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LETTING DATE : 02/11/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/11/04
PAGE : 1
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 011444.00 COMPLETION DATE : 10/16/04
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PROJECT(S): NH-1144(400)E LOCATION(S): WOODSTOCK MAINE STATE DEPARTMENT OF TRANSPORTATION
STP-1209(100)X BETHEL, WOODSTOCK, OXFORD
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : LEVEL 2 NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
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1 000403 PRATT & SONS INC. $ 631,624.75 100.0000%
2 000164 C P M CONSTRUCTORS $ 682,188.50 108.0053%
3 000059 PIKE INDUSTRIES, INC. $ 691,531.50 109.4845%
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|( 1 ) 000403 |( 2 ) 000164 |( 3 ) 000059
|PRATT & SONS INC. |C P M CONSTRUCTORS |PIKE INDUSTRIES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 202.203 425.000 SY | 23.50000 9987.50| 25.00000 10625.00| 23.50000 9987.50
PAVEMENT BUTT JOINTS | | |
0020 204.41 1309.000 SY | 16.00000 20944.00| 10.00000 13090.00| 15.50000 20289.50
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0030 307.33 31650.000 SY | 1.90000 60135.00| 2.00000 63300.00| 1.75000 55387.50
FULL DEPTH RECYCLED PAVEMENT(UNTREATED | | |
SHOULDER) | | |
0040 403.207 25.000 T | 122.50000 3062.50| 122.50000 3062.50| 122.50000 3062.50
HOT MIX ASPHALT 19.0 MM HMA | | |
0050 403.208 150.000 T | 107.00000 16050.00| 107.00000 16050.00| 107.00000 16050.00
HOT MIX ASPHALT 12.5 MM HMA SURFACE | | |
0060 403.209 40.000 T | 95.00000 3800.00| 95.00000 3800.00| 95.00000 3800.00
HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS | | |
DRIVES, INCIDENT ALS) | | |
0070 403.210 4700.000 T | 44.85000 210795.00| 44.85000 210795.00| 44.85000 210795.00
HOT MIX ASPHALT 9.5 MM HMA | | |
0080 403.211 1700.000 T | 44.40000 75480.00| 44.40000 75480.00| 44.40000 75480.00
HOT MIX ASPHALT (SHIMMING) | | |
0090 409.15 1510.000 G | 5.60000 8456.00| 5.60000 8456.00| 5.60000 8456.00
BITUMINOUS TACK COAT APPLIED | | |
0100 411.10 25.000 CY | 42.00000 1050.00| 65.00000 1625.00| 48.40000 1210.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
LETTING DATE : 02/11/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/11/04
PAGE : 2
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 011444.00
=========
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|( 1 ) 000403 |( 2 ) 000164 |( 3 ) 000059
|PRATT & SONS INC. |C P M CONSTRUCTORS |PIKE INDUSTRIES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 504.069 4.000 EA | 56.00000 224.00| 75.00000 300.00| 159.50000 638.00
CONCRETE PIPE TIES | | |
0120 603.165 56.000 LF | 99.00000 5544.00| 100.00000 5600.00| 110.00000 6160.00
15 INCH REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0130 603.175 200.000 LF | 100.00000 20000.00| 110.00000 22000.00| 98.00000 19600.00
18 INCH REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0140 603.195 24.000 LF | 125.00000 3000.00| 120.00000 2880.00| 120.00000 2880.00
24 INCH REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0150 603.199 320.000 LF | 85.00000 27200.00| 75.00000 24000.00| 100.00000 32000.00
24 INCH CULVERT PIPE OPTION III | | |
0160 603.235 80.000 LF | 163.00000 13040.00| 150.00000 12000.00| 145.00000 11600.00
48 INCH REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0170 603.748 16.000 EA | 475.00000 7600.00| 550.00000 8800.00| 175.00000 2800.00
REMOVE CONCRETE HEADWALL | | |
0180 605.09 500.000 LF | 45.00000 22500.00| 25.00000 12500.00| 25.00000 12500.00
6 INCH UNDERDRAIN TYPE B | | |
0190 605.10 20.000 LF | 33.00000 660.00| 25.00000 500.00| 15.00000 300.00
6 INCH UNDERDRAIN OUTLET | | |
0200 606.23 875.000 LF | 11.85000 10368.75| 12.00000 10500.00| 13.00000 11375.00
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0210 606.231 12.500 LF | 12.88000 161.00| 13.00000 162.50| 14.00000 175.00
GUARDRAIL TYPE 3C - 15 FOOT RADIUS AND | | |
LESS | | |
0220 606.232 12.500 LF | 12.88000 161.00| 13.00000 162.50| 14.00000 175.00
GUARDRAIL TYPE 3C - OVER 15 FOOT RADIUS | | |
0230 606.265 1.000 EA | 60.00000 60.00| 65.00000 65.00| 66.00000 66.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0240 606.35 13.000 EA | 25.00000 325.00| 30.00000 390.00| 27.50000 357.50
GUARDRAIL DELINEATOR POST | | |
0250 606.357 700.000 LF | 4.25000 2975.00| 5.00000 3500.00| 4.75000 3325.00
GUARDRAIL, MODIFY, TYPE 3B | | |
0260 606.47 10.000 EA | 35.00000 350.00| 40.00000 400.00| 38.50000 385.00
SINGLE WOOD POST | | |
0270 606.754 9.000 EA | 950.00000 8550.00| 750.00000 6750.00| 975.00000 8775.00
WIDEN SHOULDER FOR GUARDRAIL 350 FLARED | | |
TERMINAL | | |
LETTING DATE : 02/11/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/11/04
PAGE : 3
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 011444.00
=========
====================================================================================================================================
|( 1 ) 000403 |( 2 ) 000164 |( 3 ) 000059
|PRATT & SONS INC. |C P M CONSTRUCTORS |PIKE INDUSTRIES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0280 606.79 9.000 EA | 1800.00000 16200.00| 1900.00000 17100.00| 1980.00000 17820.00
GUARDRAIL 350 FLARED TERMINAL | | |
0290 610.08 50.000 CY | 94.00000 4700.00| 65.00000 3250.00| 60.00000 3000.00
PLAIN RIPRAP | | |
0300 613.319 400.000 SY | 2.00000 800.00| 1.50000 600.00| 1.75000 700.00
EROSION CONTROL BLANKET | | |
0310 618.1401 43.000 UN | 28.00000 1204.00| 35.00000 1505.00| 31.00000 1333.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0320 619.1201 43.000 UN | 8.00000 344.00| 35.00000 1505.00| 9.00000 387.00
MULCH - PLAN QUANTITY | | |
0330 627.76 LUMP| 7900.00000 7900.00| 2500.00000 2500.00| 4800.00000 4800.00
TEMPORARY PVMT. MARK LINE, W OR YELLOW | | |
0340 629.05 20.000 HR | 40.00000 800.00| 35.00000 700.00| 49.50000 990.00
HAND LABOR, STRAIGHT TIME | | |
0350 631.10 10.000 HR | 43.00000 430.00| 35.00000 350.00| 66.00000 660.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0360 631.11 10.000 HR | 43.00000 430.00| 35.00000 350.00| 27.50000 275.00
AIR TOOL (INCLUDING OPERATOR) | | |
0370 631.12 20.000 HR | 113.00000 2260.00| 95.00000 1900.00| 148.50000 2970.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0380 631.172 40.000 HR | 60.00000 2400.00| 50.00000 2000.00| 71.50000 2860.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0390 631.32 30.000 HR | 200.00000 6000.00| 300.00000 9000.00| 330.00000 9900.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0400 639.19 1.000 EA | 3500.00000 3500.00| 4500.00000 4500.00| 4675.00000 4675.00
FIELD OFFICE TYPE B | | |
0410 652.33 50.000 EA | 65.00000 3250.00| 55.00000 2750.00| 60.50000 3025.00
DRUM | | |
0420 652.34 200.000 EA | 16.00000 3200.00| 15.00000 3000.00| 16.50000 3300.00
CONE | | |
0430 652.35 892.000 SF | 9.00000 8028.00| 5.00000 4460.00| 8.50000 7582.00
CONSTRUCTION SIGNS | | |
0440 652.36 87.000 CD | 110.00000 9570.00| 75.00000 6525.00| 150.00000 13050.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0450 652.38 1700.000 HR | 15.00000 25500.00| 17.00000 28900.00| 16.50000 28050.00
FLAGGER | | |
0460 656.75 LUMP| 1315.00000 1315.00| 7500.00000 7500.00| 7500.00000 7500.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0470 659.10 LUMP| 1315.00000 1315.00| 67000.00000 67000.00| 61025.00000 61025.00
MOBILIZATION | | |
SECTION TOTALS | $ 631,624.75| $ 682,188.50| $ 691,531.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 631,624.75| $ 682,188.50| $ 691,531.50
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