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LETTING DATE : 01/15/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/15/03
PAGE : 1
LOCATION : TABULATION OF BIDS
CONTRACT ID : 008724.00 COMPLETION DATE : 10/03/03
=========
PROJECT(S): STP-8724(00)X COUNTIE(S) : CUMBERLAND MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : URBAN HIGHWAY CONSTRUCTION NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000079 R J GRONDIN & SONS, INC. $ 1,437,303.00 100.0000%
2 000116 SHAW BROTHERS CONSTRUCTION, INC. $ 1,463,576.00 101.8279%
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|( 1 ) 000079 |( 2 ) 000116 |( )
|R J GRONDIN & SONS, INC. |SHAW BROTHERS CONSTRUCTION, |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.23 1.000 EA | 375.00000 375.00| 1500.00000 1500.00|
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 1.000 EA | 550.00000 550.00| 100.00000 100.00|
REMOVING STUMP | | |
0030 202.11 1800.000 M2 | 4.50000 8100.00| 9.00000 16200.00|
REMOVING PORTLAND CEMENT CONCRETE | | |
PAVEMENT | | |
0040 202.15 2.000 EA | 850.00000 1700.00| 650.00000 1300.00|
REMOVING MANHOLE OR CATCH BASIN | | |
0050 202.203 910.000 M2 | 13.00000 11830.00| 12.00000 10920.00|
PAVEMENT BUTT JOINTS | | |
0060 203.20 8200.000 M3 | 12.00000 98400.00| 19.62000 160884.00|
COMMON EXCAVATION | | |
0070 203.2312 LUMP| 6500.00000 6500.00| 1000.00000 1000.00|
HEALTH AND SAFETY PLAN | | |
0080 203.2333 50.000 MG | 55.00000 2750.00| 120.00000 6000.00|
DISPOSAL OF SPECIAL EXCAVATION | | |
0090 206.061 50.000 M3 | 9.00000 450.00| 46.00000 2300.00|
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0100 206.07 50.000 M3 | 65.00000 3250.00| 196.00000 9800.00|
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0110 304.09 1400.000 M3 | 33.00000 46200.00| 23.50000 32900.00|
AGGREGATE BASE COURSE - CRUSHED | | |
LETTING DATE : 01/15/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/15/03
PAGE : 2
LOCATION : TABULATION OF BIDS
CONTRACT ID : 008724.00
=========
====================================================================================================================================
|( 1 ) 000079 |( 2 ) 000116 |( )
|R J GRONDIN & SONS, INC. |SHAW BROTHERS CONSTRUCTION, |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 304.10 5000.000 M3 | 17.65000 88250.00| 19.60000 98000.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0130 403.207 2000.000 MG | 80.00000 160000.00| 62.00000 124000.00|
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0140 403.208 700.000 MG | 80.00000 56000.00| 62.00000 43400.00|
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0150 403.209 250.000 MG | 100.00000 25000.00| 100.00000 25000.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0160 403.211 14.000 MG | 80.00000 1120.00| 62.00000 868.00|
HOT MIX ASPHALT (SHIM) | | |
0170 404.40 360.000 MG | 125.00000 45000.00| 125.00000 45000.00|
STONE MATRIX ASPHALT PAVEMENT, 12.5MM, | | |
SURFACE | | |
0180 404.50 1060.000 MG | 125.00000 132500.00| 125.00000 132500.00|
STONE MATRIX ASPHALT PAVEMENT, 19.0MM, | | |
BASE | | |
0190 409.15 725.000 L | 7.00000 5075.00| 7.00000 5075.00|
BITUMINOUS TACK COAT APPLIED | | |
0200 429.32 6.000 M2 | 75.00000 450.00| 40.00000 240.00|
SELF ADHESIVE ASPHALTIC MEMBRANE | | |
0210 502.341 25.000 M3 | 320.00000 8000.00| 400.00000 10000.00|
STRUCTURAL CONCRETE ROADWAY MEDIAN | | |
0220 603.159 55.000 M | 230.00000 12650.00| 148.00000 8140.00|
300 MM CULVERT PIPE OPTION III | | |
0230 604.072 6.000 EA | 1375.00000 8250.00| 3500.00000 21000.00|
CATCH BASIN TYPE A1-C | | |
0240 604.076 1.400 EA | 4500.00000 6300.00| 4500.00000 6300.00|
1500 MM CATCH BASIN TYPE A1-C | | |
0250 604.15 2.000 EA | 2600.00000 5200.00| 4800.00000 9600.00|
MANHOLE | | |
0260 604.16 3.000 EA | 600.00000 1800.00| 1000.00000 3000.00|
ALTERING CATCH BASIN TO MANHOLES | | |
0270 604.164 1.000 EA | 1275.00000 1275.00| 1500.00000 1500.00|
REBUILDING CATCH BASIN | | |
0280 604.18 9.000 EA | 600.00000 5400.00| 300.00000 2700.00|
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0290 604.245 1.000 EA | 1375.00000 1375.00| 2000.00000 2000.00|
CATCH BASIN TYPE F4-C | | |
0300 604.249 1.000 EA | 1375.00000 1375.00| 2400.00000 2400.00|
CATCH BASIN TYPE F6-C | | |
LETTING DATE : 01/15/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/15/03
PAGE : 3
LOCATION : TABULATION OF BIDS
CONTRACT ID : 008724.00
=========
====================================================================================================================================
|( 1 ) 000079 |( 2 ) 000116 |( )
|R J GRONDIN & SONS, INC. |SHAW BROTHERS CONSTRUCTION, |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 604.252 1.000 EA | 1450.00000 1450.00| 3200.00000 3200.00|
CATCH BASIN TYPE A5-C | | |
0320 604.262 1.000 EA | 1650.00000 1650.00| 3200.00000 3200.00|
CATCH BASIN TYPE B5-C | | |
0330 605.11 40.000 M | 128.00000 5120.00| 180.00000 7200.00|
300 MM UNDERDRAIN TYPE C | | |
0340 606.369 16.000 M | 50.00000 800.00| 35.00000 560.00|
GUARDRAIL REMOVED AND STACKED | | |
0350 609.11 490.000 M | 100.00000 49000.00| 86.00000 42140.00|
VERTICAL CURB TYPE 1 | | |
0360 609.12 100.000 M | 115.00000 11500.00| 147.00000 14700.00|
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0370 609.234 20.000 EA | 275.00000 5500.00| 125.00000 2500.00|
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0380 609.237 51.000 EA | 375.00000 19125.00| 225.00000 11475.00|
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0390 609.31 310.000 M | 10.00000 3100.00| 10.00000 3100.00|
CURB TYPE 3 | | |
0400 609.34 100.000 M | 88.00000 8800.00| 66.00000 6600.00|
CURB TYPE 5 | | |
0410 609.35 20.000 M | 315.00000 6300.00| 262.00000 5240.00|
CURB TYPE 5 - CIRCULAR | | |
0420 609.38 40.000 M | 42.00000 1680.00| 66.00000 2640.00|
RESET CURB TYPE 1 | | |
0430 612.06 100.000 M2 | 7.00000 700.00| 7.50000 750.00|
BITUMINOUS SEALING - BLACK | | |
0440 613.319 200.000 M2 | 2.15000 430.00| 9.50000 1900.00|
EROSION CONTROL BLANKET | | |
0450 615.07 260.000 M3 | 65.00000 16900.00| 65.00000 16900.00|
LOAM | | |
0460 618.1301 13.000 UN | 35.00000 455.00| 53.00000 689.00|
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0470 618.1401 11.000 UN | 35.00000 385.00| 50.00000 550.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0480 618.1411 3.000 UN | 100.00000 300.00| 130.00000 390.00|
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0490 619.1201 27.000 UN | 15.00000 405.00| 25.00000 675.00|
MULCH - PLAN QUANTITY | | |
0500 619.1401 50.000 M3 | 55.00000 2750.00| 36.00000 1800.00|
EROSION CONTROL MIX | | |
0510 621.196 12.000 EA | 275.00000 3300.00| 240.00000 2880.00|
MEDIUM DECIDUOUS TREE (45 MM - 50 MM | | |
CALIPER) GROUP B | | |
LETTING DATE : 01/15/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/15/03
PAGE : 4
LOCATION : TABULATION OF BIDS
CONTRACT ID : 008724.00
=========
====================================================================================================================================
|( 1 ) 000079 |( 2 ) 000116 |( )
|R J GRONDIN & SONS, INC. |SHAW BROTHERS CONSTRUCTION, |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0520 621.255 12.000 EA | 225.00000 2700.00| 275.00000 3300.00|
LARGE DECIDUOUS TREES (2400 MM - 3000 | | |
MM) GROUP A | | |
0530 626.11 10.000 EA | 550.00000 5500.00| 550.00000 5500.00|
PRECAST CONCRETE JUNCTION BOX:___ | | |
0540 626.21 160.000 M | 187.00000 29920.00| 187.00000 29920.00|
METALLIC CONDUIT | | |
0550 626.22 42.000 M | 125.00000 5250.00| 72.00000 3024.00|
NON-METALLIC CONDUIT | | |
0560 626.33 5.000 EA | 1300.00000 6500.00| 1300.00000 6500.00|
750 MM FOUNDATION | | |
0570 626.331 4.000 EA | 1500.00000 6000.00| 1500.00000 6000.00|
900 MM FOUNDATION | | |
0580 626.34 2.000 EA | 800.00000 1600.00| 800.00000 1600.00|
SIGNAL POLE FOUNDATION | | |
0590 626.35 2.000 EA | 750.00000 1500.00| 750.00000 1500.00|
CONTROLLER CABINET FOUNDATION | | |
0600 627.711 4420.000 M | 0.65000 2873.00| 0.70000 3094.00|
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0610 627.75 110.000 M2 | 16.50000 1815.00| 18.00000 1980.00|
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0620 629.05 40.000 HR | 18.00000 720.00| 28.00000 1120.00|
HAND LABOR, STRAIGHT TIME | | |
0630 631.10 20.000 HR | 11.00000 220.00| 38.00000 760.00|
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0640 631.11 20.000 HR | 18.00000 360.00| 35.00000 700.00|
AIR TOOL (INCLUDING OPERATOR) | | |
0650 631.12 40.000 HR | 75.00000 3000.00| 125.00000 5000.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0660 631.13 20.000 HR | 45.00000 900.00| 85.00000 1700.00|
BULLDOZER (INCLUDING OPERATOR) | | |
0670 631.172 40.000 HR | 39.00000 1560.00| 55.00000 2200.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0680 631.18 20.000 HR | 30.00000 600.00| 32.00000 640.00|
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0690 631.20 20.000 HR | 65.00000 1300.00| 125.00000 2500.00|
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0700 631.22 40.000 HR | 44.00000 1760.00| 85.00000 3400.00|
FRONT END LOADER (INCLUDING OPERATOR) | | |
LETTING DATE : 01/15/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/15/03
PAGE : 5
LOCATION : TABULATION OF BIDS
CONTRACT ID : 008724.00
=========
====================================================================================================================================
|( 1 ) 000079 |( 2 ) 000116 |( )
|R J GRONDIN & SONS, INC. |SHAW BROTHERS CONSTRUCTION, |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0710 631.32 20.000 HR | 95.00000 1900.00| 225.00000 4500.00|
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0720 637.071 LUMP| 5800.00000 5800.00| 3000.00000 3000.00|
DUST CONTROL | | |
0730 639.18 1.000 EA | 3575.00000 3575.00| 9000.00000 9000.00|
FIELD OFFICE TYPE A | | |
0740 643.80 LUMP| 60000.00000 60000.00| 59487.00000 59487.00|
TRAFFIC SIGNALS AT TURNPIKE SPUR W/ RTE | | |
1 | | |
0750 643.80 LUMP| 50000.00000 50000.00| 42848.00000 42848.00|
TRAFFIC SIGNALS AT TURNPIKE SPUR W/ | | |
WESTBROOK ST. | | |
0760 643.90 LUMP| 6500.00000 6500.00| 4500.00000 4500.00|
INTERCONNECT WIRE BETWEEN TURNPIKE SPUR | | |
AND WESTBROOK ST. | | |
0770 643.91 9.000 EA | 6000.00000 54000.00| 4500.00000 40500.00|
MAST ARM POLE | | |
0780 643.92 2.000 EA | 850.00000 1700.00| 700.00000 1400.00|
PEDESTAL POLE | | |
0790 645.121 1.000 EA | 5500.00000 5500.00| 4140.00000 4140.00|
OVERHEAD LANE USE SIGN ASSEMBLY | | |
0800 652.31 10.000 EA | 50.00000 500.00| 80.00000 800.00|
TYPE I BARRICADE | | |
0810 652.311 10.000 EA | 32.00000 320.00| 120.00000 1200.00|
TYPE II BARRICADE | | |
0820 652.33 50.000 EA | 60.00000 3000.00| 65.00000 3250.00|
DRUM | | |
0830 652.34 60.000 EA | 20.00000 1200.00| 25.00000 1500.00|
CONE | | |
0840 652.35 25.000 M2 | 150.00000 3750.00| 175.00000 4375.00|
CONSTRUCTION SIGNS | | |
0850 652.361 70.000 LS | 37355.00000 37355.00| 25000.00000 25000.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0860 652.37 2.000 GP | 2700.00000 5400.00| 2400.00000 4800.00|
WARNING LIGHTS | | |
0870 652.38 3000.000 HR | 18.50000 55500.00| 21.00000 63000.00|
FLAGGER | | |
0880 652.381 200.000 HR | 60.00000 12000.00| 75.00000 15000.00|
UNIFORM TRAFFIC OFFICERS | | |
0890 656.75 LUMP| 25000.00000 25000.00| 2500.00000 2500.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
LETTING DATE : 01/15/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/15/03
PAGE : 6
LOCATION : TABULATION OF BIDS
CONTRACT ID : 008724.00
=========
====================================================================================================================================
|( 1 ) 000079 |( 2 ) 000116 |( )
|R J GRONDIN & SONS, INC. |SHAW BROTHERS CONSTRUCTION, |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0900 658.20 145.000 M2 | 10.00000 1450.00| 11.00000 1595.00|
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0910 659.10 LUMP| 143000.00000 143000.00| 173027.00000 173027.00|
MOBILIZATION | | |
0920 660.21 1000.000 HR | 1.00000 1000.00| 5.00000 5000.00|
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 1,437,303.00| $ 1,463,576.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,437,303.00| $ 1,463,576.00| $
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