Skip Maine state header navigation
LETTING DATE : 03/06/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 1
LOCATION : ORRINGTON TABULATION OF BIDS
CONTRACT ID : 005974.10 COMPLETION DATE : 09/26/03
=========
PROJECT(S): STP-5974(10)X COUNTIE(S) : PENOBSCOT MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : HIGHWAY IMPROVEMENTS NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000855 BRIDGECORP $ 2,129,645.00 100.0000%
2 000164 C P M CONSTRUCTORS $ 2,415,003.90 113.3994%
3 000649 SARGENT & SARGENT, INC. $ 2,475,681.00 116.2485%
4 000022 THE LANE CONSTRUCTION CORP. $ 2,574,901.18 120.9075%
====================================================================================================================================
|( 1 ) 000855 |( 2 ) 000164 |( 3 ) 000649
|BRIDGECORP |C P M CONSTRUCTORS |SARGENT & SARGENT, 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 11.000 EA | 250.00000 2750.00| 600.00000 6600.00| 250.00000 2750.00
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 21.000 EA | 150.00000 3150.00| 175.00000 3675.00| 100.00000 2100.00
REMOVING STUMP | | |
0040 202.203 75.000 M2 | 13.00000 975.00| 14.00000 1050.00| 20.00000 1500.00
PAVEMENT BUTT JOINTS | | |
0050 203.20 6900.000 M3 | 12.00000 82800.00| 9.00000 62100.00| 16.00000 110400.00
COMMON EXCAVATION | | |
0070 203.25 200.000 M3 | 20.00000 4000.00| 28.00000 5600.00| 18.00000 3600.00
GRANULAR BORROW | | |
0080 206.061 100.000 M3 | 25.00000 2500.00| 40.00000 4000.00| 30.00000 3000.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0090 304.10 10100.000 M3 | 20.00000 202000.00| 21.00000 212100.00| 18.50000 186850.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0100 307.331 12000.000 M2 | 2.50000 30000.00| 2.50000 30000.00| 1.00000 12000.00
COLD IN-PLACE RECYCLED PAVEMENT | | |
(UNTREATED) | | |
0110 403.207 1700.000 MG | 35.00000 59500.00| 34.20000 58140.00| 36.00000 61200.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0120 403.208 1900.000 MG | 35.00000 66500.00| 34.20000 64980.00| 38.00000 72200.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
LETTING DATE : 03/06/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 2
LOCATION : ORRINGTON TABULATION OF BIDS
CONTRACT ID : 005974.10
=========
====================================================================================================================================
|( 1 ) 000855 |( 2 ) 000164 |( 3 ) 000649
|BRIDGECORP |C P M CONSTRUCTORS |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0130 403.209 390.000 MG | 125.00000 48750.00| 85.00000 33150.00| 90.00000 35100.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0140 403.213 320.000 MG | 35.00000 11200.00| 34.20000 10944.00| 36.00000 11520.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0150 409.15 28.000 L | 1.50000 42.00| 1.25000 35.00| 6.00000 168.00
BITUMINOUS TACK COAT APPLIED | | |
0160 534.71 1.000 LS | 25000.00000 25000.00| 33000.00000 33000.00| 25000.00000 25000.00
PRECAST CONCRETE BOX CULVERT | | |
0170 603.159 35.000 M | 140.00000 4900.00| 120.00000 4200.00| 80.00000 2800.00
300 MM CULVERT PIPE OPTION III | | |
0180 603.16 9.000 M | 50.00000 450.00| 125.00000 1125.00| 72.00000 648.00
375 MM CULVERT PIPE OPTION I | | |
0190 603.169 61.000 M | 150.00000 9150.00| 125.00000 7625.00| 86.00000 5246.00
375 MM CULVERT PIPE OPTION III | | |
0200 603.17 37.000 M | 60.00000 2220.00| 135.00000 4995.00| 92.00000 3404.00
450 MM CULVERT PIPE OPTION I | | |
0220 603.19 32.000 M | 70.00000 2240.00| 140.00000 4480.00| 100.00000 3200.00
600 MM CULVERT PIPE OPTION I | | |
0230 603.199 98.000 M | 125.00000 12250.00| 180.00000 17640.00| 120.00000 11760.00
600 MM CULVERT PIPE OPTION III | | |
0240 603.209 3.000 M | 200.00000 600.00| 230.00000 690.00| 175.00000 525.00
750 MM CULVERT PIPE OPTION III | | |
0250 603.219 16.000 M | 350.00000 5600.00| 310.00000 4960.00| 200.00000 3200.00
900 MM CULVERT PIPE OPTION III | | |
0260 603.229 32.000 M | 240.00000 7680.00| 460.00000 14720.00| 300.00000 9600.00
1050 MM CULVERT PIPE OPTION III | | |
0270 603.239 50.000 M | 700.00000 35000.00| 710.00000 35500.00| 450.00000 22500.00
1200 MM CULVERT PIPE OPTION III | | |
0290 603.77 1.000 EA | 200.00000 200.00| 250.00000 250.00| 400.00000 400.00
375 MM INLET GRATE UNIT | | |
0310 603.80 1.000 EA | 300.00000 300.00| 350.00000 350.00| 600.00000 600.00
600 MM INLET GRATE UNIT | | |
0320 604.092 14.000 EA | 2200.00000 30800.00| 2200.00000 30800.00| 2000.00000 28000.00
CATCH BASIN TYPE B1-C | | |
0330 604.096 5.000 EA | 2700.00000 13500.00| 3000.00000 15000.00| 2400.00000 12000.00
1500 MM CATCH BASIN TYPE B1-C | | |
0340 604.097 3.000 EA | 3300.00000 9900.00| 3600.00000 10800.00| 3000.00000 9000.00
1800 MM CATCH BASIN TYPE B1-C | | |
0350 604.244 3.000 EA | 1100.00000 3300.00| 1100.00000 3300.00| 1600.00000 4800.00
CATCH BASIN TYPE F4 | | |
LETTING DATE : 03/06/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 3
LOCATION : ORRINGTON TABULATION OF BIDS
CONTRACT ID : 005974.10
=========
====================================================================================================================================
|( 1 ) 000855 |( 2 ) 000164 |( 3 ) 000649
|BRIDGECORP |C P M CONSTRUCTORS |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0360 604.246 2.000 EA | 1200.00000 2400.00| 1200.00000 2400.00| 2000.00000 4000.00
CATCH BASIN TYPE F5 | | |
0370 604.248 1.000 EA | 1300.00000 1300.00| 1300.00000 1300.00| 2400.00000 2400.00
CATCH BASIN TYPE F6 | | |
0380 604.262 2.000 EA | 2200.00000 4400.00| 2100.00000 4200.00| 2400.00000 4800.00
CATCH BASIN TYPE B5-C | | |
0390 605.09 1200.000 M | 45.00000 54000.00| 80.00000 96000.00| 60.00000 72000.00
150 MM UNDERDRAIN TYPE B | | |
0400 605.10 32.000 M | 55.00000 1760.00| 85.00000 2720.00| 80.00000 2560.00
150 MM UNDERDRAIN OUTLET | | |
0410 605.11 268.000 M | 70.00000 18760.00| 95.00000 25460.00| 100.00000 26800.00
300 MM UNDERDRAIN TYPE C | | |
0420 605.12 47.000 M | 80.00000 3760.00| 135.00000 6345.00| 120.00000 5640.00
375 MM UNDERDRAIN TYPE C | | |
0430 605.13 33.000 M | 90.00000 2970.00| 145.00000 4785.00| 140.00000 4620.00
450 MM UNDERDRAIN TYPE C | | |
0440 605.15 412.000 M | 110.00000 45320.00| 155.00000 63860.00| 160.00000 65920.00
600 MM UNDERDRAIN TYPE C | | |
0450 605.17 64.000 M | 120.00000 7680.00| 185.00000 11840.00| 200.00000 12800.00
750 MM UNDERDRAIN TYPE C | | |
0460 606.17 250.000 M | 35.00000 8750.00| 29.50000 7375.00| 46.00000 11500.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0470 606.21 16.000 M | 45.00000 720.00| 39.50000 632.00| 49.00000 784.00
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0480 606.265 2.000 EA | 40.00000 80.00| 35.00000 70.00| 50.00000 100.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0482 606.35 18.000 EA | 30.00000 540.00| 25.00000 450.00| 30.00000 540.00
GUARDRAIL DELINEATOR POST | | |
0490 606.47 50.000 EA | 30.00000 1500.00| 25.00000 1250.00| 35.00000 1750.00
SINGLE WOOD POST | | |
0500 606.76 6.000 EA | 1500.00000 9000.00| 1200.00000 7200.00| 1500.00000 9000.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0510 609.31 1500.000 M | 22.00000 33000.00| 15.50000 23250.00| 10.00000 15000.00
CURB TYPE 3 | | |
0520 610.08 125.000 M3 | 65.00000 8125.00| 60.00000 7500.00| 48.00000 6000.00
PLAIN RIPRAP | | |
0530 612.06 470.000 M2 | 3.50000 1645.00| 2.95000 1386.50| 4.00000 1880.00
BITUMINOUS SEALING - BLACK | | |
0540 615.07 810.000 M3 | 22.00000 17820.00| 50.00000 40500.00| 30.00000 24300.00
LOAM | | |
LETTING DATE : 03/06/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 4
LOCATION : ORRINGTON TABULATION OF BIDS
CONTRACT ID : 005974.10
=========
====================================================================================================================================
|( 1 ) 000855 |( 2 ) 000164 |( 3 ) 000649
|BRIDGECORP |C P M CONSTRUCTORS |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0550 618.1301 63.000 UN | 19.00000 1197.00| 22.00000 1386.00| 15.00000 945.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0560 618.1401 15.000 UN | 17.00000 255.00| 22.00000 330.00| 15.00000 225.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0570 618.1411 21.000 UN | 16.00000 336.00| 43.00000 903.00| 25.00000 525.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0580 618.15 37.000 KG | 25.00000 925.00| 2.20000 81.40| 3.00000 111.00
TEMPORARY SEEDING | | |
0590 619.1201 210.000 UN | 9.00000 1890.00| 7.00000 1470.00| 8.00000 1680.00
MULCH - PLAN QUANTITY | | |
0600 620.58 320.000 M2 | 3.00000 960.00| 2.50000 800.00| 5.00000 1600.00
EROSION CONTROL GEOTEXTILE | | |
0602 622.09 60.000 M | 1.00000 60.00| 100.00000 6000.00| 100.00000 6000.00
TRANSPLANTING HEDGE | | |
0610 627.71 3000.000 M | 0.45000 1350.00| 0.30000 900.00| 0.50000 1500.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0620 627.73 1500.000 M | 0.90000 1350.00| 0.60000 900.00| 1.00000 1500.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0630 627.78 8800.000 M | 0.90000 7920.00| 0.30000 2640.00| 1.00000 8800.00
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0640 629.05 30.000 MH | 20.00000 600.00| 30.00000 900.00| 24.00000 720.00
HAND LABOR, STRAIGHT TIME | | |
0650 631.12 12.000 HR | 95.00000 1140.00| 85.00000 1020.00| 90.00000 1080.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0660 631.172 20.000 HR | 45.00000 900.00| 45.00000 900.00| 50.00000 1000.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0670 631.20 70.000 HR | 75.00000 5250.00| 125.00000 8750.00| 30.00000 2100.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0680 631.36 10.000 MH | 40.00000 400.00| 45.00000 450.00| 30.00000 300.00
FOREMAN | | |
0690 637.071 LUMP| 5000.00000 5000.00| 15000.00000 15000.00| 20000.00000 20000.00
DUST CONTROL | | |
0700 639.18 1.000 EA | 9000.00000 9000.00| 10000.00000 10000.00| 15000.00000 15000.00
FIELD OFFICE TYPE A | | |
0710 652.31 20.000 EA | 30.00000 600.00| 50.00000 1000.00| 30.00000 600.00
TYPE I BARRICADE | | |
0720 652.311 20.000 EA | 35.00000 700.00| 55.00000 1100.00| 30.00000 600.00
TYPE II BARRICADE | | |
0730 652.33 60.000 EA | 65.00000 3900.00| 55.00000 3300.00| 30.00000 1800.00
DRUM | | |
LETTING DATE : 03/06/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 5
LOCATION : ORRINGTON TABULATION OF BIDS
CONTRACT ID : 005974.10
=========
====================================================================================================================================
|( 1 ) 000855 |( 2 ) 000164 |( 3 ) 000649
|BRIDGECORP |C P M CONSTRUCTORS |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0740 652.34 100.000 EA | 20.00000 2000.00| 25.00000 2500.00| 12.00000 1200.00
CONE | | |
0750 652.35 80.000 M2 | 50.00000 4000.00| 100.00000 8000.00| 60.00000 4800.00
CONSTRUCTION SIGNS | | |
0760 652.361 160.000 LS | 20000.00000 20000.00| 15000.00000 15000.00| 25000.00000 25000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0770 652.38 3000.000 MH | 13.00000 39000.00| 11.45000 34350.00| 15.00000 45000.00
FLAGGER | | |
0780 656.75 LUMP| 4000.00000 4000.00| 20000.00000 20000.00| 15000.00000 15000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0800 658.20 64.000 M2 | 20.00000 1280.00| 19.00000 1216.00| 20.00000 1280.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0810 659.10 LUMP| 190000.00000 190000.00| 125000.00000 125000.00| 121600.00000 121600.00
MOBILIZATION | | |
0820 660.21 1000.000 MH | 1.00000 1000.00| 1.00000 1000.00| 2.00000 2000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 1,205,800.00| $ 1,255,228.90| $ 1,199,431.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 UTILITY ITEMS
| | |
0830 403.209 300.000 MG | 110.00000 33000.00| 85.00000 25500.00| 85.00000 25500.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) ITEM 6 | | |
0840 604.092 1.000 EA | 2000.00000 2000.00| 2100.00000 2100.00| 2000.00000 2000.00
CATCH BASIN TYPE B1-C ITEM 35 | | |
0850 604.161 1.000 EA | 400.00000 400.00| 1500.00000 1500.00| 750.00000 750.00
ALTERING CATCH BASIN ITEM 36 | | |
0860 656.61 1.000 EA | 2800.00000 2800.00| 600.00000 600.00| 2500.00000 2500.00
CLAY DAM ITEM 5 | | |
0870 801.01 LUMP| 235000.00000 235000.00| 165000.00000 165000.00| 125000.00000 125000.00
UNDERGROUND PUMP STATION WITH SELF | | |
PRIMING PUMPS ITEM 1 | | |
0880 801.06 2.000 EA | 1100.00000 2200.00| 900.00000 1800.00| 400.00000 800.00
VERTICAL SEWER CLEANOUT ITEM 32 | | |
0890 801.141 200.000 M | 136.00000 27200.00| 125.00000 25000.00| 200.00000 40000.00
100MM PVC SANITARY SEWER (SDR-35) | | |
(OUTSIDE RECONST. LIMITS) ITEM 26 | | |
0891 801.141 600.000 M | 130.00000 78000.00| 125.00000 75000.00| 170.00000 102000.00
100MM PVC SANITARY SEWER (SDR-35) ITEM | | |
27 | | |
LETTING DATE : 03/06/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 6
LOCATION : ORRINGTON TABULATION OF BIDS
CONTRACT ID : 005974.10
=========
====================================================================================================================================
|( 1 ) 000855 |( 2 ) 000164 |( 3 ) 000649
|BRIDGECORP |C P M CONSTRUCTORS |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0900 801.16 200.000 M | 100.00000 20000.00| 160.00000 32000.00| 215.00000 43000.00
150 MM PVC SANITARY SEWER (200 MM | | |
GRAVITY) ITEM 29 | | |
0901 801.16 200.000 M | 90.00000 18000.00| 160.00000 32000.00| 200.00000 40000.00
150 MM PVC SANITARY SEWER (200 MM | | |
GRAVITY) ITEM 30 | | |
0910 801.162 20.000 M | 79.00000 1580.00| 130.00000 2600.00| 175.00000 3500.00
150 MM PVC BUILDING SEWER ITEM 28 | | |
0920 801.17 250.000 M | 95.00000 23750.00| 150.00000 37500.00| 200.00000 50000.00
200 MM PVC SANITARY SEWER (SDR-35) | | |
(OUTSIDE RECONST. LIMITS) ITEM 24 | | |
0921 801.17 1400.000 M | 79.00000 110600.00| 150.00000 210000.00| 170.00000 238000.00
200 MM PVC SANITARY SEWER (SDR-35) ITEM | | |
25 | | |
0930 801.44 250.000 M | 11.00000 2750.00| 15.00000 3750.00| 20.00000 5000.00
SEWER PIPE INSULATION ITEM 37 | | |
0940 802.11 12.000 M | 140.00000 1680.00| 300.00000 3600.00| 175.00000 2100.00
300 MM STORM DRAIN FOR SEWER SEPARATION | | |
ITEM 31 | | |
0950 803.01 53.000 EA | 400.00000 21200.00| 300.00000 15900.00| 125.00000 6625.00
TEST PITS ITEM 2 | | |
0960 803.16 25.000 EA | 2600.00000 65000.00| 3000.00000 75000.00| 2500.00000 62500.00
1.2 M DIAMETER PRECAST SEWER MANHOLE | | |
ITEM 33 | | |
0970 803.1651 2.000 EA | 3700.00000 7400.00| 3500.00000 7000.00| 3000.00000 6000.00
1.5 M DIAMETER PRECAST SEWER MANHOLE | | |
ITEM 34 | | |
0980 822.34 50.000 M | 250.00000 12500.00| 190.00000 9500.00| 200.00000 10000.00
200 MM CLASS 52 DI PIPE ITEM 8 | | |
0990 822.36 1050.000 M | 108.00000 113400.00| 200.00000 210000.00| 225.00000 236250.00
300 MM CLASS 52 DI PIPE ITEM 7 | | |
1000 823.31 11.000 EA | 1850.00000 20350.00| 1400.00000 15400.00| 1500.00000 16500.00
300 MM GATE VALVE ITEM 20 | | |
1010 823.325 4.000 EA | 1100.00000 4400.00| 950.00000 3800.00| 1200.00000 4800.00
200 MM GATE VALVE ITEM 19 | | |
1020 823.3256 3.000 EA | 4200.00000 12600.00| 6000.00000 18000.00| 2500.00000 7500.00
LIVE TAP CONNECTIONS (300 MM) ITEM 21 | | |
1030 823.331 3.000 EA | 950.00000 2850.00| 700.00000 2100.00| 900.00000 2700.00
150 MM GATE VALVE ITEM 18 | | |
1031 823.34 8.000 EA | 1000.00000 8000.00| 1100.00000 8800.00| 750.00000 6000.00
BLOWOFF VALVE ASSEMBLY ITEM 39 | | |
LETTING DATE : 03/06/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 7
LOCATION : ORRINGTON TABULATION OF BIDS
CONTRACT ID : 005974.10
=========
====================================================================================================================================
|( 1 ) 000855 |( 2 ) 000164 |( 3 ) 000649
|BRIDGECORP |C P M CONSTRUCTORS |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1040 824.302 10.000 M | 330.00000 3300.00| 200.00000 2000.00| 175.00000 1750.00
150 MM D.I. HYDRANT WATER SERVICE ITEM | | |
1050 825.30 500.000 M3 | 0.01000 5.00| 130.00000 65000.00| 120.00000 60000.00
ROCK EXCAVATION FOR SANITARY SEWER ITEM | | |
3 | | |
1060 825.311 48.000 EA | 110.00000 5280.00| 125.00000 6000.00| 350.00000 16800.00
19 MM CORPORATION ITEM 14 | | |
1070 825.312 64.000 EA | 250.00000 16000.00| 175.00000 11200.00| 225.00000 14400.00
19 MM CURB STOP ITEM 15 | | |
1080 825.32 3.000 EA | 370.00000 1110.00| 225.00000 675.00| 500.00000 1500.00
50 MM CORPORATION ITEM 16 | | |
1090 825.322 4.000 EA | 430.00000 1720.00| 350.00000 1400.00| 450.00000 1800.00
50 MM CURB STOP ITEM 17 | | |
1100 825.41 150.000 M | 72.00000 10800.00| 120.00000 18000.00| 225.00000 33750.00
19 MM COPPER SERVICE (OUTSIDE RECONST. | | |
LIMITS) ITEM 10 | | |
1101 825.41 460.000 M | 70.00000 32200.00| 120.00000 55200.00| 200.00000 92000.00
19 MM COPPER SERVICE ITEM 11 | | |
1110 825.42 5.000 M | 80.00000 400.00| 130.00000 650.00| 235.00000 1175.00
50 MM COPPER SERVICE (OUTSIDE RECONST. | | |
LIMITS) ITEM 12 | | |
1111 825.42 30.000 M | 78.00000 2340.00| 130.00000 3900.00| 210.00000 6300.00
50 MM COPPER SERVICE ITEM 13 | | |
1120 827.311 50.000 M3 | 32.00000 1600.00| 40.00000 2000.00| 30.00000 1500.00
UNSUITABLE SOIL EXCAVATION, REMOVE AND | | |
REFILL- BELOW GRADE ITEM 4 | | |
1130 830.101 10.000 M | 2000.00000 20000.00| 500.00000 5000.00| 250.00000 2500.00
WATER LINE RELOCATION ITEM 22 | | |
1140 830.11 1.000 EA | 500.00000 500.00| 1100.00000 1100.00| 750.00000 750.00
WATER SERVICE RELOCATION ITEM 23 | | |
1141 832.07 LUMP| 650.00000 650.00| 2000.00000 2000.00| 2000.00000 2000.00
OWNERS TESTING ALLOWANCE ITEM 38 | | |
1160 832.08 2.000 EA | 640.00000 1280.00| 1100.00000 2200.00| 500.00000 1000.00
CHLORINE TAP ASSEMBLY ITEM 40 | | |
SECTION TOTALS | $ 923,845.00| $ 1,159,775.00| $ 1,276,250.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,129,645.00| $ 2,415,003.90| $ 2,475,681.00
====================================================================================================================================
LETTING DATE : 03/06/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 8
LOCATION : ORRINGTON TABULATION OF BIDS
CONTRACT ID : 005974.10
=========
====================================================================================================================================
|( 4 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.23 11.000 EA | 450.00000 4950.00| |
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 21.000 EA | 150.00000 3150.00| |
REMOVING STUMP | | |
0040 202.203 75.000 M2 | 30.00000 2250.00| |
PAVEMENT BUTT JOINTS | | |
0050 203.20 6900.000 M3 | 12.75000 87975.00| |
COMMON EXCAVATION | | |
0070 203.25 200.000 M3 | 24.50000 4900.00| |
GRANULAR BORROW | | |
0080 206.061 100.000 M3 | 30.00000 3000.00| |
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0090 304.10 10100.000 M3 | 20.00000 202000.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0100 307.331 12000.000 M2 | 2.50000 30000.00| |
COLD IN-PLACE RECYCLED PAVEMENT | | |
(UNTREATED) | | |
0110 403.207 1700.000 MG | 36.00000 61200.00| |
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0120 403.208 1900.000 MG | 37.80000 71820.00| |
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0130 403.209 390.000 MG | 85.00000 33150.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0140 403.213 320.000 MG | 36.00000 11520.00| |
HOT MIX ASPHALT 12.5 MM, BASE | | |
0150 409.15 28.000 L | 6.00000 168.00| |
BITUMINOUS TACK COAT APPLIED | | |
0160 534.71 1.000 LS | 10000.00000 10000.00| |
PRECAST CONCRETE BOX CULVERT | | |
0170 603.159 35.000 M | 185.00000 6475.00| |
300 MM CULVERT PIPE OPTION III | | |
0180 603.16 9.000 M | 95.00000 855.00| |
375 MM CULVERT PIPE OPTION I | | |
0190 603.169 61.000 M | 230.00000 14030.00| |
375 MM CULVERT PIPE OPTION III | | |
0200 603.17 37.000 M | 105.00000 3885.00| |
450 MM CULVERT PIPE OPTION I | | |
LETTING DATE : 03/06/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 9
LOCATION : ORRINGTON TABULATION OF BIDS
CONTRACT ID : 005974.10
=========
====================================================================================================================================
|( 4 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0220 603.19 32.000 M | 115.50000 3696.00| |
600 MM CULVERT PIPE OPTION I | | |
0230 603.199 98.000 M | 260.00000 25480.00| |
600 MM CULVERT PIPE OPTION III | | |
0240 603.209 3.000 M | 300.00000 900.00| |
750 MM CULVERT PIPE OPTION III | | |
0250 603.219 16.000 M | 330.00000 5280.00| |
900 MM CULVERT PIPE OPTION III | | |
0260 603.229 32.000 M | 350.00000 11200.00| |
1050 MM CULVERT PIPE OPTION III | | |
0270 603.239 50.000 M | 400.00000 20000.00| |
1200 MM CULVERT PIPE OPTION III | | |
0290 603.77 1.000 EA | 215.00000 215.00| |
375 MM INLET GRATE UNIT | | |
0310 603.80 1.000 EA | 245.00000 245.00| |
600 MM INLET GRATE UNIT | | |
0320 604.092 14.000 EA | 2400.00000 33600.00| |
CATCH BASIN TYPE B1-C | | |
0330 604.096 5.000 EA | 2700.00000 13500.00| |
1500 MM CATCH BASIN TYPE B1-C | | |
0340 604.097 3.000 EA | 3100.00000 9300.00| |
1800 MM CATCH BASIN TYPE B1-C | | |
0350 604.244 3.000 EA | 900.00000 2700.00| |
CATCH BASIN TYPE F4 | | |
0360 604.246 2.000 EA | 1000.00000 2000.00| |
CATCH BASIN TYPE F5 | | |
0370 604.248 1.000 EA | 1100.00000 1100.00| |
CATCH BASIN TYPE F6 | | |
0380 604.262 2.000 EA | 2400.00000 4800.00| |
CATCH BASIN TYPE B5-C | | |
0390 605.09 1200.000 M | 70.00000 84000.00| |
150 MM UNDERDRAIN TYPE B | | |
0400 605.10 32.000 M | 70.00000 2240.00| |
150 MM UNDERDRAIN OUTLET | | |
0410 605.11 268.000 M | 92.00000 24656.00| |
300 MM UNDERDRAIN TYPE C | | |
0420 605.12 47.000 M | 97.00000 4559.00| |
375 MM UNDERDRAIN TYPE C | | |
0430 605.13 33.000 M | 115.00000 3795.00| |
450 MM UNDERDRAIN TYPE C | | |
0440 605.15 412.000 M | 130.00000 53560.00| |
600 MM UNDERDRAIN TYPE C | | |
LETTING DATE : 03/06/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 10
LOCATION : ORRINGTON TABULATION OF BIDS
CONTRACT ID : 005974.10
=========
====================================================================================================================================
|( 4 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0450 605.17 64.000 M | 150.00000 9600.00| |
750 MM UNDERDRAIN TYPE C | | |
0460 606.17 250.000 M | 29.52000 7380.00| |
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0470 606.21 16.000 M | 39.38000 630.08| |
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0480 606.265 2.000 EA | 35.00000 70.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0482 606.35 18.000 EA | 25.00000 450.00| |
GUARDRAIL DELINEATOR POST | | |
0490 606.47 50.000 EA | 25.00000 1250.00| |
SINGLE WOOD POST | | |
0500 606.76 6.000 EA | 1200.00000 7200.00| |
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0510 609.31 1500.000 M | 15.00000 22500.00| |
CURB TYPE 3 | | |
0520 610.08 125.000 M3 | 70.00000 8750.00| |
PLAIN RIPRAP | | |
0530 612.06 470.000 M2 | 3.00000 1410.00| |
BITUMINOUS SEALING - BLACK | | |
0540 615.07 810.000 M3 | 30.00000 24300.00| |
LOAM | | |
0550 618.1301 63.000 UN | 12.00000 756.00| |
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0560 618.1401 15.000 UN | 12.00000 180.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0570 618.1411 21.000 UN | 21.00000 441.00| |
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0580 618.15 37.000 KG | 2.30000 85.10| |
TEMPORARY SEEDING | | |
0590 619.1201 210.000 UN | 7.00000 1470.00| |
MULCH - PLAN QUANTITY | | |
0600 620.58 320.000 M2 | 3.00000 960.00| |
EROSION CONTROL GEOTEXTILE | | |
0602 622.09 60.000 M | 125.00000 7500.00| |
TRANSPLANTING HEDGE | | |
0610 627.71 3000.000 M | 0.39000 1170.00| |
100 MM WHITE PAVEMENT MARKING LINE | | |
0620 627.73 1500.000 M | 0.79000 1185.00| |
100 MM YELLOW PAVEMENT MARKING LINE | | |
LETTING DATE : 03/06/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 11
LOCATION : ORRINGTON TABULATION OF BIDS
CONTRACT ID : 005974.10
=========
====================================================================================================================================
|( 4 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0630 627.78 8800.000 M | 0.79000 6952.00| |
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0640 629.05 30.000 MH | 22.00000 660.00| |
HAND LABOR, STRAIGHT TIME | | |
0650 631.12 12.000 HR | 90.00000 1080.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0660 631.172 20.000 HR | 44.00000 880.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0670 631.20 70.000 HR | 120.00000 8400.00| |
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0680 631.36 10.000 MH | 35.00000 350.00| |
FOREMAN | | |
0690 637.071 LUMP| 15000.00000 15000.00| |
DUST CONTROL | | |
0700 639.18 1.000 EA | 9000.00000 9000.00| |
FIELD OFFICE TYPE A | | |
0710 652.31 20.000 EA | 70.00000 1400.00| |
TYPE I BARRICADE | | |
0720 652.311 20.000 EA | 70.00000 1400.00| |
TYPE II BARRICADE | | |
0730 652.33 60.000 EA | 40.00000 2400.00| |
DRUM | | |
0740 652.34 100.000 EA | 20.00000 2000.00| |
CONE | | |
0750 652.35 80.000 M2 | 90.00000 7200.00| |
CONSTRUCTION SIGNS | | |
0760 652.361 160.000 LS | 45000.00000 45000.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0770 652.38 3000.000 MH | 14.00000 42000.00| |
FLAGGER | | |
0780 656.75 LUMP| 50000.00000 50000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0800 658.20 64.000 M2 | 17.70000 1132.80| |
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0810 659.10 LUMP| 100000.00000 100000.00| |
MOBILIZATION | | |
0820 660.21 1000.000 MH | 1.00000 1000.00| |
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 1,251,295.98| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 UTILITY ITEMS
| | |
LETTING DATE : 03/06/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 12
LOCATION : ORRINGTON TABULATION OF BIDS
CONTRACT ID : 005974.10
=========
====================================================================================================================================
|( 4 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0830 403.209 300.000 MG | 85.00000 25500.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) ITEM 6 | | |
0840 604.092 1.000 EA | 2400.00000 2400.00| |
CATCH BASIN TYPE B1-C ITEM 35 | | |
0850 604.161 1.000 EA | 800.00000 800.00| |
ALTERING CATCH BASIN ITEM 36 | | |
0860 656.61 1.000 EA | 400.00000 400.00| |
CLAY DAM ITEM 5 | | |
0870 801.01 LUMP| 100000.00000 100000.00| |
UNDERGROUND PUMP STATION WITH SELF | | |
PRIMING PUMPS ITEM 1 | | |
0880 801.06 2.000 EA | 450.00000 900.00| |
VERTICAL SEWER CLEANOUT ITEM 32 | | |
0890 801.141 200.000 M | 200.00000 40000.00| |
100MM PVC SANITARY SEWER (SDR-35) | | |
(OUTSIDE RECONST. LIMITS) ITEM 26 | | |
0891 801.141 600.000 M | 150.00000 90000.00| |
100MM PVC SANITARY SEWER (SDR-35) ITEM | | |
27 | | |
0900 801.16 200.000 M | 225.00000 45000.00| |
150 MM PVC SANITARY SEWER (200 MM | | |
GRAVITY) ITEM 29 | | |
0901 801.16 200.000 M | 225.00000 45000.00| |
150 MM PVC SANITARY SEWER (200 MM | | |
GRAVITY) ITEM 30 | | |
0910 801.162 20.000 M | 250.00000 5000.00| |
150 MM PVC BUILDING SEWER ITEM 28 | | |
0920 801.17 250.000 M | 300.00000 75000.00| |
200 MM PVC SANITARY SEWER (SDR-35) | | |
(OUTSIDE RECONST. LIMITS) ITEM 24 | | |
0921 801.17 1400.000 M | 260.00000 364000.00| |
200 MM PVC SANITARY SEWER (SDR-35) ITEM | | |
25 | | |
0930 801.44 250.000 M | 10.00000 2500.00| |
SEWER PIPE INSULATION ITEM 37 | | |
0940 802.11 12.000 M | 200.00000 2400.00| |
300 MM STORM DRAIN FOR SEWER SEPARATION | | |
ITEM 31 | | |
0950 803.01 53.000 EA | 320.00000 16960.00| |
TEST PITS ITEM 2 | | |
LETTING DATE : 03/06/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 13
LOCATION : ORRINGTON TABULATION OF BIDS
CONTRACT ID : 005974.10
=========
====================================================================================================================================
|( 4 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0960 803.16 25.000 EA | 2980.00000 74500.00| |
1.2 M DIAMETER PRECAST SEWER MANHOLE | | |
ITEM 33 | | |
0970 803.1651 2.000 EA | 3190.00000 6380.00| |
1.5 M DIAMETER PRECAST SEWER MANHOLE | | |
ITEM 34 | | |
0980 822.34 50.000 M | 170.00000 8500.00| |
200 MM CLASS 52 DI PIPE ITEM 8 | | |
0990 822.36 1050.000 M | 185.00000 194250.00| |
300 MM CLASS 52 DI PIPE ITEM 7 | | |
1000 823.31 11.000 EA | 1650.00000 18150.00| |
300 MM GATE VALVE ITEM 20 | | |
1010 823.325 4.000 EA | 890.00000 3560.00| |
200 MM GATE VALVE ITEM 19 | | |
1020 823.3256 3.000 EA | 3500.00000 10500.00| |
LIVE TAP CONNECTIONS (300 MM) ITEM 21 | | |
1030 823.331 3.000 EA | 750.00000 2250.00| |
150 MM GATE VALVE ITEM 18 | | |
1031 823.34 8.000 EA | 475.00000 3800.00| |
BLOWOFF VALVE ASSEMBLY ITEM 39 | | |
1040 824.302 10.000 M | 3220.00000 32200.00| |
150 MM D.I. HYDRANT WATER SERVICE ITEM | | |
1050 825.30 500.000 M3 | 140.00000 70000.00| |
ROCK EXCAVATION FOR SANITARY SEWER ITEM | | |
3 | | |
1060 825.311 48.000 EA | 100.00000 4800.00| |
19 MM CORPORATION ITEM 14 | | |
1070 825.312 64.000 EA | 156.40000 10009.60| |
19 MM CURB STOP ITEM 15 | | |
1080 825.32 3.000 EA | 110.00000 330.00| |
50 MM CORPORATION ITEM 16 | | |
1090 825.322 4.000 EA | 166.40000 665.60| |
50 MM CURB STOP ITEM 17 | | |
1100 825.41 150.000 M | 120.00000 18000.00| |
19 MM COPPER SERVICE (OUTSIDE RECONST. | | |
LIMITS) ITEM 10 | | |
1101 825.41 460.000 M | 80.00000 36800.00| |
19 MM COPPER SERVICE ITEM 11 | | |
1110 825.42 5.000 M | 130.00000 650.00| |
50 MM COPPER SERVICE (OUTSIDE RECONST. | | |
LIMITS) ITEM 12 | | |
LETTING DATE : 03/06/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/02
PAGE : 14
LOCATION : ORRINGTON TABULATION OF BIDS
CONTRACT ID : 005974.10
=========
====================================================================================================================================
|( 4 ) 000022 |( ) |( )
|THE LANE CONSTRUCTION CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1111 825.42 30.000 M | 90.00000 2700.00| |
50 MM COPPER SERVICE ITEM 13 | | |
1120 827.311 50.000 M3 | 38.00000 1900.00| |
UNSUITABLE SOIL EXCAVATION, REMOVE AND | | |
REFILL- BELOW GRADE ITEM 4 | | |
1130 830.101 10.000 M | 300.00000 3000.00| |
WATER LINE RELOCATION ITEM 22 | | |
1140 830.11 1.000 EA | 2000.00000 2000.00| |
WATER SERVICE RELOCATION ITEM 23 | | |
1141 832.07 LUMP| 2000.00000 2000.00| |
OWNERS TESTING ALLOWANCE ITEM 38 | | |
1160 832.08 2.000 EA | 400.00000 800.00| |
CHLORINE TAP ASSEMBLY ITEM 40 | | |
SECTION TOTALS | $ 1,323,605.20| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,574,901.18| $ 0.00| $
====================================================================================================================================