACH | 491.00000 3928.00| 145.00000 1160.00| 100.00000 800.00
SERVICE POINT, REMOVE | | |
0014 202-96070 10.000 EACH | 1744.00000 17440.00| 2780.00000 27800.00| 1500.00000 15000.00
HIGH MAST TOWER, REMOVE | | |
0015 203-02010 56.300 CYS | 270.00000 15201.00| 645.00000 36313.50| 600.00000 33780.00
EXCAVATION, ROCK | | |
0016 628-09402 8.000 MOS | 1681.00000 13448.00| 1920.00000 15360.00| 1200.00000 9600.00
FIELD OFFICE, B | | |
0017 628-09407 8.000 MOS | 1.00000 8.00| 200.00000 1600.00| 50.00000 400.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0018 801-03290 13.000 EACH | 205.00000 2665.00| 210.00000 2730.00| 100.00000 1300.00
CONSTRUCTION SIGN, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 500 -3
TABULATION OF BIDS
CALL ORDER : 500 CONTRACT ID : T -30239-A COUNTIES : FLOYD HARRISON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : SEYMOUR DISTRICT SCOTT
====================================================================================================================================
|( 1 ) 35-0821499 |( 2 ) 35-1262778 |( 3 ) 06-1675328
|JAMES H DREW CORPORATION |MIDWESTERN ELECTRIC INC |MARTELL ELECTRIC LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 801-06640 34.000 EACH | 121.00000 4114.00| 156.00000 5304.00| 150.00000 5100.00
CONSTRUCTION SIGN, A | | |
0020 801-06775 LUMP | 9761.00000 9761.00| 8120.00000 8120.00| 8500.00000 8500.00
MAINTAINING TRAFFIC | | |
0021 802-09838 108.000 SFT | 18.50000 1998.00| 15.00000 1620.00| 14.50000 1566.00
SIGN, SHEET, WITH LEGEND 0.080 IN. | | |
THICKNESS | | |
0022 805-06592 4439.000 LFT | 6.00000 26634.00| 15.00000 66585.00| 13.80000 61258.20
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0023 805-09240 4.000 EACH | 1890.00000 7560.00| 975.00000 3900.00| 500.00000 2000.00
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
0025 807-02191 7.000 EACH | 594.00000 4158.00| 805.00000 5635.00| 950.00000 6650.00
HANDHOLE, LIGHTING | | |
0026 807-02428 47.000 EACH | 736.00000 34592.00| 810.00000 38070.00| 850.00000 39950.00
CONCRETE FOUNDATION WITH GROUNDING, 30 | | |
IN. X 30 IN. X 96 IN. | | |
0027 807-04654 2.000 EACH | 28182.00000 56364.00| 27993.00000 55986.00| 30800.00000 61600.00
LIGHT POLE , HIGH MAST, 160 FT. E.M.H. | | |
0028 807-07580 43295.000 LFT | 6.25000 270593.75| 6.60000 285747.00| 7.00000 303065.00
WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | |
TRENCH, 4 1/C | | |
0029 807-82054 1.000 EACH | 6.25000 6.25| 1244.00000 1244.00| 3250.00000 3250.00
UNDERPASS CIRCUIT INSTALLATION, 4 | | |
LUMINAIRES | | |
0030 807-82240 2.000 EACH | 19270.00000 38540.00| 19972.00000 39944.00| 21500.00000 43000.00
LIGHT POLE, HIGH MAST, 105 FT. E.M.H. | | |
0031 807-82280 2.000 EACH | 21087.00000 42174.00| 21674.00000 43348.00| 22900.00000 45800.00
LIGHT POLE, HIGH MAST, 110 FT. E.M.H. | | |
0032 807-82320 1.000 EACH | 21087.00000 21087.00| 21784.00000 21784.00| 23000.00000 23000.00
LIGHT POLE, HIGH MAST, 115 FT. E.M.H. | | |
0033 807-82360 1.000 EACH | 21283.00000 21283.00| 21967.00000 21967.00| 23500.00000 23500.00
LIGHT POLE, HIGH MAST, 120 FT. E.M.H. | | |
0034 807-82400 2.000 EACH | 22274.00000 44548.00| 22886.00000 45772.00| 23800.00000 47600.00
LIGHT POLE, HIGH MAST, 125 FT. E.M.H. | | |
0035 807-82520 2.000 EACH | 23945.00000 47890.00| 24435.00000 48870.00| 24700.00000 49400.00
LIGHT POLE, HIGH MAST, 140 FT. E.M.H. | | |
0036 807-82560 2.000 EACH | 25525.00000 51050.00| 25953.00000 51906.00| 26800.00000 53600.00
LIGHT POLE, HIGH MAST, 145 FT. E.M.H. | | |
0037 807-84762 8.000 EACH | 1355.00000 10840.00| 1486.00000 11888.00| 1650.00000 13200.00
LIGHT POLE, 40 FT. E.M.H., 15.0 FT. | | |
MAST ARM, TRANSFORMER BASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 500 -4
TABULATION OF BIDS
CALL ORDER : 500 CONTRACT ID : T -30239-A COUNTIES : FLOYD HARRISON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : SEYMOUR DISTRICT SCOTT
====================================================================================================================================
|( 1 ) 35-0821499 |( 2 ) 35-1262778 |( 3 ) 06-1675328
|JAMES H DREW CORPORATION |MIDWESTERN ELECTRIC INC |MARTELL ELECTRIC LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 807-84814 24.000 EACH | 1388.00000 33312.00| 1510.00000 36240.00| 1680.00000 40320.00
LIGHT POLE, 42 FT. E.M.H., 15.0 FT. | | |
MAST ARM, TRANSFORMER BASE | | |
0039 807-84866 14.000 EACH | 1424.00000 19936.00| 1523.00000 21322.00| 1750.00000 24500.00
LIGHT POLE, 44 FT. E.M.H., 15.0 FT. | | |
MAST ARM, TRANSFORMER BASE | | |
0040 807-84918 1.000 EACH | 1506.00000 1506.00| 1680.00000 1680.00| 1800.00000 1800.00
LIGHT POLE, 46 FT. E.M.H., 15.0 FT. | | |
MAST ARM, TRANSFORMER BASE | | |
0041 807-86620 47.000 EACH | 221.00000 10387.00| 210.00000 9870.00| 250.00000 11750.00
LUMINAIRE, ROADWAY, HIGH PRESSURE | | |
SODIUM, 400 WATT | | |
0042 807-86665 72.000 EACH | 639.00000 46008.00| 644.00000 46368.00| 1000.00000 72000.00
LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | |
PRESSURE SODIUM | | |
0043 807-86735 4.000 EACH | 804.00000 3216.00| 792.00000 3168.00| 1000.00000 4000.00
UNDERPASS LUMINAIRE PENDANT MOUNTED 150 | | |
WATT HIGH PRESSURE SODIUM | | |
0044 807-86810 8.000 EACH | 4333.00000 34664.00| 3972.00000 31776.00| 3250.00000 26000.00
SERVICE POINT, II | | |
0045 807-86830 14.000 EACH | 5067.00000 70938.00| 8897.00000 124558.00| 7500.00000 105000.00
CONCRETE FOUNDATION WITH GROUNDING, 4 | | |
FT. DIAMETER X 20 FT. | | |
0046 807-86910 62.000 EACH | 55.50000 3441.00| 30.00000 1860.00| 24.50000 1519.00
CONNECTOR KIT, UNFUSED | | |
0047 807-86915 62.000 EACH | 53.00000 3286.00| 30.00000 1860.00| 26.00000 1612.00
CONNECTOR KIT, FUSED | | |
0048 807-86920 102.000 EACH | 36.50000 3723.00| 10.00000 1020.00| 16.50000 1683.00
MULTIPLE COMPRESSION FITTING, | | |
NON-WATERPROOFED | | |
0049 807-86925 8.000 EACH | 39.00000 312.00| 45.00000 360.00| 24.00000 192.00
MULTIPLE COMPRESSION FITTING, | | |
WATERPROOFED | | |
0050 807-86930 124.000 EACH | 39.00000 4836.00| 10.00000 1240.00| 12.00000 1488.00
INSULATION LINK, NONWATERPROOFED | | |
0051 807-86935 64.000 EACH | 39.00000 2496.00| 45.00000 2880.00| 18.00000 1152.00
INSULATION LINK, WATERPROOFED | | |
0052 807-86950 65.000 EACH | 33.00000 2145.00| 43.00000 2795.00| 40.00000 2600.00
SIGN, UNDERPASS, AND ROADWAY LIGHTING | | |
LOCATION IDENTIFICATION | | |
0053 807-86955 50.000 EACH | 116.00000 5800.00| 68.00000 3400.00| 100.00000 5000.00
CABLE DUCT MARKER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 500 -5
TABULATION OF BIDS
CALL ORDER : 500 CONTRACT ID : T -30239-A COUNTIES : FLOYD HARRISON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : SEYMOUR DISTRICT SCOTT
====================================================================================================================================
|( 1 ) 35-0821499 |( 2 ) 35-1262778 |( 3 ) 06-1675328
|JAMES H DREW CORPORATION |MIDWESTERN ELECTRIC INC |MARTELL ELECTRIC LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0054 807-87556 6470.000 LFT | 0.90000 5823.00| 0.62000 4011.40| 0.20000 1294.00
WIRE, THW OR TW, NO. 10 COPPER STRANDED | | |
0055 805-02426 4439.000 LFT | 5.00000 22195.00| 6.25000 27743.75| 7.00000 31073.00
WIRE, THW, NO. 4 CU, IN PLASTIC DUCT, | | |
IN CONDUIT, 4 1C | | |
SECTION TOTALS | $ 1,064,466.00| $ 1,241,825.65| $ 1,267,608.20
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,064,466.00| $ 1,241,825.65| $ 1,267,608.20
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 500 -6
TABULATION OF BIDS
CALL ORDER : 500 CONTRACT ID : T -30239-A COUNTIES : FLOYD HARRISON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : SEYMOUR DISTRICT SCOTT
====================================================================================================================================
|( 4 ) 38-2677797 |( 5 ) 35-1675187 |( 6 ) 35-0392360
|J RANCK ELECTRIC INC |HUMMEL ELECTRIC INC |HOOSIER COMPANY INC THE
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 LIGHTING MODERNIZATION
| | |
0001 105-06845 LUMP | 3000.00000 3000.00| 5000.00000 5000.00| 5821.00000 5821.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 300.00000 600.00| 100.00000 200.00| 102.00000 204.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 16.000 MOS | 50.00000 800.00| 80.00000 1280.00| 50.90000 814.40
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0010 110-01001 LUMP | 100000.00000 100000.00| 66137.18000 66137.18| 44973.00000 44973.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 202-01300 4.000 EACH | 150.00000 600.00| 100.00000 400.00| 509.00000 2036.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0012 202-93763 73.000 EACH | 275.00000 20075.00| 360.00000 26280.00| 735.00000 53655.00
LIGHT STANDARD AND FOUNDATION, REMOVE | | |
0013 202-95579 8.000 EACH | 200.00000 1600.00| 555.00000 4440.00| 529.00000 4232.00
SERVICE POINT, REMOVE | | |
0014 202-96070 10.000 EACH | 800.00000 8000.00| 2800.00000 28000.00| 3071.00000 30710.00
HIGH MAST TOWER, REMOVE | | |
0015 203-02010 56.300 CYS | 625.00000 35187.50| 720.00000 40536.00| 977.00000 55005.10
EXCAVATION, ROCK | | |
0016 628-09402 8.000 MOS | 600.00000 4800.00| 1200.00000 9600.00| 1426.00000 11408.00
FIELD OFFICE, B | | |
0017 628-09407 8.000 MOS | 250.00000 2000.00| 150.00000 1200.00| 204.00000 1632.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0018 801-03290 13.000 EACH | 100.00000 1300.00| 228.00000 2964.00| 199.00000 2587.00
CONSTRUCTION SIGN, C | | |
0019 801-06640 34.000 EACH | 100.00000 3400.00| 170.00000 5780.00| 137.00000 4658.00
CONSTRUCTION SIGN, A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 500 -7
TABULATION OF BIDS
CALL ORDER : 500 CONTRACT ID : T -30239-A COUNTIES : FLOYD HARRISON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : SEYMOUR DISTRICT SCOTT
====================================================================================================================================
|( 4 ) 38-2677797 |( 5 ) 35-1675187 |( 6 ) 35-0392360
|J RANCK ELECTRIC INC |HUMMEL ELECTRIC INC |HOOSIER COMPANY INC THE
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 801-06775 LUMP | 5000.00000 5000.00| 5700.00000 5700.00| 19289.00000 19289.00
MAINTAINING TRAFFIC | | |
0021 802-09838 108.000 SFT | 15.00000 1620.00| 11.62000 1254.96| 17.70000 1911.60
SIGN, SHEET, WITH LEGEND 0.080 IN. | | |
THICKNESS | | |
0022 805-06592 4439.000 LFT | 12.00000 53268.00| 15.00000 66585.00| 28.30000 125623.70
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0023 805-09240 4.000 EACH | 250.00000 1000.00| 1100.00000 4400.00| 2099.00000 8396.00
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
0025 807-02191 7.000 EACH | 750.00000 5250.00| 800.00000 5600.00| 745.00000 5215.00
HANDHOLE, LIGHTING | | |
0026 807-02428 47.000 EACH | 1000.00000 47000.00| 1092.50000 51347.50| 2991.00000 140577.00
CONCRETE FOUNDATION WITH GROUNDING, 30 | | |
IN. X 30 IN. X 96 IN. | | |
0027 807-04654 2.000 EACH | 30000.00000 60000.00| 29600.00000 59200.00| 28376.00000 56752.00
LIGHT POLE , HIGH MAST, 160 FT. E.M.H. | | |
0028 807-07580 43295.000 LFT | 7.00000 303065.00| 8.20000 355019.00| 9.60000 415632.00
WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | |
TRENCH, 4 1/C | | |
0029 807-82054 1.000 EACH | 4000.00000 4000.00| 3760.00000 3760.00| 5967.00000 5967.00
UNDERPASS CIRCUIT INSTALLATION, 4 | | |
LUMINAIRES | | |
0030 807-82240 2.000 EACH | 21000.00000 42000.00| 21630.00000 43260.00| 20116.00000 40232.00
LIGHT POLE, HIGH MAST, 105 FT. E.M.H. | | |
0031 807-82280 2.000 EACH | 22000.00000 44000.00| 22900.00000 45800.00| 21799.00000 43598.00
LIGHT POLE, HIGH MAST, 110 FT. E.M.H. | | |
0032 807-82320 1.000 EACH | 23000.00000 23000.00| 22900.00000 22900.00| 21799.00000 21799.00
LIGHT POLE, HIGH MAST, 115 FT. E.M.H. | | |
0033 807-82360 1.000 EACH | 25000.00000 25000.00| 23100.00000 23100.00| 21980.00000 21980.00
LIGHT POLE, HIGH MAST, 120 FT. E.M.H. | | |
0034 807-82400 2.000 EACH | 26000.00000 52000.00| 24090.00000 48180.00| 22897.00000 45794.00
LIGHT POLE, HIGH MAST, 125 FT. E.M.H. | | |
0035 807-82520 2.000 EACH | 28000.00000 56000.00| 25760.00000 51520.00| 25079.00000 50158.00
LIGHT POLE, HIGH MAST, 140 FT. E.M.H. | | |
0036 807-82560 2.000 EACH | 30000.00000 60000.00| 27340.00000 54680.00| 26287.00000 52574.00
LIGHT POLE, HIGH MAST, 145 FT. E.M.H. | | |
0037 807-84762 8.000 EACH | 1600.00000 12800.00| 1578.75000 12630.00| 1287.00000 10296.00
LIGHT POLE, 40 FT. E.M.H., 15.0 FT. | | |
MAST ARM, TRANSFORMER BASE | | |
0038 807-84814 24.000 EACH | 1800.00000 43200.00| 1594.30000 38263.20| 1307.00000 31368.00
LIGHT POLE, 42 FT. E.M.H., 15.0 FT. | | |
MAST ARM, TRANSFORMER BASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 500 -8
TABULATION OF BIDS
CALL ORDER : 500 CONTRACT ID : T -30239-A COUNTIES : FLOYD HARRISON
LETTING DATE : 02/10/10 10:00 AM DISTRICT : SEYMOUR DISTRICT SCOTT
====================================================================================================================================
|( 4 ) 38-2677797 |( 5 ) 35-1675187 |( 6 ) 35-0392360
|J RANCK ELECTRIC INC |HUMMEL ELECTRIC INC |HOOSIER COMPANY INC THE
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 807-84866 14.000 EACH | 1900.00000 26600.00| 1636.30000 22908.20| 1339.00000 18746.00
LIGHT POLE, 44 FT. E.M.H., 15.0 FT. | | |
MAST ARM, TRANSFORMER BASE | | |
0040 807-84918 1.000 EACH | 2100.00000 2100.00| 1755.60000 1755.60| 1411.00000 1411.00
LIGHT POLE, 46 FT. E.M.H., 15.0 FT. | | |
MAST ARM, TRANSFORMER BASE | | |
0041 807-86620 47.000 EACH | 240.00000 11280.00| 226.50000 10645.50| 228.00000 10716.00
LUMINAIRE, ROADWAY, HIGH PRESSURE | | |
SODIUM, 400 WATT | | |
0042 807-86665 72.000 EACH | 650.00000 46800.00| 722.00000 51984.00| 674.00000 48528.00
LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | |
PRESSURE SODIUM | | |
0043 807-86735 4.000 EACH | 900.00000 3600.00| 864.00000 3456.00| 949.00000 3796.00
UNDERPASS LUMINAIRE PENDANT MOUNTED 150 | | |
WATT HIGH PRESSURE SODIUM | | |
0044 807-86810 8.000 EACH | 3900.00000 31200.00| 4000.00000 32000.00| 4261.00000 34088.00
SERVICE POINT, II | | |
0045 807-86830 14.000 EACH | 5500.00000 77000.00| 9240.00000 129360.00| 9096.00000 127344.00
CONCRETE FOUNDATION WITH GROUNDING, 4 | | |
FT. DIAMETER X 20 FT. | | |
0046 807-86910 62.000 EACH | 45.00000 2790.00| 32.00000 1984.00| 46.60000 2889.20
CONNECTOR KIT, UNFUSED | | |
0047 807-86915 62.000 EACH | 50.00000 3100.00| 34.00000 2108.00| 49.10000 3044.20
CONNECTOR KIT, FUSED | | |
0048 807-86920 102.000 EACH | 25.00000 2550.00| 19.30000 1968.60| 24.50000 2499.00
MULTIPLE COMPRESSION FITTING, | | |
NON-WATERPROOFED | | |
0049 807-86925 8.000 EACH | 40.00000 320.00| 40.50000 324.00| 24.50000 196.00
MULTIPLE COMPRESSION FITTING, | | |
WATERPROOFED | | |
0050 807-86930 124.000 EACH | 65.00000 8060.00| 17.50000 2170.00| 20.10000 2492.40
INSULATION LINK, NONWATERPROOFED | | |
0051 807-86935 64.000 EACH | 75.00000 4800.00| 39.80000 2547.20| 22.60000 1446.40
INSULATION LINK, WATERPROOFED | | |
0052 807-86950 65.000 EACH | 40.00000 2600.00| 23.50000 1527.50| 82.20000 5343.00
SIGN, UNDERPASS, AND ROADWAY LIGHTING | | |
LOCATION IDENTIFICATION | | |
0053 807-86955 50.000 EACH | 100.00000 5000.00| 137.50000 6875.00| 195.00000 9750.00
CABLE DUCT MARKER | | |
0054 807-87556 6470.000 LFT | 0.60000 3882.00| 0.50000 3235.00| 0.52000 3364.40
WIRE, THW OR TW, NO. 10 COPPER STRANDED | | |
0055 805-02426 4439.000 LFT | 7.00000 31073.00| 9.04000 40128.56| 7.80000 34624.20
WIRE, THW, NO. 4 CU, IN PLASTIC DUCT, | | |
IN CONDUIT, 4 1C | | |
SECTION TOTALS | $ 1,282,326.50| $ 1,400,000.00| $ 1,625,181.60
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,282,326.50| $ 1,400,000.00| $ 1,625,181.60
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 510 -1
VENDOR RANKING
CALL ORDER : 510 CONTRACT ID : T -31999-A COUNTIES : HAMILTON MARION
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : ITS, TRAFFIC MANAGEMENT SYSTEM COMPLETION DATE : 10/31/14
LOCATION : ON I-465 AND I-69 AT VARIOUS LOCATIONS PROJECT(S) : 0900282
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0821499 JAMES H DREW CORPORATION $ 3,978,743.50 100.0000%
2 36-3097857 L & H COMPANY INC $ 4,311,905.82 108.3736%
3 38-2677797 J RANCK ELECTRIC INC $ 4,757,714.52 119.5783%
4 74-2851603 QUANTA SERVICES INC $ 5,582,708.60 140.3134%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 510 -2
TABULATION OF BIDS
CALL ORDER : 510 CONTRACT ID : T -31999-A COUNTIES : HAMILTON MARION
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-0821499 |( 2 ) 36-3097857 |( 3 ) 38-2677797
|JAMES H DREW CORPORATION |L & H COMPANY INC |J RANCK ELECTRIC INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ITS TRAFFIC MANAGEMENT SYSTEM
| | |
0001 105-06845 LUMP | 14448.00000 14448.00| 51500.00000 51500.00| 25000.00000 25000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 200.00000 400.00| 135.00000 270.00| 100.00000 200.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 120.000 MOS | 100.00000 12000.00| 52.00000 6240.00| 50.00000 6000.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 162356.00000 162356.00| 239600.00000 239600.00| 237900.00000 237900.00
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-06587 1.000 ACRE | 1680.00000 1680.00| 10000.00000 10000.00| 7000.00000 7000.00
CLEARING AND GRUBBING | | |
0011 202-74085 2.000 EACH | 1538.00000 3076.00| 1010.00000 2020.00| 1400.00000 2800.00
OVERHEAD SIGN STRUCTURE, TWIN | | |
CANTILEVER, REMOVE | | |
0012 203-02070 144.000 CYS | 78.50000 11304.00| 35.00000 5040.00| 9.50000 1368.00
BORROW | | |
0013 207-08267 186.000 SYS | 56.00000 10416.00| 16.00000 2976.00| 6.00000 1116.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0014 210-07227 42.000 EACH | 170.00000 7140.00| 168.00000 7056.00| 224.00000 9408.00
POWER SUPPLY FOR DETECTOR CARD | | |
0015 210-07739 6.000 EACH | 4788.00000 28728.00| 3950.00000 23700.00| 4579.00000 27474.00
TEMPORARY COMMUNICATIONS, WIRELESS | | |
0016 210-07809 100.000 EACH | 686.00000 68600.00| 625.00000 62500.00| 1070.00000 107000.00
FIBER GBIC CARD, MEDIUM RANGE | | |
0017 210-08571 3.000 EACH | 3397.00000 10191.00| 3580.00000 10740.00| 4090.00000 12270.00
AFP , JR | | |
0018 210-08571 23.000 EACH | 5377.00000 123671.00| 5920.00000 136160.00| 6782.00000 155986.00
AFP , PRO-AV | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 510 -3
TABULATION OF BIDS
CALL ORDER : 510 CONTRACT ID : T -31999-A COUNTIES : HAMILTON MARION
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-0821499 |( 2 ) 36-3097857 |( 3 ) 38-2677797
|JAMES H DREW CORPORATION |L & H COMPANY INC |J RANCK ELECTRIC INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 210-09258 22.000 EACH | 2303.00000 50666.00| 1250.00000 27500.00| 750.00000 16500.00
FOOTPAD , 3 SIDED | | |
0020 303-01180 450.000 TON | 62.50000 28125.00| 23.00000 10350.00| 16.50000 7425.00
COMPACTED AGGREGATE, NO. 53 | | |
0021 601-94689 1.000 EACH | 2285.00000 2285.00| 3520.00000 3520.00| 3200.00000 3200.00
GUARDRAIL END TREATMENT, OS | | |
0022 601-99105 40.000 LFT | 21.00000 840.00| 44.00000 1760.00| 43.00000 1720.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0023 603-01752 6.000 EACH | 630.00000 3780.00| 740.00000 4440.00| 1380.00000 8280.00
FENCE GATE, CHAIN LINK, 96 IN. X 5 FT. | | |
0024 603-01932 486.000 LFT | 53.00000 25758.00| 37.00000 17982.00| 55.00000 26730.00
FENCE, CHAIN LINK, 96 IN. | | |
0025 610-08446 186.000 SYS | 61.50000 11439.00| 54.00000 10044.00| 35.00000 6510.00
PCCP FOR APPROACHES, 6 IN. | | |
0026 616-02320 179.000 SYS | 10.00000 1790.00| 6.20000 1109.80| 1.50000 268.50
GEOTEXTILES | | |
0027 621-06574 540.000 SYS | 14.50000 7830.00| 13.50000 7290.00| 5.00000 2700.00
SODDING | | |
0028 628-09402 60.000 MOS | 1352.00000 81120.00| 1325.00000 79500.00| 1325.00000 79500.00
FIELD OFFICE, B | | |
0029 715-03475 2.000 EACH | 1120.00000 2240.00| 255.00000 510.00| 350.00000 700.00
SAFETY METAL END SECTION, 4:1, 15 IN. | | |
0030 715-05119 30.000 LFT | 71.50000 2145.00| 28.50000 855.00| 36.00000 1080.00
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0031 732-04985 64.000 EACH | 2725.00000 174400.00| 2625.00000 168000.00| 2600.00000 166400.00
VAULT , ATMS | | |
0032 732-09111 1.000 EACH | 1646.00000 1646.00| 2450.00000 2450.00| 2240.00000 2240.00
SERVICE , DISCONNECT, ATMS | | |
0033 801-06775 LUMP | 40800.00000 40800.00| 25000.00000 25000.00| 78200.00000 78200.00
MAINTAINING TRAFFIC | | |
0034 801-09133 8.000 EACH | 15645.00000 125160.00| 15120.00000 120960.00| 18537.00000 148296.00
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0035 802-04314 4.000 EACH | 15207.00000 60828.00| 18500.00000 74000.00| 15750.00000 63000.00
SIGN , INFORMATION PANEL, TRAVEL TIME | | |
0036 802-06402 1.000 EACH | 35650.00000 35650.00| 18500.00000 18500.00| 11500.00000 11500.00
DYNAMIC MESSAGE SIGN , STRUCTURE, | | |
FOUNDATION, TYPE C-2 | | |
0037 802-06402 2.000 EACH | 35650.00000 71300.00| 18500.00000 37000.00| 11500.00000 23000.00
DYNAMIC MESSAGE SIGN , STRUCTURE, | | |
FOUNDATION, TYPE C-3 | | |
0038 802-07061 3.000 EACH | 101585.00000 304755.00| 96500.00000 289500.00| 98000.00000 294000.00
OVERHEAD SIGN STRUCTURE, DMS BOX TRUSS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 510 -4
TABULATION OF BIDS
CALL ORDER : 510 CONTRACT ID : T -31999-A COUNTIES : HAMILTON MARION
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-0821499 |( 2 ) 36-3097857 |( 3 ) 38-2677797
|JAMES H DREW CORPORATION |L & H COMPANY INC |J RANCK ELECTRIC INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 802-09483 3.000 EACH | 90167.00000 270501.00| 68850.00000 206550.00| 87930.00000 263790.00
DMS , OVERHEAD | | |
0040 802-09483 3.000 EACH | 1538.00000 4614.00| 4850.00000 14550.00| 1850.00000 5550.00
DMS , REMOVE | | |
0041 802-09572 1248.000 SFT | 17.00000 21216.00| 20.75000 25896.00| 20.50000 25584.00
SIGN, PANEL, SHEETING TYPE IX, WITH | | |
LEGEND | | |
0042 802-09838 46.000 SFT | 110.00000 5060.00| 80.00000 3680.00| 18.75000 862.50
SIGN, SHEET, WITH LEGEND 0.080 IN. | | |
THICKNESS | | |
0043 802-76150 4.000 EACH | 25638.00000 102552.00| 10700.00000 42800.00| 13200.00000 52800.00
OVERHEAD SIGN STRUCTURE, TWIN | | |
CANTILEVER, DOUBLE ARM | | |
0044 805-02618 3444.000 LFT | 8.00000 27552.00| 8.75000 30135.00| 6.36000 21903.84
WIRE, NO. 2 COPPER, 3 1C , XHHW | | |
0045 805-02658 150.000 LFT | 4.70000 705.00| 5.50000 825.00| 3.00000 450.00
CABLE, COAXIAL | | |
0047 805-04970 842.000 EACH | 37.50000 31575.00| 10.00000 8420.00| 62.00000 52204.00
FIBER OPTIC FUSION SPLICE | | |
0048 805-04970 21.000 EACH | 534.00000 11214.00| 925.00000 19425.00| 128.00000 2688.00
FIBER OPTIC ITS DROP CABLE, 6 FIBER | | |
0049 805-04970 6.000 EACH | 1427.00000 8562.00| 3115.00000 18690.00| 1657.00000 9942.00
FIBER OPTIC PATCH PANEL ASSEMBLY | | |
0050 805-04970 19.000 EACH | 881.00000 16739.00| 850.00000 16150.00| 790.00000 15010.00
FIBER OPTIC SPLICE ENCLOSURE, | | |
UNDERGROUND | | |
0051 805-04973 120.000 LFT | 7.50000 900.00| 14.50000 1740.00| 21.00000 2520.00
CONDUIT , 2, HDPE, 2.0 IN., DIRECTIONAL | | |
DRILL | | |
0052 805-04973 2504.000 LFT | 4.80000 12019.20| 13.58000 34004.32| 4.76000 11919.04
CONDUIT , 2, HDPE, 2.0 IN., TRENCH | | |
0053 805-04973 22.000 LFT | 29.50000 649.00| 65.00000 1430.00| 60.00000 1320.00
CONDUIT , 2, PVC, 4.0 IN., DIRECTIONAL | | |
DRILL | | |
0054 805-04973 7.000 LFT | 42.00000 294.00| 68.00000 476.00| 50.00000 350.00
CONDUIT , 2, PVC, 4.0 IN., TRENCH | | |
0055 805-04973 372.000 LFT | 7.50000 2790.00| 4.97000 1848.84| 20.00000 7440.00
CONDUIT , 3, HDPE, 1.25 IN., BORE | | |
0056 805-04973 52154.000 LFT | 4.40000 229477.60| 4.97000 259205.38| 4.64000 241994.56
CONDUIT , 3, HDPE, 1.25 IN., TRENCH | | |
0057 805-04973 264.000 LFT | 4.70000 1240.80| 30.00000 7920.00| 6.00000 1584.00
CONDUIT , 3, PVC, 1.25 IN., TRENCH | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 510 -5
TABULATION OF BIDS
CALL ORDER : 510 CONTRACT ID : T -31999-A COUNTIES : HAMILTON MARION
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-0821499 |( 2 ) 36-3097857 |( 3 ) 38-2677797
|JAMES H DREW CORPORATION |L & H COMPANY INC |J RANCK ELECTRIC INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 805-04973 8458.000 LFT | 4.70000 39752.60| 2.81000 23766.98| 3.42000 28926.36
CONDUIT , HDPE, 2.0 IN., TRENCH | | |
0059 805-04973 7937.000 LFT | 8.50000 67464.50| 41.00000 325417.00| 16.00000 126992.00
CONDUIT , HDPE, 3.0 IN., TRENCH | | |
0060 805-04973 29.000 LFT | 20.50000 594.50| 66.00000 1914.00| 40.00000 1160.00
CONDUIT , PVC, 4.0 IN., TRENCH | | |
0061 805-04982 39336.000 LFT | 0.80000 31468.80| 1.35000 53103.60| 1.12000 44056.32
CABLE , HOME RUN | | |
0062 805-04982 150.000 LFT | 8.00000 1200.00| 16.00000 2400.00| 20.00000 3000.00
CABLE , SERIAL, 9 PIN | | |
0063 805-06128 5.000 EACH | 12592.00000 62960.00| 16800.00000 84000.00| 16000.00000 80000.00
CCTV ASSEMBLY | | |
0064 805-06997 5.000 EACH | 1389.00000 6945.00| 1150.00000 5750.00| 3245.00000 16225.00
CAMERA INTERFACE, RACK MOUNTED | | |
0065 805-07812 7.000 EACH | 2638.00000 18466.00| 3000.00000 21000.00| 3129.00000 21903.00
LIGHTNING PROTECTION | | |
0066 805-09343 1.000 EACH | 2638.00000 2638.00| 4000.00000 4000.00| 3483.00000 3483.00
ITS CABINET AND SOLAR ARRAY, FOUNDATION | | |
0067 805-09343 1.000 EACH | 2303.00000 2303.00| 3300.00000 3300.00| 1777.00000 1777.00
ITS CABINET SITE, REMOVE AND REINSTALL | | |
0068 805-09343 13.000 EACH | 2083.00000 27079.00| 1385.00000 18005.00| 2507.00000 32591.00
ITS CABINET SITE, REMOVE AND SALVAGE | | |
0069 805-09343 4.000 EACH | 40936.00000 163744.00| 34650.00000 138600.00| 129055.00000 516220.00
ITS CORE SWITCH | | |
0070 805-09343 23.000 EACH | 676.00000 15548.00| 590.00000 13570.00| 6256.00000 143888.00
ITS FIELD SWITCH | | |
0071 805-09343 23.000 EACH | 424.00000 9752.00| 925.00000 21275.00| 6039.00000 138897.00
ITS FIELD UPS | | |
0072 805-78790 126.000 EACH | 941.00000 118566.00| 993.00000 125118.00| 1218.00000 153468.00
LOOP DETECTOR DELAY AMPLIFIER, 4 CHANNE | | |
0073 805-92155 3444.000 LFT | 4.00000 13776.00| 1.60000 5510.40| 1.43000 4924.92
WIRE, XHHW, NO. 6 COPPER, 1/C GREEN | | |
JACKET | | |
0074 805-92512 496.000 EACH | 684.00000 339264.00| 700.00000 347200.00| 827.50000 410440.00
MICROLOOP DETECTOR | | |
0075 807-04507 1.000 EACH | 4178.00000 4178.00| 3530.00000 3530.00| 3850.00000 3850.00
TRANSFORMER , POST MOUNTED | | |
0076 807-04652 12.000 EACH | 2638.00000 31656.00| 3725.00000 44700.00| 3730.00000 44760.00
SERVICE POINT , ATMS | | |
0077 807-04652 3.000 EACH | 2142.00000 6426.00| 2620.00000 7860.00| 3085.00000 9255.00
SERVICE POINT , ATMS, DISCONNECT, | | |
UNDERGROUND | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 510 -6
TABULATION OF BIDS
CALL ORDER : 510 CONTRACT ID : T -31999-A COUNTIES : HAMILTON MARION
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-0821499 |( 2 ) 36-3097857 |( 3 ) 38-2677797
|JAMES H DREW CORPORATION |L & H COMPANY INC |J RANCK ELECTRIC INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0078 807-04652 9.000 EACH | 3188.00000 28692.00| 4280.00000 38520.00| 3085.00000 27765.00
SERVICE POINT , ATMS, UNDERGROUND | | |
0079 807-05072 2.000 EACH | 10880.00000 21760.00| 25075.00000 50150.00| 11850.00000 23700.00
TOWER , 100 FT., RELOCATE | | |
0080 807-05072 1.000 EACH | 13803.00000 13803.00| 18450.00000 18450.00| 16488.00000 16488.00
TOWER , 120 FT., INSTALL | | |
0081 807-05072 1.000 EACH | 10330.00000 10330.00| 11300.00000 11300.00| 14933.00000 14933.00
TOWER , 50 FT., MONOTUBE | | |
0082 807-05072 2.000 EACH | 23533.00000 47066.00| 41275.00000 82550.00| 20525.00000 41050.00
TOWER , 70 FT. | | |
0083 807-05072 1.000 EACH | 10880.00000 10880.00| 22985.00000 22985.00| 11858.00000 11858.00
TOWER , 70 FT., RELOCATE | | |
0084 807-05072 4.000 EACH | 11101.00000 44404.00| 16925.00000 67700.00| 7600.00000 30400.00
TOWER , FOUNDATION | | |
0085 807-78590 135.000 EACH | 896.00000 120960.00| 855.00000 115425.00| 789.00000 106515.00
HANDHOLE , ATMS | | |
0086 807-86955 82.000 EACH | 296.00000 24272.00| 110.00000 9020.00| 80.00000 6560.00
CABLE DUCT MARKER | | |
0087 809-08398 23.000 EACH | 10350.00000 238050.00| 10115.00000 232645.00| 11585.00000 266455.00
ITS CONTROLLER CABINET | | |
0088 809-08399 23.000 EACH | 2088.00000 48024.00| 2650.00000 60950.00| 1720.00000 39560.00
ITS CONTROLLER CABINET FOUNDATION | | |
0089 805-04982 111504.000 LFT | 1.50000 167256.00| 1.75000 195132.00| 1.12000 124884.48
CABLE , FIBER OPTIC, 48 F SINGLE MODE | | |
0090 805-04970 46.000 EACH | 45.50000 2093.00| 44.00000 2024.00| 65.00000 2990.00
FIBER OPTIC , PATCH CORD, LC-SC, DUPLEX | | |
5 FT. | | |
0091 805-04970 54.000 EACH | 45.50000 2457.00| 47.25000 2551.50| 94.00000 5076.00
FIBER OPTIC , PATCH CORD, LC-SC, DUPLEX | | |
15 FT. | | |
0092 805-04970 15.000 EACH | 45.50000 682.50| 44.00000 660.00| 65.00000 975.00
FIBER OPTIC , PATCH CORD, SC-SC, DUPLEX | | |
5 FT. | | |
SECTION TOTALS | $ 3,978,743.50| $ 4,311,905.82| $ 4,757,714.52
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 3,978,743.50| $ 4,311,905.82| $ 4,757,714.52
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 510 -7
TABULATION OF BIDS
CALL ORDER : 510 CONTRACT ID : T -31999-A COUNTIES : HAMILTON MARION
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 74-2851603 |( ) |( )
|QUANTA SERVICES INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ITS TRAFFIC MANAGEMENT SYSTEM
| | |
0001 105-06845 LUMP | 60000.00000 60000.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 100.00000 200.00| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 120.000 MOS | 60.00000 7200.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 256800.00000 256800.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-06587 1.000 ACRE | 1500.00000 1500.00| |
CLEARING AND GRUBBING | | |
0011 202-74085 2.000 EACH | 3000.00000 6000.00| |
OVERHEAD SIGN STRUCTURE, TWIN | | |
CANTILEVER, REMOVE | | |
0012 203-02070 144.000 CYS | 70.00000 10080.00| |
BORROW | | |
0013 207-08267 186.000 SYS | 50.00000 9300.00| |
SUBGRADE TREATMENT, TYPE IIIA | | |
0014 210-07227 42.000 EACH | 250.00000 10500.00| |
POWER SUPPLY FOR DETECTOR CARD | | |
0015 210-07739 6.000 EACH | 36000.00000 216000.00| |
TEMPORARY COMMUNICATIONS, WIRELESS | | |
0016 210-07809 100.000 EACH | 780.00000 78000.00| |
FIBER GBIC CARD, MEDIUM RANGE | | |
0017 210-08571 3.000 EACH | 4300.00000 12900.00| |
AFP , JR | | |
0018 210-08571 23.000 EACH | 6200.00000 142600.00| |
AFP , PRO-AV | | |
0019 210-09258 22.000 EACH | 1000.00000 22000.00| |
FOOTPAD , 3 SIDED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 510 -8
TABULATION OF BIDS
CALL ORDER : 510 CONTRACT ID : T -31999-A COUNTIES : HAMILTON MARION
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 74-2851603 |( ) |( )
|QUANTA SERVICES INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 303-01180 450.000 TON | 56.00000 25200.00| |
COMPACTED AGGREGATE, NO. 53 | | |
0021 601-94689 1.000 EACH | 3200.00000 3200.00| |
GUARDRAIL END TREATMENT, OS | | |
0022 601-99105 40.000 LFT | 40.00000 1600.00| |
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0023 603-01752 6.000 EACH | 1300.00000 7800.00| |
FENCE GATE, CHAIN LINK, 96 IN. X 5 FT. | | |
0024 603-01932 486.000 LFT | 52.00000 25272.00| |
FENCE, CHAIN LINK, 96 IN. | | |
0025 610-08446 186.000 SYS | 55.00000 10230.00| |
PCCP FOR APPROACHES, 6 IN. | | |
0026 616-02320 179.000 SYS | 9.00000 1611.00| |
GEOTEXTILES | | |
0027 621-06574 540.000 SYS | 4.50000 2430.00| |
SODDING | | |
0028 628-09402 60.000 MOS | 1990.00000 119400.00| |
FIELD OFFICE, B | | |
0029 715-03475 2.000 EACH | 1000.00000 2000.00| |
SAFETY METAL END SECTION, 4:1, 15 IN. | | |
0030 715-05119 30.000 LFT | 64.00000 1920.00| |
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0031 732-04985 64.000 EACH | 3300.00000 211200.00| |
VAULT , ATMS | | |
0032 732-09111 1.000 EACH | 2000.00000 2000.00| |
SERVICE , DISCONNECT, ATMS | | |
0033 801-06775 LUMP | 80000.00000 80000.00| |
MAINTAINING TRAFFIC | | |
0034 801-09133 8.000 EACH | 14000.00000 112000.00| |
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0035 802-04314 4.000 EACH | 22000.00000 88000.00| |
SIGN , INFORMATION PANEL, TRAVEL TIME | | |
0036 802-06402 1.000 EACH | 15000.00000 15000.00| |
DYNAMIC MESSAGE SIGN , STRUCTURE, | | |
FOUNDATION, TYPE C-2 | | |
0037 802-06402 2.000 EACH | 15000.00000 30000.00| |
DYNAMIC MESSAGE SIGN , STRUCTURE, | | |
FOUNDATION, TYPE C-3 | | |
0038 802-07061 3.000 EACH | 105000.00000 315000.00| |
OVERHEAD SIGN STRUCTURE, DMS BOX TRUSS | | |
0039 802-09483 3.000 EACH | 82000.00000 246000.00| |
DMS , OVERHEAD | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 510 -9
TABULATION OF BIDS
CALL ORDER : 510 CONTRACT ID : T -31999-A COUNTIES : HAMILTON MARION
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 74-2851603 |( ) |( )
|QUANTA SERVICES INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 802-09483 3.000 EACH | 5500.00000 16500.00| |
DMS , REMOVE | | |
0041 802-09572 1248.000 SFT | 24.00000 29952.00| |
SIGN, PANEL, SHEETING TYPE IX, WITH | | |
LEGEND | | |
0042 802-09838 46.000 SFT | 40.00000 1840.00| |
SIGN, SHEET, WITH LEGEND 0.080 IN. | | |
THICKNESS | | |
0043 802-76150 4.000 EACH | 30000.00000 120000.00| |
OVERHEAD SIGN STRUCTURE, TWIN | | |
CANTILEVER, DOUBLE ARM | | |
0044 805-02618 3444.000 LFT | 8.80000 30307.20| |
WIRE, NO. 2 COPPER, 3 1C , XHHW | | |
0045 805-02658 150.000 LFT | 3.50000 525.00| |
CABLE, COAXIAL | | |
0047 805-04970 842.000 EACH | 52.00000 43784.00| |
FIBER OPTIC FUSION SPLICE | | |
0048 805-04970 21.000 EACH | 1030.00000 21630.00| |
FIBER OPTIC ITS DROP CABLE, 6 FIBER | | |
0049 805-04970 6.000 EACH | 1400.00000 8400.00| |
FIBER OPTIC PATCH PANEL ASSEMBLY | | |
0050 805-04970 19.000 EACH | 1300.00000 24700.00| |
FIBER OPTIC SPLICE ENCLOSURE, | | |
UNDERGROUND | | |
0051 805-04973 120.000 LFT | 20.00000 2400.00| |
CONDUIT , 2, HDPE, 2.0 IN., DIRECTIONAL | | |
DRILL | | |
0052 805-04973 2504.000 LFT | 6.90000 17277.60| |
CONDUIT , 2, HDPE, 2.0 IN., TRENCH | | |
0053 805-04973 22.000 LFT | 29.00000 638.00| |
CONDUIT , 2, PVC, 4.0 IN., DIRECTIONAL | | |
DRILL | | |
0054 805-04973 7.000 LFT | 12.00000 84.00| |
CONDUIT , 2, PVC, 4.0 IN., TRENCH | | |
0055 805-04973 372.000 LFT | 20.00000 7440.00| |
CONDUIT , 3, HDPE, 1.25 IN., BORE | | |
0056 805-04973 52154.000 LFT | 4.60000 239908.40| |
CONDUIT , 3, HDPE, 1.25 IN., TRENCH | | |
0057 805-04973 264.000 LFT | 6.50000 1716.00| |
CONDUIT , 3, PVC, 1.25 IN., TRENCH | | |
0058 805-04973 8458.000 LFT | 5.80000 49056.40| |
CONDUIT , HDPE, 2.0 IN., TRENCH | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 510 -10
TABULATION OF BIDS
CALL ORDER : 510 CONTRACT ID : T -31999-A COUNTIES : HAMILTON MARION
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 74-2851603 |( ) |( )
|QUANTA SERVICES INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0059 805-04973 7937.000 LFT | 24.00000 190488.00| |
CONDUIT , HDPE, 3.0 IN., TRENCH | | |
0060 805-04973 29.000 LFT | 10.00000 290.00| |
CONDUIT , PVC, 4.0 IN., TRENCH | | |
0061 805-04982 39336.000 LFT | 1.70000 66871.20| |
CABLE , HOME RUN | | |
0062 805-04982 150.000 LFT | 6.00000 900.00| |
CABLE , SERIAL, 9 PIN | | |
0063 805-06128 5.000 EACH | 28000.00000 140000.00| |
CCTV ASSEMBLY | | |
0064 805-06997 5.000 EACH | 1600.00000 8000.00| |
CAMERA INTERFACE, RACK MOUNTED | | |
0065 805-07812 7.000 EACH | 8400.00000 58800.00| |
LIGHTNING PROTECTION | | |
0066 805-09343 1.000 EACH | 1600.00000 1600.00| |
ITS CABINET AND SOLAR ARRAY, FOUNDATION | | |
0067 805-09343 1.000 EACH | 2500.00000 2500.00| |
ITS CABINET SITE, REMOVE AND REINSTALL | | |
0068 805-09343 13.000 EACH | 1500.00000 19500.00| |
ITS CABINET SITE, REMOVE AND SALVAGE | | |
0069 805-09343 4.000 EACH | 41000.00000 164000.00| |
ITS CORE SWITCH | | |
0070 805-09343 23.000 EACH | 4100.00000 94300.00| |
ITS FIELD SWITCH | | |
0071 805-09343 23.000 EACH | 4000.00000 92000.00| |
ITS FIELD UPS | | |
0072 805-78790 126.000 EACH | 1000.00000 126000.00| |
LOOP DETECTOR DELAY AMPLIFIER, 4 CHANNE | | |
0073 805-92155 3444.000 LFT | 3.00000 10332.00| |
WIRE, XHHW, NO. 6 COPPER, 1/C GREEN | | |
JACKET | | |
0074 805-92512 496.000 EACH | 770.00000 381920.00| |
MICROLOOP DETECTOR | | |
0075 807-04507 1.000 EACH | 6800.00000 6800.00| |
TRANSFORMER , POST MOUNTED | | |
0076 807-04652 12.000 EACH | 9000.00000 108000.00| |
SERVICE POINT , ATMS | | |
0077 807-04652 3.000 EACH | 10000.00000 30000.00| |
SERVICE POINT , ATMS, DISCONNECT, | | |
UNDERGROUND | | |
0078 807-04652 9.000 EACH | 11000.00000 99000.00| |
SERVICE POINT , ATMS, UNDERGROUND | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/31/10
PAGE : 510 -11
TABULATION OF BIDS
CALL ORDER : 510 CONTRACT ID : T -31999-A COUNTIES : HAMILTON MARION
LETTING DATE : 02/10/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 74-2851603 |( ) |( )
|QUANTA SERVICES INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0079 807-05072 2.000 EACH | 38000.00000 76000.00| |
TOWER , 100 FT., RELOCATE | | |
0080 807-05072 1.000 EACH | 32000.00000 32000.00| |
TOWER , 120 FT., INSTALL | | |
0081 807-05072 1.000 EACH | 17000.00000 17000.00| |
TOWER , 50 FT., MONOTUBE | | |
0082 807-05072 2.000 EACH | 26000.00000 52000.00| |
TOWER , 70 FT. | | |
0083 807-05072 1.000 EACH | 37000.00000 37000.00| |
TOWER , 70 FT., RELOCATE | | |
0084 807-05072 4.000 EACH | 36000.00000 144000.00| |
TOWER , FOUNDATION | | |
0085 807-78590 135.000 EACH | 1450.00000 195750.00| |
HANDHOLE , ATMS | | |
0086 807-86955 82.000 EACH | 270.00000 22140.00| |
CABLE DUCT MARKER | | |
0087 809-08398 23.000 EACH | 12800.00000 294400.00| |
ITS CONTROLLER CABINET | | |
0088 809-08399 23.000 EACH | 2400.00000 55200.00| |
ITS CONTROLLER CABINET FOUNDATION | | |
0089 805-04982 111504.000 LFT | 2.70000 301060.80| |
CABLE , FIBER OPTIC, 48 F SINGLE MODE | | |
0090 805-04970 46.000 EACH | 50.00000 2300.00| |
FIBER OPTIC , PATCH CORD, LC-SC, DUPLEX | | |
5 FT. | | |
0091 805-04970 54.000 EACH | 50.00000 2700.00| |
FIBER OPTIC , PATCH CORD, LC-SC, DUPLEX | | |
15 FT. | | |
0092 805-04970 15.000 EACH | 50.00000 750.00| |
FIBER OPTIC , PATCH CORD, SC-SC, DUPLEX | | |
5 FT. | | |
SECTION TOTALS | $ 5,582,708.60| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 5,582,708.60| $ 0.00| $
====================================================================================================================================