INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 170 -1
VENDOR RANKING
CALL ORDER : 170 CONTRACT ID : IR-31322-A COUNTIES : HAMILTON MARION
LETTING DATE : 04/15/09 10:00 AM DISTRICT : 63
CONTRACT TIME : 11/14/09 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0800304
0800306
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0918397 RIETH RILEY CONSTRUCTION $ 8,015,565.00 98.9943%
2 35-1917625 MILESTONE CONTRACTORS LP $ 8,097,000.00 100.0000%
3 31-4351261 SHELLY & SANDS INC $ 8,112,026.88 100.1856%
4 35-1139301 E & B PAVING INC $ 8,166,982.86 100.8643%
5 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 8,790,500.00 108.5649%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 170 -2
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 170 CONTRACT ID : IR-31322-A COUNTIES : HAMILTON MARION
LETTING DATE : 04/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1917625 |( 3 ) 31-4351261
|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS LP |SHELLY & SANDS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ADDED TRAVEL LANES
| | |
0001 105-06845 LUMP | 38100.00000 38100.00| 40000.00000 40000.00| 56000.00000 56000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 3.000 EACH | 98.83000 296.49| 136.03000 408.09| 105.00000 315.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 36.000 MOS | 98.83000 3557.88| 79.35000 2856.60| 84.00000 3024.00
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 | 331056.74000 331056.74| 385617.71000 385617.71| 203712.00000 203712.00
MOBILIZATION AND DEMOBILIZATION | | |
0013 201-52370 LUMP | 40000.00000 40000.00| 75000.00000 75000.00| 31000.00000 31000.00
CLEARING RIGHT OF WAY | | |
0014 202-01300 2.000 EACH | 2381.46000 4762.92| 2400.00000 4800.00| 2500.00000 5000.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0015 202-02241 519.000 LFT | 4.00000 2076.00| 4.00000 2076.00| 4.00000 2076.00
GUARDRAIL, REMOVE | | |
0016 202-02279 395.000 LFT | 8.02000 3167.90| 2.00000 790.00| 4.00000 1580.00
CURB AND GUTTER, REMOVE | | |
0017 202-03783 4.000 EACH | 291.85000 1167.40| 292.00000 1168.00| 1911.00000 7644.00
SIGN, PANEL, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 170 -3
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 170 CONTRACT ID : IR-31322-A COUNTIES : HAMILTON MARION
LETTING DATE : 04/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1917625 |( 3 ) 31-4351261
|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS LP |SHELLY & SANDS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 202-04089 54.000 EACH | 58.37000 3151.98| 59.00000 3186.00| 160.00000 8640.00
SIGN, SHEET, REMOVE | | |
0019 202-52710 75.000 SYS | 9.18000 688.50| 7.00000 525.00| 28.00000 2100.00
SIDEWALK, CONCRETE, REMOVE | | |
0020 202-60815 20.000 LFT | 19.32000 386.40| 30.00000 600.00| 19.00000 380.00
CENTER CURB, REMOVE | | |
0021 202-74050 13.000 EACH | 291.85000 3794.05| 292.00000 3796.00| 942.00000 12246.00
SIGN, OVERHEAD, REMOVE | | |
0022 202-74055 3.000 EACH | 3134.77000 9404.31| 3600.00000 10800.00| 4100.00000 12300.00
OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | |
REMOVE | | |
0023 203-02000 28944.000 CYS | 10.56000 305648.64| 10.00000 289440.00| 12.00000 347328.00
EXCAVATION, COMMON | | |
0025 205-02770 6385.000 SYS | 1.00000 6385.00| 1.00000 6385.00| 1.00000 6385.00
EROSION CONTROL BLANKET | | |
0026 205-03371 10.000 CYS | 99.41000 994.10| 15.00000 150.00| 59.00000 590.00
SEDIMENT, REMOVE | | |
0027 205-06931 24.000 TON | 79.98000 1919.52| 34.00000 816.00| 78.00000 1872.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0028 205-06933 102.000 EACH | 77.00000 7854.00| 77.00000 7854.00| 142.00000 14484.00
TEMPORARY DITCH INLET PROTECTION | | |
0029 205-06934 10.000 TON | 417.00000 4170.00| 417.00000 4170.00| 440.00000 4400.00
TEMPORARY MULCHING | | |
0030 205-06937 23612.000 LFT | 1.10000 25973.20| 1.10000 25973.20| 1.00000 23612.00
TEMPORARY SILT FENCE | | |
0031 205-09543 300.000 TON | 23.05000 6915.00| 14.00000 4200.00| 33.00000 9900.00
NO 2 STONE | | |
0032 207-08263 59360.000 SYS | 12.02000 713507.20| 9.00000 534240.00| 10.80000 641088.00
SUBGRADE TREATMENT, TYPE IA , MODIFIED | | |
0033 211-09264 38.000 CYS | 20.99000 797.62| 16.00000 608.00| 64.00000 2432.00
STRUCTURE BACKFILL, TYPE 1 | | |
0034 211-09265 48.000 CYS | 37.31000 1790.88| 25.00000 1200.00| 55.00000 2640.00
STRUCTURE BACKFILL, TYPE 2 | | |
0035 303-01180 1050.000 TON | 20.06000 21063.00| 18.00000 18900.00| 33.00000 34650.00
COMPACTED AGGREGATE, NO. 53 | | |
0036 306-08034 119979.000 SYS | 0.67000 80385.93| 0.55000 65988.45| 1.00000 119979.00
MILLING, ASPHALT, 1 1/2 IN. | | |
0037 306-08042 7635.000 SYS | 1.30000 9925.50| 0.50000 3817.50| 2.00000 15270.00
MILLING, SCARIFICATION/PROFILE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 170 -4
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 170 CONTRACT ID : IR-31322-A COUNTIES : HAMILTON MARION
LETTING DATE : 04/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1917625 |( 3 ) 31-4351261
|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS LP |SHELLY & SANDS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 306-08043 1854.000 SYS | 1.35000 2502.90| 0.55000 1019.70| 4.00000 7416.00
MILLING, TRANSITION | | |
0039 401-06264 LUMP | 2544.70000 2544.70| 4000.00000 4000.00| 6000.00000 6000.00
PROFILOGRAPH, HMA | | |
0040 401-07337 14695.000 TON | 75.62000 1111235.90| 76.00000 1116820.00| 70.00000 1028650.00
QC/QA-HMA, 5, 76, SURFACE, 9.5 mm | | |
0041 401-07405 6765.000 TON | 55.68000 376675.20| 59.00000 399135.00| 49.00000 331485.00
QC/QA-HMA, 5, 76, INTERMEDIATE, 19.0 mm | | |
0042 401-07410 27855.000 TON | 45.75000 1274366.25| 47.00000 1309185.00| 44.00000 1225620.00
QC/QA-HMA, 5, 64, BASE, 25.0 mm | | |
0043 401-07430 15840.000 TON | 48.68000 771091.20| 52.00000 823680.00| 55.00000 871200.00
QC/QA-HMA, 5, 76, INTERMEDIATE, OG25.0 | | |
mm | | |
0045 406-05520 96.000 TON | 593.00000 56928.00| 540.00000 51840.00| 500.00000 48000.00
ASPHALT FOR TACK COAT | | |
0046 601-02103 106.000 LFT | 18.50000 1961.00| 19.00000 2014.00| 19.00000 2014.00
GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | |
IN. SPACING | | |
0047 601-05999 6.000 EACH | 36.00000 216.00| 36.00000 216.00| 38.00000 228.00
CURVED TERMINAL END | | |
0048 601-08182 3565.000 LFT | 24.00000 85560.00| 24.00000 85560.00| 25.00000 89125.00
GUARDRAIL, THRIE BEAM | | |
0049 601-08182 338.000 LFT | 37.50000 12675.00| 38.00000 12844.00| 40.00000 13520.00
GUARDRAIL, THRIE BEAM , 3'-1.5" SPACING | | |
0050 601-08183 3763.000 LFT | 39.00000 146757.00| 39.00000 146757.00| 40.00000 150520.00
GUARDRAIL, THRIE BEAM, DOUBLE FACED | | |
0051 601-08186 6.000 EACH | 3335.00000 20010.00| 3335.00000 20010.00| 3500.00000 21000.00
GUARDRAIL TRANSITION, TTT | | |
0052 601-08187 4.000 EACH | 840.00000 3360.00| 840.00000 3360.00| 886.00000 3544.00
GUARDRAIL TRANSITION, WGT | | |
0053 601-08434 1.000 EACH | 600.00000 600.00| 600.00000 600.00| 633.00000 633.00
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 2 | | |
0054 601-08436 1.000 EACH | 1400.00000 1400.00| 1400.00000 1400.00| 1477.00000 1477.00
GUARDRAIL END TREATMENT, TYPE MS, SPARE | | |
PARTS PACKAGE, STAGE 2 | | |
0055 601-94689 3.000 EACH | 2365.00000 7095.00| 2365.00000 7095.00| 2400.00000 7200.00
GUARDRAIL END TREATMENT, OS | | |
0056 601-94690 2.000 EACH | 3660.00000 7320.00| 3660.00000 7320.00| 3862.00000 7724.00
GUARDRAIL END TREATMENT, MS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 170 -5
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 170 CONTRACT ID : IR-31322-A COUNTIES : HAMILTON MARION
LETTING DATE : 04/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1917625 |( 3 ) 31-4351261
|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS LP |SHELLY & SANDS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 601-99105 500.000 LFT | 15.60000 7800.00| 16.00000 8000.00| 16.00000 8000.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0058 602-06944 530.000 LFT | 71.05000 37656.50| 50.00000 26500.00| 73.00000 38690.00
BARRIER, CONCRETE, 33 IN. | | |
0059 604-07900 25.000 SYS | 82.54000 2063.50| 172.00000 4300.00| 120.00000 3000.00
CURB RAMP, CONCRETE, F , MODIFIED | | |
0060 604-91531 60.000 SYS | 32.11000 1926.60| 73.00000 4380.00| 48.00000 2880.00
SIDEWALK, CONCRETE, 4 IN. | | |
0061 605-06140 335.000 LFT | 22.32000 7477.20| 26.00000 8710.00| 28.00000 9380.00
CURB AND GUTTER, CONCRETE | | |
0064 616-02320 224.000 SYS | 1.20000 268.80| 2.00000 448.00| 0.80000 179.20
GEOTEXTILES | | |
0065 616-06405 178.000 TON | 28.66000 5101.48| 31.00000 5518.00| 28.00000 4984.00
RIPRAP, REVETMENT | | |
0066 621-01004 4.000 EACH | 513.00000 2052.00| 514.00000 2056.00| 541.00000 2164.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0067 621-06545 2.200 TON | 1094.00000 2406.80| 1095.00000 2409.00| 1154.00000 2538.80
FERTILIZER | | |
0068 621-06553 950.000 LBS | 21.26000 20197.00| 2.35000 2232.50| 3.00000 2850.00
SEED MIXTURE, R | | |
0069 621-06565 11.100 TON | 356.00000 3951.60| 356.00000 3951.60| 375.00000 4162.50
MULCHING MATERIAL | | |
0070 621-06567 230.000 kGAL | 1.00000 230.00| 1.00000 230.00| 1.00000 230.00
WATER | | |
0071 621-06574 4421.000 SYS | 3.69000 16313.49| 3.25000 14368.25| 2.68000 11848.28
SODDING | | |
0072 627-09331 1.000 EACH | 6300.00000 6300.00| 6300.00000 6300.00| 6650.00000 6650.00
SAFETY TERMINAL, TYPE TL-4 | | |
0073 628-09402 12.000 MOS | 2174.31000 26091.72| 2200.00000 26400.00| 1352.00000 16224.00
FIELD OFFICE, B | | |
0074 628-09407 12.000 MOS | 221.38000 2656.56| 425.00000 5100.00| 226.00000 2712.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0075 702-90915 1689.000 CYS | 90.23000 152398.47| 76.00000 128364.00| 121.00000 204369.00
CONCRETE, A | | |
0076 715-04612 2690.000 LFT | 48.33000 130007.70| 49.00000 131810.00| 43.00000 115670.00
PIPE , SLOTTED DRAIN, 15" | | |
0077 715-05048 2628.000 LFT | 5.01000 13166.28| 6.00000 15768.00| 6.00000 15768.00
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 170 -6
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 170 CONTRACT ID : IR-31322-A COUNTIES : HAMILTON MARION
LETTING DATE : 04/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1917625 |( 3 ) 31-4351261
|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS LP |SHELLY & SANDS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0078 715-05053 74.000 LFT | 11.30000 836.20| 30.00000 2220.00| 22.00000 1628.00
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0079 715-05149 15.000 LFT | 46.07000 691.05| 450.00000 6750.00| 50.00000 750.00
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0080 715-05422 11191.000 LFT | 46.06000 515457.46| 48.00000 537168.00| 36.00000 402876.00
PIPE, SLOTTED DRAIN, 12 IN. | | |
0081 718-06532 3000.000 LFT | 0.85000 2550.00| 0.85000 2550.00| 0.90000 2700.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0082 718-52610 1835.000 CYS | 42.01000 77088.35| 40.00000 73400.00| 32.00000 58720.00
AGGREGATE FOR UNDERDRAINS | | |
0083 720-08628 16.000 EACH | 699.98000 11199.68| 600.00000 9600.00| 1368.00000 21888.00
SLOTTED DRAIN PIPE CLEANOUT PORT, TYPE | | |
II | | |
0084 720-44000 72.000 EACH | 270.81000 19498.32| 215.00000 15480.00| 317.00000 22824.00
CASTING, ADJUST TO GRADE | | |
0085 720-45041 1.000 EACH | 2576.59000 2576.59| 1700.00000 1700.00| 3615.00000 3615.00
INLET, H5 | | |
0086 720-45070 8.000 EACH | 1738.05000 13904.40| 1700.00000 13600.00| 2290.00000 18320.00
INLET, P12A | | |
0087 720-98174 2.000 EACH | 1769.73000 3539.46| 2000.00000 4000.00| 2625.00000 5250.00
INLET, B15 | | |
0088 801-03290 8.000 EACH | 150.00000 1200.00| 177.00000 1416.00| 158.00000 1264.00
CONSTRUCTION SIGN, C | | |
0089 801-09282 204.000 SFT | 18.24000 3720.96| 19.00000 3876.00| 22.00000 4488.00
TEMPORARY PANEL SIGNS | | |
0090 801-06202 54.000 LFT | 32.04000 1730.16| 32.05000 1730.70| 52.00000 2808.00
TEMPORARY PANEL SIGN SUPPORTS | | |
0091 801-06203 32200.000 LFT | 0.12000 3864.00| 0.16000 5152.00| 0.13000 4186.00
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0092 801-06204 12100.000 LFT | 0.12000 1452.00| 0.19000 2299.00| 0.13000 1573.00
TEMPORARY PAVEMENT MARKING, 5 IN. | | |
0093 801-06207 1000.000 LFT | 1.00000 1000.00| 3.43000 3430.00| 4.00000 4000.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0094 801-06640 70.000 EACH | 102.00000 7140.00| 117.00000 8190.00| 107.00000 7490.00
CONSTRUCTION SIGN, A | | |
0095 801-06645 5.000 EACH | 50.00000 250.00| 57.00000 285.00| 52.00000 260.00
CONSTRUCTION SIGN, B | | |
0096 801-06710 120.000 DAY | 6.50000 780.00| 10.00000 1200.00| 6.86000 823.20
FLASHING ARROW SIGN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 170 -7
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 170 CONTRACT ID : IR-31322-A COUNTIES : HAMILTON MARION
LETTING DATE : 04/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1917625 |( 3 ) 31-4351261
|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS LP |SHELLY & SANDS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0097 801-06775 LUMP | 29093.75000 29093.75| 90000.00000 90000.00| 130000.00000 130000.00
MAINTAINING TRAFFIC | | |
0098 801-07119 144.000 LFT | 9.50000 1368.00| 22.00000 3168.00| 10.00000 1440.00
BARRICADE, III-B | | |
0099 801-08401 5835.000 LFT | 30.64000 178784.40| 25.00000 145875.00| 30.00000 175050.00
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0100 801-09133 4.000 EACH | 3900.00000 15600.00| 6100.00000 24400.00| 4115.00000 16460.00
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0102 802-05702 443.000 LFT | 12.01000 5320.43| 12.05000 5338.15| 16.00000 7088.00
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0103 802-05704 156.000 LFT | 10.14000 1581.84| 10.15000 1583.40| 18.00000 2808.00
SIGN POST, SQUARE, 1, UNREINFORCED | | |
ANCHOR BASE | | |
0104 802-07151 8.000 EACH | 174.61000 1396.88| 175.00000 1400.00| 317.00000 2536.00
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, VII | | |
0106 802-09221 3.000 EACH | 64249.02000 192747.06| 64250.00000 192750.00| 63446.00000 190338.00
BOX TRUSS SIGN STRUCTURE, TYPE A | | |
0107 802-09535 2.000 EACH | 12468.65000 24937.30| 12300.00000 24600.00| 8699.00000 17398.00
SIGN BOX TRUSS STRUCTURE FOUNDATION AT | | |
33 IN. CONCRETE BARRIER WALL | | |
0108 802-09537 6.000 EACH | 12578.65000 75471.90| 12400.00000 74400.00| 11768.00000 70608.00
SIGN BOX TRUSS STRUCTURE FOUNDATION AT | | |
36 IN. , MEDIAN AND SHOULDER | | |
0109 802-09572 3794.000 SFT | 15.69000 59527.86| 15.70000 59565.80| 19.00000 72086.00
SIGN, PANEL, SHEETING TYPE IX, WITH | | |
LEGEND | | |
0110 802-09577 2.000 EACH | 48913.14000 97826.28| 48920.00000 97840.00| 48000.00000 96000.00
OVERHEAD SIGN STRUCTURE, CANTILEVER, | | |
TYPE E | | |
0111 802-09581 2.000 EACH | 6111.77000 12223.54| 6112.00000 12224.00| 7740.00000 15480.00
CANTILEVER SIGN SUPPORT FOUNDATION, | | |
DRILLED SHAFT, 36 IN. | | |
0112 802-76025 17.000 SFT | 16.61000 282.37| 17.00000 289.00| 19.00000 323.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0113 802-76035 142.000 SFT | 17.16000 2436.72| 18.00000 2556.00| 17.00000 2414.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 170 -8
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 170 CONTRACT ID : IR-31322-A COUNTIES : HAMILTON MARION
LETTING DATE : 04/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1917625 |( 3 ) 31-4351261
|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS LP |SHELLY & SANDS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0114 802-76095 1771.000 LBS | 2.64000 4675.44| 2.75000 4870.25| 3.00000 5313.00
STRUCTURAL STEEL, BREAKAWAY | | |
0115 805-01161 11.000 EACH | 390.39000 4294.29| 391.00000 4301.00| 500.00000 5500.00
LOOP DETECTOR, INDUCTIVE, 4 CHANNEL, | | |
AMPLIFIER AND HARNESS | | |
0116 805-01842 5.000 EACH | 891.13000 4455.65| 900.00000 4500.00| 1116.00000 5580.00
HANDHOLE, SIGNAL | | |
0117 805-01879 1.000 EACH | 891.13000 891.13| 900.00000 900.00| 708.00000 708.00
SIGNAL SERVICE, INSTALL | | |
0118 805-02087 LUMP | 712.10000 712.10| 715.00000 715.00| 670.00000 670.00
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
0119 805-02152 2.000 EACH | 490.06000 980.12| 500.00000 1000.00| 648.00000 1296.00
PEDESTRIAN SIGNAL HEAD WITH | | |
INTERNATIONAL SYMBOLS, 18 IN. | | |
0120 805-02373 950.000 LFT | 2.86000 2717.00| 3.00000 2850.00| 3.00000 2850.00
INTERCONNECT CABLE, FIBER OPTIC | | |
0121 805-03985 525.000 LFT | 1.24000 651.00| 1.25000 656.25| 2.00000 1050.00
DETECTOR CABLE 3C 20GA. | | |
0122 805-05406 2.000 EACH | 8385.01000 16770.02| 8386.00000 16772.00| 31697.00000 63394.00
DATA COLLECTION SITE , 7 LANE | | |
0123 805-06592 1135.000 LFT | 13.89000 15765.15| 14.00000 15890.00| 20.00000 22700.00
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0124 805-09462 1.000 EACH | 25423.85000 25423.85| 25500.00000 25500.00| 67451.00000 67451.00
DATA COLLECTION SITE, 11 LANE | | |
0125 805-78109 1.000 EACH | 17054.51000 17054.51| 17100.00000 17100.00| 18000.00000 18000.00
CONTROLLER AND CABINET, SECONDARY, MENU | | |
DRIVEN, 8 PHASE | | |
0126 805-78205 9.000 EACH | 646.76000 5820.84| 650.00000 5850.00| 682.00000 6138.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0127 805-78215 2.000 EACH | 591.76000 1183.52| 600.00000 1200.00| 630.00000 1260.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER ARROW, GREEN ARROW | | |
0129 805-78415 3.000 EACH | 2699.02000 8097.06| 2700.00000 8100.00| 2800.00000 8400.00
SPAN, CATENARY, AND TETHER | | |
0130 805-78420 3.000 EACH | 223.37000 670.11| 225.00000 675.00| 280.00000 840.00
DISCONNECT HANGER | | |
0131 805-78467 50.000 LFT | 2.23000 111.50| 2.25000 112.50| 4.50000 225.00
SIGNAL CABLE, 3C 8GA. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 170 -9
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 170 CONTRACT ID : IR-31322-A COUNTIES : HAMILTON MARION
LETTING DATE : 04/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1917625 |( 3 ) 31-4351261
|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS LP |SHELLY & SANDS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0132 805-78470 6880.000 LFT | 0.57000 3921.60| 0.60000 4128.00| 0.20000 1376.00
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0133 805-78480 1045.000 LFT | 1.02000 1065.90| 1.05000 1097.25| 2.72000 2842.40
SIGNAL CABLE, 3C 14GA. | | |
0134 805-78485 1230.000 LFT | 1.24000 1525.20| 1.25000 1537.50| 3.00000 3690.00
SIGNAL CABLE, 5C 14GA. | | |
0135 805-78490 845.000 LFT | 1.46000 1233.70| 1.50000 1267.50| 3.00000 2535.00
SIGNAL CABLE, 7C 14GA. | | |
0136 805-78510 16045.000 LFT | 0.86000 13798.70| 0.90000 14440.50| 2.00000 32090.00
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0137 805-78785 10.000 EACH | 910.10000 9101.00| 911.00000 9110.00| 1034.00000 10340.00
SIGNAL DETECTOR HOUSING | | |
0138 805-78795 2395.000 LFT | 7.82000 18728.90| 7.90000 18920.50| 8.00000 19160.00
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0139 805-78925 1.000 EACH | 1097.10000 1097.10| 1100.00000 1100.00| 1800.00000 1800.00
CONTROLLER CABINET FOUNDATION, P1 | | |
0140 805-81060 3.000 EACH | 4719.13000 14157.39| 4720.00000 14160.00| 4300.00000 12900.00
SIGNAL STRAIN POLE, STEEL, 36 FT. | | |
0141 805-86890 440.000 LFT | 0.80000 352.00| 0.80000 352.00| 0.50000 220.00
POLE CIRCUIT CABLE, 1C NO. 10 THW OR TW | | |
STRANDED COPPER | | |
0142 805-98540 3.000 EACH | 2414.21000 7242.63| 2420.00000 7260.00| 2042.00000 6126.00
FOUNDATION AND ANCHOR BOLTS FOR STRAIN | | |
POLE | | |
0143 807-02191 1.000 EACH | 599.74000 599.74| 600.00000 600.00| 1039.00000 1039.00
HANDHOLE, LIGHTING | | |
0144 807-02428 4.000 EACH | 845.22000 3380.88| 850.00000 3400.00| 1076.00000 4304.00
CONCRETE FOUNDATION WITH GROUNDING, 30 | | |
IN. X 30 IN. X 96 IN. | | |
0145 807-03934 4.000 EACH | 361.89000 1447.56| 362.00000 1448.00| 408.00000 1632.00
LIGHT STRUCTURE, REMOVE | | |
0146 807-07580 1555.000 LFT | 11.20000 17416.00| 11.20000 17416.00| 11.00000 17105.00
WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | |
TRENCH, 4 1/C | | |
0148 807-86910 12.000 EACH | 54.15000 649.80| 55.00000 660.00| 46.00000 552.00
CONNECTOR KIT, UNFUSED | | |
0149 807-86915 12.000 EACH | 51.95000 623.40| 52.00000 624.00| 48.00000 576.00
CONNECTOR KIT, FUSED | | |
0150 807-86925 34.000 EACH | 37.65000 1280.10| 38.00000 1292.00| 22.00000 748.00
MULTIPLE COMPRESSION FITTING, | | |
WATERPROOFED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 170 -10
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 170 CONTRACT ID : IR-31322-A COUNTIES : HAMILTON MARION
LETTING DATE : 04/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1917625 |( 3 ) 31-4351261
|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS LP |SHELLY & SANDS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0151 807-86935 36.000 EACH | 37.65000 1355.40| 38.00000 1368.00| 20.00000 720.00
INSULATION LINK, WATERPROOFED | | |
0152 807-86955 4.000 EACH | 204.74000 818.96| 205.00000 820.00| 228.00000 912.00
CABLE DUCT MARKER | | |
0154 808-01045 100.000 LFT | 2.00000 200.00| 1.50000 150.00| 2.00000 200.00
LINE, THERMOPLASTIC, DOTTED, YELLOW, 4 | | |
IN., 2 FT. LINE, 4 FT. GAP | | |
0155 808-03002 205.000 LFT | 0.26000 53.30| 0.60000 123.00| 0.27000 55.35
LINE, EPOXY, BROKEN, WHITE, 4 IN. | | |
0156 808-03631 520.000 LFT | 0.26000 135.20| 0.60000 312.00| 0.27000 140.40
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |
0157 808-03632 810.000 LFT | 0.26000 210.60| 0.60000 486.00| 0.27000 218.70
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
0158 808-05534 150.000 LFT | 0.45000 67.50| 1.00000 150.00| 0.47000 70.50
LINE, EPOXY, SOLID, WHITE, 8 IN. | | |
0159 808-05929 270.000 LFT | 2.00000 540.00| 1.50000 405.00| 2.11000 569.70
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 8 IN. | | |
0160 808-06701 1635.000 LFT | 0.27000 441.45| 0.32000 523.20| 0.28000 457.80
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0161 808-06702 18800.000 LFT | 0.29000 5452.00| 0.40000 7520.00| 0.31000 5828.00
LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | |
IN. | | |
0162 808-06703 22750.000 LFT | 0.27000 6142.50| 0.32000 7280.00| 0.28000 6370.00
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0163 808-06705 5480.000 LFT | 0.56000 3068.80| 0.80000 4384.00| 0.59000 3233.20
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0164 808-06716 13600.000 LFT | 0.40000 5440.00| 0.42000 5712.00| 0.42000 5712.00
LINE, REMOVE | | |
0165 808-09038 10.000 LFT | 13.50000 135.00| 13.50000 135.00| 14.25000 142.50
TRANSVERSE MARKINGS, EPOXY, SOLID, | | |
WHITE, CROSSHATCH LINE, 12 IN. | | |
0166 808-74807 2.000 EACH | 240.00000 480.00| 240.00000 480.00| 200.52000 401.04
PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | |
INDICATIONS ARROWS | | |
0167 808-75245 29550.000 LFT | 0.27000 7978.50| 0.32000 9456.00| 0.28000 8274.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 170 -11
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 170 CONTRACT ID : IR-31322-A COUNTIES : HAMILTON MARION
LETTING DATE : 04/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1917625 |( 3 ) 31-4351261
|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS LP |SHELLY & SANDS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0168 808-75260 380.000 LFT | 2.00000 760.00| 2.00000 760.00| 2.11000 801.80
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | |
0169 808-75272 245.000 LFT | 3.00000 735.00| 4.00000 980.00| 3.17000 776.65
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, WHITE, CROSSHATCH LINE, 24 IN. | | |
0170 808-75297 220.000 LFT | 5.00000 1100.00| 4.00000 880.00| 5.28000 1161.60
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0171 808-75320 14.000 EACH | 51.00000 714.00| 77.00000 1078.00| 53.82000 753.48
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0172 808-75325 12.000 EACH | 72.00000 864.00| 77.00000 924.00| 75.98000 911.76
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0173 808-75998 1155.000 EACH | 17.35000 20039.25| 17.35000 20039.25| 18.31000 21148.05
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0174 808-98796 115.000 LFT | 2.00000 230.00| 1.50000 172.50| 2.11000 242.65
LINE, THERMOPLASTIC, DOTTED, WHITE, 4 | | |
IN., 2 FT. LINE, 4 FT. GAP | | |
0175 807-85804 4.000 EACH | 1566.39000 6265.56| 1600.00000 6400.00| 1600.00000 6400.00
LIGHT POLE, 42 FT. E.M.H., 10.0 FT. | | |
MAST ARM, BREAKAWAY BASE | | |
0176 802-91122 14.000 EACH | 70.04000 980.56| 71.00000 994.00| 384.33000 5380.62
SIGN, GROUND MOUNTED, RESET | | |
0177 807-86950 4.000 EACH | 20.47000 81.88| 21.00000 84.00| 40.29000 161.16
SIGN, UNDERPASS, AND ROADWAY LIGHTING | | |
LOCATION IDENTIFICATION | | |
0178 808-75996 1000.000 EACH | 6.95000 6950.00| 7.00000 7000.00| 4.36000 4360.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0179 605-06230 12.000 LFT | 116.03000 1392.36| 138.00000 1656.00| 82.75000 993.00
CENTER CURB, C, CONCRETE, MODIFIED | | |
0180 802-07138 2.000 EACH | 174.61000 349.22| 175.00000 350.00| 333.78000 667.56
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, IX | | |
0181 805-96121 2.000 EACH | 140.26000 280.52| 141.00000 282.00| 197.54000 395.08
PEDESTRIAN PUSH BUTTON AND SIGN | | |
0182 202-74040 4.000 EACH | 291.85000 1167.40| 292.00000 1168.00| 912.76000 3651.04
SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 170 -12
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 170 CONTRACT ID : IR-31322-A COUNTIES : HAMILTON MARION
LETTING DATE : 04/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1917625 |( 3 ) 31-4351261
|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS LP |SHELLY & SANDS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0183 202-82065 5.000 EACH | 233.48000 1167.40| 234.00000 1170.00| 893.03000 4465.15
SIGN CIRCUITRY, BOX TRUSS, REMOVE | | |
0184 202-82066 2.000 EACH | 233.48000 466.96| 234.00000 468.00| 714.43000 1428.86
SIGN CIRCUITRY, CANTILEVERS, REMOVE | | |
0185 202-86946 5.000 EACH | 233.48000 1167.40| 234.00000 1170.00| 340.37000 1701.85
HANDHOLE, REMOVE | | |
0186 301-07448 2675.000 TON | 16.29000 43575.75| 12.00000 32100.00| 19.00000 50825.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0187 401-07320 1190.000 TON | 50.96000 60642.40| 63.00000 74970.00| 60.00000 71400.00
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
0188 402-07432 455.000 TON | 58.20000 26481.00| 63.00000 28665.00| 65.00000 29575.00
HMA SURFACE, TYPE A | | |
0189 402-07440 1610.000 TON | 42.69000 68730.90| 48.00000 77280.00| 54.00000 86940.00
HMA BASE, TYPE A , 25.0mm | | |
0190 402-07785 705.000 TON | 56.10000 39550.50| 62.00000 43710.00| 55.00000 38775.00
HMA INTERMEDIATE, TYPE D | | |
0191 621-06557 600.000 LBS | 4.29000 2574.00| 4.30000 2580.00| 5.00000 3000.00
SEED MIXTURE, T | | |
0192 715-05019 40.000 LFT | 47.81000 1912.40| 136.00000 5440.00| 95.00000 3800.00
PIPE, TYPE 1, CIRCULAR, 36 IN. | | |
0193 715-05203 17590.000 LFT | 1.98000 34828.20| 3.50000 61565.00| 4.00000 70360.00
PIPE, TYPE 4, CIRCULAR, 4 IN. | | |
0194 715-05756 83.000 LFT | 21.77000 1806.91| 250.00000 20750.00| 47.00000 3901.00
PIPE EXTENSION, CIRCULAR, 12 IN. | | |
0195 715-46000 7.000 EACH | 338.44000 2369.08| 925.00000 6475.00| 407.00000 2849.00
PIPE END SECTION, 12 IN. | | |
0196 715-46010 2.000 EACH | 377.98000 755.96| 970.00000 1940.00| 450.00000 900.00
PIPE END SECTION, 18 IN. | | |
0197 715-46040 1.000 EACH | 847.42000 847.42| 1450.00000 1450.00| 887.00000 887.00
PIPE END SECTION, 36 IN. | | |
0198 720-45410 1.000 EACH | 1368.71000 1368.71| 2000.00000 2000.00| 2551.00000 2551.00
MANHOLE, C4 | | |
0199 802-05705 29.000 LFT | 12.01000 348.29| 12.10000 350.90| 16.00000 464.00
SIGN POST, SQUARE, 2, UNREINFORCED | | |
ANCHOR BASE | | |
0201 802-07057 289.000 SFT | 19.04000 5502.56| 19.05000 5505.45| 17.00000 4913.00
SIGN, PANEL, WITH LEGEND | | |
0202 802-09224 1.000 EACH | 95104.02000 95104.02| 95105.00000 95105.00| 98970.00000 98970.00
BOX TRUSS SIGN STRUCTURE, TYPE D | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 170 -13
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 170 CONTRACT ID : IR-31322-A COUNTIES : HAMILTON MARION
LETTING DATE : 04/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1917625 |( 3 ) 31-4351261
|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS LP |SHELLY & SANDS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0203 802-09569 26.000 SFT | 19.29000 501.54| 19.30000 501.80| 20.00000 520.00
SIGN, SHEET, SHEETING TYPE IX, WITH | | |
LEGEND,0.080 IN | | |
0204 807-86620 4.000 EACH | 553.37000 2213.48| 554.00000 2216.00| 241.00000 964.00
LUMINAIRE, ROADWAY, HIGH PRESSURE | | |
SODIUM, 400 WATT | | |
0205 802-09483 2.000 EACH | 12468.65000 24937.30| 12300.00000 24600.00| 8757.00000 17514.00
DMS , BOX TRUSS FOUNDATION NO 2 | | |
SECTION TOTALS | $ 8,015,565.00| $ 8,097,000.00| $ 8,112,026.88
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 8,015,565.00| $ 8,097,000.00| $ 8,112,026.88
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 170 -14
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 170 CONTRACT ID : IR-31322-A COUNTIES : HAMILTON MARION
LETTING DATE : 04/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 35-1151771 |( )
|E & B PAVING INC |CALUMET CIVIL CONTRACTORS IN |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ADDED TRAVEL LANES
| | |
0001 105-06845 LUMP | 38100.00000 38100.00| 38100.00000 38100.00|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 3.000 EACH | 60.00000 180.00| 150.00000 450.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 36.000 MOS | 70.00000 2520.00| 150.00000 5400.00|
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 | 400000.00000 400000.00| 435000.00000 435000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0013 201-52370 LUMP | 59900.00000 59900.00| 68500.00000 68500.00|
CLEARING RIGHT OF WAY | | |
0014 202-01300 2.000 EACH | 2381.46000 4762.92| 3203.44000 6406.88|
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0015 202-02241 519.000 LFT | 3.00000 1557.00| 4.00000 2076.00|
GUARDRAIL, REMOVE | | |
0016 202-02279 395.000 LFT | 8.75000 3456.25| 5.00000 1975.00|
CURB AND GUTTER, REMOVE | | |
0017 202-03783 4.000 EACH | 291.85000 1167.40| 291.85000 1167.40|
SIGN, PANEL, REMOVE | | |
0018 202-04089 54.000 EACH | 58.37000 3151.98| 58.37000 3151.98|
SIGN, SHEET, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 170 -15
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 170 CONTRACT ID : IR-31322-A COUNTIES : HAMILTON MARION
LETTING DATE : 04/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 35-1151771 |( )
|E & B PAVING INC |CALUMET CIVIL CONTRACTORS IN |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 202-52710 75.000 SYS | 7.25000 543.75| 10.00000 750.00|
SIDEWALK, CONCRETE, REMOVE | | |
0020 202-60815 20.000 LFT | 33.00000 660.00| 20.00000 400.00|
CENTER CURB, REMOVE | | |
0021 202-74050 13.000 EACH | 291.85000 3794.05| 1786.11000 23219.43|
SIGN, OVERHEAD, REMOVE | | |
0022 202-74055 3.000 EACH | 3134.77000 9404.31| 4778.74000 14336.22|
OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | |
REMOVE | | |
0023 203-02000 28944.000 CYS | 12.50000 361800.00| 28.00000 810432.00|
EXCAVATION, COMMON | | |
0025 205-02770 6385.000 SYS | 1.00000 6385.00| 1.00000 6385.00|
EROSION CONTROL BLANKET | | |
0026 205-03371 10.000 CYS | 25.00000 250.00| 30.00000 300.00|
SEDIMENT, REMOVE | | |
0027 205-06931 24.000 TON | 55.00000 1320.00| 36.00000 864.00|
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0028 205-06933 102.000 EACH | 77.00000 7854.00| 77.00000 7854.00|
TEMPORARY DITCH INLET PROTECTION | | |
0029 205-06934 10.000 TON | 417.00000 4170.00| 417.00000 4170.00|
TEMPORARY MULCHING | | |
0030 205-06937 23612.000 LFT | 1.10000 25973.20| 1.10000 25973.20|
TEMPORARY SILT FENCE | | |
0031 205-09543 300.000 TON | 34.00000 10200.00| 24.00000 7200.00|
NO 2 STONE | | |
0032 207-08263 59360.000 SYS | 10.10000 599536.00| 8.00000 474880.00|
SUBGRADE TREATMENT, TYPE IA , MODIFIED | | |
0033 211-09264 38.000 CYS | 35.00000 1330.00| 24.00000 912.00|
STRUCTURE BACKFILL, TYPE 1 | | |
0034 211-09265 48.000 CYS | 42.00000 2016.00| 36.00000 1728.00|
STRUCTURE BACKFILL, TYPE 2 | | |
0035 303-01180 1050.000 TON | 29.00000 30450.00| 20.00000 21000.00|
COMPACTED AGGREGATE, NO. 53 | | |
0036 306-08034 119979.000 SYS | 0.42000 50391.18| 0.90000 107981.10|
MILLING, ASPHALT, 1 1/2 IN. | | |
0037 306-08042 7635.000 SYS | 0.42000 3206.70| 1.00000 7635.00|
MILLING, SCARIFICATION/PROFILE | | |
0038 306-08043 1854.000 SYS | 1.45000 2688.30| 2.31000 4282.74|
MILLING, TRANSITION | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 170 -16
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 170 CONTRACT ID : IR-31322-A COUNTIES : HAMILTON MARION
LETTING DATE : 04/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 35-1151771 |( )
|E & B PAVING INC |CALUMET CIVIL CONTRACTORS IN |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 401-06264 LUMP | 9800.00000 9800.00| 3803.44000 3803.44|
PROFILOGRAPH, HMA | | |
0040 401-07337 14695.000 TON | 68.00000 999260.00| 79.00000 1160905.00|
QC/QA-HMA, 5, 76, SURFACE, 9.5 mm | | |
0041 401-07405 6765.000 TON | 50.00000 338250.00| 56.00000 378840.00|
QC/QA-HMA, 5, 76, INTERMEDIATE, 19.0 mm | | |
0042 401-07410 27855.000 TON | 45.75000 1274366.25| 45.00000 1253475.00|
QC/QA-HMA, 5, 64, BASE, 25.0 mm | | |
0043 401-07430 15840.000 TON | 45.75000 724680.00| 46.00000 728640.00|
QC/QA-HMA, 5, 76, INTERMEDIATE, OG25.0 | | |
mm | | |
0045 406-05520 96.000 TON | 400.00000 38400.00| 200.00000 19200.00|
ASPHALT FOR TACK COAT | | |
0046 601-02103 106.000 LFT | 20.00000 2120.00| 18.50000 1961.00|
GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | |
IN. SPACING | | |
0047 601-05999 6.000 EACH | 40.00000 240.00| 36.00000 216.00|
CURVED TERMINAL END | | |
0048 601-08182 3565.000 LFT | 30.00000 106950.00| 24.00000 85560.00|
GUARDRAIL, THRIE BEAM | | |
0049 601-08182 338.000 LFT | 44.00000 14872.00| 37.50000 12675.00|
GUARDRAIL, THRIE BEAM , 3'-1.5" SPACING | | |
0050 601-08183 3763.000 LFT | 43.00000 161809.00| 39.00000 146757.00|
GUARDRAIL, THRIE BEAM, DOUBLE FACED | | |
0051 601-08186 6.000 EACH | 4500.00000 27000.00| 3335.00000 20010.00|
GUARDRAIL TRANSITION, TTT | | |
0052 601-08187 4.000 EACH | 1500.00000 6000.00| 840.00000 3360.00|
GUARDRAIL TRANSITION, WGT | | |
0053 601-08434 1.000 EACH | 1000.00000 1000.00| 600.00000 600.00|
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 2 | | |
0054 601-08436 1.000 EACH | 1600.00000 1600.00| 1400.00000 1400.00|
GUARDRAIL END TREATMENT, TYPE MS, SPARE | | |
PARTS PACKAGE, STAGE 2 | | |
0055 601-94689 3.000 EACH | 2600.00000 7800.00| 2365.00000 7095.00|
GUARDRAIL END TREATMENT, OS | | |
0056 601-94690 2.000 EACH | 3600.00000 7200.00| 3660.00000 7320.00|
GUARDRAIL END TREATMENT, MS | | |
0057 601-99105 500.000 LFT | 18.00000 9000.00| 15.60000 7800.00|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 170 -17
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 170 CONTRACT ID : IR-31322-A COUNTIES : HAMILTON MARION
LETTING DATE : 04/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 35-1151771 |( )
|E & B PAVING INC |CALUMET CIVIL CONTRACTORS IN |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 602-06944 530.000 LFT | 120.58000 63907.40| 120.58000 63907.40|
BARRIER, CONCRETE, 33 IN. | | |
0059 604-07900 25.000 SYS | 117.00000 2925.00| 155.83000 3895.75|
CURB RAMP, CONCRETE, F , MODIFIED | | |
0060 604-91531 60.000 SYS | 45.00000 2700.00| 62.41000 3744.60|
SIDEWALK, CONCRETE, 4 IN. | | |
0061 605-06140 335.000 LFT | 23.00000 7705.00| 32.63000 10931.05|
CURB AND GUTTER, CONCRETE | | |
0064 616-02320 224.000 SYS | 2.75000 616.00| 3.00000 672.00|
GEOTEXTILES | | |
0065 616-06405 178.000 TON | 29.00000 5162.00| 26.00000 4628.00|
RIPRAP, REVETMENT | | |
0066 621-01004 4.000 EACH | 513.00000 2052.00| 513.00000 2052.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0067 621-06545 2.200 TON | 1094.00000 2406.80| 1094.00000 2406.80|
FERTILIZER | | |
0068 621-06553 950.000 LBS | 2.35000 2232.50| 2.35000 2232.50|
SEED MIXTURE, R | | |
0069 621-06565 11.100 TON | 356.00000 3951.60| 356.00000 3951.60|
MULCHING MATERIAL | | |
0070 621-06567 230.000 kGAL | 1.00000 230.00| 1.00000 230.00|
WATER | | |
0071 621-06574 4421.000 SYS | 2.54000 11229.34| 2.54000 11229.34|
SODDING | | |
0072 627-09331 1.000 EACH | 9500.00000 9500.00| 6300.00000 6300.00|
SAFETY TERMINAL, TYPE TL-4 | | |
0073 628-09402 12.000 MOS | 2200.00000 26400.00| 2500.00000 30000.00|
FIELD OFFICE, B | | |
0074 628-09407 12.000 MOS | 220.00000 2640.00| 300.00000 3600.00|
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0075 702-90915 1689.000 CYS | 161.96000 273550.44| 80.00000 135120.00|
CONCRETE, A | | |
0076 715-04612 2690.000 LFT | 47.85000 128716.50| 49.00000 131810.00|
PIPE , SLOTTED DRAIN, 15" | | |
0077 715-05048 2628.000 LFT | 4.65000 12220.20| 4.00000 10512.00|
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0078 715-05053 74.000 LFT | 30.00000 2220.00| 16.00000 1184.00|
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 170 -18
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 170 CONTRACT ID : IR-31322-A COUNTIES : HAMILTON MARION
LETTING DATE : 04/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 35-1151771 |( )
|E & B PAVING INC |CALUMET CIVIL CONTRACTORS IN |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0079 715-05149 15.000 LFT | 43.00000 645.00| 42.00000 630.00|
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0080 715-05422 11191.000 LFT | 45.60000 510309.60| 48.00000 537168.00|
PIPE, SLOTTED DRAIN, 12 IN. | | |
0081 718-06532 3000.000 LFT | 0.85000 2550.00| 1.10000 3300.00|
VIDEO INSPECTION FOR UNDERDRAINS | | |
0082 718-52610 1835.000 CYS | 39.50000 72482.50| 28.50000 52297.50|
AGGREGATE FOR UNDERDRAINS | | |
0083 720-08628 16.000 EACH | 1250.00000 20000.00| 1800.00000 28800.00|
SLOTTED DRAIN PIPE CLEANOUT PORT, TYPE | | |
II | | |
0084 720-44000 72.000 EACH | 350.00000 25200.00| 750.00000 54000.00|
CASTING, ADJUST TO GRADE | | |
0085 720-45041 1.000 EACH | 1425.00000 1425.00| 5400.00000 5400.00|
INLET, H5 | | |
0086 720-45070 8.000 EACH | 1630.00000 13040.00| 3100.00000 24800.00|
INLET, P12A | | |
0087 720-98174 2.000 EACH | 1950.00000 3900.00| 2200.00000 4400.00|
INLET, B15 | | |
0088 801-03290 8.000 EACH | 150.00000 1200.00| 150.00000 1200.00|
CONSTRUCTION SIGN, C | | |
0089 801-09282 204.000 SFT | 18.24000 3720.96| 18.24000 3720.96|
TEMPORARY PANEL SIGNS | | |
0090 801-06202 54.000 LFT | 32.04000 1730.16| 32.04000 1730.16|
TEMPORARY PANEL SIGN SUPPORTS | | |
0091 801-06203 32200.000 LFT | 0.12000 3864.00| 0.12000 3864.00|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0092 801-06204 12100.000 LFT | 0.12000 1452.00| 0.12000 1452.00|
TEMPORARY PAVEMENT MARKING, 5 IN. | | |
0093 801-06207 1000.000 LFT | 3.50000 3500.00| 1.00000 1000.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0094 801-06640 70.000 EACH | 102.00000 7140.00| 102.00000 7140.00|
CONSTRUCTION SIGN, A | | |
0095 801-06645 5.000 EACH | 50.00000 250.00| 50.00000 250.00|
CONSTRUCTION SIGN, B | | |
0096 801-06710 120.000 DAY | 6.50000 780.00| 6.50000 780.00|
FLASHING ARROW SIGN | | |
0097 801-06775 LUMP | 67780.00000 67780.00| 217000.00000 217000.00|
MAINTAINING TRAFFIC | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 170 -19
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 170 CONTRACT ID : IR-31322-A COUNTIES : HAMILTON MARION
LETTING DATE : 04/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 35-1151771 |( )
|E & B PAVING INC |CALUMET CIVIL CONTRACTORS IN |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0098 801-07119 144.000 LFT | 9.50000 1368.00| 9.50000 1368.00|
BARRICADE, III-B | | |
0099 801-08401 5835.000 LFT | 49.00000 285915.00| 28.00000 163380.00|
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0100 801-09133 4.000 EACH | 3900.00000 15600.00| 3900.00000 15600.00|
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0102 802-05702 443.000 LFT | 12.01000 5320.43| 12.01000 5320.43|
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0103 802-05704 156.000 LFT | 10.14000 1581.84| 10.14000 1581.84|
SIGN POST, SQUARE, 1, UNREINFORCED | | |
ANCHOR BASE | | |
0104 802-07151 8.000 EACH | 174.61000 1396.88| 174.61000 1396.88|
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, VII | | |
0106 802-09221 3.000 EACH | 64249.02000 192747.06| 64249.02000 192747.06|
BOX TRUSS SIGN STRUCTURE, TYPE A | | |
0107 802-09535 2.000 EACH | 12268.65000 24537.30| 12268.65000 24537.30|
SIGN BOX TRUSS STRUCTURE FOUNDATION AT | | |
33 IN. CONCRETE BARRIER WALL | | |
0108 802-09537 6.000 EACH | 12378.65000 74271.90| 12378.65000 74271.90|
SIGN BOX TRUSS STRUCTURE FOUNDATION AT | | |
36 IN. , MEDIAN AND SHOULDER | | |
0109 802-09572 3794.000 SFT | 15.69000 59527.86| 15.69000 59527.86|
SIGN, PANEL, SHEETING TYPE IX, WITH | | |
LEGEND | | |
0110 802-09577 2.000 EACH | 48863.14000 97726.28| 48863.14000 97726.28|
OVERHEAD SIGN STRUCTURE, CANTILEVER, | | |
TYPE E | | |
0111 802-09581 2.000 EACH | 6061.77000 12123.54| 6061.77000 12123.54|
CANTILEVER SIGN SUPPORT FOUNDATION, | | |
DRILLED SHAFT, 36 IN. | | |
0112 802-76025 17.000 SFT | 16.61000 282.37| 16.61000 282.37|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0113 802-76035 142.000 SFT | 17.16000 2436.72| 17.16000 2436.72|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0114 802-76095 1771.000 LBS | 2.64000 4675.44| 2.64000 4675.44|
STRUCTURAL STEEL, BREAKAWAY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 170 -20
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 170 CONTRACT ID : IR-31322-A COUNTIES : HAMILTON MARION
LETTING DATE : 04/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 35-1151771 |( )
|E & B PAVING INC |CALUMET CIVIL CONTRACTORS IN |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0115 805-01161 11.000 EACH | 390.39000 4294.29| 390.39000 4294.29|
LOOP DETECTOR, INDUCTIVE, 4 CHANNEL, | | |
AMPLIFIER AND HARNESS | | |
0116 805-01842 5.000 EACH | 891.13000 4455.65| 891.13000 4455.65|
HANDHOLE, SIGNAL | | |
0117 805-01879 1.000 EACH | 891.13000 891.13| 891.13000 891.13|
SIGNAL SERVICE, INSTALL | | |
0118 805-02087 LUMP | 712.10000 712.10| 712.10000 712.10|
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
0119 805-02152 2.000 EACH | 490.06000 980.12| 490.06000 980.12|
PEDESTRIAN SIGNAL HEAD WITH | | |
INTERNATIONAL SYMBOLS, 18 IN. | | |
0120 805-02373 950.000 LFT | 2.86000 2717.00| 2.86000 2717.00|
INTERCONNECT CABLE, FIBER OPTIC | | |
0121 805-03985 525.000 LFT | 1.24000 651.00| 1.24000 651.00|
DETECTOR CABLE 3C 20GA. | | |
0122 805-05406 2.000 EACH | 8385.01000 16770.02| 8385.01000 16770.02|
DATA COLLECTION SITE , 7 LANE | | |
0123 805-06592 1135.000 LFT | 13.89000 15765.15| 13.89000 15765.15|
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0124 805-09462 1.000 EACH | 25423.85000 25423.85| 25423.85000 25423.85|
DATA COLLECTION SITE, 11 LANE | | |
0125 805-78109 1.000 EACH | 17054.51000 17054.51| 17054.51000 17054.51|
CONTROLLER AND CABINET, SECONDARY, MENU | | |
DRIVEN, 8 PHASE | | |
0126 805-78205 9.000 EACH | 646.76000 5820.84| 646.76000 5820.84|
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0127 805-78215 2.000 EACH | 591.76000 1183.52| 591.76000 1183.52|
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER ARROW, GREEN ARROW | | |
0129 805-78415 3.000 EACH | 2699.02000 8097.06| 2699.02000 8097.06|
SPAN, CATENARY, AND TETHER | | |
0130 805-78420 3.000 EACH | 223.37000 670.11| 223.37000 670.11|
DISCONNECT HANGER | | |
0131 805-78467 50.000 LFT | 2.23000 111.50| 2.23000 111.50|
SIGNAL CABLE, 3C 8GA. | | |
0132 805-78470 6880.000 LFT | 0.57000 3921.60| 0.57000 3921.60|
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 170 -21
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 170 CONTRACT ID : IR-31322-A COUNTIES : HAMILTON MARION
LETTING DATE : 04/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 35-1151771 |( )
|E & B PAVING INC |CALUMET CIVIL CONTRACTORS IN |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0133 805-78480 1045.000 LFT | 1.02000 1065.90| 1.02000 1065.90|
SIGNAL CABLE, 3C 14GA. | | |
0134 805-78485 1230.000 LFT | 1.24000 1525.20| 1.24000 1525.20|
SIGNAL CABLE, 5C 14GA. | | |
0135 805-78490 845.000 LFT | 1.46000 1233.70| 1.46000 1233.70|
SIGNAL CABLE, 7C 14GA. | | |
0136 805-78510 16045.000 LFT | 0.86000 13798.70| 0.86000 13798.70|
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0137 805-78785 10.000 EACH | 910.10000 9101.00| 910.10000 9101.00|
SIGNAL DETECTOR HOUSING | | |
0138 805-78795 2395.000 LFT | 7.82000 18728.90| 7.82000 18728.90|
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0139 805-78925 1.000 EACH | 1097.10000 1097.10| 1097.10000 1097.10|
CONTROLLER CABINET FOUNDATION, P1 | | |
0140 805-81060 3.000 EACH | 4719.13000 14157.39| 4719.13000 14157.39|
SIGNAL STRAIN POLE, STEEL, 36 FT. | | |
0141 805-86890 440.000 LFT | 0.80000 352.00| 0.80000 352.00|
POLE CIRCUIT CABLE, 1C NO. 10 THW OR TW | | |
STRANDED COPPER | | |
0142 805-98540 3.000 EACH | 2414.21000 7242.63| 2414.21000 7242.63|
FOUNDATION AND ANCHOR BOLTS FOR STRAIN | | |
POLE | | |
0143 807-02191 1.000 EACH | 599.74000 599.74| 599.74000 599.74|
HANDHOLE, LIGHTING | | |
0144 807-02428 4.000 EACH | 845.22000 3380.88| 845.22000 3380.88|
CONCRETE FOUNDATION WITH GROUNDING, 30 | | |
IN. X 30 IN. X 96 IN. | | |
0145 807-03934 4.000 EACH | 361.89000 1447.56| 361.89000 1447.56|
LIGHT STRUCTURE, REMOVE | | |
0146 807-07580 1555.000 LFT | 11.20000 17416.00| 11.20000 17416.00|
WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | |
TRENCH, 4 1/C | | |
0148 807-86910 12.000 EACH | 54.15000 649.80| 54.15000 649.80|
CONNECTOR KIT, UNFUSED | | |
0149 807-86915 12.000 EACH | 51.95000 623.40| 51.95000 623.40|
CONNECTOR KIT, FUSED | | |
0150 807-86925 34.000 EACH | 37.65000 1280.10| 37.65000 1280.10|
MULTIPLE COMPRESSION FITTING, | | |
WATERPROOFED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 170 -22
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 170 CONTRACT ID : IR-31322-A COUNTIES : HAMILTON MARION
LETTING DATE : 04/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 35-1151771 |( )
|E & B PAVING INC |CALUMET CIVIL CONTRACTORS IN |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0151 807-86935 36.000 EACH | 37.65000 1355.40| 37.65000 1355.40|
INSULATION LINK, WATERPROOFED | | |
0152 807-86955 4.000 EACH | 204.74000 818.96| 204.74000 818.96|
CABLE DUCT MARKER | | |
0154 808-01045 100.000 LFT | 2.00000 200.00| 2.00000 200.00|
LINE, THERMOPLASTIC, DOTTED, YELLOW, 4 | | |
IN., 2 FT. LINE, 4 FT. GAP | | |
0155 808-03002 205.000 LFT | 0.26000 53.30| 0.26000 53.30|
LINE, EPOXY, BROKEN, WHITE, 4 IN. | | |
0156 808-03631 520.000 LFT | 0.26000 135.20| 0.26000 135.20|
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |
0157 808-03632 810.000 LFT | 0.26000 210.60| 0.26000 210.60|
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
0158 808-05534 150.000 LFT | 0.45000 67.50| 0.45000 67.50|
LINE, EPOXY, SOLID, WHITE, 8 IN. | | |
0159 808-05929 270.000 LFT | 2.00000 540.00| 2.00000 540.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 8 IN. | | |
0160 808-06701 1635.000 LFT | 0.27000 441.45| 0.27000 441.45|
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0161 808-06702 18800.000 LFT | 0.29000 5452.00| 0.29000 5452.00|
LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | |
IN. | | |
0162 808-06703 22750.000 LFT | 0.27000 6142.50| 0.27000 6142.50|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0163 808-06705 5480.000 LFT | 0.56000 3068.80| 0.56000 3068.80|
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0164 808-06716 13600.000 LFT | 0.40000 5440.00| 0.40000 5440.00|
LINE, REMOVE | | |
0165 808-09038 10.000 LFT | 13.50000 135.00| 13.50000 135.00|
TRANSVERSE MARKINGS, EPOXY, SOLID, | | |
WHITE, CROSSHATCH LINE, 12 IN. | | |
0166 808-74807 2.000 EACH | 190.00000 380.00| 190.00000 380.00|
PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | |
INDICATIONS ARROWS | | |
0167 808-75245 29550.000 LFT | 0.27000 7978.50| 0.27000 7978.50|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 170 -23
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 170 CONTRACT ID : IR-31322-A COUNTIES : HAMILTON MARION
LETTING DATE : 04/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 35-1151771 |( )
|E & B PAVING INC |CALUMET CIVIL CONTRACTORS IN |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0168 808-75260 380.000 LFT | 2.00000 760.00| 2.00000 760.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | |
0169 808-75272 245.000 LFT | 3.00000 735.00| 3.00000 735.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, WHITE, CROSSHATCH LINE, 24 IN. | | |
0170 808-75297 220.000 LFT | 5.00000 1100.00| 5.00000 1100.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0171 808-75320 14.000 EACH | 51.00000 714.00| 51.00000 714.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0172 808-75325 12.000 EACH | 72.00000 864.00| 72.00000 864.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0173 808-75998 1155.000 EACH | 17.00000 19635.00| 17.35000 20039.25|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0174 808-98796 115.000 LFT | 2.00000 230.00| 2.00000 230.00|
LINE, THERMOPLASTIC, DOTTED, WHITE, 4 | | |
IN., 2 FT. LINE, 4 FT. GAP | | |
0175 807-85804 4.000 EACH | 1566.39000 6265.56| 1566.39000 6265.56|
LIGHT POLE, 42 FT. E.M.H., 10.0 FT. | | |
MAST ARM, BREAKAWAY BASE | | |
0176 802-91122 14.000 EACH | 70.04000 980.56| 70.04000 980.56|
SIGN, GROUND MOUNTED, RESET | | |
0177 807-86950 4.000 EACH | 20.47000 81.88| 20.47000 81.88|
SIGN, UNDERPASS, AND ROADWAY LIGHTING | | |
LOCATION IDENTIFICATION | | |
0178 808-75996 1000.000 EACH | 6.95000 6950.00| 6.95000 6950.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0179 605-06230 12.000 LFT | 119.80000 1437.60| 159.83000 1917.96|
CENTER CURB, C, CONCRETE, MODIFIED | | |
0180 802-07138 2.000 EACH | 174.61000 349.22| 174.61000 349.22|
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, IX | | |
0181 805-96121 2.000 EACH | 140.26000 280.52| 140.26000 280.52|
PEDESTRIAN PUSH BUTTON AND SIGN | | |
0182 202-74040 4.000 EACH | 291.85000 1167.40| 1113.83000 4455.32|
SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 170 -24
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 170 CONTRACT ID : IR-31322-A COUNTIES : HAMILTON MARION
LETTING DATE : 04/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 35-1151771 |( )
|E & B PAVING INC |CALUMET CIVIL CONTRACTORS IN |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0183 202-82065 5.000 EACH | 233.48000 1167.40| 233.48000 1167.40|
SIGN CIRCUITRY, BOX TRUSS, REMOVE | | |
0184 202-82066 2.000 EACH | 233.48000 466.96| 233.48000 466.96|
SIGN CIRCUITRY, CANTILEVERS, REMOVE | | |
0185 202-86946 5.000 EACH | 150.00000 750.00| 233.48000 1167.40|
HANDHOLE, REMOVE | | |
0186 301-07448 2675.000 TON | 16.00000 42800.00| 13.11000 35069.25|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0187 401-07320 1190.000 TON | 65.00000 77350.00| 68.00000 80920.00|
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
0188 402-07432 455.000 TON | 70.00000 31850.00| 64.00000 29120.00|
HMA SURFACE, TYPE A | | |
0189 402-07440 1610.000 TON | 45.75000 73657.50| 51.00000 82110.00|
HMA BASE, TYPE A , 25.0mm | | |
0190 402-07785 705.000 TON | 55.00000 38775.00| 58.00000 40890.00|
HMA INTERMEDIATE, TYPE D | | |
0191 621-06557 600.000 LBS | 4.29000 2574.00| 4.29000 2574.00|
SEED MIXTURE, T | | |
0192 715-05019 40.000 LFT | 78.00000 3120.00| 110.00000 4400.00|
PIPE, TYPE 1, CIRCULAR, 36 IN. | | |
0193 715-05203 17590.000 LFT | 1.95000 34300.50| 7.48000 131573.20|
PIPE, TYPE 4, CIRCULAR, 4 IN. | | |
0194 715-05756 83.000 LFT | 39.00000 3237.00| 54.00000 4482.00|
PIPE EXTENSION, CIRCULAR, 12 IN. | | |
0195 715-46000 7.000 EACH | 120.00000 840.00| 560.00000 3920.00|
PIPE END SECTION, 12 IN. | | |
0196 715-46010 2.000 EACH | 160.00000 320.00| 850.00000 1700.00|
PIPE END SECTION, 18 IN. | | |
0197 715-46040 1.000 EACH | 610.00000 610.00| 2100.00000 2100.00|
PIPE END SECTION, 36 IN. | | |
0198 720-45410 1.000 EACH | 1800.00000 1800.00| 2800.00000 2800.00|
MANHOLE, C4 | | |
0199 802-05705 29.000 LFT | 12.01000 348.29| 12.01000 348.29|
SIGN POST, SQUARE, 2, UNREINFORCED | | |
ANCHOR BASE | | |
0201 802-07057 289.000 SFT | 19.04000 5502.56| 19.04000 5502.56|
SIGN, PANEL, WITH LEGEND | | |
0202 802-09224 1.000 EACH | 95104.02000 95104.02| 95104.02000 95104.02|
BOX TRUSS SIGN STRUCTURE, TYPE D | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 170 -25
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 170 CONTRACT ID : IR-31322-A COUNTIES : HAMILTON MARION
LETTING DATE : 04/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 35-1151771 |( )
|E & B PAVING INC |CALUMET CIVIL CONTRACTORS IN |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0203 802-09569 26.000 SFT | 19.29000 501.54| 19.29000 501.54|
SIGN, SHEET, SHEETING TYPE IX, WITH | | |
LEGEND,0.080 IN | | |
0204 807-86620 4.000 EACH | 553.37000 2213.48| 553.37000 2213.48|
LUMINAIRE, ROADWAY, HIGH PRESSURE | | |
SODIUM, 400 WATT | | |
0205 802-09483 2.000 EACH | 12268.65000 24537.30| 12268.65000 24537.30|
DMS , BOX TRUSS FOUNDATION NO 2 | | |
SECTION TOTALS | $ 8,166,982.86| $ 8,790,500.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 8,166,982.86| $ 8,790,500.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 260 -1
VENDOR RANKING
CALL ORDER : 260 CONTRACT ID : R -29876-A COUNTIES : HENDRICKS
LETTING DATE : 04/15/09 10:00 AM DISTRICT : 61
CONTRACT TIME : 10/24/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 8032002
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,923,277.00 100.0000%
2 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 1,981,977.55 103.0521%
3 31-4351261 SHELLY & SANDS INC $ 2,164,067.84 112.5198%
4 35-1139301 E & B PAVING INC $ 2,188,850.00 113.8084%
5 35-1917625 MILESTONE CONTRACTORS LP $ 2,231,220.35 116.0114%
6 35-1868624 CENTRAL ENGINEERING & CONSTRUCTION ASSOCIATES INC $ 2,257,790.63 117.3929%
7 35-0175870 BERNS CONSTRUCTION COMPANY INC $ 2,266,755.74 117.8590%
8 35-1461789 POINDEXTER EXCAVATING $ 2,348,150.40 122.0911%
9 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 2,474,951.96 128.6841%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 260 -2
TABULATION OF BIDS
ROUTE :
CALL ORDER : 260 CONTRACT ID : R -29876-A COUNTIES : HENDRICKS
LETTING DATE : 04/15/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1151771 |( 3 ) 31-4351261
|RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS IN |SHELLY & SANDS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 INTERSECTION IMPROVEMENT W/ ADDED TURN LANES
| | |
0001 105-06845 LUMP | 11900.00000 11900.00| 12820.00000 12820.00| 11000.00000 11000.00
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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0008 110-01001 LUMP | 96163.85000 96163.85| 99000.00000 99000.00| 52000.00000 52000.00
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-52370 LUMP | 38465.54000 38465.54| 39600.00000 39600.00| 75000.00000 75000.00
CLEARING RIGHT OF WAY | | |
0010 202-01300 1.000 EACH | 1380.01000 1380.01| 1380.20000 1380.20| 2800.00000 2800.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0011 203-02000 8000.000 CYS | 1.00000 8000.00| 0.02000 160.00| 15.80000 126400.00
EXCAVATION, COMMON | | |
0012 203-02070 8150.000 CYS | 1.00000 8150.00| 0.02000 163.00| 3.15000 25672.50
BORROW | | |
0013 205-06932 220.000 LFT | 9.75000 2145.00| 10.00000 2200.00| 5.25000 1155.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0014 205-06933 8.000 EACH | 90.00000 720.00| 85.00000 680.00| 26.00000 208.00
TEMPORARY DITCH INLET PROTECTION | | |
0015 205-06937 4030.000 LFT | 1.28000 5158.40| 1.15000 4634.50| 2.10000 8463.00
TEMPORARY SILT FENCE | | |
0016 207-08262 20507.000 SYS | 4.04000 82848.28| 3.76000 77106.32| 4.35000 89205.45
SUBGRADE TREATMENT, TYPE I | | |
0017 207-08267 4060.000 SYS | 10.55000 42833.00| 9.20000 37352.00| 10.55000 42833.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0018 210-07764 LUMP | 12000.00000 12000.00| 19115.00000 19115.00| 42000.00000 42000.00
IRRIGATION SYSTEM | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 260 -3
TABULATION OF BIDS
ROUTE :
CALL ORDER : 260 CONTRACT ID : R -29876-A COUNTIES : HENDRICKS
LETTING DATE : 04/15/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1151771 |( 3 ) 31-4351261
|RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS IN |SHELLY & SANDS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 211-09264 1846.000 CYS | 15.19000 28040.74| 14.19000 26194.74| 15.80000 29166.80
STRUCTURE BACKFILL, TYPE 1 | | |
0020 303-01180 21.000 TON | 54.51000 1144.71| 100.00000 2100.00| 45.00000 945.00
COMPACTED AGGREGATE, NO. 53 | | |
0021 401-07327 1340.000 TON | 63.00000 84420.00| 60.08000 80507.20| 75.00000 100500.00
QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | |
0022 401-07397 2178.000 TON | 50.00000 108900.00| 51.74000 112689.72| 57.20000 124581.60
QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | |
0023 401-07407 3485.000 TON | 44.00000 153340.00| 49.04000 170904.40| 51.00000 177735.00
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0024 401-07423 2745.000 TON | 46.00000 126270.00| 49.63000 136234.35| 51.90000 142465.50
QC/QA-HMA, 2, 64, BASE, 19.0 mm | | |
0025 401-08333 2678.000 TON | 52.00000 139256.00| 51.08000 136792.24| 58.10000 155591.80
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0026 402-07433 134.000 TON | 83.00000 11122.00| 68.51000 9180.34| 72.45000 9708.30
HMA SURFACE, TYPE B | | |
0027 406-05520 2.200 TON | 600.00000 1320.00| 100.00000 220.00| 400.00000 880.00
ASPHALT FOR TACK COAT | | |
0028 502-06627 404.000 SYS | 61.00000 24644.00| 85.81000 34667.24| 82.00000 33128.00
PCCP, 6 IN. Colored and Stamped | | |
0029 604-06070 3381.000 SYS | 28.00000 94668.00| 29.94000 101227.14| 22.50000 76072.50
SIDEWALK, CONCRETE | | |
0030 604-07897 22.000 SYS | 100.00000 2200.00| 181.36000 3989.92| 200.00000 4400.00
CURB RAMP, CONCRETE, C | | |
0031 604-07901 7.000 SYS | 100.00000 700.00| 298.66000 2090.62| 150.00000 1050.00
CURB RAMP, CONCRETE, G | | |
0032 604-07904 53.000 SYS | 100.00000 5300.00| 184.90000 9799.70| 55.00000 2915.00
CURB RAMP, CONCRETE, L | | |
0033 605-06120 2993.000 LFT | 11.00000 32923.00| 14.33000 42889.69| 10.00000 29930.00
CURB, CONCRETE | | |
0034 605-06121 317.000 LFT | 28.00000 8876.00| 27.83000 8822.11| 22.50000 7132.50
CURB, CONCRETE, B | | |
0035 605-06140 4200.000 LFT | 10.00000 42000.00| 14.10000 59220.00| 14.00000 58800.00
CURB AND GUTTER, CONCRETE | | |
0036 610-07487 481.000 TON | 100.00000 48100.00| 71.37000 34328.97| 115.00000 55315.00
HMA FOR APPROACHES, TYPE B | | |
0037 610-08446 319.000 SYS | 44.00000 14036.00| 44.99000 14351.81| 32.00000 10208.00
PCCP FOR APPROACHES, 6 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 260 -4
TABULATION OF BIDS
ROUTE :
CALL ORDER : 260 CONTRACT ID : R -29876-A COUNTIES : HENDRICKS
LETTING DATE : 04/15/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1151771 |( 3 ) 31-4351261
|RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS IN |SHELLY & SANDS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 610-09108 1692.000 SYS | 46.00000 77832.00| 47.06000 79625.52| 41.00000 69372.00
PCCP FOR APPROACHES, 9 IN. | | |
0039 611-06497 6.000 EACH | 180.00000 1080.00| 169.00000 1014.00| 180.00000 1080.00
MAILBOX ASSEMBLY, SINGLE | | |
0040 615-06490 20.000 EACH | 140.00000 2800.00| 154.00000 3080.00| 165.00000 3300.00
RIGHT OF WAY MARKER | | |
0041 615-06520 1.000 EACH | 1400.00000 1400.00| 885.00000 885.00| 935.00000 935.00
MONUMENT, RE-ESTABLISH | | |
0042 616-02320 47.000 SYS | 3.27000 153.69| 3.05000 143.35| 5.25000 246.75
GEOTEXTILES | | |
0043 616-06405 100.000 TON | 35.50000 3550.00| 50.00000 5000.00| 27.40000 2740.00
RIPRAP, REVETMENT | | |
0044 621-01004 2.000 EACH | 525.00000 1050.00| 500.00000 1000.00| 525.00000 1050.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0045 621-06560 8620.000 SYS | 0.50000 4310.00| 2.06000 17757.20| 0.38000 3275.60
MULCHED SEEDING, U | | |
0046 621-06567 10.000 kGAL | 1.00000 10.00| 1.00000 10.00| 1.05000 10.50
WATER | | |
0047 621-06575 3100.000 SYS | 3.02000 9362.00| 4.41000 13671.00| 3.90000 12090.00
SODDING, NURSERY | | |
0048 622-04990 200.000 LFT | 11.45000 2290.00| 7.31000 1462.00| 7.70000 1540.00
LANDSCAPE EDGING | | |
0049 622-05638 82.000 EACH | 50.25000 4120.50| 42.00000 3444.00| 44.25000 3628.50
PLANT, DECIDUOUS SHRUB, 18 IN. OR UNDER | | |
JUNIPERUS SABINA 'BUFFALO' - BUFFALO JUN| | |
0050 622-05638 21.000 EACH | 47.75000 1002.75| 59.00000 1239.00| 62.15000 1305.15
PLANT, DECIDUOUS SHRUB, 18 IN. OR UNDER | | |
VIBURNUM OPULUS 'COMPACTUM' - COMACT OPU| | |
0051 622-05650 20.000 EACH | 335.00000 6700.00| 345.00000 6900.00| 363.50000 7270.00
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 2 TO 2.5 IN. ACER CAMPESTRE - | | |
HEDGE MAPLE | | |
0052 622-05654 60.000 EACH | 15.45000 927.00| 13.00000 780.00| 13.70000 822.00
PLANT, PERENNIAL ACHILLEA MILLEFOLIUM | | |
'MOONSHINE' - MOONS | | |
0053 622-05654 66.000 EACH | 14.50000 957.00| 13.00000 858.00| 13.70000 904.20
PLANT, PERENNIAL ACHILLEA MILLEFOLIUM | | |
'RED BEAUTY' - RED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 260 -5
TABULATION OF BIDS
ROUTE :
CALL ORDER : 260 CONTRACT ID : R -29876-A COUNTIES : HENDRICKS
LETTING DATE : 04/15/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1151771 |( 3 ) 31-4351261
|RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS IN |SHELLY & SANDS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0054 622-05654 38.000 EACH | 32.00000 1216.00| 38.00000 1444.00| 40.00000 1520.00
PLANT, PERENNIAL CALAMAGROSTIS | | |
ACUTIFORA 'KARL FOERSTER' | | |
0055 622-05654 452.000 EACH | 18.75000 8475.00| 22.00000 9944.00| 23.20000 10486.40
PLANT, PERENNIAL FESTUCA PVOMA G;AICA | | |
'ELIJAH BLUE'- ELIJ | | |
0056 622-05654 439.000 EACH | 15.20000 6672.80| 13.00000 5707.00| 13.70000 6014.30
PLANT, PERENNIAL RUDBECKIA HIRTA | | |
MARMALADE var. MARMALADE | | |
0057 628-09402 8.000 MOS | 2400.18000 19201.44| 1785.00000 14280.00| 1915.00000 15320.00
FIELD OFFICE, B | | |
0058 715-05024 304.000 LFT | 47.09000 14315.36| 50.44000 15333.76| 54.80000 16659.20
PIPE, TYPE 2, CIRCULAR, 36 IN. | | |
0059 715-05048 5531.000 LFT | 3.05000 16869.55| 2.75000 15210.25| 2.65000 14657.15
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0060 715-05149 2383.000 LFT | 28.98000 69059.34| 31.96000 76160.68| 21.10000 50281.30
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0061 715-05151 59.000 LFT | 31.85000 1879.15| 29.85000 1761.15| 27.40000 1616.60
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0062 715-05152 165.000 LFT | 34.40000 5676.00| 34.58000 5705.70| 26.35000 4347.75
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0063 715-05154 925.000 LFT | 39.59000 36620.75| 41.36000 38258.00| 35.80000 33115.00
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0064 715-05159 462.000 LFT | 67.79000 31318.98| 75.96000 35093.52| 73.75000 34072.50
PIPE, TYPE 2, CIRCULAR, 42 IN. | | |
0065 715-05169 154.000 LFT | 37.87000 5831.98| 29.87000 4599.98| 27.40000 4219.60
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0066 715-05171 52.000 LFT | 38.86000 2020.72| 41.80000 2173.60| 37.90000 1970.80
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0067 715-05233 23.000 LFT | 79.24000 1822.52| 80.23000 1845.29| 79.00000 1817.00
PIPE, TYPE 1, DEFORMED, 3.3 SQ. FT. | | |
0068 715-05331 73.000 LFT | 65.51000 4782.23| 80.30000 5861.90| 65.30000 4766.90
PIPE, TYPE 2, DEFORMED, MIN. AREA 3.3 | | |
SFT. | | |
0069 715-05842 1.000 EACH | 1500.00000 1500.00| 976.64000 976.64| 2000.00000 2000.00
CONCRETE ANCHOR, 42 IN. | | |
0070 715-06471 2.000 EACH | 630.00000 1260.00| 842.72000 1685.44| 265.00000 530.00
PIPE END SECTION, MIN. AREA 3.3 SQ. FT. | | |
0071 715-46005 7.000 EACH | 240.27000 1681.89| 383.21000 2682.47| 210.00000 1470.00
PIPE END SECTION, 15 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 260 -6
TABULATION OF BIDS
ROUTE :
CALL ORDER : 260 CONTRACT ID : R -29876-A COUNTIES : HENDRICKS
LETTING DATE : 04/15/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1151771 |( 3 ) 31-4351261
|RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS IN |SHELLY & SANDS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0072 715-46010 3.000 EACH | 309.80000 929.40| 403.74000 1211.22| 265.00000 795.00
PIPE END SECTION, 18 IN. | | |
0073 718-52610 477.000 CYS | 39.25000 18722.25| 30.10000 14357.70| 33.75000 16098.75
AGGREGATE FOR UNDERDRAINS | | |
0074 718-99153 5961.000 SYS | 1.70000 10133.70| 1.20000 7153.20| 1.05000 6259.05
GEOTEXTILES FOR UNDERDRAIN | | |
0075 720-44000 3.000 EACH | 349.84000 1049.52| 411.75000 1235.25| 370.00000 1110.00
CASTING, ADJUST TO GRADE | | |
0076 720-45030 4.000 EACH | 1135.88000 4543.52| 1168.27000 4673.08| 1040.00000 4160.00
INLET, E7 | | |
0077 720-45035 2.000 EACH | 1229.68000 2459.36| 1265.09000 2530.18| 1040.00000 2080.00
INLET, F7 | | |
0078 720-45040 2.000 EACH | 1550.59000 3101.18| 1831.69000 3663.38| 1530.00000 3060.00
INLET, G7 | | |
0079 720-45075 1.000 EACH | 1713.25000 1713.25| 1831.32000 1831.32| 1530.00000 1530.00
INLET, R13 | | |
0080 720-45260 2.000 EACH | 711.51000 1423.02| 1106.21000 2212.42| 685.00000 1370.00
PIPE CATCH BASIN, 12 IN. | | |
0081 720-45410 10.000 EACH | 1623.90000 16239.00| 1933.96000 19339.60| 1720.00000 17200.00
MANHOLE, C4 | | |
0082 720-45510 1.000 EACH | 12135.91000 12135.91| 9857.14000 9857.14| 13700.00000 13700.00
MANHOLE, C4, MODIFIED STORMWATER | | |
QUALITY TREATMENT STRUCTURE | | |
0083 720-93501 1.000 EACH | 4504.95000 4504.95| 5953.62000 5953.62| 5740.00000 5740.00
MANHOLE, L4 | | |
0084 720-94612 3.000 EACH | 3452.41000 10357.23| 3083.78000 9251.34| 3160.00000 9480.00
MANHOLE, K4 | | |
0085 720-94612 1.000 EACH | 32314.57000 32314.57| 21601.80000 21601.80| 40000.00000 40000.00
MANHOLE, K4 MODIFIED STORMWATER QUALITY | | |
TREATMENT ST | | |
0086 720-95422 3.000 EACH | 2967.35000 8902.05| 2522.68000 7568.04| 2530.00000 7590.00
MANHOLE, J4 | | |
0087 720-98174 19.000 EACH | 2107.45000 40041.55| 2144.87000 40752.53| 2000.00000 38000.00
INLET, B15 | | |
0088 720-98555 21.000 EACH | 2166.56000 45497.76| 2155.87000 45273.27| 2000.00000 42000.00
INLET, C15 | | |
0089 801-03290 4.000 EACH | 239.00000 956.00| 220.00000 880.00| 250.00000 1000.00
CONSTRUCTION SIGN, C | | |
0090 801-04308 8.000 EACH | 129.00000 1032.00| 129.00000 1032.00| 200.00000 1600.00
ROAD CLOSURE SIGN ASSEMBLY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 260 -7
TABULATION OF BIDS
ROUTE :
CALL ORDER : 260 CONTRACT ID : R -29876-A COUNTIES : HENDRICKS
LETTING DATE : 04/15/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1151771 |( 3 ) 31-4351261
|RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS IN |SHELLY & SANDS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0091 801-06625 44.000 EACH | 95.00000 4180.00| 81.00000 3564.00| 100.00000 4400.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0092 801-06640 12.000 EACH | 119.00000 1428.00| 119.00000 1428.00| 125.00000 1500.00
CONSTRUCTION SIGN, A | | |
0093 801-06645 4.000 EACH | 48.00000 192.00| 48.00000 192.00| 52.00000 208.00
CONSTRUCTION SIGN, B | | |
0094 801-06775 LUMP | 18096.80000 18096.80| 23000.00000 23000.00| 28000.00000 28000.00
MAINTAINING TRAFFIC | | |
0095 801-07118 144.000 LFT | 8.00000 1152.00| 8.00000 1152.00| 7.40000 1065.60
BARRICADE, III-A | | |
0096 801-07119 192.000 LFT | 9.00000 1728.00| 9.00000 1728.00| 9.50000 1824.00
BARRICADE, III-B | | |
0097 802-05701 425.000 LFT | 10.70000 4547.50| 10.70000 4547.50| 16.80000 7140.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0098 802-05702 124.000 LFT | 11.30000 1401.20| 11.30000 1401.20| 16.25000 2015.00
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0099 802-76025 185.000 SFT | 10.20000 1887.00| 10.20000 1887.00| 16.00000 2960.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0100 802-76035 191.000 SFT | 14.50000 2769.50| 14.50000 2769.50| 16.65000 3180.15
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0101 802-76045 78.000 SFT | 18.60000 1450.80| 18.60000 1450.80| 18.25000 1423.50
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0102 805-02087 LUMP | 1380.20000 1380.20| 1380.20000 1380.20| 680.00000 680.00
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
0103 805-06592 289.000 LFT | 18.60000 5375.40| 18.60000 5375.40| 14.75000 4262.75
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0104 807-02191 2.000 EACH | 449.30000 898.60| 449.30000 898.60| 755.00000 1510.00
HANDHOLE, LIGHTING | | |
0105 807-02817 12.000 EACH | 667.90000 8014.80| 667.90000 8014.80| 835.00000 10020.00
CONCRETE FOUNDATION WITH GROUNDING, 24 | | |
IN. X 24 IN. X 72 IN. | | |
0106 807-04651 720.000 LFT | 0.80000 576.00| 0.80000 576.00| 0.54000 388.80
WIRE (POLE CIRCUIT) 1C/10 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 260 -8
TABULATION OF BIDS
ROUTE :
CALL ORDER : 260 CONTRACT ID : R -29876-A COUNTIES : HENDRICKS
LETTING DATE : 04/15/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1151771 |( 3 ) 31-4351261
|RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS IN |SHELLY & SANDS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0107 807-04651 1213.000 LFT | 7.10000 8612.30| 7.10000 8612.30| 9.50000 11523.50
WIRE 4-1C/6 IN PLASTIC DUCT | | |
0108 807-04654 12.000 EACH | 3214.90000 38578.80| 3214.90000 38578.80| 3085.00000 37020.00
LIGHT POLE ORNAMENTAL WITH LUMINAIRE | | |
0109 807-86810 1.000 EACH | 4267.70000 4267.70| 4267.70000 4267.70| 4390.00000 4390.00
SERVICE POINT, II | | |
0110 807-86910 12.000 EACH | 63.40000 760.80| 63.40000 760.80| 44.25000 531.00
CONNECTOR KIT, UNFUSED | | |
0111 807-86915 12.000 EACH | 63.40000 760.80| 63.40000 760.80| 46.90000 562.80
CONNECTOR KIT, FUSED | | |
0112 807-86920 27.000 EACH | 40.30000 1088.10| 40.30000 1088.10| 20.70000 558.90
MULTIPLE COMPRESSION FITTING, | | |
NON-WATERPROOFED | | |
0113 807-86930 37.000 EACH | 1.20000 44.40| 1.20000 44.40| 16.00000 592.00
INSULATION LINK, NONWATERPROOFED | | |
ORNAMENTAL WITH LUMINAIRE | | |
0114 808-03439 480.000 LFT | 3.70000 1776.00| 3.70000 1776.00| 3.90000 1872.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK, WHITE, 24 IN. 24 IN X 10 FT, | | |
(2 FT. SPACING) | | |
0115 808-04767 156.000 LFT | 2.50000 390.00| 2.50000 390.00| 2.60000 405.60
LINE THERMO, WHITE, YIELD LINE, 16 IN X | | |
24 IN | | |
0116 808-04767 88.000 LFT | 8.15000 717.20| 8.15000 717.20| 8.60000 756.80
LINE TRANS, THERMO, WHITE, YIELD, SHARK | | |
TEETH | | |
0117 808-06609 4.000 EACH | 70.00000 280.00| 70.00000 280.00| 73.75000 295.00
PAVEMENT MESSAGE MARKING , THERMO, THRU | | |
ARROW | | |
0118 808-06609 4.000 EACH | 140.00000 560.00| 140.00000 560.00| 148.00000 592.00
PAVEMENT MESSAGE MARKING , THERMO, THRU | | |
TURN ARROW | | |
0119 808-06701 779.000 LFT | 0.80000 623.20| 0.80000 623.20| 0.84000 654.36
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0120 808-06703 895.000 LFT | 0.60000 537.00| 0.60000 537.00| 0.63000 563.85
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0121 808-75245 5684.000 LFT | 0.40000 2273.60| 0.40000 2273.60| 0.42000 2387.28
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 260 -9
TABULATION OF BIDS
ROUTE :
CALL ORDER : 260 CONTRACT ID : R -29876-A COUNTIES : HENDRICKS
LETTING DATE : 04/15/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1151771 |( 3 ) 31-4351261
|RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS IN |SHELLY & SANDS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0122 808-75320 25.000 EACH | 134.00000 3350.00| 134.00000 3350.00| 142.00000 3550.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0123 808-75325 3.000 EACH | 96.00000 288.00| 96.00000 288.00| 100.00000 300.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0124 306-08043 410.000 SYS | 5.99000 2455.90| 3.19000 1307.90| 6.00000 2460.00
MILLING, TRANSITION | | |
SECTION TOTALS | $ 1,923,277.00| $ 1,981,977.55| $ 2,164,067.84
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,923,277.00| $ 1,981,977.55| $ 2,164,067.84
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 260 -10
TABULATION OF BIDS
ROUTE :
CALL ORDER : 260 CONTRACT ID : R -29876-A COUNTIES : HENDRICKS
LETTING DATE : 04/15/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 35-1917625 |( 6 ) 35-1868624
|E & B PAVING INC |MILESTONE CONTRACTORS LP |CENTRAL ENGINEERING & CONSTRU
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 INTERSECTION IMPROVEMENT W/ ADDED TURN LANES
| | |
0001 105-06845 LUMP | 20000.00000 20000.00| 57000.00000 57000.00| 27523.04000 27523.04
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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0008 110-01001 LUMP | 109000.00000 109000.00| 100000.00000 100000.00| 71005.01000 71005.01
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-52370 LUMP | 75000.00000 75000.00| 40000.00000 40000.00| 87651.17000 87651.17
CLEARING RIGHT OF WAY | | |
0010 202-01300 1.000 EACH | 1125.00000 1125.00| 1380.20000 1380.20| 4726.18000 4726.18
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0011 203-02000 8000.000 CYS | 8.00000 64000.00| 4.00000 32000.00| 15.00000 120000.00
EXCAVATION, COMMON | | |
0012 203-02070 8150.000 CYS | 3.00000 24450.00| 4.00000 32600.00| 6.00000 48900.00
BORROW | | |
0013 205-06932 220.000 LFT | 5.00000 1100.00| 9.75000 2145.00| 11.10000 2442.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0014 205-06933 8.000 EACH | 25.00000 200.00| 90.00000 720.00| 83.57000 668.56
TEMPORARY DITCH INLET PROTECTION | | |
0015 205-06937 4030.000 LFT | 2.00000 8060.00| 1.30000 5239.00| 1.39000 5601.70
TEMPORARY SILT FENCE | | |
0016 207-08262 20507.000 SYS | 4.30000 88180.10| 3.50000 71774.50| 3.37000 69108.59
SUBGRADE TREATMENT, TYPE I | | |
0017 207-08267 4060.000 SYS | 10.00000 40600.00| 8.00000 32480.00| 7.54000 30612.40
SUBGRADE TREATMENT, TYPE IIIA | | |
0018 210-07764 LUMP | 16146.00000 16146.00| 25000.00000 25000.00| 33361.26000 33361.26
IRRIGATION SYSTEM | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 260 -11
TABULATION OF BIDS
ROUTE :
CALL ORDER : 260 CONTRACT ID : R -29876-A COUNTIES : HENDRICKS
LETTING DATE : 04/15/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 35-1917625 |( 6 ) 35-1868624
|E & B PAVING INC |MILESTONE CONTRACTORS LP |CENTRAL ENGINEERING & CONSTRU
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 211-09264 1846.000 CYS | 15.00000 27690.00| 18.00000 33228.00| 19.17000 35387.82
STRUCTURE BACKFILL, TYPE 1 | | |
0020 303-01180 21.000 TON | 55.00000 1155.00| 50.00000 1050.00| 22.28000 467.88
COMPACTED AGGREGATE, NO. 53 | | |
0021 401-07327 1340.000 TON | 72.35000 96949.00| 68.00000 91120.00| 70.06000 93880.40
QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | |
0022 401-07397 2178.000 TON | 55.65000 121205.70| 57.00000 124146.00| 56.37000 122773.86
QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | |
0023 401-07407 3485.000 TON | 53.70000 187144.50| 55.00000 191675.00| 49.73000 173309.05
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0024 401-07423 2745.000 TON | 53.55000 146994.75| 58.00000 159210.00| 51.15000 140406.75
QC/QA-HMA, 2, 64, BASE, 19.0 mm | | |
0025 401-08333 2678.000 TON | 52.50000 140595.00| 61.00000 163358.00| 57.86300 154957.11
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0026 402-07433 134.000 TON | 94.55000 12669.70| 75.00000 10050.00| 92.30000 12368.20
HMA SURFACE, TYPE B | | |
0027 406-05520 2.200 TON | 550.00000 1210.00| 540.00000 1188.00| 667.22000 1467.88
ASPHALT FOR TACK COAT | | |
0028 502-06627 404.000 SYS | 85.00000 34340.00| 80.00000 32320.00| 67.83000 27403.32
PCCP, 6 IN. Colored and Stamped | | |
0029 604-06070 3381.000 SYS | 25.00000 84525.00| 34.00000 114954.00| 31.14000 105284.34
SIDEWALK, CONCRETE | | |
0030 604-07897 22.000 SYS | 150.00000 3300.00| 160.00000 3520.00| 111.20000 2446.40
CURB RAMP, CONCRETE, C | | |
0031 604-07901 7.000 SYS | 150.00000 1050.00| 160.00000 1120.00| 111.20000 778.40
CURB RAMP, CONCRETE, G | | |
0032 604-07904 53.000 SYS | 150.00000 7950.00| 160.00000 8480.00| 111.20000 5893.60
CURB RAMP, CONCRETE, L | | |
0033 605-06120 2993.000 LFT | 11.00000 32923.00| 21.00000 62853.00| 12.23000 36604.39
CURB, CONCRETE | | |
0034 605-06121 317.000 LFT | 25.00000 7925.00| 35.00000 11095.00| 31.14000 9871.38
CURB, CONCRETE, B | | |
0035 605-06140 4200.000 LFT | 17.00000 71400.00| 19.00000 79800.00| 11.12000 46704.00
CURB AND GUTTER, CONCRETE | | |
0036 610-07487 481.000 TON | 98.75000 47498.75| 100.00000 48100.00| 111.20000 53487.20
HMA FOR APPROACHES, TYPE B | | |
0037 610-08446 319.000 SYS | 39.00000 12441.00| 48.00000 15312.00| 48.93000 15608.67
PCCP FOR APPROACHES, 6 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 260 -12
TABULATION OF BIDS
ROUTE :
CALL ORDER : 260 CONTRACT ID : R -29876-A COUNTIES : HENDRICKS
LETTING DATE : 04/15/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 35-1917625 |( 6 ) 35-1868624
|E & B PAVING INC |MILESTONE CONTRACTORS LP |CENTRAL ENGINEERING & CONSTRU
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 610-09108 1692.000 SYS | 43.00000 72756.00| 48.00000 81216.00| 51.15000 86545.80
PCCP FOR APPROACHES, 9 IN. | | |
0039 611-06497 6.000 EACH | 185.00000 1110.00| 169.00000 1014.00| 200.17000 1201.02
MAILBOX ASSEMBLY, SINGLE | | |
0040 615-06490 20.000 EACH | 180.00000 3600.00| 154.00000 3080.00| 155.69000 3113.80
RIGHT OF WAY MARKER | | |
0041 615-06520 1.000 EACH | 700.00000 700.00| 885.00000 885.00| 1556.86000 1556.86
MONUMENT, RE-ESTABLISH | | |
0042 616-02320 47.000 SYS | 5.00000 235.00| 1.00000 47.00| 3.42000 160.74
GEOTEXTILES | | |
0043 616-06405 100.000 TON | 26.00000 2600.00| 28.00000 2800.00| 30.25000 3025.00
RIPRAP, REVETMENT | | |
0044 621-01004 2.000 EACH | 450.00000 900.00| 525.00000 1050.00| 572.70000 1145.40
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0045 621-06560 8620.000 SYS | 0.40000 3448.00| 0.50000 4310.00| 0.40000 3448.00
MULCHED SEEDING, U | | |
0046 621-06567 10.000 kGAL | 20.00000 200.00| 1.00000 10.00| 1.11000 11.10
WATER | | |
0047 621-06575 3100.000 SYS | 3.40000 10540.00| 4.00000 12400.00| 2.94000 9114.00
SODDING, NURSERY | | |
0048 622-04990 200.000 LFT | 5.00000 1000.00| 11.45000 2290.00| 22.80000 4560.00
LANDSCAPE EDGING | | |
0049 622-05638 82.000 EACH | 38.90000 3189.80| 50.25000 4120.50| 84.79000 6952.78
PLANT, DECIDUOUS SHRUB, 18 IN. OR UNDER | | |
JUNIPERUS SABINA 'BUFFALO' - BUFFALO JUN| | |
0050 622-05638 21.000 EACH | 40.50000 850.50| 47.75000 1002.75| 75.06000 1576.26
PLANT, DECIDUOUS SHRUB, 18 IN. OR UNDER | | |
VIBURNUM OPULUS 'COMPACTUM' - COMACT OPU| | |
0051 622-05650 20.000 EACH | 300.00000 6000.00| 335.00000 6700.00| 623.86000 12477.20
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 2 TO 2.5 IN. ACER CAMPESTRE - | | |
HEDGE MAPLE | | |
0052 622-05654 60.000 EACH | 14.00000 840.00| 15.45000 927.00| 15.68000 940.80
PLANT, PERENNIAL ACHILLEA MILLEFOLIUM | | |
'MOONSHINE' - MOONS | | |
0053 622-05654 66.000 EACH | 14.00000 924.00| 14.50000 957.00| 15.96000 1053.36
PLANT, PERENNIAL ACHILLEA MILLEFOLIUM | | |
'RED BEAUTY' - RED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 260 -13
TABULATION OF BIDS
ROUTE :
CALL ORDER : 260 CONTRACT ID : R -29876-A COUNTIES : HENDRICKS
LETTING DATE : 04/15/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 35-1917625 |( 6 ) 35-1868624
|E & B PAVING INC |MILESTONE CONTRACTORS LP |CENTRAL ENGINEERING & CONSTRU
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0054 622-05654 38.000 EACH | 35.50000 1349.00| 32.00000 1216.00| 15.62000 593.56
PLANT, PERENNIAL CALAMAGROSTIS | | |
ACUTIFORA 'KARL FOERSTER' | | |
0055 622-05654 452.000 EACH | 19.00000 8588.00| 18.75000 8475.00| 20.29000 9171.08
PLANT, PERENNIAL FESTUCA PVOMA G;AICA | | |
'ELIJAH BLUE'- ELIJ | | |
0056 622-05654 439.000 EACH | 14.00000 6146.00| 15.20000 6672.80| 19.79000 8687.81
PLANT, PERENNIAL RUDBECKIA HIRTA | | |
MARMALADE var. MARMALADE | | |
0057 628-09402 8.000 MOS | 2500.00000 20000.00| 2200.00000 17600.00| 1668.06000 13344.48
FIELD OFFICE, B | | |
0058 715-05024 304.000 LFT | 52.00000 15808.00| 50.00000 15200.00| 47.62000 14476.48
PIPE, TYPE 2, CIRCULAR, 36 IN. | | |
0059 715-05048 5531.000 LFT | 2.50000 13827.50| 3.00000 16593.00| 2.99000 16537.69
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0060 715-05149 2383.000 LFT | 20.00000 47660.00| 19.00000 45277.00| 21.61000 51496.63
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0061 715-05151 59.000 LFT | 26.00000 1534.00| 22.00000 1298.00| 22.53000 1329.27
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0062 715-05152 165.000 LFT | 25.00000 4125.00| 28.00000 4620.00| 23.42000 3864.30
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0063 715-05154 925.000 LFT | 34.00000 31450.00| 32.00000 29600.00| 30.49000 28203.25
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0064 715-05159 462.000 LFT | 70.00000 32340.00| 56.00000 25872.00| 60.17000 27798.54
PIPE, TYPE 2, CIRCULAR, 42 IN. | | |
0065 715-05169 154.000 LFT | 26.00000 4004.00| 22.00000 3388.00| 22.71000 3497.34
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0066 715-05171 52.000 LFT | 36.00000 1872.00| 28.00000 1456.00| 24.34000 1265.68
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0067 715-05233 23.000 LFT | 75.00000 1725.00| 57.00000 1311.00| 58.50000 1345.50
PIPE, TYPE 1, DEFORMED, 3.3 SQ. FT. | | |
0068 715-05331 73.000 LFT | 62.00000 4526.00| 59.00000 4307.00| 58.41000 4263.93
PIPE, TYPE 2, DEFORMED, MIN. AREA 3.3 | | |
SFT. | | |
0069 715-05842 1.000 EACH | 1900.00000 1900.00| 1200.00000 1200.00| 2696.45000 2696.45
CONCRETE ANCHOR, 42 IN. | | |
0070 715-06471 2.000 EACH | 250.00000 500.00| 1000.00000 2000.00| 533.57000 1067.14
PIPE END SECTION, MIN. AREA 3.3 SQ. FT. | | |
0071 715-46005 7.000 EACH | 200.00000 1400.00| 600.00000 4200.00| 494.64000 3462.48
PIPE END SECTION, 15 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 260 -14
TABULATION OF BIDS
ROUTE :
CALL ORDER : 260 CONTRACT ID : R -29876-A COUNTIES : HENDRICKS
LETTING DATE : 04/15/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 35-1917625 |( 6 ) 35-1868624
|E & B PAVING INC |MILESTONE CONTRACTORS LP |CENTRAL ENGINEERING & CONSTRU
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0072 715-46010 3.000 EACH | 250.00000 750.00| 650.00000 1950.00| 561.36000 1684.08
PIPE END SECTION, 18 IN. | | |
0073 718-52610 477.000 CYS | 32.00000 15264.00| 39.00000 18603.00| 26.00000 12402.00
AGGREGATE FOR UNDERDRAINS | | |
0074 718-99153 5961.000 SYS | 1.00000 5961.00| 1.70000 10133.70| 1.26000 7510.86
GEOTEXTILES FOR UNDERDRAIN | | |
0075 720-44000 3.000 EACH | 350.00000 1050.00| 400.00000 1200.00| 186.77000 560.31
CASTING, ADJUST TO GRADE | | |
0076 720-45030 4.000 EACH | 985.00000 3940.00| 1100.00000 4400.00| 910.22000 3640.88
INLET, E7 | | |
0077 720-45035 2.000 EACH | 985.00000 1970.00| 1100.00000 2200.00| 3130.99000 6261.98
INLET, F7 | | |
0078 720-45040 2.000 EACH | 1450.00000 2900.00| 1800.00000 3600.00| 2719.97000 5439.94
INLET, G7 | | |
0079 720-45075 1.000 EACH | 1450.00000 1450.00| 1800.00000 1800.00| 1650.98000 1650.98
INLET, R13 | | |
0080 720-45260 2.000 EACH | 650.00000 1300.00| 1000.00000 2000.00| 656.70000 1313.40
PIPE CATCH BASIN, 12 IN. | | |
0081 720-45410 10.000 EACH | 1630.00000 16300.00| 1500.00000 15000.00| 1285.28000 12852.80
MANHOLE, C4 | | |
0082 720-45510 1.000 EACH | 13000.00000 13000.00| 10000.00000 10000.00| 9333.39000 9333.39
MANHOLE, C4, MODIFIED STORMWATER | | |
QUALITY TREATMENT STRUCTURE | | |
0083 720-93501 1.000 EACH | 5450.00000 5450.00| 5400.00000 5400.00| 5136.54000 5136.54
MANHOLE, L4 | | |
0084 720-94612 3.000 EACH | 3000.00000 9000.00| 2800.00000 8400.00| 2494.51000 7483.53
MANHOLE, K4 | | |
0085 720-94612 1.000 EACH | 38000.00000 38000.00| 30000.00000 30000.00| 30192.00000 30192.00
MANHOLE, K4 MODIFIED STORMWATER QUALITY | | |
TREATMENT ST | | |
0086 720-95422 3.000 EACH | 2400.00000 7200.00| 2100.00000 6300.00| 2224.11000 6672.33
MANHOLE, J4 | | |
0087 720-98174 19.000 EACH | 1900.00000 36100.00| 2000.00000 38000.00| 1850.04000 35150.76
INLET, B15 | | |
0088 720-98555 21.000 EACH | 1900.00000 39900.00| 2000.00000 42000.00| 1861.25000 39086.25
INLET, C15 | | |
0089 801-03290 4.000 EACH | 220.00000 880.00| 220.00000 880.00| 244.65000 978.60
CONSTRUCTION SIGN, C | | |
0090 801-04308 8.000 EACH | 129.00000 1032.00| 129.00000 1032.00| 143.45000 1147.60
ROAD CLOSURE SIGN ASSEMBLY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 260 -15
TABULATION OF BIDS
ROUTE :
CALL ORDER : 260 CONTRACT ID : R -29876-A COUNTIES : HENDRICKS
LETTING DATE : 04/15/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 35-1917625 |( 6 ) 35-1868624
|E & B PAVING INC |MILESTONE CONTRACTORS LP |CENTRAL ENGINEERING & CONSTRU
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0091 801-06625 44.000 EACH | 81.00000 3564.00| 81.00000 3564.00| 90.08000 3963.52
DETOUR ROUTE MARKER ASSEMBLY | | |
0092 801-06640 12.000 EACH | 119.00000 1428.00| 119.00000 1428.00| 132.33000 1587.96
CONSTRUCTION SIGN, A | | |
0093 801-06645 4.000 EACH | 48.00000 192.00| 48.00000 192.00| 53.38000 213.52
CONSTRUCTION SIGN, B | | |
0094 801-06775 LUMP | 83498.70000 83498.70| 59800.00000 59800.00| 81779.36000 81779.36
MAINTAINING TRAFFIC | | |
0095 801-07118 144.000 LFT | 8.00000 1152.00| 8.00000 1152.00| 8.90000 1281.60
BARRICADE, III-A | | |
0096 801-07119 192.000 LFT | 9.00000 1728.00| 9.00000 1728.00| 10.01000 1921.92
BARRICADE, III-B | | |
0097 802-05701 425.000 LFT | 13.50000 5737.50| 10.70000 4547.50| 17.77000 7552.25
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0098 802-05702 124.000 LFT | 12.50000 1550.00| 11.30000 1401.20| 17.15000 2126.60
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0099 802-76025 185.000 SFT | 16.00000 2960.00| 10.20000 1887.00| 16.87000 3120.95
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0100 802-76035 191.000 SFT | 17.00000 3247.00| 14.50000 2769.50| 17.56000 3353.96
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0101 802-76045 78.000 SFT | 18.00000 1404.00| 18.60000 1450.80| 19.28000 1503.84
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0102 805-02087 LUMP | 550.00000 550.00| 1380.20000 1380.20| 171.27000 171.27
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
0103 805-06592 289.000 LFT | 11.50000 3323.50| 18.60000 5375.40| 15.58000 4502.62
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0104 807-02191 2.000 EACH | 750.00000 1500.00| 449.30000 898.60| 797.79000 1595.58
HANDHOLE, LIGHTING | | |
0105 807-02817 12.000 EACH | 825.00000 9900.00| 667.90000 8014.80| 880.65000 10567.80
CONCRETE FOUNDATION WITH GROUNDING, 24 | | |
IN. X 24 IN. X 72 IN. | | |
0106 807-04651 720.000 LFT | 0.75000 540.00| 0.80000 576.00| 0.57000 410.40
WIRE (POLE CIRCUIT) 1C/10 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 260 -16
TABULATION OF BIDS
ROUTE :
CALL ORDER : 260 CONTRACT ID : R -29876-A COUNTIES : HENDRICKS
LETTING DATE : 04/15/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 35-1917625 |( 6 ) 35-1868624
|E & B PAVING INC |MILESTONE CONTRACTORS LP |CENTRAL ENGINEERING & CONSTRU
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0107 807-04651 1213.000 LFT | 10.00000 12130.00| 7.10000 8612.30| 10.02000 12154.26
WIRE 4-1C/6 IN PLASTIC DUCT | | |
0108 807-04654 12.000 EACH | 3250.00000 39000.00| 3214.90000 38578.80| 3256.27000 39075.24
LIGHT POLE ORNAMENTAL WITH LUMINAIRE | | |
0109 807-86810 1.000 EACH | 3000.00000 3000.00| 4267.70000 4267.70| 4635.82000 4635.82
SERVICE POINT, II | | |
0110 807-86910 12.000 EACH | 37.00000 444.00| 63.40000 760.80| 46.74000 560.88
CONNECTOR KIT, UNFUSED | | |
0111 807-86915 12.000 EACH | 35.00000 420.00| 63.40000 760.80| 49.50000 594.00
CONNECTOR KIT, FUSED | | |
0112 807-86920 27.000 EACH | 13.00000 351.00| 40.30000 1088.10| 21.85000 589.95
MULTIPLE COMPRESSION FITTING, | | |
NON-WATERPROOFED | | |
0113 807-86930 37.000 EACH | 11.00000 407.00| 1.20000 44.40| 16.94000 626.78
INSULATION LINK, NONWATERPROOFED | | |
ORNAMENTAL WITH LUMINAIRE | | |
0114 808-03439 480.000 LFT | 3.70000 1776.00| 3.70000 1776.00| 4.11000 1972.80
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK, WHITE, 24 IN. 24 IN X 10 FT, | | |
(2 FT. SPACING) | | |
0115 808-04767 156.000 LFT | 2.50000 390.00| 2.50000 390.00| 2.78000 433.68
LINE THERMO, WHITE, YIELD LINE, 16 IN X | | |
24 IN | | |
0116 808-04767 88.000 LFT | 8.15000 717.20| 8.15000 717.20| 9.06000 797.28
LINE TRANS, THERMO, WHITE, YIELD, SHARK | | |
TEETH | | |
0117 808-06609 4.000 EACH | 70.00000 280.00| 70.00000 280.00| 77.84000 311.36
PAVEMENT MESSAGE MARKING , THERMO, THRU | | |
ARROW | | |
0118 808-06609 4.000 EACH | 140.00000 560.00| 140.00000 560.00| 155.69000 622.76
PAVEMENT MESSAGE MARKING , THERMO, THRU | | |
TURN ARROW | | |
0119 808-06701 779.000 LFT | 0.80000 623.20| 0.80000 623.20| 0.89000 693.31
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0120 808-06703 895.000 LFT | 0.60000 537.00| 0.60000 537.00| 0.67000 599.65
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0121 808-75245 5684.000 LFT | 0.40000 2273.60| 0.40000 2273.60| 0.44000 2500.96
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 260 -17
TABULATION OF BIDS
ROUTE :
CALL ORDER : 260 CONTRACT ID : R -29876-A COUNTIES : HENDRICKS
LETTING DATE : 04/15/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1139301 |( 5 ) 35-1917625 |( 6 ) 35-1868624
|E & B PAVING INC |MILESTONE CONTRACTORS LP |CENTRAL ENGINEERING & CONSTRU
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0122 808-75320 25.000 EACH | 134.00000 3350.00| 134.00000 3350.00| 149.01000 3725.25
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0123 808-75325 3.000 EACH | 96.00000 288.00| 96.00000 288.00| 106.76000 320.28
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0124 306-08043 410.000 SYS | 10.00000 4100.00| 3.00000 1230.00| 6.67000 2734.70
MILLING, TRANSITION | | |
SECTION TOTALS | $ 2,188,850.00| $ 2,231,220.35| $ 2,257,790.63
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,188,850.00| $ 2,231,220.35| $ 2,257,790.63
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 260 -18
TABULATION OF BIDS
ROUTE :
CALL ORDER : 260 CONTRACT ID : R -29876-A COUNTIES : HENDRICKS
LETTING DATE : 04/15/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-0175870 |( 8 ) 35-1461789 |( 9 ) 31-1323837
|BERNS CONSTRUCTION COMPANY I |POINDEXTER EXCAVATING |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 INTERSECTION IMPROVEMENT W/ ADDED TURN LANES
| | |
0001 105-06845 LUMP | 92400.00000 92400.00| 30000.00000 30000.00| 16600.00000 16600.00
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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0008 110-01001 LUMP | 113000.00000 113000.00| 110000.00000 110000.00| 60185.00000 60185.00
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-52370 LUMP | 48000.00000 48000.00| 94000.00000 94000.00| 63700.00000 63700.00
CLEARING RIGHT OF WAY | | |
0010 202-01300 1.000 EACH | 2676.32000 2676.32| 3000.00000 3000.00| 3233.68000 3233.68
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0011 203-02000 8000.000 CYS | 1.00000 8000.00| 16.00000 128000.00| 10.15000 81200.00
EXCAVATION, COMMON | | |
0012 203-02070 8150.000 CYS | 1.00000 8150.00| 3.00000 24450.00| 13.50000 110025.00
BORROW | | |
0013 205-06932 220.000 LFT | 9.75000 2145.00| 11.00000 2420.00| 9.80000 2156.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0014 205-06933 8.000 EACH | 90.00000 720.00| 100.00000 800.00| 65.00000 520.00
TEMPORARY DITCH INLET PROTECTION | | |
0015 205-06937 4030.000 LFT | 1.28000 5158.40| 1.40000 5642.00| 1.70000 6851.00
TEMPORARY SILT FENCE | | |
0016 207-08262 20507.000 SYS | 4.30000 88180.10| 4.40000 90230.80| 4.71000 96587.97
SUBGRADE TREATMENT, TYPE I | | |
0017 207-08267 4060.000 SYS | 6.63000 26917.80| 7.00000 28420.00| 6.84000 27770.40
SUBGRADE TREATMENT, TYPE IIIA | | |
0018 210-07764 LUMP | 40000.00000 40000.00| 25000.00000 25000.00| 22340.00000 22340.00
IRRIGATION SYSTEM | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 260 -19
TABULATION OF BIDS
ROUTE :
CALL ORDER : 260 CONTRACT ID : R -29876-A COUNTIES : HENDRICKS
LETTING DATE : 04/15/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-0175870 |( 8 ) 35-1461789 |( 9 ) 31-1323837
|BERNS CONSTRUCTION COMPANY I |POINDEXTER EXCAVATING |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 211-09264 1846.000 CYS | 19.12000 35295.52| 15.80000 29166.80| 19.40000 35812.40
STRUCTURE BACKFILL, TYPE 1 | | |
0020 303-01180 21.000 TON | 287.50000 6037.50| 60.00000 1260.00| 40.30000 846.30
COMPACTED AGGREGATE, NO. 53 | | |
0021 401-07327 1340.000 TON | 59.00000 79060.00| 70.00000 93800.00| 73.70000 98758.00
QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | |
0022 401-07397 2178.000 TON | 49.00000 106722.00| 55.00000 119790.00| 64.04000 139479.12
QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | |
0023 401-07407 3485.000 TON | 48.00000 167280.00| 48.00000 167280.00| 60.41000 210528.85
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0024 401-07423 2745.000 TON | 50.00000 137250.00| 51.00000 139995.00| 60.41000 165825.45
QC/QA-HMA, 2, 64, BASE, 19.0 mm | | |
0025 401-08333 2678.000 TON | 53.00000 141934.00| 57.00000 152646.00| 62.83000 168258.74
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0026 402-07433 134.000 TON | 67.00000 8978.00| 92.00000 12328.00| 80.95000 10847.30
HMA SURFACE, TYPE B | | |
0027 406-05520 2.200 TON | 540.00000 1188.00| 650.00000 1430.00| 120.80000 265.76
ASPHALT FOR TACK COAT | | |
0028 502-06627 404.000 SYS | 138.30000 55873.20| 80.00000 32320.00| 126.90000 51267.60
PCCP, 6 IN. Colored and Stamped | | |
0029 604-06070 3381.000 SYS | 26.33000 89021.73| 33.00000 111573.00| 35.01000 118368.81
SIDEWALK, CONCRETE | | |
0030 604-07897 22.000 SYS | 261.24000 5747.28| 165.00000 3630.00| 256.65000 5646.30
CURB RAMP, CONCRETE, C | | |
0031 604-07901 7.000 SYS | 261.93000 1833.51| 260.00000 1820.00| 240.00000 1680.00
CURB RAMP, CONCRETE, G | | |
0032 604-07904 53.000 SYS | 255.27000 13529.31| 170.00000 9010.00| 115.40000 6116.20
CURB RAMP, CONCRETE, L | | |
0033 605-06120 2993.000 LFT | 14.50000 43398.50| 12.90000 38609.70| 17.87000 53484.91
CURB, CONCRETE | | |
0034 605-06121 317.000 LFT | 20.98000 6650.66| 34.00000 10778.00| 28.35000 8986.95
CURB, CONCRETE, B | | |
0035 605-06140 4200.000 LFT | 17.60000 73920.00| 11.00000 46200.00| 17.44000 73248.00
CURB AND GUTTER, CONCRETE | | |
0036 610-07487 481.000 TON | 76.00000 36556.00| 110.00000 52910.00| 86.99000 41842.19
HMA FOR APPROACHES, TYPE B | | |
0037 610-08446 319.000 SYS | 48.17000 15366.23| 50.00000 15950.00| 48.13000 15353.47
PCCP FOR APPROACHES, 6 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 260 -20
TABULATION OF BIDS
ROUTE :
CALL ORDER : 260 CONTRACT ID : R -29876-A COUNTIES : HENDRICKS
LETTING DATE : 04/15/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-0175870 |( 8 ) 35-1461789 |( 9 ) 31-1323837
|BERNS CONSTRUCTION COMPANY I |POINDEXTER EXCAVATING |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 610-09108 1692.000 SYS | 54.25000 91791.00| 51.00000 86292.00| 51.46000 87070.32
PCCP FOR APPROACHES, 9 IN. | | |
0039 611-06497 6.000 EACH | 169.00000 1014.00| 200.00000 1200.00| 217.49000 1304.94
MAILBOX ASSEMBLY, SINGLE | | |
0040 615-06490 20.000 EACH | 154.00000 3080.00| 155.00000 3100.00| 169.16000 3383.20
RIGHT OF WAY MARKER | | |
0041 615-06520 1.000 EACH | 885.00000 885.00| 1500.00000 1500.00| 1691.56000 1691.56
MONUMENT, RE-ESTABLISH | | |
0042 616-02320 47.000 SYS | 1.10000 51.70| 10.00000 470.00| 8.74000 410.78
GEOTEXTILES | | |
0043 616-06405 100.000 TON | 47.59000 4759.00| 38.00000 3800.00| 29.03000 2903.00
RIPRAP, REVETMENT | | |
0044 621-01004 2.000 EACH | 525.00000 1050.00| 600.00000 1200.00| 634.34000 1268.68
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0045 621-06560 8620.000 SYS | 0.50000 4310.00| 1.00000 8620.00| 0.60000 5172.00
MULCHED SEEDING, U | | |
0046 621-06567 10.000 kGAL | 1.00000 10.00| 10.00000 100.00| 1.21000 12.10
WATER | | |
0047 621-06575 3100.000 SYS | 5.00000 15500.00| 4.40000 13640.00| 3.65000 11315.00
SODDING, NURSERY | | |
0048 622-04990 200.000 LFT | 11.45000 2290.00| 13.00000 2600.00| 13.83000 2766.00
LANDSCAPE EDGING | | |
0049 622-05638 82.000 EACH | 50.25000 4120.50| 55.00000 4510.00| 60.71000 4978.22
PLANT, DECIDUOUS SHRUB, 18 IN. OR UNDER | | |
JUNIPERUS SABINA 'BUFFALO' - BUFFALO JUN| | |
0050 622-05638 21.000 EACH | 47.75000 1002.75| 56.00000 1176.00| 57.69000 1211.49
PLANT, DECIDUOUS SHRUB, 18 IN. OR UNDER | | |
VIBURNUM OPULUS 'COMPACTUM' - COMACT OPU| | |
0051 622-05650 20.000 EACH | 335.00000 6700.00| 370.00000 7400.00| 404.77000 8095.40
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 2 TO 2.5 IN. ACER CAMPESTRE - | | |
HEDGE MAPLE | | |
0052 622-05654 60.000 EACH | 15.45000 927.00| 17.00000 1020.00| 18.67000 1120.20
PLANT, PERENNIAL ACHILLEA MILLEFOLIUM | | |
'MOONSHINE' - MOONS | | |
0053 622-05654 66.000 EACH | 14.50000 957.00| 16.00000 1056.00| 17.52000 1156.32
PLANT, PERENNIAL ACHILLEA MILLEFOLIUM | | |
'RED BEAUTY' - RED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 260 -21
TABULATION OF BIDS
ROUTE :
CALL ORDER : 260 CONTRACT ID : R -29876-A COUNTIES : HENDRICKS
LETTING DATE : 04/15/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-0175870 |( 8 ) 35-1461789 |( 9 ) 31-1323837
|BERNS CONSTRUCTION COMPANY I |POINDEXTER EXCAVATING |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0054 622-05654 38.000 EACH | 32.00000 1216.00| 40.00000 1520.00| 38.66000 1469.08
PLANT, PERENNIAL CALAMAGROSTIS | | |
ACUTIFORA 'KARL FOERSTER' | | |
0055 622-05654 452.000 EACH | 18.75000 8475.00| 21.00000 9492.00| 22.65000 10237.80
PLANT, PERENNIAL FESTUCA PVOMA G;AICA | | |
'ELIJAH BLUE'- ELIJ | | |
0056 622-05654 439.000 EACH | 15.20000 6672.80| 16.90000 7419.10| 18.37000 8064.43
PLANT, PERENNIAL RUDBECKIA HIRTA | | |
MARMALADE var. MARMALADE | | |
0057 628-09402 8.000 MOS | 2750.00000 22000.00| 2300.00000 18400.00| 1300.00000 10400.00
FIELD OFFICE, B | | |
0058 715-05024 304.000 LFT | 58.82000 17881.28| 62.00000 18848.00| 67.09000 20395.36
PIPE, TYPE 2, CIRCULAR, 36 IN. | | |
0059 715-05048 5531.000 LFT | 4.52000 25000.12| 3.50000 19358.50| 4.11000 22732.41
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0060 715-05149 2383.000 LFT | 29.53000 70369.99| 35.00000 83405.00| 32.46000 77352.18
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0061 715-05151 59.000 LFT | 34.19000 2017.21| 42.00000 2478.00| 49.31000 2909.29
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0062 715-05152 165.000 LFT | 35.96000 5933.40| 43.00000 7095.00| 51.27000 8459.55
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0063 715-05154 925.000 LFT | 43.19000 39950.75| 46.00000 42550.00| 50.35000 46573.75
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0064 715-05159 462.000 LFT | 77.11000 35624.82| 70.00000 32340.00| 115.20000 53222.40
PIPE, TYPE 2, CIRCULAR, 42 IN. | | |
0065 715-05169 154.000 LFT | 34.19000 5265.26| 42.00000 6468.00| 49.68000 7650.72
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0066 715-05171 52.000 LFT | 35.96000 1869.92| 43.00000 2236.00| 59.20000 3078.40
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0067 715-05233 23.000 LFT | 80.94000 1861.62| 80.00000 1840.00| 105.84000 2434.32
PIPE, TYPE 1, DEFORMED, 3.3 SQ. FT. | | |
0068 715-05331 73.000 LFT | 80.94000 5908.62| 80.00000 5840.00| 93.14000 6799.22
PIPE, TYPE 2, DEFORMED, MIN. AREA 3.3 | | |
SFT. | | |
0069 715-05842 1.000 EACH | 2811.61000 2811.61| 2800.00000 2800.00| 1370.74000 1370.74
CONCRETE ANCHOR, 42 IN. | | |
0070 715-06471 2.000 EACH | 568.02000 1136.04| 900.00000 1800.00| 1233.31000 2466.62
PIPE END SECTION, MIN. AREA 3.3 SQ. FT. | | |
0071 715-46005 7.000 EACH | 435.16000 3046.12| 550.00000 3850.00| 813.08000 5691.56
PIPE END SECTION, 15 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 260 -22
TABULATION OF BIDS
ROUTE :
CALL ORDER : 260 CONTRACT ID : R -29876-A COUNTIES : HENDRICKS
LETTING DATE : 04/15/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-0175870 |( 8 ) 35-1461789 |( 9 ) 31-1323837
|BERNS CONSTRUCTION COMPANY I |POINDEXTER EXCAVATING |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0072 715-46010 3.000 EACH | 468.16000 1404.48| 650.00000 1950.00| 861.41000 2584.23
PIPE END SECTION, 18 IN. | | |
0073 718-52610 477.000 CYS | 25.08000 11963.16| 39.00000 18603.00| 33.83000 16136.91
AGGREGATE FOR UNDERDRAINS | | |
0074 718-99153 5961.000 SYS | 1.03000 6139.83| 1.60000 9537.60| 0.43000 2563.23
GEOTEXTILES FOR UNDERDRAIN | | |
0075 720-44000 3.000 EACH | 702.90000 2108.70| 800.00000 2400.00| 187.02000 561.06
CASTING, ADJUST TO GRADE | | |
0076 720-45030 4.000 EACH | 1350.81000 5403.24| 980.00000 3920.00| 1131.78000 4527.12
INLET, E7 | | |
0077 720-45035 2.000 EACH | 1332.12000 2664.24| 1050.00000 2100.00| 1259.26000 2518.52
INLET, F7 | | |
0078 720-45040 2.000 EACH | 1776.52000 3553.04| 1600.00000 3200.00| 2070.31000 4140.62
INLET, G7 | | |
0079 720-45075 1.000 EACH | 2123.49000 2123.49| 1650.00000 1650.00| 1838.83000 1838.83
INLET, R13 | | |
0080 720-45260 2.000 EACH | 680.99000 1361.98| 800.00000 1600.00| 1150.06000 2300.12
PIPE CATCH BASIN, 12 IN. | | |
0081 720-45410 10.000 EACH | 2545.37000 25453.70| 1250.00000 12500.00| 1846.68000 18466.80
MANHOLE, C4 | | |
0082 720-45510 1.000 EACH | 20507.76000 20507.76| 11000.00000 11000.00| 20715.82000 20715.82
MANHOLE, C4, MODIFIED STORMWATER | | |
QUALITY TREATMENT STRUCTURE | | |
0083 720-93501 1.000 EACH | 7425.48000 7425.48| 4750.00000 4750.00| 5829.40000 5829.40
MANHOLE, L4 | | |
0084 720-94612 3.000 EACH | 4443.21000 13329.63| 2200.00000 6600.00| 3120.59000 9361.77
MANHOLE, K4 | | |
0085 720-94612 1.000 EACH | 50285.14000 50285.14| 39300.00000 39300.00| 27491.97000 27491.97
MANHOLE, K4 MODIFIED STORMWATER QUALITY | | |
TREATMENT ST | | |
0086 720-95422 3.000 EACH | 3415.73000 10247.19| 1850.00000 5550.00| 2315.57000 6946.71
MANHOLE, J4 | | |
0087 720-98174 19.000 EACH | 2338.93000 44439.67| 1800.00000 34200.00| 2267.74000 43087.06
INLET, B15 | | |
0088 720-98555 21.000 EACH | 2338.98000 49118.58| 1830.00000 38430.00| 2279.82000 47876.22
INLET, C15 | | |
0089 801-03290 4.000 EACH | 239.00000 956.00| 240.00000 960.00| 288.77000 1155.08
CONSTRUCTION SIGN, C | | |
0090 801-04308 8.000 EACH | 189.00000 1512.00| 140.00000 1120.00| 228.36000 1826.88
ROAD CLOSURE SIGN ASSEMBLY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 260 -23
TABULATION OF BIDS
ROUTE :
CALL ORDER : 260 CONTRACT ID : R -29876-A COUNTIES : HENDRICKS
LETTING DATE : 04/15/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-0175870 |( 8 ) 35-1461789 |( 9 ) 31-1323837
|BERNS CONSTRUCTION COMPANY I |POINDEXTER EXCAVATING |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0091 801-06625 44.000 EACH | 95.00000 4180.00| 90.00000 3960.00| 114.78000 5050.32
DETOUR ROUTE MARKER ASSEMBLY | | |
0092 801-06640 12.000 EACH | 119.00000 1428.00| 130.00000 1560.00| 143.78000 1725.36
CONSTRUCTION SIGN, A | | |
0093 801-06645 4.000 EACH | 50.00000 200.00| 56.00000 224.00| 60.41000 241.64
CONSTRUCTION SIGN, B | | |
0094 801-06775 LUMP | 40950.00000 40950.00| 39000.00000 39000.00| 7224.88000 7224.88
MAINTAINING TRAFFIC | | |
0095 801-07118 144.000 LFT | 7.00000 1008.00| 10.00000 1440.00| 8.46000 1218.24
BARRICADE, III-A | | |
0096 801-07119 192.000 LFT | 9.00000 1728.00| 12.00000 2304.00| 10.87000 2087.04
BARRICADE, III-B | | |
0097 802-05701 425.000 LFT | 15.98000 6791.50| 17.50000 7437.50| 13.89000 5903.25
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0098 802-05702 124.000 LFT | 15.42000 1912.08| 18.00000 2232.00| 16.92000 2098.08
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0099 802-76025 185.000 SFT | 15.17000 2806.45| 17.00000 3145.00| 17.52000 3241.20
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0100 802-76035 191.000 SFT | 15.79000 3015.89| 18.00000 3438.00| 18.73000 3577.43
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0101 802-76045 78.000 SFT | 17.34000 1352.52| 20.00000 1560.00| 20.54000 1602.12
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0102 805-02087 LUMP | 644.77000 644.77| 800.00000 800.00| 779.06000 779.06
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
0103 805-06592 289.000 LFT | 14.01000 4048.89| 16.00000 4624.00| 16.93000 4892.77
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0104 807-02191 2.000 EACH | 717.41000 1434.82| 800.00000 1600.00| 866.82000 1733.64
HANDHOLE, LIGHTING | | |
0105 807-02817 12.000 EACH | 791.92000 9503.04| 880.00000 10560.00| 956.84000 11482.08
CONCRETE FOUNDATION WITH GROUNDING, 24 | | |
IN. X 24 IN. X 72 IN. | | |
0106 807-04651 720.000 LFT | 0.51000 367.20| 0.60000 432.00| 0.62000 446.40
WIRE (POLE CIRCUIT) 1C/10 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 260 -24
TABULATION OF BIDS
ROUTE :
CALL ORDER : 260 CONTRACT ID : R -29876-A COUNTIES : HENDRICKS
LETTING DATE : 04/15/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-0175870 |( 8 ) 35-1461789 |( 9 ) 31-1323837
|BERNS CONSTRUCTION COMPANY I |POINDEXTER EXCAVATING |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0107 807-04651 1213.000 LFT | 9.01000 10929.13| 10.00000 12130.00| 10.89000 13209.57
WIRE 4-1C/6 IN PLASTIC DUCT | | |
0108 807-04654 12.000 EACH | 2928.19000 35138.28| 3250.00000 39000.00| 3538.01000 42456.12
LIGHT POLE ORNAMENTAL WITH LUMINAIRE | | |
0109 807-86810 1.000 EACH | 4168.75000 4168.75| 4700.00000 4700.00| 5036.92000 5036.92
SERVICE POINT, II | | |
0110 807-86910 12.000 EACH | 42.03000 504.36| 50.00000 600.00| 50.78000 609.36
CONNECTOR KIT, UNFUSED | | |
0111 807-86915 12.000 EACH | 44.51000 534.12| 50.00000 600.00| 53.78000 645.36
CONNECTOR KIT, FUSED | | |
0112 807-86920 27.000 EACH | 19.65000 530.55| 25.00000 675.00| 23.74000 640.98
MULTIPLE COMPRESSION FITTING, | | |
NON-WATERPROOFED | | |
0113 807-86930 37.000 EACH | 15.23000 563.51| 18.00000 666.00| 18.40000 680.80
INSULATION LINK, NONWATERPROOFED | | |
ORNAMENTAL WITH LUMINAIRE | | |
0114 808-03439 480.000 LFT | 3.70000 1776.00| 4.00000 1920.00| 4.47000 2145.60
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK, WHITE, 24 IN. 24 IN X 10 FT, | | |
(2 FT. SPACING) | | |
0115 808-04767 156.000 LFT | 2.50000 390.00| 3.00000 468.00| 3.02000 471.12
LINE THERMO, WHITE, YIELD LINE, 16 IN X | | |
24 IN | | |
0116 808-04767 88.000 LFT | 8.15000 717.20| 9.00000 792.00| 9.85000 866.80
LINE TRANS, THERMO, WHITE, YIELD, SHARK | | |
TEETH | | |
0117 808-06609 4.000 EACH | 70.00000 280.00| 80.00000 320.00| 84.58000 338.32
PAVEMENT MESSAGE MARKING , THERMO, THRU | | |
ARROW | | |
0118 808-06609 4.000 EACH | 140.00000 560.00| 150.00000 600.00| 169.16000 676.64
PAVEMENT MESSAGE MARKING , THERMO, THRU | | |
TURN ARROW | | |
0119 808-06701 779.000 LFT | 0.80000 623.20| 0.90000 701.10| 0.97000 755.63
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0120 808-06703 895.000 LFT | 0.60000 537.00| 0.70000 626.50| 0.72000 644.40
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0121 808-75245 5684.000 LFT | 0.40000 2273.60| 0.45000 2557.80| 0.48000 2728.32
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/09
PAGE : 260 -25
TABULATION OF BIDS
ROUTE :
CALL ORDER : 260 CONTRACT ID : R -29876-A COUNTIES : HENDRICKS
LETTING DATE : 04/15/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-0175870 |( 8 ) 35-1461789 |( 9 ) 31-1323837
|BERNS CONSTRUCTION COMPANY I |POINDEXTER EXCAVATING |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0122 808-75320 25.000 EACH | 134.00000 3350.00| 150.00000 3750.00| 161.91000 4047.75
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0123 808-75325 3.000 EACH | 96.00000 288.00| 106.00000 318.00| 115.99000 347.97
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0124 306-08043 410.000 SYS | 14.00000 5740.00| 15.00000 6150.00| 6.00000 2460.00
MILLING, TRANSITION | | |
SECTION TOTALS | $ 2,266,755.74| $ 2,348,150.40| $ 2,474,951.96
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,266,755.74| $ 2,348,150.40| $ 2,474,951.96
====================================================================================================================================