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LETTING DATE : 07/03/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 1
LOCATION : WINDHAM TABULATION OF BIDS
CONTRACT ID : 008907.00 COMPLETION DATE : 11/15/02
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PROJECT(S): STP-8907(00)X COUNTIE(S) : CUMBERLAND MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : CHIP NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
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1 000116 SHAW BROTHERS CONSTRUCTION, INC. $ 595,682.60 100.0000%
2 000164 C P M CONSTRUCTORS $ 746,604.00 125.3359%
3 000079 R J GRONDIN & SONS, INC. $ 837,683.00 140.6257%
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|( 1 ) 000116 |( 2 ) 000164 |( 3 ) 000079
|SHAW BROTHERS CONSTRUCTION, |C P M CONSTRUCTORS |R J GRONDIN & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.23 10.000 EA | 600.00000 6000.00| 1000.00000 10000.00| 200.00000 2000.00
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 12.000 EA | 250.00000 3000.00| 250.00000 3000.00| 300.00000 3600.00
REMOVING STUMP | | |
0030 202.191 LUMP| 500.00000 500.00| 5000.00000 5000.00| 1700.00000 1700.00
REMOVING EXISTING PIPE | | |
0040 202.203 300.000 M2 | 13.00000 3900.00| 20.00000 6000.00| 18.00000 5400.00
PAVEMENT BUTT JOINTS | | |
0050 203.20 6835.000 M3 | 8.00000 54680.00| 12.50000 85437.50| 9.80000 66983.00
COMMON EXCAVATION | | |
0060 203.21 260.000 M3 | 60.00000 15600.00| 60.00000 15600.00| 82.00000 21320.00
ROCK EXCAVATION | | |
0070 204.41 1200.000 M2 | 4.50000 5400.00| 4.00000 4800.00| 15.00000 18000.00
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0080 206.07 310.000 M3 | 120.00000 37200.00| 100.00000 31000.00| 240.00000 74400.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0090 304.104 7400.000 M3 | 13.00000 96200.00| 21.00000 155400.00| 17.00000 125800.00
AGGREGATE SUBBASE COURSE - GRAVEL (PLAN | | |
QUANTITY) | | |
0100 403.207 2110.000 MG | 42.00000 88620.00| 40.00000 84400.00| 44.00000 92840.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
LETTING DATE : 07/03/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 2
LOCATION : WINDHAM TABULATION OF BIDS
CONTRACT ID : 008907.00
=========
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|( 1 ) 000116 |( 2 ) 000164 |( 3 ) 000079
|SHAW BROTHERS CONSTRUCTION, |C P M CONSTRUCTORS |R J GRONDIN & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 403.209 100.000 MG | 96.00000 9600.00| 90.00000 9000.00| 180.00000 18000.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0120 403.210 890.000 MG | 38.00000 33820.00| 36.00000 32040.00| 40.00000 35600.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0130 403.211 330.000 MG | 47.00000 15510.00| 45.00000 14850.00| 50.00000 16500.00
HOT MIX ASPHALT (SHIM) | | |
0140 409.15 840.000 L | 1.60000 1344.00| 1.50000 1260.00| 1.70000 1428.00
BITUMINOUS TACK COAT APPLIED | | |
0150 411.10 50.000 M3 | 30.00000 1500.00| 35.00000 1750.00| 28.00000 1400.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0160 603.16 55.000 M | 75.00000 4125.00| 75.00000 4125.00| 160.00000 8800.00
375 MM CULVERT PIPE OPTION I | | |
0170 603.169 10.000 M | 125.00000 1250.00| 250.00000 2500.00| 270.00000 2700.00
375 MM CULVERT PIPE OPTION III | | |
0180 603.17 11.000 M | 65.00000 715.00| 150.00000 1650.00| 200.00000 2200.00
450 MM CULVERT PIPE OPTION I | | |
0190 603.77 1.000 EA | 265.00000 265.00| 200.00000 200.00| 750.00000 750.00
375 MM INLET GRATE UNIT | | |
0200 603.78 1.000 EA | 325.00000 325.00| 250.00000 250.00| 850.00000 850.00
450 MM INLET GRATE UNIT | | |
0210 604.092 3.000 EA | 2300.00000 6900.00| 2500.00000 7500.00| 2000.00000 6000.00
CATCH BASIN TYPE B1-C | | |
0220 605.09 510.000 M | 62.00000 31620.00| 90.00000 45900.00| 120.00000 61200.00
150 MM UNDERDRAIN TYPE B | | |
0230 605.10 50.000 M | 60.00000 3000.00| 120.00000 6000.00| 120.00000 6000.00
150 MM UNDERDRAIN OUTLET | | |
0240 605.12 183.000 M | 87.00000 15921.00| 130.00000 23790.00| 175.00000 32025.00
375 MM UNDERDRAIN TYPE C | | |
0250 605.13 52.000 M | 98.00000 5096.00| 140.00000 7280.00| 188.00000 9776.00
450 MM UNDERDRAIN TYPE C | | |
0260 606.752 4.000 EA | 400.00000 1600.00| 1500.00000 6000.00| 3000.00000 12000.00
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0270 606.76 4.000 EA | 1900.00000 7600.00| 1500.00000 6000.00| 3000.00000 12000.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0280 609.31 760.000 M | 12.60000 9576.00| 12.00000 9120.00| 13.20000 10032.00
CURB TYPE 3 | | |
0290 610.08 25.000 M3 | 55.00000 1375.00| 75.00000 1875.00| 175.00000 4375.00
PLAIN RIPRAP | | |
LETTING DATE : 07/03/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 3
LOCATION : WINDHAM TABULATION OF BIDS
CONTRACT ID : 008907.00
=========
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000164 |( 3 ) 000079
|SHAW BROTHERS CONSTRUCTION, |C P M CONSTRUCTORS |R J GRONDIN & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 612.06 230.000 M2 | 8.50000 1955.00| 3.55000 816.50| 4.00000 920.00
BITUMINOUS SEALING - BLACK | | |
0310 613.319 170.000 M2 | 2.00000 340.00| 5.00000 850.00| 3.00000 510.00
EROSION CONTROL BLANKET | | |
0320 615.0701 119.000 M3 | 40.00000 4760.00| 50.00000 5950.00| 70.00000 8330.00
LOAM - PLAN QUANTITY | | |
0330 617.37 1.000 M3 | 300.00000 300.00| 200.00000 200.00| 75.00000 75.00
WOODWASTE MULCH | | |
0340 618.1401 80.000 UN | 23.00000 1840.00| 14.50000 1160.00| 22.00000 1760.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0350 619.1201 160.000 UN | 15.00000 2400.00| 7.50000 1200.00| 17.00000 2720.00
MULCH - PLAN QUANTITY | | |
0360 621.039 8.000 EA | 350.00000 2800.00| 375.00000 3000.00| 275.00000 2200.00
EVERGREEN TREES (1500 MM - 1800 MM) | | |
GROUP C | | |
0370 621.273 5.000 EA | 475.00000 2375.00| 375.00000 1875.00| 400.00000 2000.00
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0380 627.71 2780.000 M | 0.52000 1445.60| 0.50000 1390.00| 0.55000 1529.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0390 627.73 1400.000 M | 1.05000 1470.00| 1.00000 1400.00| 1.10000 1540.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0400 627.75 20.000 M2 | 36.00000 720.00| 33.00000 660.00| 36.00000 720.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0410 627.76 LUMP| 3200.00000 3200.00| 2800.00000 2800.00| 3200.00000 3200.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0420 629.05 5.000 MH | 32.00000 160.00| 50.00000 250.00| 40.00000 200.00
HAND LABOR, STRAIGHT TIME | | |
0430 631.12 5.000 HR | 125.00000 625.00| 90.00000 450.00| 100.00000 500.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0440 631.14 5.000 HR | 100.00000 500.00| 110.00000 550.00| 200.00000 1000.00
GRADER (INCLUDING OPERATOR) | | |
0450 631.172 5.000 HR | 60.00000 300.00| 50.00000 250.00| 50.00000 250.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0460 631.18 10.000 HR | 40.00000 400.00| 90.00000 900.00| 100.00000 1000.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0470 631.21 5.000 HR | 70.00000 350.00| 100.00000 500.00| 100.00000 500.00
ROAD BROOM (INCLUDING OPERATORS AND | | |
HAULER) | | |
LETTING DATE : 07/03/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 4
LOCATION : WINDHAM TABULATION OF BIDS
CONTRACT ID : 008907.00
=========
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000164 |( 3 ) 000079
|SHAW BROTHERS CONSTRUCTION, |C P M CONSTRUCTORS |R J GRONDIN & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0480 631.32 10.000 HR | 100.00000 1000.00| 150.00000 1500.00| 300.00000 3000.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0490 637.071 LUMP| 500.00000 500.00| 8000.00000 8000.00| 12000.00000 12000.00
DUST CONTROL | | |
0500 639.18 1.000 EA | 5000.00000 5000.00| 5000.00000 5000.00| 4000.00000 4000.00
FIELD OFFICE TYPE A | | |
0510 643.60 LUMP| 2000.00000 2000.00| 8000.00000 8000.00| 3500.00000 3500.00
FLASHING BEACON AT: | | |
0520 652.33 25.000 EA | 50.00000 1250.00| 55.00000 1375.00| 100.00000 2500.00
DRUM | | |
0530 652.34 100.000 EA | 20.00000 2000.00| 20.00000 2000.00| 50.00000 5000.00
CONE | | |
0540 652.35 60.000 M2 | 110.00000 6600.00| 125.00000 7500.00| 120.00000 7200.00
CONSTRUCTION SIGNS | | |
0550 652.36 105.000 CD | 100.00000 10500.00| 60.00000 6300.00| 250.00000 26250.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0560 652.38 1600.000 MH | 17.50000 28000.00| 15.00000 24000.00| 26.00000 41600.00
FLAGGER | | |
0570 656.75 LUMP| 6000.00000 6000.00| 5000.00000 5000.00| 2000.00000 2000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0580 659.10 LUMP| 44650.00000 44650.00| 72000.00000 72000.00| 48000.00000 48000.00
MOBILIZATION | | |
SECTION TOTALS | $ 595,682.60| $ 746,604.00| $ 837,683.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 595,682.60| $ 746,604.00| $ 837,683.00
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