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LETTING DATE : 10/02/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/02/02
PAGE : 1
LOCATION : PORTLAND TABULATION OF BIDS
CONTRACT ID : 007624.00 COMPLETION DATE : 06/15/03
=========
PROJECT(S): CM-7624(00)X COUNTIE(S) : CUMBERLAND MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : HIGHWAY IMPROVEMENTS NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000116 SHAW BROTHERS CONSTRUCTION, INC. $ 929,538.50 100.0000%
2 000403 PRATT & SONS INC. $ 959,064.00 103.1764%
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|( 1 ) 000116 |( 2 ) 000403 |( )
|SHAW BROTHERS CONSTRUCTION, |PRATT & SONS 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 3.000 EA | 400.00000 1200.00| 340.00000 1020.00|
REMOVING MANHOLE OR CATCH BASIN | | |
0020 202.202 7650.000 M2 | 1.60000 12240.00| 1.60000 12240.00|
REMOVING PAVEMENT SURFACE | | |
0030 202.203 380.000 M2 | 13.00000 4940.00| 14.00000 5320.00|
PAVEMENT BUTT JOINTS | | |
0040 203.20 2000.000 M3 | 32.70000 65400.00| 16.00000 32000.00|
COMMON EXCAVATION | | |
0050 203.2312 LUMP| 500.00000 500.00| 15000.00000 15000.00|
HEALTH AND SAFETY PLAN | | |
0060 203.2333 35.000 MG | 100.00000 3500.00| 50.00000 1750.00|
DISPOSAL OF SPECIAL EXCAVATION | | |
0070 203.25 200.000 M3 | 21.00000 4200.00| 18.00000 3600.00|
GRANULAR BORROW | | |
0080 304.10 1500.000 M3 | 31.50000 47250.00| 33.00000 49500.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0090 403.207 350.000 MG | 82.00000 28700.00| 86.00000 30100.00|
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0100 403.208 725.000 MG | 42.00000 30450.00| 44.00000 31900.00|
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0110 403.209 210.000 MG | 100.00000 21000.00| 97.00000 20370.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0120 403.213 830.000 MG | 42.00000 34860.00| 44.00000 36520.00|
HOT MIX ASPHALT 12.5 MM NOMINAL MAX | | |
SIZE - BASE | | |
LETTING DATE : 10/02/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/02/02
PAGE : 2
LOCATION : PORTLAND TABULATION OF BIDS
CONTRACT ID : 007624.00
=========
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000403 |( )
|SHAW BROTHERS CONSTRUCTION, |PRATT & SONS INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0130 409.15 1550.000 L | 1.65000 2557.50| 1.50000 2325.00|
BITUMINOUS TACK COAT APPLIED | | |
0140 603.159 13.000 M | 500.00000 6500.00| 365.00000 4745.00|
300 MM CULVERT PIPE OPTION III | | |
0150 604.071 4.000 EA | 3200.00000 12800.00| 3300.00000 13200.00|
CATCH BASIN TYPE A1-P | | |
0160 604.164 2.000 EA | 1200.00000 2400.00| 1750.00000 3500.00|
REBUILDING CATCH BASIN | | |
0170 604.166 8.000 EA | 900.00000 7200.00| 1750.00000 14000.00|
REBUILDING MANHOLE | | |
0180 604.18 15.000 EA | 325.00000 4875.00| 650.00000 9750.00|
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0190 604.20 1.000 EA | 275.00000 275.00| 450.00000 450.00|
300 MM TRAP | | |
0200 609.11 170.000 M | 98.00000 16660.00| 85.00000 14450.00|
VERTICAL CURB TYPE 1 | | |
0210 609.12 74.000 M | 165.00000 12210.00| 92.00000 6808.00|
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0220 609.13 7.000 M | 165.00000 1155.00| 185.00000 1295.00|
VERTICAL BRIDGE CURB TYPE 1 | | |
0230 609.234 5.000 EA | 140.00000 700.00| 224.00000 1120.00|
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0240 609.237 30.000 EA | 230.00000 6900.00| 275.00000 8250.00|
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0250 609.31 25.000 M | 25.00000 625.00| 31.00000 775.00|
CURB TYPE 3 | | |
0260 609.34 30.000 M | 93.00000 2790.00| 84.00000 2520.00|
CURB TYPE 5 | | |
0270 609.35 20.000 M | 280.00000 5600.00| 222.00000 4440.00|
CURB TYPE 5 - CIRCULAR | | |
0280 609.38 213.000 M | 66.00000 14058.00| 80.00000 17040.00|
RESET CURB TYPE 1 | | |
0290 611.162 95.000 M2 | 377.00000 35815.00| 500.00000 47500.00|
FREE STANDING SEGMENTAL WALL | | |
0300 612.06 10.000 M2 | 30.00000 300.00| 35.00000 350.00|
BITUMINOUS SEALING - BLACK | | |
0310 615.07 25.000 M3 | 53.00000 1325.00| 155.00000 3875.00|
LOAM | | |
0320 618.1301 3.000 UN | 100.00000 300.00| 145.00000 435.00|
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
LETTING DATE : 10/02/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/02/02
PAGE : 3
LOCATION : PORTLAND TABULATION OF BIDS
CONTRACT ID : 007624.00
=========
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000403 |( )
|SHAW BROTHERS CONSTRUCTION, |PRATT & SONS INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0330 619.1201 3.000 UN | 100.00000 300.00| 57.00000 171.00|
MULCH - PLAN QUANTITY | | |
0340 621.196 6.000 EA | 300.00000 1800.00| 450.00000 2700.00|
MEDIUM DECIDUOUS TREE (45 MM - 50 MM | | |
CALIPER) GROUP B | | |
0350 621.269 3.000 EA | 150.00000 450.00| 530.00000 1590.00|
LARGE DECIDUOUS TREE (45 MM - 50 MM | | |
CALIPER) GROUP C | | |
0360 621.711 150.000 EA | 15.00000 2250.00| 45.00000 6750.00|
HERBACEOUS PERENNIALS GROUP B | | |
0370 626.21 200.000 M | 85.00000 17000.00| 88.00000 17600.00|
METALLIC CONDUIT | | |
0380 626.31 5.000 EA | 880.00000 4400.00| 918.00000 4590.00|
450 MM FOUNDATION | | |
0390 626.33 6.000 EA | 1300.00000 7800.00| 1375.00000 8250.00|
750 MM FOUNDATION | | |
0400 626.331 1.000 EA | 1600.00000 1600.00| 1720.00000 1720.00|
900 MM FOUNDATION | | |
0410 626.35 2.000 EA | 700.00000 1400.00| 745.00000 1490.00|
CONTROLLER CABINET FOUNDATION | | |
0420 626.36 1.000 EA | 640.00000 640.00| 660.00000 660.00|
REMOVE OR MODIFY CONCRETE FOUNDATION | | |
0430 627.71 1560.000 M | 0.55000 858.00| 0.75000 1170.00|
100 MM WHITE PAVEMENT MARKING LINE | | |
0440 627.73 500.000 M | 0.82000 410.00| 1.15000 575.00|
100 MM YELLOW PAVEMENT MARKING LINE | | |
0450 627.75 165.000 M2 | 13.00000 2145.00| 16.00000 2640.00|
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0460 627.77 5.000 M2 | 18.00000 90.00| 17.00000 85.00|
REMOVING PAVEMENT MARKINGS | | |
0470 627.78 1200.000 M | 0.85000 1020.00| 0.75000 900.00|
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0480 629.05 50.000 MH | 30.00000 1500.00| 35.00000 1750.00|
HAND LABOR, STRAIGHT TIME | | |
0490 631.10 10.000 HR | 45.00000 450.00| 45.00000 450.00|
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0500 631.11 10.000 HR | 25.00000 250.00| 45.00000 450.00|
AIR TOOL (INCLUDING OPERATOR) | | |
0510 631.12 10.000 HR | 130.00000 1300.00| 98.00000 980.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
LETTING DATE : 10/02/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/02/02
PAGE : 4
LOCATION : PORTLAND TABULATION OF BIDS
CONTRACT ID : 007624.00
=========
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000403 |( )
|SHAW BROTHERS CONSTRUCTION, |PRATT & SONS INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0520 631.172 20.000 HR | 60.00000 1200.00| 42.00000 840.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0530 631.21 10.000 HR | 60.00000 600.00| 55.00000 550.00|
ROAD BROOM (INCLUDING OPERATORS AND | | |
HAULER) | | |
0540 631.22 10.000 HR | 90.00000 900.00| 85.00000 850.00|
FRONT END LOADER (INCLUDING OPERATOR) | | |
0550 631.32 20.000 HR | 250.00000 5000.00| 185.00000 3700.00|
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0560 636.61 15.000 M2 | 486.00000 7290.00| 800.00000 12000.00|
SEGMENTAL RETAINING WALL - SUPPLIER | | |
DESIGN | | |
0570 637.071 LUMP| 1000.00000 1000.00| 2500.00000 2500.00|
DUST CONTROL | | |
0580 639.18 1.000 EA | 5000.00000 5000.00| 9400.00000 9400.00|
FIELD OFFICE TYPE A | | |
0590 642.15 1.000 EA | 2500.00000 2500.00| 5300.00000 5300.00|
PRECAST CONCRETE STEPS | | |
0600 643.71 LUMP| 53000.00000 53000.00| 55720.00000 55720.00|
TRAFFIC SIGNAL MODIFICATION AT FOREST | | |
AVE. AND ALLEN AVE. | | |
0610 643.71 LUMP| 45000.00000 45000.00| 47380.00000 47380.00|
TRAFFIC SIGNAL MODIFICATION AT FOREST | | |
AVE. AND STEVENS AVE. | | |
0620 643.71 LUMP| 47000.00000 47000.00| 49360.00000 49360.00|
TRAFFIC SIGNAL MODIFICATION AT FOREST | | |
AVE. AND WARREN AVE. | | |
0630 643.81 LUMP| 32000.00000 32000.00| 33820.00000 33820.00|
TRAFFIC SIGNAL CONTROL SYSTEM | | |
0640 643.83 1.000 EA | 80000.00000 80000.00| 86900.00000 86900.00|
VIDEO DETECTION SYSTEM | | |
0650 643.90 LUMP| 12000.00000 12000.00| 12360.00000 12360.00|
INTERCONNECT WIRE BETWEEN STEVENS AVE. | | |
AND WARREN AVE. ALONG FORES | | |
0660 643.91 1.000 EA | 4500.00000 4500.00| 4750.00000 4750.00|
MAST ARM POLE W/ 10.7m MAST ARM | | |
0670 643.91 1.000 EA | 7000.00000 7000.00| 7320.00000 7320.00|
MAST ARM POLE W/ 12.2m AND 6.1m MAST | | |
ARMS | | |
0680 643.91 1.000 EA | 4800.00000 4800.00| 5000.00000 5000.00|
MAST ARM POLE W/ 12.2m MAST ARM | | |
LETTING DATE : 10/02/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/02/02
PAGE : 5
LOCATION : PORTLAND TABULATION OF BIDS
CONTRACT ID : 007624.00
=========
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000403 |( )
|SHAW BROTHERS CONSTRUCTION, |PRATT & SONS INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0690 643.91 3.000 EA | 3400.00000 10200.00| 3555.00000 10665.00|
MAST ARM POLE W/ 6.1m MAST ARM | | |
0700 643.91 1.000 EA | 3700.00000 3700.00| 3900.00000 3900.00|
MAST ARM POLE W/ 7.6m MAST ARM | | |
0710 643.92 5.000 EA | 800.00000 4000.00| 820.00000 4100.00|
PEDESTAL POLE | | |
0720 652.31 10.000 EA | 80.00000 800.00| 60.00000 600.00|
TYPE I BARRICADE | | |
0730 652.311 5.000 EA | 125.00000 625.00| 60.00000 300.00|
TYPE II BARRICADE | | |
0740 652.33 50.000 EA | 60.00000 3000.00| 75.00000 3750.00|
DRUM | | |
0750 652.34 60.000 EA | 30.00000 1800.00| 14.00000 840.00|
CONE | | |
0760 652.35 80.000 M2 | 194.00000 15520.00| 110.00000 8800.00|
CONSTRUCTION SIGNS | | |
0770 652.361 125.000 LS | 35000.00000 35000.00| 9700.00000 9700.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0780 652.38 2000.000 MH | 20.00000 40000.00| 18.25000 36500.00|
FLAGGER | | |
0790 652.381 200.000 MH | 65.00000 13000.00| 60.00000 12000.00|
UNIFORM TRAFFIC OFFICERS | | |
0800 656.75 LUMP| 1000.00000 1000.00| 3200.00000 3200.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0810 658.20 30.000 M2 | 21.00000 630.00| 23.00000 690.00|
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0820 659.10 LUMP| 50375.00000 50375.00| 67000.00000 67000.00|
MOBILIZATION | | |
0830 823.332 23.000 EA | 50.00000 1150.00| 200.00000 4600.00|
GATE VALVE BOX, ADJUST TO GRADE | | |
0840 823.011 10.000 EA | 500.00000 5000.00| 400.00000 4000.00|
GATE VALVE BOX, INSTALL ONLY | | |
SECTION TOTALS | $ 929,538.50| $ 959,064.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 929,538.50| $ 959,064.00| $
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