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LETTING DATE : 06/26/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/15/03
PAGE : 1
COUNTIE(S): WALDO TABULATION OF BIDS
CONTRACT ID : 002762.40 COMPLETION DATE : 08/01/03
=========
PROJECT(S): NH-026-2762(40) LOCATION(S): WINTERPORT MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : HIGHWAY RECONSTRUCTION NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000036 H E SARGENT, INC. $ 3,345,443.05 100.0000%
2 000649 SARGENT & SARGENT, INC. $ 3,793,381.50 113.3895%
3 000164 C P M CONSTRUCTORS $ 3,917,757.70 117.1073%
4 000022 THE LANE CONSTRUCTION CORP. $ 3,970,666.50 118.6888%
5 000855 BRIDGECORP $ 4,363,148.00 130.4206%
====================================================================================================================================
|( 1 ) 000036 |( 2 ) 000649 |( 3 ) 000164
|H E SARGENT, INC. |SARGENT & SARGENT, INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.23 19.000 EA | 640.00000 12160.00| 250.00000 4750.00| 200.00000 3800.00
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 22.000 EA | 150.00000 3300.00| 100.00000 2200.00| 150.00000 3300.00
REMOVING STUMP | | |
0030 202.203 1680.000 SY | 15.25000 25620.00| 12.00000 20160.00| 12.00000 20160.00
PAVEMENT BUTT JOINTS | | |
0040 203.20 44751.000 CY | 7.50000 335632.50| 10.00000 447510.00| 11.00000 492261.00
COMMON EXCAVATION | | |
0050 203.21 450.000 CY | 45.00000 20250.00| 50.00000 22500.00| 50.00000 22500.00
ROCK EXCAVATION | | |
0060 203.2312 LUMP| 6850.00000 6850.00| 2500.00000 2500.00| 10000.00000 10000.00
HEALTH AND SAFETY PLAN | | |
0070 203.233 50.000 CY | 205.00000 10250.00| 120.00000 6000.00| 125.00000 6250.00
DISPOSAL OF SPECIAL EXCAVATION | | |
0080 203.25 115.000 CY | 10.25000 1178.75| 18.00000 2070.00| 25.00000 2875.00
GRANULAR BORROW | | |
0090 206.061 100.000 CY | 38.00000 3800.00| 25.00000 2500.00| 25.00000 2500.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0100 304.10 30000.000 CY | 11.80000 354000.00| 12.00000 360000.00| 14.00000 420000.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
LETTING DATE : 06/26/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/15/03
PAGE : 2
COUNTIE(S): WALDO TABULATION OF BIDS
CONTRACT ID : 002762.40
=========
====================================================================================================================================
|( 1 ) 000036 |( 2 ) 000649 |( 3 ) 000164
|H E SARGENT, INC. |SARGENT & SARGENT, INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 403.207 6180.000 T | 40.00000 247200.00| 38.20000 236076.00| 31.50000 194670.00
HOT MIX ASPHALT 19.0 MM HMA | | |
0120 403.208 4215.000 T | 40.00000 168600.00| 38.60000 162699.00| 31.50000 132772.50
HOT MIX ASPHALT 12.5 MM HMA SURFACE | | |
0130 403.209 975.000 T | 95.50000 93112.50| 85.00000 82875.00| 75.00000 73125.00
HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS | | |
DRIVES, INCIDENT ALS) | | |
0140 409.15 1050.000 G | 5.75000 6037.50| 5.00000 5250.00| 4.50000 4725.00
BITUMINOUS TACK COAT APPLIED | | |
0150 502.302 LUMP| 14500.00000 14500.00| 3000.00000 3000.00| 2500.00000 2500.00
STRUCTURAL CONCRETE BOX CULVERT, REPAIR | | |
0160 507.0841 LUMP| 3200.00000 3200.00| 4000.00000 4000.00| 2500.00000 2500.00
STEEL PIPE HAND RAILING | | |
0170 525.326 990.000 SF | 52.00000 51480.00| 50.00000 49500.00| 25.00000 24750.00
FIELD STONE RETAINING WALL | | |
0180 603.159 388.000 LF | 26.50000 10282.00| 42.00000 16296.00| 35.00000 13580.00
12 INCH CULVERT PIPE OPTION III | | |
0190 603.169 440.000 LF | 28.50000 12540.00| 45.00000 19800.00| 36.00000 15840.00
15 INCH CULVERT PIPE OPTION III | | |
0200 603.179 324.000 LF | 32.50000 10530.00| 48.00000 15552.00| 40.00000 12960.00
18 INCH CULVERT PIPE OPTION III | | |
0210 603.199 340.000 LF | 39.00000 13260.00| 54.00000 18360.00| 45.00000 15300.00
24 INCH CULVERT PIPE OPTION III | | |
0220 603.209 40.000 LF | 43.25000 1730.00| 60.00000 2400.00| 46.00000 1840.00
30 INCH CULVERT PIPE OPTION III | | |
0230 603.219 40.000 LF | 44.00000 1760.00| 72.00000 2880.00| 50.00000 2000.00
36 INCH CULVERT PIPE OPTION III | | |
0240 603.77 1.000 EA | 290.00000 290.00| 300.00000 300.00| 175.00000 175.00
15 INCH INLET GRATE UNIT | | |
0250 603.80 2.000 EA | 415.00000 830.00| 450.00000 900.00| 225.00000 450.00
24 INCH INLET GRATE UNIT | | |
0260 603.82 1.000 EA | 585.00000 585.00| 600.00000 600.00| 300.00000 300.00
36 INCH INLET GRATE UNIT | | |
0270 604.072 43.000 EA | 1795.00000 77185.00| 2200.00000 94600.00| 2200.00000 94600.00
CATCH BASIN TYPE A1-C | | |
0280 604.096 1.000 EA | 2475.00000 2475.00| 2500.00000 2500.00| 3000.00000 3000.00
60 INCH CATCH BASIN TYPE B1-C | | |
0290 604.166 2.000 EA | 1500.00000 3000.00| 1250.00000 2500.00| 850.00000 1700.00
REBUILDING MANHOLE | | |
0300 604.18 4.000 EA | 960.00000 3840.00| 500.00000 2000.00| 200.00000 800.00
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
LETTING DATE : 06/26/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/15/03
PAGE : 3
COUNTIE(S): WALDO TABULATION OF BIDS
CONTRACT ID : 002762.40
=========
====================================================================================================================================
|( 1 ) 000036 |( 2 ) 000649 |( 3 ) 000164
|H E SARGENT, INC. |SARGENT & SARGENT, INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 604.252 15.000 EA | 2000.00000 30000.00| 2200.00000 33000.00| 2200.00000 33000.00
CATCH BASIN TYPE A5-C | | |
0320 605.09 3244.000 LF | 24.45000 79315.80| 24.00000 77856.00| 25.00000 81100.00
6 INCH UNDERDRAIN TYPE B | | |
0330 605.11 4744.000 LF | 25.00000 118600.00| 28.00000 132832.00| 28.00000 132832.00
12 INCH UNDERDRAIN TYPE C | | |
0340 605.12 1874.000 LF | 28.00000 52472.00| 32.00000 59968.00| 30.00000 56220.00
15 INCH UNDERDRAIN TYPE C | | |
0350 605.13 152.000 LF | 37.00000 5624.00| 36.00000 5472.00| 40.00000 6080.00
18 INCH UNDERDRAIN TYPE C | | |
0360 605.15 132.000 LF | 46.00000 6072.00| 42.00000 5544.00| 45.00000 5940.00
24 INCH UNDERDRAIN TYPE C | | |
0370 606.35 3.000 EA | 44.50000 133.50| 35.00000 105.00| 35.00000 105.00
GUARDRAIL DELINEATOR POST | | |
0380 606.47 15.000 EA | 40.75000 611.25| 32.00000 480.00| 32.00000 480.00
SINGLE WOOD POST | | |
0390 607.24 165.000 LF | 23.50000 3877.50| 20.00000 3300.00| 18.40000 3036.00
REMOVE AND RESET FENCE | | |
0400 609.11 8225.000 LF | 20.25000 166556.25| 24.00000 197400.00| 22.00000 180950.00
VERTICAL CURB TYPE 1 | | |
0410 609.12 660.000 LF | 33.10000 21846.00| 30.00000 19800.00| 28.00000 18480.00
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0420 609.234 73.000 EA | 146.00000 10658.00| 100.00000 7300.00| 100.00000 7300.00
TERMINAL CURB TYPE 1 - 4 FOOT | | |
0430 609.237 128.000 EA | 258.00000 33024.00| 175.00000 22400.00| 170.00000 21760.00
TERMINAL CURB TYPE 1 - 7 FOOT | | |
0440 609.31 320.000 LF | 5.10000 1632.00| 6.00000 1920.00| 4.00000 1280.00
CURB TYPE 3 | | |
0450 609.38 250.000 LF | 29.00000 7250.00| 10.00000 2500.00| 9.00000 2250.00
RESET CURB TYPE 1 | | |
0460 610.08 20.000 CY | 41.00000 820.00| 45.00000 900.00| 50.00000 1000.00
PLAIN RIPRAP | | |
0470 610.18 30.000 CY | 41.00000 1230.00| 40.00000 1200.00| 50.00000 1500.00
STONE DITCH PROTECTION | | |
0480 612.06 35.000 SY | 19.00000 665.00| 3.00000 105.00| 15.00000 525.00
BITUMINOUS SEALING - BLACK | | |
0490 613.319 200.000 SY | 1.50000 300.00| 3.00000 600.00| 2.00000 400.00
EROSION CONTROL BLANKET | | |
0500 615.07 1300.000 CY | 24.50000 31850.00| 18.00000 23400.00| 35.00000 45500.00
LOAM | | |
0510 618.1301 100.000 UN | 38.00000 3800.00| 16.50000 1650.00| 23.50000 2350.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
LETTING DATE : 06/26/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/15/03
PAGE : 4
COUNTIE(S): WALDO TABULATION OF BIDS
CONTRACT ID : 002762.40
=========
====================================================================================================================================
|( 1 ) 000036 |( 2 ) 000649 |( 3 ) 000164
|H E SARGENT, INC. |SARGENT & SARGENT, INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0520 618.1401 10.000 UN | 44.50000 445.00| 16.50000 165.00| 24.00000 240.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0530 618.1411 6.000 UN | 58.50000 351.00| 36.50000 219.00| 45.20000 271.20
SEEDING METHOD NUMBER 3 - PLAN MEASURE | | |
0540 619.1201 60.000 UN | 15.00000 900.00| 6.00000 360.00| 8.00000 480.00
MULCH - PLAN QUANTITY | | |
0550 620.58 100.000 SY | 1.25000 125.00| 4.00000 400.00| 4.00000 400.00
EROSION CONTROL GEOTEXTILE | | |
0560 621.195 43.000 EA | 312.00000 13416.00| 250.00000 10750.00| 245.00000 10535.00
MEDIUM DECIDUOUS TREE (1.75 INCH - 2 | | |
INCH CALIPER) GROUP A | | |
0570 621.267 33.000 EA | 312.00000 10296.00| 250.00000 8250.00| 245.00000 8085.00
LARGE DECIDUOUS TREE (1.75 INCH - 2 | | |
INCH CALIPER) GROUP A | | |
0580 621.395 7.000 EA | 57.00000 399.00| 60.00000 420.00| 45.00000 315.00
DWARF EVERGREENS (18 INCH - 24 INCH) | | |
GROUP A | | |
0590 621.54 60.000 EA | 45.00000 2700.00| 32.00000 1920.00| 35.00000 2100.00
DECIDUOUS SHRUBS (18 INCH - 24 INCH) | | |
GROUP A | | |
0600 621.80 LUMP| 2550.00000 2550.00| 500.00000 500.00| 2000.00000 2000.00
ESTABLISHMENT PERIOD | | |
0610 622.10 2.000 EA | 127.00000 254.00| 100.00000 200.00| 100.00000 200.00
TRANSPLANTING SHRUB | | |
0620 627.71 17500.000 LF | 0.13000 2275.00| 0.10000 1750.00| 0.10000 1750.00
4 INCH WHITE PAVEMENT MARKING LINE | | |
0630 627.73 8750.000 LF | 0.25000 2187.50| 0.15000 1312.50| 0.20000 1750.00
4 INCH YELLOW PAVEMENT MARKING LINE | | |
0640 627.75 1000.000 SF | 1.90000 1900.00| 12.00000 12000.00| 1.50000 1500.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0650 627.77 500.000 SF | 3.82000 1910.00| 1.00000 500.00| 3.00000 1500.00
REMOVING PAVEMENT MARKINGS | | |
0660 627.78 26000.000 LF | 0.25000 6500.00| 0.10000 2600.00| 0.20000 5200.00
TEMPORARY 4 INCH PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0670 629.05 80.000 HR | 29.00000 2320.00| 24.00000 1920.00| 25.00000 2000.00
HAND LABOR, STRAIGHT TIME | | |
0680 631.12 40.000 HR | 132.00000 5280.00| 120.00000 4800.00| 90.00000 3600.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
LETTING DATE : 06/26/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/15/03
PAGE : 5
COUNTIE(S): WALDO TABULATION OF BIDS
CONTRACT ID : 002762.40
=========
====================================================================================================================================
|( 1 ) 000036 |( 2 ) 000649 |( 3 ) 000164
|H E SARGENT, INC. |SARGENT & SARGENT, INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0690 631.13 40.000 HR | 165.00000 6600.00| 120.00000 4800.00| 75.00000 3000.00
BULLDOZER (INCLUDING OPERATOR) | | |
0700 631.14 40.000 HR | 195.00000 7800.00| 120.00000 4800.00| 100.00000 4000.00
GRADER (INCLUDING OPERATOR) | | |
0710 631.172 40.000 HR | 60.00000 2400.00| 50.00000 2000.00| 45.00000 1800.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0720 631.20 10.000 HR | 125.00000 1250.00| 125.00000 1250.00| 120.00000 1200.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0730 631.32 10.000 HR | 190.00000 1900.00| 125.00000 1250.00| 150.00000 1500.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0740 631.36 40.000 HR | 59.50000 2380.00| 45.00000 1800.00| 40.00000 1600.00
FOREPERSON | | |
0750 637.071 LUMP| 6950.00000 6950.00| 25000.00000 25000.00| 15000.00000 15000.00
DUST CONTROL | | |
0760 639.18 1.000 EA | 20286.00000 20286.00| 5000.00000 5000.00| 10000.00000 10000.00
FIELD OFFICE TYPE A | | |
0770 642.15 4.000 EA | 2670.00000 10680.00| 1250.00000 5000.00| 1900.00000 7600.00
PRECAST CONCRETE STEPS | | |
0780 642.1811 LUMP| 16500.00000 16500.00| 15000.00000 15000.00| 18000.00000 18000.00
REMOVE AND RESET GRANITE STEPS | | |
0790 652.31 10.000 EA | 76.75000 767.50| 30.00000 300.00| 45.00000 450.00
TYPE I BARRICADE | | |
0800 652.312 10.000 EA | 275.50000 2755.00| 30.00000 300.00| 125.00000 1250.00
TYPE III BARRICADE | | |
0810 652.33 100.000 EA | 76.75000 7675.00| 30.00000 3000.00| 60.00000 6000.00
DRUM | | |
0820 652.34 100.000 EA | 38.00000 3800.00| 12.00000 1200.00| 20.00000 2000.00
CONE | | |
0830 652.35 1500.000 SF | 12.50000 18750.00| 15.00000 22500.00| 8.50000 12750.00
CONSTRUCTION SIGNS | | |
0840 652.361 250.000 LS | 43000.00000 43000.00| 22500.00000 22500.00| 15000.00000 15000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0850 652.38 3500.000 HR | 19.00000 66500.00| 12.00000 42000.00| 11.45000 40075.00
FLAGGER | | |
0860 656.75 LUMP| 23300.00000 23300.00| 16750.00000 16750.00| 15000.00000 15000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0870 659.10 LUMP| 52375.00000 52375.00| 379200.00000 379200.00| 350000.00000 350000.00
MOBILIZATION | | |
0880 660.21 2000.000 HR | 1.00000 2000.00| 2.00000 4000.00| 0.01000 20.00
ON-THE-JOB TRAINING (BID) | | |
LETTING DATE : 06/26/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/15/03
PAGE : 6
COUNTIE(S): WALDO TABULATION OF BIDS
CONTRACT ID : 002762.40
=========
====================================================================================================================================
|( 1 ) 000036 |( 2 ) 000649 |( 3 ) 000164
|H E SARGENT, INC. |SARGENT & SARGENT, INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0890 801.16 3300.000 LF | 40.00000 132000.00| 42.00000 138600.00| 45.00000 148500.00
6 INCH PVC SANITARY SEWER (SDR-35) | | |
0900 801.17 4700.000 LF | 40.00000 188000.00| 45.00000 211500.00| 46.00000 216200.00
8 INCH PVC SANITARY SEWER (SDR-35) | | |
0910 801.175 3200.000 LF | 41.50000 132800.00| 52.00000 166400.00| 48.00000 153600.00
10 INCH PVC SANITARY SEWER | | |
0920 803.01 35.000 EA | 640.00000 22400.00| 150.00000 5250.00| 250.00000 8750.00
TEST PITS | | |
0930 803.16 40.000 EA | 2700.00000 108000.00| 2500.00000 100000.00| 2500.00000 100000.00
4 FOOT DIAMETER PRECAST SEWER MANHOLE | | |
0940 803.1651 1.000 EA | 3800.00000 3800.00| 3000.00000 3000.00| 5000.00000 5000.00
5' DIAMETER PRECAST SEWER MANHOLE W/ | | |
DROP INLET | | |
0950 822.321 60.000 LF | 43.00000 2580.00| 60.00000 3600.00| 60.00000 3600.00
4 INCH CLASS 52 DUCTILE IRON PIPE | | |
0960 822.33 140.000 LF | 47.00000 6580.00| 60.00000 8400.00| 70.00000 9800.00
6 INCH CLASS 52 DUCTILE IRON PIPE | | |
0970 822.34 3400.000 LF | 32.00000 108800.00| 42.00000 142800.00| 80.00000 272000.00
8 INCH CLASS 52 DUCTILE IRON PIPE | | |
0980 822.35 1350.000 LF | 36.75000 49612.50| 48.00000 64800.00| 85.00000 114750.00
10 INCH CLASS 52 DUCTILE IRON PIPE | | |
0990 823.321 2.000 EA | 1273.00000 2546.00| 1000.00000 2000.00| 1800.00000 3600.00
10'' GATE VALVE WITH BOX | | |
1000 823.3251 4.000 EA | 928.00000 3712.00| 750.00000 3000.00| 1500.00000 6000.00
8 INCH GATE VALVE WITH BOX | | |
1010 823.3253 1.000 EA | 6650.00000 6650.00| 3500.00000 3500.00| 3500.00000 3500.00
TAPPING SLEEVE & GATE VALVE WITH BOX | | |
10" X 10" | | |
1011 823.3253 9.000 EA | 5760.00000 51840.00| 3000.00000 27000.00| 3200.00000 28800.00
TAPPING SLEEVE & GATE VALVE WITH BOX | | |
10" X 8" | | |
1012 823.3253 2.000 EA | 5250.00000 10500.00| 2700.00000 5400.00| 3000.00000 6000.00
TAPPING SLEEVE & GATE VALVE WITH BOX 8" | | |
X 8" | | |
1020 823.33 1.000 EA | 698.00000 698.00| 750.00000 750.00| 900.00000 900.00
6 INCH GATE VALVE WITH BOX | | |
1030 824.30 3.000 EA | 2570.00000 7710.00| 1700.00000 5100.00| 4200.00000 12600.00
FIRE HYDRANT | | |
1040 824.32 2.000 EA | 2175.00000 4350.00| 500.00000 1000.00| 2500.00000 5000.00
REMOVE/RESET HYDRANT | | |
1050 825.311 59.000 EA | 64.00000 3776.00| 150.00000 8850.00| 200.00000 11800.00
3/4 INCH CORPORATION | | |
LETTING DATE : 06/26/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/15/03
PAGE : 7
COUNTIE(S): WALDO TABULATION OF BIDS
CONTRACT ID : 002762.40
=========
====================================================================================================================================
|( 1 ) 000036 |( 2 ) 000649 |( 3 ) 000164
|H E SARGENT, INC. |SARGENT & SARGENT, INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1060 825.312 59.000 EA | 156.00000 9204.00| 200.00000 11800.00| 225.00000 13275.00
3/4 INCH CURB STOP | | |
1070 825.32 1.000 EA | 337.00000 337.00| 375.00000 375.00| 450.00000 450.00
2 INCH CORPORATION | | |
1080 825.322 1.000 EA | 391.00000 391.00| 250.00000 250.00| 450.00000 450.00
2" CURB STOP | | |
1090 825.33 2.000 EA | 125.00000 250.00| 150.00000 300.00| 200.00000 400.00
1 INCH CORP STOP | | |
1100 825.331 2.000 EA | 307.00000 614.00| 200.00000 400.00| 250.00000 500.00
1" CURB STOP | | |
1110 825.41 1800.000 LF | 32.00000 57600.00| 42.00000 75600.00| 29.00000 52200.00
3/4 COPPER SERVICE | | |
1120 825.42 60.000 LF | 35.50000 2130.00| 48.00000 2880.00| 40.00000 2400.00
2" COPPER SERVICE | | |
1130 825.43 80.000 LF | 32.50000 2600.00| 45.00000 3600.00| 35.00000 2800.00
1" COPPER SERVICE | | |
1140 827.33 600.000 LF | 4.45000 2670.00| 2.50000 1500.00| 5.65000 3390.00
TRENCH INSULATION | | |
SECTION TOTALS | $ 3,345,443.05| $ 3,793,381.50| $ 3,917,757.70
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 3,345,443.05| $ 3,793,381.50| $ 3,917,757.70
====================================================================================================================================
LETTING DATE : 06/26/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/15/03
PAGE : 8
COUNTIE(S): WALDO TABULATION OF BIDS
CONTRACT ID : 002762.40
=========
====================================================================================================================================
|( 4 ) 000022 |( 5 ) 000855 |( )
|THE LANE CONSTRUCTION CORP. |BRIDGECORP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.23 19.000 EA | 250.00000 4750.00| 250.00000 4750.00|
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 22.000 EA | 200.00000 4400.00| 200.00000 4400.00|
REMOVING STUMP | | |
0030 202.203 1680.000 SY | 12.00000 20160.00| 15.00000 25200.00|
PAVEMENT BUTT JOINTS | | |
0040 203.20 44751.000 CY | 9.00000 402759.00| 10.00000 447510.00|
COMMON EXCAVATION | | |
0050 203.21 450.000 CY | 80.00000 36000.00| 50.00000 22500.00|
ROCK EXCAVATION | | |
0060 203.2312 LUMP| 10000.00000 10000.00| 8000.00000 8000.00|
HEALTH AND SAFETY PLAN | | |
0070 203.233 50.000 CY | 50.00000 2500.00| 25.00000 1250.00|
DISPOSAL OF SPECIAL EXCAVATION | | |
0080 203.25 115.000 CY | 25.00000 2875.00| 25.00000 2875.00|
GRANULAR BORROW | | |
0090 206.061 100.000 CY | 35.00000 3500.00| 15.00000 1500.00|
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0100 304.10 30000.000 CY | 14.00000 420000.00| 16.50000 495000.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0110 403.207 6180.000 T | 38.20000 236076.00| 32.00000 197760.00|
HOT MIX ASPHALT 19.0 MM HMA | | |
0120 403.208 4215.000 T | 38.60000 162699.00| 32.00000 134880.00|
HOT MIX ASPHALT 12.5 MM HMA SURFACE | | |
0130 403.209 975.000 T | 85.00000 82875.00| 125.00000 121875.00|
HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS | | |
DRIVES, INCIDENT ALS) | | |
0140 409.15 1050.000 G | 5.00000 5250.00| 5.00000 5250.00|
BITUMINOUS TACK COAT APPLIED | | |
0150 502.302 LUMP| 5000.00000 5000.00| 2000.00000 2000.00|
STRUCTURAL CONCRETE BOX CULVERT, REPAIR | | |
0160 507.0841 LUMP| 2000.00000 2000.00| 3000.00000 3000.00|
STEEL PIPE HAND RAILING | | |
0170 525.326 990.000 SF | 90.00000 89100.00| 50.00000 49500.00|
FIELD STONE RETAINING WALL | | |
0180 603.159 388.000 LF | 35.00000 13580.00| 50.00000 19400.00|
12 INCH CULVERT PIPE OPTION III | | |
0190 603.169 440.000 LF | 65.00000 28600.00| 54.00000 23760.00|
15 INCH CULVERT PIPE OPTION III | | |
LETTING DATE : 06/26/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/15/03
PAGE : 9
COUNTIE(S): WALDO TABULATION OF BIDS
CONTRACT ID : 002762.40
=========
====================================================================================================================================
|( 4 ) 000022 |( 5 ) 000855 |( )
|THE LANE CONSTRUCTION CORP. |BRIDGECORP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0200 603.179 324.000 LF | 90.00000 29160.00| 56.00000 18144.00|
18 INCH CULVERT PIPE OPTION III | | |
0210 603.199 340.000 LF | 95.00000 32300.00| 60.00000 20400.00|
24 INCH CULVERT PIPE OPTION III | | |
0220 603.209 40.000 LF | 90.00000 3600.00| 100.00000 4000.00|
30 INCH CULVERT PIPE OPTION III | | |
0230 603.219 40.000 LF | 100.00000 4000.00| 100.00000 4000.00|
36 INCH CULVERT PIPE OPTION III | | |
0240 603.77 1.000 EA | 250.00000 250.00| 250.00000 250.00|
15 INCH INLET GRATE UNIT | | |
0250 603.80 2.000 EA | 250.00000 500.00| 315.00000 630.00|
24 INCH INLET GRATE UNIT | | |
0260 603.82 1.000 EA | 280.00000 280.00| 385.00000 385.00|
36 INCH INLET GRATE UNIT | | |
0270 604.072 43.000 EA | 2500.00000 107500.00| 2400.00000 103200.00|
CATCH BASIN TYPE A1-C | | |
0280 604.096 1.000 EA | 3000.00000 3000.00| 5000.00000 5000.00|
60 INCH CATCH BASIN TYPE B1-C | | |
0290 604.166 2.000 EA | 2200.00000 4400.00| 1200.00000 2400.00|
REBUILDING MANHOLE | | |
0300 604.18 4.000 EA | 900.00000 3600.00| 300.00000 1200.00|
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0310 604.252 15.000 EA | 2500.00000 37500.00| 2300.00000 34500.00|
CATCH BASIN TYPE A5-C | | |
0320 605.09 3244.000 LF | 20.00000 64880.00| 25.00000 81100.00|
6 INCH UNDERDRAIN TYPE B | | |
0330 605.11 4744.000 LF | 32.00000 151808.00| 25.00000 118600.00|
12 INCH UNDERDRAIN TYPE C | | |
0340 605.12 1874.000 LF | 33.00000 61842.00| 28.00000 52472.00|
15 INCH UNDERDRAIN TYPE C | | |
0350 605.13 152.000 LF | 42.00000 6384.00| 39.00000 5928.00|
18 INCH UNDERDRAIN TYPE C | | |
0360 605.15 132.000 LF | 48.00000 6336.00| 47.00000 6204.00|
24 INCH UNDERDRAIN TYPE C | | |
0370 606.35 3.000 EA | 35.00000 105.00| 42.00000 126.00|
GUARDRAIL DELINEATOR POST | | |
0380 606.47 15.000 EA | 32.00000 480.00| 38.50000 577.50|
SINGLE WOOD POST | | |
0390 607.24 165.000 LF | 20.00000 3300.00| 2.00000 330.00|
REMOVE AND RESET FENCE | | |
LETTING DATE : 06/26/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/15/03
PAGE : 10
COUNTIE(S): WALDO TABULATION OF BIDS
CONTRACT ID : 002762.40
=========
====================================================================================================================================
|( 4 ) 000022 |( 5 ) 000855 |( )
|THE LANE CONSTRUCTION CORP. |BRIDGECORP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0400 609.11 8225.000 LF | 22.50000 185062.50| 20.00000 164500.00|
VERTICAL CURB TYPE 1 | | |
0410 609.12 660.000 LF | 28.50000 18810.00| 30.00000 19800.00|
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0420 609.234 73.000 EA | 103.00000 7519.00| 110.00000 8030.00|
TERMINAL CURB TYPE 1 - 4 FOOT | | |
0430 609.237 128.000 EA | 175.00000 22400.00| 200.00000 25600.00|
TERMINAL CURB TYPE 1 - 7 FOOT | | |
0440 609.31 320.000 LF | 6.00000 1920.00| 6.50000 2080.00|
CURB TYPE 3 | | |
0450 609.38 250.000 LF | 10.00000 2500.00| 10.00000 2500.00|
RESET CURB TYPE 1 | | |
0460 610.08 20.000 CY | 80.00000 1600.00| 85.00000 1700.00|
PLAIN RIPRAP | | |
0470 610.18 30.000 CY | 75.00000 2250.00| 65.00000 1950.00|
STONE DITCH PROTECTION | | |
0480 612.06 35.000 SY | 15.00000 525.00| 20.00000 700.00|
BITUMINOUS SEALING - BLACK | | |
0490 613.319 200.000 SY | 4.00000 800.00| 4.00000 800.00|
EROSION CONTROL BLANKET | | |
0500 615.07 1300.000 CY | 30.00000 39000.00| 45.00000 58500.00|
LOAM | | |
0510 618.1301 100.000 UN | 16.50000 1650.00| 20.00000 2000.00|
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0520 618.1401 10.000 UN | 16.50000 165.00| 20.00000 200.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0530 618.1411 6.000 UN | 36.50000 219.00| 45.00000 270.00|
SEEDING METHOD NUMBER 3 - PLAN MEASURE | | |
0540 619.1201 60.000 UN | 6.00000 360.00| 8.00000 480.00|
MULCH - PLAN QUANTITY | | |
0550 620.58 100.000 SY | 4.00000 400.00| 5.00000 500.00|
EROSION CONTROL GEOTEXTILE | | |
0560 621.195 43.000 EA | 242.00000 10406.00| 300.00000 12900.00|
MEDIUM DECIDUOUS TREE (1.75 INCH - 2 | | |
INCH CALIPER) GROUP A | | |
0570 621.267 33.000 EA | 237.00000 7821.00| 285.00000 9405.00|
LARGE DECIDUOUS TREE (1.75 INCH - 2 | | |
INCH CALIPER) GROUP A | | |
0580 621.395 7.000 EA | 60.00000 420.00| 72.00000 504.00|
DWARF EVERGREENS (18 INCH - 24 INCH) | | |
GROUP A | | |
LETTING DATE : 06/26/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/15/03
PAGE : 11
COUNTIE(S): WALDO TABULATION OF BIDS
CONTRACT ID : 002762.40
=========
====================================================================================================================================
|( 4 ) 000022 |( 5 ) 000855 |( )
|THE LANE CONSTRUCTION CORP. |BRIDGECORP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0590 621.54 60.000 EA | 32.00000 1920.00| 40.00000 2400.00|
DECIDUOUS SHRUBS (18 INCH - 24 INCH) | | |
GROUP A | | |
0600 621.80 LUMP| 450.00000 450.00| 550.00000 550.00|
ESTABLISHMENT PERIOD | | |
0610 622.10 2.000 EA | 100.00000 200.00| 120.00000 240.00|
TRANSPLANTING SHRUB | | |
0620 627.71 17500.000 LF | 0.10000 1750.00| 0.12000 2100.00|
4 INCH WHITE PAVEMENT MARKING LINE | | |
0630 627.73 8750.000 LF | 0.20000 1750.00| 0.25000 2187.50|
4 INCH YELLOW PAVEMENT MARKING LINE | | |
0640 627.75 1000.000 SF | 1.50000 1500.00| 1.80000 1800.00|
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0650 627.77 500.000 SF | 3.00000 1500.00| 3.60000 1800.00|
REMOVING PAVEMENT MARKINGS | | |
0660 627.78 26000.000 LF | 0.20000 5200.00| 0.25000 6500.00|
TEMPORARY 4 INCH PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0670 629.05 80.000 HR | 20.00000 1600.00| 22.00000 1760.00|
HAND LABOR, STRAIGHT TIME | | |
0680 631.12 40.000 HR | 90.00000 3600.00| 100.00000 4000.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0690 631.13 40.000 HR | 60.00000 2400.00| 86.00000 3440.00|
BULLDOZER (INCLUDING OPERATOR) | | |
0700 631.14 40.000 HR | 85.00000 3400.00| 100.00000 4000.00|
GRADER (INCLUDING OPERATOR) | | |
0710 631.172 40.000 HR | 45.00000 1800.00| 45.00000 1800.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0720 631.20 10.000 HR | 100.00000 1000.00| 120.00000 1200.00|
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0730 631.32 10.000 HR | 110.00000 1100.00| 150.00000 1500.00|
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0740 631.36 40.000 HR | 35.00000 1400.00| 40.00000 1600.00|
FOREPERSON | | |
0750 637.071 LUMP| 14000.00000 14000.00| 24000.00000 24000.00|
DUST CONTROL | | |
0760 639.18 1.000 EA | 10000.00000 10000.00| 8000.00000 8000.00|
FIELD OFFICE TYPE A | | |
0770 642.15 4.000 EA | 1200.00000 4800.00| 2300.00000 9200.00|
PRECAST CONCRETE STEPS | | |
LETTING DATE : 06/26/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/15/03
PAGE : 12
COUNTIE(S): WALDO TABULATION OF BIDS
CONTRACT ID : 002762.40
=========
====================================================================================================================================
|( 4 ) 000022 |( 5 ) 000855 |( )
|THE LANE CONSTRUCTION CORP. |BRIDGECORP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0780 642.1811 LUMP| 18000.00000 18000.00| 21000.00000 21000.00|
REMOVE AND RESET GRANITE STEPS | | |
0790 652.31 10.000 EA | 60.00000 600.00| 70.00000 700.00|
TYPE I BARRICADE | | |
0800 652.312 10.000 EA | 250.00000 2500.00| 240.00000 2400.00|
TYPE III BARRICADE | | |
0810 652.33 100.000 EA | 50.00000 5000.00| 70.00000 7000.00|
DRUM | | |
0820 652.34 100.000 EA | 20.00000 2000.00| 18.00000 1800.00|
CONE | | |
0830 652.35 1500.000 SF | 9.00000 13500.00| 7.00000 10500.00|
CONSTRUCTION SIGNS | | |
0840 652.361 250.000 LS | 30000.00000 30000.00| 42000.00000 42000.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0850 652.38 3500.000 HR | 13.00000 45500.00| 12.00000 42000.00|
FLAGGER | | |
0860 656.75 LUMP| 20000.00000 20000.00| 30000.00000 30000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0870 659.10 LUMP| 177000.00000 177000.00| 705000.00000 705000.00|
MOBILIZATION | | |
0880 660.21 2000.000 HR | 1.00000 2000.00| 1.00000 2000.00|
ON-THE-JOB TRAINING (BID) | | |
0890 801.16 3300.000 LF | 55.00000 181500.00| 51.00000 168300.00|
6 INCH PVC SANITARY SEWER (SDR-35) | | |
0900 801.17 4700.000 LF | 60.00000 282000.00| 55.00000 258500.00|
8 INCH PVC SANITARY SEWER (SDR-35) | | |
0910 801.175 3200.000 LF | 62.00000 198400.00| 37.00000 118400.00|
10 INCH PVC SANITARY SEWER | | |
0920 803.01 35.000 EA | 250.00000 8750.00| 420.00000 14700.00|
TEST PITS | | |
0930 803.16 40.000 EA | 3000.00000 120000.00| 2600.00000 104000.00|
4 FOOT DIAMETER PRECAST SEWER MANHOLE | | |
0940 803.1651 1.000 EA | 4000.00000 4000.00| 6600.00000 6600.00|
5' DIAMETER PRECAST SEWER MANHOLE W/ | | |
DROP INLET | | |
0950 822.321 60.000 LF | 55.00000 3300.00| 82.00000 4920.00|
4 INCH CLASS 52 DUCTILE IRON PIPE | | |
0960 822.33 140.000 LF | 75.00000 10500.00| 85.00000 11900.00|
6 INCH CLASS 52 DUCTILE IRON PIPE | | |
0970 822.34 3400.000 LF | 60.00000 204000.00| 48.00000 163200.00|
8 INCH CLASS 52 DUCTILE IRON PIPE | | |
LETTING DATE : 06/26/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/15/03
PAGE : 13
COUNTIE(S): WALDO TABULATION OF BIDS
CONTRACT ID : 002762.40
=========
====================================================================================================================================
|( 4 ) 000022 |( 5 ) 000855 |( )
|THE LANE CONSTRUCTION CORP. |BRIDGECORP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0980 822.35 1350.000 LF | 55.00000 74250.00| 40.00000 54000.00|
10 INCH CLASS 52 DUCTILE IRON PIPE | | |
0990 823.321 2.000 EA | 1200.00000 2400.00| 1400.00000 2800.00|
10'' GATE VALVE WITH BOX | | |
1000 823.3251 4.000 EA | 920.00000 3680.00| 1120.00000 4480.00|
8 INCH GATE VALVE WITH BOX | | |
1010 823.3253 1.000 EA | 3500.00000 3500.00| 3050.00000 3050.00|
TAPPING SLEEVE & GATE VALVE WITH BOX | | |
10" X 10" | | |
1011 823.3253 9.000 EA | 3450.00000 31050.00| 3615.00000 32535.00|
TAPPING SLEEVE & GATE VALVE WITH BOX | | |
10" X 8" | | |
1012 823.3253 2.000 EA | 3000.00000 6000.00| 3100.00000 6200.00|
TAPPING SLEEVE & GATE VALVE WITH BOX 8" | | |
X 8" | | |
1020 823.33 1.000 EA | 800.00000 800.00| 925.00000 925.00|
6 INCH GATE VALVE WITH BOX | | |
1030 824.30 3.000 EA | 2800.00000 8400.00| 3250.00000 9750.00|
FIRE HYDRANT | | |
1040 824.32 2.000 EA | 1600.00000 3200.00| 1875.00000 3750.00|
REMOVE/RESET HYDRANT | | |
1050 825.311 59.000 EA | 120.00000 7080.00| 85.00000 5015.00|
3/4 INCH CORPORATION | | |
1060 825.312 59.000 EA | 160.00000 9440.00| 220.00000 12980.00|
3/4 INCH CURB STOP | | |
1070 825.32 1.000 EA | 340.00000 340.00| 500.00000 500.00|
2 INCH CORPORATION | | |
1080 825.322 1.000 EA | 290.00000 290.00| 540.00000 540.00|
2" CURB STOP | | |
1090 825.33 2.000 EA | 145.00000 290.00| 270.00000 540.00|
1 INCH CORP STOP | | |
1100 825.331 2.000 EA | 175.00000 350.00| 350.00000 700.00|
1" CURB STOP | | |
1110 825.41 1800.000 LF | 36.00000 64800.00| 43.00000 77400.00|
3/4 COPPER SERVICE | | |
1120 825.42 60.000 LF | 65.00000 3900.00| 60.00000 3600.00|
2" COPPER SERVICE | | |
1130 825.43 80.000 LF | 50.00000 4000.00| 67.00000 5360.00|
1" COPPER SERVICE | | |
1140 827.33 600.000 LF | 3.00000 1800.00| 6.25000 3750.00|
TRENCH INSULATION | | |
SECTION TOTALS | $ 3,970,666.50| $ 4,363,148.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 3,970,666.50| $ 4,363,148.00| $
====================================================================================================================================