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LETTING DATE : 07/12/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/12/06
PAGE : 1
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 011183.00 COMPLETION DATE : 11/01/06
=========
PROJECT(S): STP-1118(300)X LOCATION(S): CUMBERLAND, INTERSECTION IMPROVEMENTSSTATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : CUMBERLAND, INTERSECTION IMPROVEMENTS. NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 000116 SHAW BROTHERS CONSTRUCTION, INC. $ 449,208.85 100.0000%
2 000403 PRATT & SONS, INC. $ 462,053.30 102.8593%
3 000648 DEARBORN BROTHERS CONSTRUCTION, INC. $ 497,778.75 110.8123%
4 000855 BRIDGECORP $ 518,981.80 115.5324%
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000403 |( 3 ) 000648
|SHAW BROTHERS CONSTRUCTION, |PRATT & SONS, INC. |DEARBORN BROS. CONSTR. INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 202.15 4.000 EA | 800.00000 3200.00| 260.00000 1040.00| 1000.00000 4000.00
REMOVING MANHOLE OR CATCH BASIN | | |
0020 202.203 270.000 SY | 24.25000 6547.50| 30.00000 8100.00| 35.00000 9450.00
PAVEMENT BUTT JOINTS | | |
0030 203.20 1475.000 CY | 7.00000 10325.00| 10.50000 15487.50| 12.00000 17700.00
COMMON EXCAVATION | | |
0040 203.2312 LUMP | 3000.00000 3000.00| 2400.00000 2400.00| 5000.00000 5000.00
HEALTH AND SAFETY PLAN | | |
0050 203.2333 35.000 T | 150.00000 5250.00| 170.00000 5950.00| 500.00000 17500.00
DISPOSAL OF SPECIAL EXCAVATION | | |
0060 304.10 1180.000 CY | 10.00000 11800.00| 30.00000 35400.00| 21.00000 24780.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.1024 625.000 SF | 5.65000 3531.25| 5.62000 3512.50| 12.00000 7500.00
TEXTURED ASPHALT PAVEMENT | | |
0080 403.208 175.000 T | 150.00000 26250.00| 150.00000 26250.00| 172.50000 30187.50
HOT MIX ASPHALT 12.5 MM HMA SURFACE | | |
0090 403.209 100.000 T | 140.00000 14000.00| 140.00000 14000.00| 161.00000 16100.00
HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS, | | |
DRIVES, INCIDENTALS) | | |
0100 403.213 345.000 T | 135.00000 46575.00| 135.00000 46575.00| 155.25000 53561.25
HOT MIX ASPHALT 12.5 MM HMA BASE | | |
0110 409.15 80.000 G | 15.50000 1240.00| 15.16000 1212.80| 18.00000 1440.00
BITUMINOUS TACK COAT APPLIED | | |
LETTING DATE : 07/12/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/12/06
PAGE : 2
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 011183.00
=========
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000403 |( 3 ) 000648
|SHAW BROTHERS CONSTRUCTION, |PRATT & SONS, INC. |DEARBORN BROS. CONSTR. INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0120 603.15 45.000 LF | 41.50000 1867.50| 33.00000 1485.00| 70.00000 3150.00
12 INCH CULVERT PIPE OPTION I | | |
0130 603.159 550.000 LF | 70.00000 38500.00| 74.00000 40700.00| 70.00000 38500.00
12 INCH CULVERT PIPE OPTION III | | |
0140 603.179 230.000 LF | 75.00000 17250.00| 105.00000 24150.00| 75.00000 17250.00
18 INCH CULVERT PIPE OPTION III | | |
0150 604.072 13.000 EA | 3000.00000 39000.00| 3220.00000 41860.00| 1650.00000 21450.00
CATCH BASIN TYPE A1-C | | |
0160 604.249 2.000 EA | 1500.00000 3000.00| 2100.00000 4200.00| 1500.00000 3000.00
CATCH BASIN TYPE F6-C | | |
0170 609.11 1004.000 LF | 26.00000 26104.00| 24.00000 24096.00| 37.50000 37650.00
VERTICAL CURB TYPE 1 | | |
0180 609.12 199.000 LF | 40.00000 7960.00| 30.00000 5970.00| 60.00000 11940.00
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0190 609.234 12.000 EA | 200.00000 2400.00| 145.00000 1740.00| 175.00000 2100.00
TERMINAL CURB TYPE 1 - 4 FOOT | | |
0200 610.08 10.000 CY | 200.00000 2000.00| 54.00000 540.00| 50.00000 500.00
PLAIN RIPRAP | | |
0210 615.07 95.000 CY | 55.00000 5225.00| 43.00000 4085.00| 25.00000 2375.00
LOAM | | |
0220 618.1401 8.000 UN | 75.00000 600.00| 80.00000 640.00| 100.00000 800.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0230 619.1201 8.000 UN | 20.00000 160.00| 21.00000 168.00| 75.00000 600.00
MULCH - PLAN QUANTITY | | |
0240 626.11 2.000 EA | 250.00000 500.00| 275.00000 550.00| 290.00000 580.00
PRECAST CONCRETE JUNCTION BOX | | |
0250 626.21 30.000 LF | 15.00000 450.00| 16.50000 495.00| 20.00000 600.00
METALLIC CONDUIT | | |
0260 626.22 50.000 LF | 12.00000 600.00| 13.00000 650.00| 16.00000 800.00
NON-METALLIC CONDUIT | | |
0270 626.32 2.000 EA | 650.00000 1300.00| 705.00000 1410.00| 800.00000 1600.00
24 INCH FOUNDATION | | |
0280 626.331 2.000 EA | 1100.00000 2200.00| 1200.00000 2400.00| 1500.00000 3000.00
36 INCH FOUNDATION | | |
0290 627.711 2620.000 LF | 0.63000 1650.60| 0.70000 1834.00| 0.75000 1965.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY) | | |
0300 627.75 205.000 SF | 3.00000 615.00| 3.50000 717.50| 5.00000 1025.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0310 629.05 10.000 HR | 35.00000 350.00| 48.00000 480.00| 40.00000 400.00
HAND LABOR, STRAIGHT TIME | | |
LETTING DATE : 07/12/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/12/06
PAGE : 3
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 011183.00
=========
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000403 |( 3 ) 000648
|SHAW BROTHERS CONSTRUCTION, |PRATT & SONS, INC. |DEARBORN BROS. CONSTR. INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0320 631.10 5.000 HR | 35.00000 175.00| 60.00000 300.00| 75.00000 375.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0330 631.11 5.000 HR | 35.00000 175.00| 53.00000 265.00| 60.00000 300.00
AIR TOOL (INCLUDING OPERATOR) | | |
0340 631.12 5.000 HR | 140.00000 700.00| 121.00000 605.00| 165.00000 825.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0350 631.172 5.000 HR | 70.00000 350.00| 70.00000 350.00| 60.00000 300.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0360 631.22 5.000 HR | 100.00000 500.00| 96.00000 480.00| 100.00000 500.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
0370 637.071 LUMP | 2500.00000 2500.00| 3000.00000 3000.00| 10000.00000 10000.00
DUST CONTROL | | |
0380 643.60 LUMP | 11400.00000 11400.00| 15000.00000 15000.00| 13750.00000 13750.00
FLASHING BEACON AT: RTE. 100 / | | |
BLACKSTRAP / SKILLINS | | |
0390 643.60 LUMP | 450.00000 450.00| 500.00000 500.00| 600.00000 600.00
FLASHING BEACON AT: WARNING SIGN @ | | |
SKILLINS RD. | | |
0400 643.60 LUMP | 450.00000 450.00| 500.00000 500.00| 600.00000 600.00
FLASHING BEACON AT: WARNINIG SIGN @ | | |
BLACKSTRAP RD. | | |
0410 643.93 2.000 EA | 3700.00000 7400.00| 4000.00000 8000.00| 4300.00000 8600.00
STRAIN POLE | | |
0420 645.161 2.000 EA | 415.00000 830.00| 450.00000 900.00| 500.00000 1000.00
BREAKAWAY DEVICES SINGLE POLE | | |
0430 645.271 50.000 SF | 25.00000 1250.00| 27.00000 1350.00| 32.00000 1600.00
REGULATORY, WARNING, CONFIRMATION AND | | |
ROUTE MARKER ASSEMBLY SIGNS, TYPE I | | |
0440 645.289 450.000 LB | 8.00000 3600.00| 9.00000 4050.00| 11.00000 4950.00
STEEL H-BEAM POLES | | |
0450 652.33 50.000 EA | 75.00000 3750.00| 75.00000 3750.00| 75.00000 3750.00
DRUM | | |
0460 652.34 50.000 EA | 25.00000 1250.00| 20.00000 1000.00| 25.00000 1250.00
CONE | | |
0470 652.35 235.000 SF | 16.00000 3760.00| 13.00000 3055.00| 25.00000 5875.00
CONSTRUCTION SIGNS | | |
0480 652.361 95.000 LS | 19200.00000 19200.00| 4000.00000 4000.00| 10000.00000 10000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0490 652.38 900.000 HR | 20.00000 18000.00| 17.50000 15750.00| 30.00000 27000.00
FLAGGER | | |
LETTING DATE : 07/12/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/12/06
PAGE : 4
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 011183.00
=========
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000403 |( 3 ) 000648
|SHAW BROTHERS CONSTRUCTION, |PRATT & SONS, INC. |DEARBORN BROS. CONSTR. INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0500 656.75 LUMP | 6725.00000 6725.00| 3500.00000 3500.00| 10000.00000 10000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0510 659.10 LUMP | 83293.00000 83293.00| 77600.00000 77600.00| 60000.00000 60000.00
MOBILIZATION | | |
SECTION TOTALS | $ 449,208.85| $ 462,053.30| $ 497,778.75
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 449,208.85| $ 462,053.30| $ 497,778.75
====================================================================================================================================
LETTING DATE : 07/12/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/12/06
PAGE : 5
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 011183.00
=========
====================================================================================================================================
|( 4 ) 000855 |( ) |( )
|BRIDGECORP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 202.15 4.000 EA | 557.81000 2231.24| |
REMOVING MANHOLE OR CATCH BASIN | | |
0020 202.203 270.000 SY | 24.26000 6550.20| |
PAVEMENT BUTT JOINTS | | |
0030 203.20 1475.000 CY | 13.03000 19219.25| |
COMMON EXCAVATION | | |
0040 203.2312 LUMP | 8286.81000 8286.81| |
HEALTH AND SAFETY PLAN | | |
0050 203.2333 35.000 T | 118.38000 4143.30| |
DISPOSAL OF SPECIAL EXCAVATION | | |
0060 304.10 1180.000 CY | 30.51000 36001.80| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.1024 625.000 SF | 5.32000 3325.00| |
TEXTURED ASPHALT PAVEMENT | | |
0080 403.208 175.000 T | 150.00000 26250.00| |
HOT MIX ASPHALT 12.5 MM HMA SURFACE | | |
0090 403.209 100.000 T | 140.00000 14000.00| |
HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS, | | |
DRIVES, INCIDENTALS) | | |
0100 403.213 345.000 T | 135.00000 46575.00| |
HOT MIX ASPHALT 12.5 MM HMA BASE | | |
0110 409.15 80.000 G | 15.16000 1212.80| |
BITUMINOUS TACK COAT APPLIED | | |
0120 603.15 45.000 LF | 65.30000 2938.50| |
12 INCH CULVERT PIPE OPTION I | | |
0130 603.159 550.000 LF | 70.83000 38956.50| |
12 INCH CULVERT PIPE OPTION III | | |
0140 603.179 230.000 LF | 80.50000 18515.00| |
18 INCH CULVERT PIPE OPTION III | | |
0150 604.072 13.000 EA | 3064.74000 39841.62| |
CATCH BASIN TYPE A1-C | | |
0160 604.249 2.000 EA | 2366.26000 4732.52| |
CATCH BASIN TYPE F6-C | | |
0170 609.11 1004.000 LF | 25.25000 25351.00| |
VERTICAL CURB TYPE 1 | | |
0180 609.12 199.000 LF | 31.57000 6282.43| |
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0190 609.234 12.000 EA | 126.26000 1515.12| |
TERMINAL CURB TYPE 1 - 4 FOOT | | |
LETTING DATE : 07/12/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/12/06
PAGE : 6
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 011183.00
=========
====================================================================================================================================
|( 4 ) 000855 |( ) |( )
|BRIDGECORP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0200 610.08 10.000 CY | 86.49000 864.90| |
PLAIN RIPRAP | | |
0210 615.07 95.000 CY | 77.24000 7337.80| |
LOAM | | |
0220 618.1401 8.000 UN | 123.83000 990.64| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0230 619.1201 8.000 UN | 33.02000 264.16| |
MULCH - PLAN QUANTITY | | |
0240 626.11 2.000 EA | 295.96000 591.92| |
PRECAST CONCRETE JUNCTION BOX | | |
0250 626.21 30.000 LF | 17.76000 532.80| |
METALLIC CONDUIT | | |
0260 626.22 50.000 LF | 14.21000 710.50| |
NON-METALLIC CONDUIT | | |
0270 626.32 2.000 EA | 769.49000 1538.98| |
24 INCH FOUNDATION | | |
0280 626.331 2.000 EA | 1302.21000 2604.42| |
36 INCH FOUNDATION | | |
0290 627.711 2620.000 LF | 0.75000 1965.00| |
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY) | | |
0300 627.75 205.000 SF | 3.55000 727.75| |
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0310 629.05 10.000 HR | 53.27000 532.70| |
HAND LABOR, STRAIGHT TIME | | |
0320 631.10 5.000 HR | 71.03000 355.15| |
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0330 631.11 5.000 HR | 71.03000 355.15| |
AIR TOOL (INCLUDING OPERATOR) | | |
0340 631.12 5.000 HR | 159.82000 799.10| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0350 631.172 5.000 HR | 76.95000 384.75| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0360 631.22 5.000 HR | 147.98000 739.90| |
FRONT END LOADER (INCLUDING OPERATOR) | | |
0370 637.071 LUMP | 6033.98000 6033.98| |
DUST CONTROL | | |
0380 643.60 LUMP | 13495.65000 13495.65| |
FLASHING BEACON AT: RTE. 100 / | | |
BLACKSTRAP / SKILLINS | | |
LETTING DATE : 07/12/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/12/06
PAGE : 7
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 011183.00
=========
====================================================================================================================================
|( 4 ) 000855 |( ) |( )
|BRIDGECORP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0390 643.60 LUMP | 532.72000 532.72| |
FLASHING BEACON AT: WARNING SIGN @ | | |
SKILLINS RD. | | |
0400 643.60 LUMP | 532.72000 532.72| |
FLASHING BEACON AT: WARNINIG SIGN @ | | |
BLACKSTRAP RD. | | |
0410 643.93 2.000 EA | 4363.59000 8727.18| |
STRAIN POLE | | |
0420 645.161 2.000 EA | 488.92000 977.84| |
BREAKAWAY DEVICES SINGLE POLE | | |
0430 645.271 50.000 SF | 29.60000 1480.00| |
REGULATORY, WARNING, CONFIRMATION AND | | |
ROUTE MARKER ASSEMBLY SIGNS, TYPE I | | |
0440 645.289 450.000 LB | 9.47000 4261.50| |
STEEL H-BEAM POLES | | |
0450 652.33 50.000 EA | 65.11000 3255.50| |
DRUM | | |
0460 652.34 50.000 EA | 19.07000 953.50| |
CONE | | |
0470 652.35 235.000 SF | 8.94000 2100.90| |
CONSTRUCTION SIGNS | | |
0480 652.361 95.000 LS | 26004.59000 26004.59| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0490 652.38 900.000 HR | 18.94000 17046.00| |
FLAGGER | | |
0500 656.75 LUMP | 3610.68000 3610.68| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0510 659.10 LUMP | 102745.33000 102745.33| |
MOBILIZATION | | |
SECTION TOTALS | $ 518,981.80| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 518,981.80| $ 0.00| $
====================================================================================================================================