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LETTING DATE : 06/23/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/23/04
PAGE : 1
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 008818.00 COMPLETION DATE : 06/04/05
=========
PROJECT(S): STP-8818(00)X LOCATION(S): LEWISTON MAINE STATE DEPARTMENT OF TRANSPORTATION
STP-1025(30)X LEWISTON
A TRUE COPY : __________________________
THE SECTION OF AWARD WILL BE ON SECTION 001 TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : LEWISTON, HIGHWAY IMPROVEMENT AND HIGHWAY RESURFACING NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000763 GENDRON & GENDRON, INC. $ 1,970,500.00 100.0000%
2 000403 PRATT & SONS INC. $ 1,979,971.00 100.4806%
3 001094 K & K EXCAVATION, INC. $ 2,393,277.00 121.4553%
====================================================================================================================================
|( 1 ) 000763 |( 2 ) 000403 |( 3 ) 001094
|GENDRON & GENDRON, INC. |PRATT & SONS INC. |K & K EXCAVATION, 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 7.000 EA | 300.00000 2100.00| 300.00000 2100.00| 500.00000 3500.00
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 7.000 EA | 350.00000 2450.00| 200.00000 1400.00| 500.00000 3500.00
REMOVING STUMP | | |
0030 202.15 22.000 EA | 400.00000 8800.00| 200.00000 4400.00| 750.00000 16500.00
REMOVING MANHOLE OR CATCH BASIN | | |
0040 202.202 8610.000 M2 | 3.75000 32287.50| 4.50000 38745.00| 4.20000 36162.00
REMOVING PAVEMENT SURFACE | | |
0050 203.20 7800.000 M3 | 17.50000 136500.00| 14.00000 109200.00| 20.00000 156000.00
COMMON EXCAVATION | | |
0060 203.2312 LUMP| 2500.00000 2500.00| 4500.00000 4500.00| 10000.00000 10000.00
HEALTH AND SAFETY PLAN | | |
0070 203.2333 50.000 MG | 272.00000 13600.00| 100.00000 5000.00| 200.00000 10000.00
DISPOSAL OF SPECIAL EXCAVATION | | |
0080 203.25 115.000 M3 | 23.00000 2645.00| 27.00000 3105.00| 25.00000 2875.00
GRANULAR BORROW | | |
0090 206.061 790.000 M3 | 25.00000 19750.00| 21.00000 16590.00| 30.00000 23700.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0100 304.10 6670.000 M3 | 32.85000 219109.50| 27.00000 180090.00| 25.00000 166750.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0110 310.23 3950.000 M2 | 15.00000 59250.00| 17.50000 69125.00| 16.00000 63200.00
PLANT MIX RECYCLED ASPHALT PAVEMENT - | | |
75 MM DEPTH | | |
LETTING DATE : 06/23/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/23/04
PAGE : 2
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 008818.00
=========
====================================================================================================================================
|( 1 ) 000763 |( 2 ) 000403 |( 3 ) 001094
|GENDRON & GENDRON, INC. |PRATT & SONS INC. |K & K EXCAVATION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 403.207 1550.000 MG | 60.00000 93000.00| 60.00000 93000.00| 62.00000 96100.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0130 403.208 880.000 MG | 65.00000 57200.00| 65.00000 57200.00| 67.00000 58960.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0140 403.209 435.000 MG | 115.00000 50025.00| 115.00000 50025.00| 120.00000 52200.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0150 403.210 660.000 MG | 65.00000 42900.00| 65.00000 42900.00| 70.00000 46200.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0160 403.211 34.000 MG | 95.00000 3230.00| 95.00000 3230.00| 100.00000 3400.00
HOT MIX ASPHALT (SHIM) | | |
0170 409.15 3300.000 L | 3.75000 12375.00| 4.00000 13200.00| 4.50000 14850.00
BITUMINOUS TACK COAT APPLIED | | |
0180 603.159 68.000 M | 230.00000 15640.00| 130.00000 8840.00| 130.00000 8840.00
300 MM CULVERT PIPE OPTION III | | |
0190 603.169 100.000 M | 235.00000 23500.00| 140.00000 14000.00| 175.00000 17500.00
375 MM CULVERT PIPE OPTION III | | |
0200 603.179 119.000 M | 250.00000 29750.00| 145.00000 17255.00| 160.00000 19040.00
450 MM CULVERT PIPE OPTION III | | |
0210 603.189 25.000 M | 266.00000 6650.00| 148.00000 3700.00| 225.00000 5625.00
525 MM CULVERT PIPE OPTION III | | |
0220 603.199 109.000 M | 275.00000 29975.00| 150.00000 16350.00| 220.00000 23980.00
600 MM CULVERT PIPE OPTION III | | |
0230 604.072 34.000 EA | 2600.00000 88400.00| 2400.00000 81600.00| 1750.00000 59500.00
CATCH BASIN TYPE A1-C | | |
0240 604.09 1.000 EA | 2400.00000 2400.00| 1900.00000 1900.00| 1750.00000 1750.00
CATCH BASIN TYPE B1 | | |
0250 604.092 3.000 EA | 2400.00000 7200.00| 2200.00000 6600.00| 1750.00000 5250.00
CATCH BASIN TYPE B1-C | | |
0260 604.096 5.000 EA | 3325.00000 16625.00| 3200.00000 16000.00| 2300.00000 11500.00
1500 MM CATCH BASIN TYPE B1-C | | |
0270 604.15 3.000 EA | 2540.00000 7620.00| 3200.00000 9600.00| 2000.00000 6000.00
MANHOLE | | |
0280 605.09 266.000 M | 121.00000 32186.00| 81.00000 21546.00| 66.00000 17556.00
150 MM UNDERDRAIN TYPE B | | |
0290 605.11 598.000 M | 142.00000 84916.00| 110.00000 65780.00| 100.00000 59800.00
300 MM UNDERDRAIN TYPE C | | |
0300 605.12 58.000 M | 150.00000 8700.00| 112.00000 6496.00| 100.00000 5800.00
375 MM UNDERDRAIN TYPE C | | |
0310 605.13 321.000 M | 180.00000 57780.00| 145.00000 46545.00| 120.00000 38520.00
450 MM UNDERDRAIN TYPE C | | |
LETTING DATE : 06/23/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/23/04
PAGE : 3
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 008818.00
=========
====================================================================================================================================
|( 1 ) 000763 |( 2 ) 000403 |( 3 ) 001094
|GENDRON & GENDRON, INC. |PRATT & SONS INC. |K & K EXCAVATION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0320 605.14 14.000 M | 300.00000 4200.00| 145.00000 2030.00| 175.00000 2450.00
525 MM UNDERDRAIN TYPE C | | |
0330 607.24 43.000 M | 80.00000 3440.00| 55.00000 2365.00| 65.00000 2795.00
REMOVE AND RESET FENCE | | |
0340 609.11 760.000 M | 62.00000 47120.00| 48.00000 36480.00| 82.00000 62320.00
VERTICAL CURB TYPE 1 | | |
0350 609.12 90.000 M | 72.00000 6480.00| 72.00000 6480.00| 100.00000 9000.00
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0360 609.234 38.000 EA | 200.00000 7600.00| 118.00000 4484.00| 200.00000 7600.00
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0370 609.237 99.000 EA | 260.00000 25740.00| 155.00000 15345.00| 300.00000 29700.00
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0380 609.31 32.000 M | 17.50000 560.00| 26.00000 832.00| 24.00000 768.00
CURB TYPE 3 | | |
0390 609.38 274.000 M | 60.00000 16440.00| 60.00000 16440.00| 75.00000 20550.00
RESET CURB TYPE 1 | | |
0400 610.18 10.000 M3 | 60.00000 600.00| 54.00000 540.00| 65.00000 650.00
STONE DITCH PROTECTION | | |
0410 615.07 235.000 M3 | 35.00000 8225.00| 56.00000 13160.00| 35.00000 8225.00
LOAM | | |
0420 616.08 635.000 M2 | 14.30000 9080.50| 11.00000 6985.00| 25.00000 15875.00
SODDING | | |
0430 618.1301 14.000 UN | 45.00000 630.00| 27.00000 378.00| 25.00000 350.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0440 619.1201 19.000 UN | 45.00000 855.00| 18.00000 342.00| 18.00000 342.00
MULCH - PLAN QUANTITY | | |
0450 621.158 19.000 EA | 295.00000 5605.00| 450.00000 8550.00| 325.00000 6175.00
FLOWERING CRAB (50 MM - 65 MM CALIPER) | | |
0460 621.201 29.000 EA | 325.00000 9425.00| 420.00000 12180.00| 360.00000 10440.00
MEDIUM DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0470 621.273 43.000 EA | 325.00000 13975.00| 420.00000 18060.00| 360.00000 15480.00
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0480 621.511 18.000 EA | 39.00000 702.00| 83.00000 1494.00| 45.00000 810.00
DECIDUOUS SHRUBS (450MM - 600MM) GROUP | | |
0490 621.54 12.000 EA | 45.00000 540.00| 60.00000 720.00| 50.00000 600.00
DECIDUOUS SHRUBS (450 MM - 600 MM) | | |
GROUP A | | |
0500 621.80 LUMP| 4500.00000 4500.00| 2200.00000 2200.00| 5000.00000 5000.00
ESTABLISHMENT PERIOD | | |
LETTING DATE : 06/23/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/23/04
PAGE : 4
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 008818.00
=========
====================================================================================================================================
|( 1 ) 000763 |( 2 ) 000403 |( 3 ) 001094
|GENDRON & GENDRON, INC. |PRATT & SONS INC. |K & K EXCAVATION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0510 626.11 8.000 EA | 375.00000 3000.00| 445.00000 3560.00| 610.00000 4880.00
PRECAST CONCRETE JUNCTION BOX:___ | | |
0520 626.22 178.000 M | 30.00000 5340.00| 36.00000 6408.00| 130.00000 23140.00
NON-METALLIC CONDUIT | | |
0530 626.331 8.000 EA | 1300.00000 10400.00| 1550.00000 12400.00| 2825.00000 22600.00
900 MM FOUNDATION | | |
0540 626.35 2.000 EA | 750.00000 1500.00| 890.00000 1780.00| 800.00000 1600.00
CONTROLLER CABINET FOUNDATION | | |
0550 627.407 50.000 M2 | 175.00000 8750.00| 204.00000 10200.00| 200.00000 10000.00
REFLECTORIZED PLASTIC WHITE OR YELLOW | | |
PAVEMENT MARKING | | |
0560 627.711 4050.000 M | 0.37000 1498.50| 0.50000 2025.00| 0.40000 1620.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0570 627.75 65.000 M2 | 16.14000 1049.10| 20.00000 1300.00| 25.00000 1625.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0580 627.76 LUMP| 2000.00000 2000.00| 2400.00000 2400.00| 7500.00000 7500.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0590 629.05 24.000 HR | 30.00000 720.00| 35.00000 840.00| 25.00000 600.00
HAND LABOR, STRAIGHT TIME | | |
0600 631.12 5.000 HR | 125.00000 625.00| 100.00000 500.00| 100.00000 500.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0610 631.172 5.000 HR | 48.00000 240.00| 45.00000 225.00| 50.00000 250.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0620 637.071 LUMP| 11200.00000 11200.00| 2000.00000 2000.00| 15000.00000 15000.00
DUST CONTROL | | |
0630 643.71 LUMP| 5000.00000 5000.00| 6000.00000 6000.00| 15000.00000 15000.00
TRAFFIC SIGNAL MODIFICATION Chestnut | | |
and Canal | | |
0640 643.80 LUMP| 55634.00000 55634.00| 66000.00000 66000.00| 73500.00000 73500.00
TRAFFIC SIGNALS AT Lincoln and Cedar | | |
Streets | | |
0650 643.80 LUMP| 48970.00000 48970.00| 58000.00000 58000.00| 67500.00000 67500.00
TRAFFIC SIGNALS AT Lincoln and Chestnut | | |
Stret | | |
0660 643.86 13.000 EA | 700.00000 9100.00| 830.00000 10790.00| 775.00000 10075.00
TRAFFIC SIGNAL LOOP DETECTORS | | |
0670 643.90 LUMP| 32970.00000 32970.00| 40200.00000 40200.00| 8100.00000 8100.00
INTERCONNECT WIRE BETWEEN Main St and | | |
Canal St | | |
LETTING DATE : 06/23/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/23/04
PAGE : 5
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 008818.00
=========
====================================================================================================================================
|( 1 ) 000763 |( 2 ) 000403 |( 3 ) 001094
|GENDRON & GENDRON, INC. |PRATT & SONS INC. |K & K EXCAVATION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0680 645.292 8.000 M2 | 23.00000 184.00| 30.00000 240.00| 400.00000 3200.00
REGULATORY, WARNING, CONFIRMATION AND | | |
ROUTE MARKER ASSEMBLY SIGNS TYPE II | | |
0690 652.31 30.000 EA | 60.00000 1800.00| 50.00000 1500.00| 110.00000 3300.00
TYPE I BARRICADE | | |
0700 652.311 30.000 EA | 65.00000 1950.00| 50.00000 1500.00| 75.00000 2250.00
TYPE II BARRICADE | | |
0710 652.312 7.000 EA | 200.00000 1400.00| 375.00000 2625.00| 250.00000 1750.00
TYPE III BARRICADE | | |
0720 652.33 75.000 EA | 75.00000 5625.00| 65.00000 4875.00| 50.00000 3750.00
DRUM | | |
0730 652.34 100.000 EA | 20.00000 2000.00| 19.00000 1900.00| 20.00000 2000.00
CONE | | |
0740 652.35 100.000 M2 | 90.00000 9000.00| 115.00000 11500.00| 100.00000 10000.00
CONSTRUCTION SIGNS | | |
0750 652.361 180.000 LS | 6000.00000 6000.00| 4000.00000 4000.00| 185000.00000 185000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0760 652.38 2200.000 HR | 16.00000 35200.00| 15.00000 33000.00| 20.00000 44000.00
FLAGGER | | |
0770 656.75 LUMP| 5000.00000 5000.00| 3000.00000 3000.00| 20000.00000 20000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0780 657.24 37.000 UN | 18.00000 666.00| 10.00000 370.00| 23.00000 851.00
SEEDING PITS | | |
0790 659.10 LUMP| 126838.90000 126838.90| 175000.00000 175000.00| 100000.00000 100000.00
MOBILIZATION | | |
0800 660.21 1000.000 HR | 2.00000 2000.00| 2.00000 2000.00| 3.00000 3000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 1,730,442.00| $ 1,625,225.00| $ 1,886,279.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 ALTERNATE BID ITEMS
| | |
0810 304.09 18.000 M3 | 25.00000 450.00| 45.00000 810.00| 60.00000 1080.00
AGGREGATE BASE COURSE - CRUSHED | | |
0820 608.01 33.000 M3 | 35.00000 1155.00| 550.00000 18150.00| 550.00000 18150.00
PORTLAND CEMENT CONCRETE SLAB ON GRADE | | |
UNDER INTERLOCKING CONCRETE PAVERS | | |
0830 608.08 2119.000 M2 | 30.00000 63570.00| 48.00000 101712.00| 90.00000 190710.00
REINFORCED CONCRETE SIDEWALK | | |
0840 608.241 352.000 M2 | 90.00000 31680.00| 77.00000 27104.00| 120.00000 42240.00
INTERLOCKING CONCRETE PAVER PAVING | | |
LETTING DATE : 06/23/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/23/04
PAGE : 6
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 008818.00
=========
====================================================================================================================================
|( 1 ) 000763 |( 2 ) 000403 |( 3 ) 001094
|GENDRON & GENDRON, INC. |PRATT & SONS INC. |K & K EXCAVATION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0850 608.242 364.000 M2 | 90.00000 32760.00| 78.00000 28392.00| 130.00000 47320.00
INTERLOCKING CONCRETE PAVER CROSSWALK | | |
0860 608.28 180.000 M2 | 130.00000 23400.00| 226.00000 40680.00| 125.00000 22500.00
GRANITE PAVERS WITH SAND BASE | | |
0870 608.46 6.000 M2 | 14.00000 84.00| 35.00000 210.00| 20.00000 120.00
REGRADING SIDEWALK | | |
0880 609.11 324.000 M | 62.00000 20088.00| 150.00000 48600.00| 82.00000 26568.00
VERTICAL CURB TYPE 1 | | |
0890 609.34 43.000 M | 42.00000 1806.00| 82.00000 3526.00| 85.00000 3655.00
CURB TYPE 5 | | |
0900 609.35 10.000 M | 69.00000 690.00| 235.00000 2350.00| 200.00000 2000.00
CURB TYPE 5 - CIRCULAR | | |
0910 609.38 2.000 M | 60.00000 120.00| 62.00000 124.00| 300.00000 600.00
RESET CURB TYPE 1 | | |
0920 626.11 3.000 EA | 400.00000 1200.00| 1500.00000 4500.00| 425.00000 1275.00
PRECAST CONCRETE JUNCTION BOX:___ | | |
0930 626.21 100.000 M | 37.55000 3755.00| 47.00000 4700.00| 135.00000 13500.00
METALLIC CONDUIT | | |
0940 626.22 1000.000 M | 14.76000 14760.00| 20.00000 20000.00| 85.00000 85000.00
NON-METALLIC CONDUIT | | |
0950 626.32 34.000 EA | 550.00000 18700.00| 690.00000 23460.00| 825.00000 28050.00
600 MM FOUNDATION | | |
0960 627.4071 324.000 M | 17.50000 5670.00| 22.00000 7128.00| 20.00000 6480.00
REFLECTORIZING PLASTIC, WHITE OR YELLOW | | |
PAVE MARKING | | |
0970 634.311 1000.000 M | 3.54000 3540.00| 4.00000 4000.00| 3.00000 3000.00
#1 AWG THHN COPPER WIRE | | |
0980 634.312 2000.000 M | 3.11000 6220.00| 3.60000 7200.00| 2.75000 5500.00
#2 AWG THHN COPPER WIRE | | |
0990 634.313 1000.000 M | 2.36000 2360.00| 2.70000 2700.00| 2.00000 2000.00
#4 AWG THHN COPPER WIRE | | |
1000 634.314 1000.000 M | 1.87000 1870.00| 2.20000 2200.00| 1.75000 1750.00
#6 AWG THHN COPPER WIRE | | |
1010 634.315 2000.000 M | 1.71000 3420.00| 2.00000 4000.00| 1.50000 3000.00
#8 AWG THHN COPPER WIRE | | |
1020 634.316 2000.000 M | 1.38000 2760.00| 1.60000 3200.00| 1.25000 2500.00
#10 AWG THHN COPPER WIRE | | |
SECTION TOTALS | $ 240,058.00| $ 354,746.00| $ 506,998.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,970,500.00| $ 1,979,971.00| $ 2,393,277.00
====================================================================================================================================