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LETTING DATE : 10/20/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/20/04
PAGE : 1
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 003513.40 COMPLETION DATE : 06/30/06
=========
PROJECT(S): NH-3513(40) LOCATION(S): Livermore MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : LIVERMORE, HIGHWAY RECONSTRUCTION NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000241 E L VINING & SON INC. $ 3,717,673.00 100.0000%
2 000164 C P M CONSTRUCTORS $ 4,166,317.27 112.0679%
3 000855 BRIDGECORP $ 4,314,374.78 116.0504%
4 000403 PRATT & SONS INC. $ 4,368,948.20 117.5184%
5 001094 K & K EXCAVATION, INC. $ 4,531,490.62 121.8905%
6 000036 H E SARGENT, INC. $ 5,352,457.10 143.9733%
====================================================================================================================================
|( 1 ) 000241 |( 2 ) 000164 |( 3 ) 000855
|E L VINING & SON INC. |C P M CONSTRUCTORS |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.11 2.260 HA | 8500.00000 19210.00| 15000.00000 33900.00| 15000.00000 33900.00
CLEARING | | |
0020 201.23 13.000 EA | 400.00000 5200.00| 500.00000 6500.00| 450.00000 5850.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 10.000 EA | 140.00000 1400.00| 375.00000 3750.00| 250.00000 2500.00
REMOVING STUMP | | |
0040 202.15 1.000 EA | 600.00000 600.00| 350.00000 350.00| 466.00000 466.00
REMOVING MANHOLE OR CATCH BASIN | | |
0050 202.203 520.000 M2 | 24.12000 12542.40| 27.50000 14300.00| 24.00000 12480.00
PAVEMENT BUTT JOINTS | | |
0060 203.21 200.000 M3 | 100.00000 20000.00| 120.00000 24000.00| 75.00000 15000.00
ROCK EXCAVATION | | |
0070 203.24 1200.000 M3 | 8.75000 10500.00| 15.00000 18000.00| 13.50000 16200.00
COMMON BORROW | | |
0080 203.247 550.000 MG | 100.00000 55000.00| 125.00000 68750.00| 125.00000 68750.00
LIGHTWEIGHT FILL - EXPANDED SHALE | | |
0090 203.25 1100.000 M3 | 20.00000 22000.00| 20.00000 22000.00| 17.50000 19250.00
GRANULAR BORROW | | |
0100 206.061 400.000 M3 | 15.00000 6000.00| 20.00000 8000.00| 22.50000 9000.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
LETTING DATE : 10/20/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/20/04
PAGE : 2
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 003513.40
=========
====================================================================================================================================
|( 1 ) 000241 |( 2 ) 000164 |( 3 ) 000855
|E L VINING & SON INC. |C P M CONSTRUCTORS |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 211.30 50.000 M | 4.00000 200.00| 18.00000 900.00| 25.00000 1250.00
DITCH EXCAVATION | | |
0120 403.209 260.000 MG | 115.74000 30092.40| 115.74000 30092.40| 115.75000 30095.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0130 403.211 150.000 MG | 66.72000 10008.00| 66.72000 10008.00| 66.75000 10012.50
HOT MIX ASPHALT (SHIM) | | |
0140 409.15 200.000 L | 2.75000 550.00| 4.00000 800.00| 2.75000 550.00
BITUMINOUS TACK COAT APPLIED | | |
0150 534.71 100.000 LS | 125575.00000 125575.00| 115000.00000 115000.00| 185000.00000 185000.00
PRECAST CONCRETE BOX CULVERT | | |
0160 601.22 57.000 M3 | 170.00000 9690.00| 350.00000 19950.00| 150.00000 8550.00
GABIONS, PVC COATED | | |
0170 603.16 223.000 M | 75.00000 16725.00| 90.00000 20070.00| 65.00000 14495.00
375 MM CULVERT PIPE OPTION I | | |
0180 603.17 24.000 M | 100.00000 2400.00| 150.00000 3600.00| 185.00000 4440.00
450 MM CULVERT PIPE OPTION I | | |
0190 603.179 131.200 M | 180.00000 23616.00| 250.00000 32800.00| 190.00000 24928.00
450 MM CULVERT PIPE OPTION III | | |
0200 603.18 20.000 M | 115.00000 2300.00| 190.00000 3800.00| 235.00000 4700.00
525 MM CULVERT PIPE OPTION I | | |
0210 603.199 42.000 M | 187.00000 7854.00| 270.00000 11340.00| 250.00000 10500.00
600 MM CULVERT PIPE OPTION III | | |
0220 603.20 16.000 M | 190.00000 3040.00| 200.00000 3200.00| 220.00000 3520.00
750 MM CULVERT PIPE OPTION I | | |
0230 603.21 12.000 M | 180.00000 2160.00| 210.00000 2520.00| 325.00000 3900.00
900 MM CULVERT PIPE OPTION I | | |
0240 603.219 122.000 M | 187.00000 22814.00| 280.00000 34160.00| 325.00000 39650.00
900 MM CULVERT PIPE OPTION III | | |
0250 604.092 29.000 EA | 1500.00000 43500.00| 2000.00000 58000.00| 1850.00000 53650.00
CATCH BASIN TYPE B1-C | | |
0260 604.242 2.000 EA | 1000.00000 2000.00| 1100.00000 2200.00| 100.00000 200.00
CATCH BASIN TYPE F3 | | |
0270 605.09 977.500 M | 48.00000 46920.00| 70.00000 68425.00| 58.50000 57183.75
150 MM UNDERDRAIN TYPE B | | |
0280 605.10 21.000 M | 50.00000 1050.00| 70.00000 1470.00| 45.50000 955.50
150 MM UNDERDRAIN OUTLET | | |
0290 605.11 641.000 M | 93.00000 59613.00| 80.00000 51280.00| 78.75000 50478.75
300 MM UNDERDRAIN TYPE C | | |
0300 605.12 791.000 M | 110.00000 87010.00| 85.00000 67235.00| 90.00000 71190.00
375 MM UNDERDRAIN TYPE C | | |
LETTING DATE : 10/20/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/20/04
PAGE : 3
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 003513.40
=========
====================================================================================================================================
|( 1 ) 000241 |( 2 ) 000164 |( 3 ) 000855
|E L VINING & SON INC. |C P M CONSTRUCTORS |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 605.13 272.000 M | 143.50000 39032.00| 90.00000 24480.00| 108.50000 29512.00
450 MM UNDERDRAIN TYPE C | | |
0320 605.14 327.000 M | 168.00000 54936.00| 95.00000 31065.00| 145.00000 47415.00
525 MM UNDERDRAIN TYPE C | | |
0330 606.17 802.000 M | 49.25000 39498.50| 50.00000 40100.00| 55.00000 44110.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0340 606.21 45.720 M | 55.80000 2551.18| 57.50000 2628.90| 62.75000 2868.93
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0350 606.265 6.000 EA | 60.00000 360.00| 65.00000 390.00| 67.50000 405.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0360 606.35 21.000 EA | 50.00000 1050.00| 55.00000 1155.00| 56.25000 1181.25
GUARDRAIL DELINEATOR POST | | |
0370 606.363 190.000 M | 8.20000 1558.00| 10.00000 1900.00| 9.25000 1757.50
GUARDRAIL REMOVE AND DISPOSE | | |
0380 606.47 50.000 EA | 70.00000 3500.00| 75.00000 3750.00| 78.75000 3937.50
SINGLE WOOD POST | | |
0390 606.79 9.000 EA | 1600.00000 14400.00| 1750.00000 15750.00| 1800.00000 16200.00
GUARDRAIL 350 FLARED TERMINAL | | |
0400 609.31 2690.000 M | 11.48000 30881.20| 15.00000 40350.00| 17.50000 47075.00
CURB TYPE 3 | | |
0410 610.08 170.000 M3 | 45.00000 7650.00| 70.00000 11900.00| 75.00000 12750.00
PLAIN RIPRAP | | |
0420 610.18 50.000 M3 | 35.00000 1750.00| 50.00000 2500.00| 75.00000 3750.00
STONE DITCH PROTECTION | | |
0430 612.06 450.000 M2 | 3.54000 1593.00| 4.00000 1800.00| 4.00000 1800.00
BITUMINOUS SEALING - BLACK | | |
0440 613.319 1500.000 M2 | 1.85000 2775.00| 2.00000 3000.00| 1.00000 1500.00
EROSION CONTROL BLANKET | | |
0450 615.07 3500.000 M3 | 25.00000 87500.00| 40.00000 140000.00| 20.00000 70000.00
LOAM | | |
0460 616.08 100.000 M2 | 4.50000 450.00| 4.75000 475.00| 5.00000 500.00
SODDING | | |
0470 618.1301 145.000 UN | 15.00000 2175.00| 13.00000 1885.00| 13.75000 1993.75
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0480 618.1401 603.000 UN | 11.00000 6633.00| 13.00000 7839.00| 13.75000 8291.25
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0490 618.1411 12.000 UN | 35.00000 420.00| 35.00000 420.00| 36.00000 432.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0500 619.1201 760.000 UN | 7.00000 5320.00| 12.00000 9120.00| 6.85000 5206.00
MULCH - PLAN QUANTITY | | |
LETTING DATE : 10/20/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/20/04
PAGE : 4
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 003513.40
=========
====================================================================================================================================
|( 1 ) 000241 |( 2 ) 000164 |( 3 ) 000855
|E L VINING & SON INC. |C P M CONSTRUCTORS |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0510 619.1401 1050.000 M3 | 32.00000 33600.00| 55.00000 57750.00| 35.00000 36750.00
EROSION CONTROL MIX | | |
0520 620.54 2750.000 M2 | 2.00000 5500.00| 1.50000 4125.00| 1.75000 4812.50
STABILIZATION GEOTEXTILE | | |
0530 620.58 200.000 M2 | 1.60000 320.00| 2.00000 400.00| 1.75000 350.00
EROSION CONTROL GEOTEXTILE | | |
0540 620.60 1030.000 M2 | 2.00000 2060.00| 1.75000 1802.50| 2.00000 2060.00
REINFORCEMENT GEOTEXTILE | | |
0550 627.711 15335.000 M | 0.41000 6287.35| 0.35000 5367.25| 0.37000 5673.95
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0560 627.75 20.000 M2 | 26.90000 538.00| 13.00000 260.00| 14.00000 280.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0570 627.76 LUMP| 6500.00000 6500.00| 3500.00000 3500.00| 7500.00000 7500.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0580 629.05 100.000 HR | 25.00000 2500.00| 30.00000 3000.00| 45.00000 4500.00
HAND LABOR, STRAIGHT TIME | | |
0590 631.10 20.000 HR | 40.00000 800.00| 45.00000 900.00| 60.00000 1200.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0600 631.11 20.000 HR | 30.00000 600.00| 45.00000 900.00| 60.00000 1200.00
AIR TOOL (INCLUDING OPERATOR) | | |
0610 631.12 100.000 HR | 100.00000 10000.00| 110.00000 11000.00| 135.00000 13500.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0620 631.131 20.000 HR | 80.00000 1600.00| 85.00000 1700.00| 110.00000 2200.00
SMALL BULLDOZER-GRADER (INCLUDING | | |
OPERATOR) | | |
0630 631.14 20.000 HR | 90.00000 1800.00| 135.00000 2700.00| 135.00000 2700.00
GRADER (INCLUDING OPERATOR) | | |
0640 631.172 100.000 HR | 40.00000 4000.00| 55.00000 5500.00| 65.00000 6500.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0650 631.18 10.000 HR | 30.00000 300.00| 45.00000 450.00| 75.00000 750.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0660 631.20 10.000 HR | 125.00000 1250.00| 150.00000 1500.00| 250.00000 2500.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0670 631.22 50.000 HR | 80.00000 4000.00| 85.00000 4250.00| 125.00000 6250.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
0680 631.28 10.000 HR | 120.00000 1200.00| 75.00000 750.00| 150.00000 1500.00
BRUSH CHIPPER (INCLUDING OPERATOR) | | |
LETTING DATE : 10/20/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/20/04
PAGE : 5
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 003513.40
=========
====================================================================================================================================
|( 1 ) 000241 |( 2 ) 000164 |( 3 ) 000855
|E L VINING & SON INC. |C P M CONSTRUCTORS |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0690 637.071 LUMP| 25050.00000 25050.00| 25000.00000 25000.00| 25000.00000 25000.00
DUST CONTROL | | |
0700 639.18 1.000 EA | 10150.00000 10150.00| 17500.00000 17500.00| 8250.00000 8250.00
FIELD OFFICE TYPE A | | |
0710 643.72 LUMP| 5000.00000 5000.00| 20000.00000 20000.00| 5000.00000 5000.00
TEMPORARY TRAFFIC SIGNAL | | |
0720 652.31 20.000 EA | 80.00000 1600.00| 65.00000 1300.00| 75.00000 1500.00
TYPE I BARRICADE | | |
0730 652.311 10.000 EA | 65.00000 650.00| 65.00000 650.00| 50.00000 500.00
TYPE II BARRICADE | | |
0740 652.33 80.000 EA | 50.00000 4000.00| 55.00000 4400.00| 55.00000 4400.00
DRUM | | |
0750 652.34 70.000 EA | 15.00000 1050.00| 17.00000 1190.00| 15.00000 1050.00
CONE | | |
0760 652.35 76.000 M2 | 60.00000 4560.00| 70.00000 5320.00| 90.00000 6840.00
CONSTRUCTION SIGNS | | |
0770 652.361 230.000 LS | 10000.00000 10000.00| 25000.00000 25000.00| 80000.00000 80000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0780 652.38 4000.000 HR | 14.50000 58000.00| 17.00000 68000.00| 17.50000 70000.00
FLAGGER | | |
0790 656.75 LUMP| 56500.00000 56500.00| 30000.00000 30000.00| 22800.00000 22800.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0800 657.24 30.000 UN | 10.00000 300.00| 17.00000 510.00| 15.00000 450.00
SEEDING PITS | | |
0810 658.20 150.000 M2 | 14.16000 2124.00| 15.00000 2250.00| 16.50000 2475.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0820 659.10 LUMP| 324827.95000 324827.95| 375000.00000 375000.00| 425000.00000 425000.00
MOBILIZATION | | |
0830 660.21 3000.000 HR | 1.00000 3000.00| 0.10000 300.00| 1.00000 3000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 1,543,269.98| $ 1,759,183.05| $ 1,815,821.13
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 PAVEMENT ALTERNATE 1
| | |
0840 203.20 42938.000 M3 | | |
COMMON EXCAVATION | | |
0850 304.10 47653.000 M3 | | |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0860 310.23 36000.000 M2 | | |
PLANT MIX RECYCLED ASPHALT PAVEMENT - | | |
75 MM DEPTH | | |
LETTING DATE : 10/20/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/20/04
PAGE : 6
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 003513.40
=========
====================================================================================================================================
|( 1 ) 000241 |( 2 ) 000164 |( 3 ) 000855
|E L VINING & SON INC. |C P M CONSTRUCTORS |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0870 403.207 6470.000 MG | | |
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0880 403.210 4305.000 MG | | |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0890 403.213 6455.000 MG | | |
HOT MIX ASPHALT 12.5 MM, BASE | | |
SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 PAVEMENT ALTERNATE 2
| | |
0910 203.20 55188.000 M3 | 8.85000 488413.80| 10.00000 551880.00|
COMMON EXCAVATION | | |
0920 304.08 24056.000 M3 | 18.00000 433008.00| 22.00000 529232.00|
AGGREGATE BASE COURSE - SCREENED | | |
0930 304.10 24347.000 M3 | 17.00000 413899.00| 20.00000 486940.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0940 403.207 6606.000 MG | 45.67000 301696.02| 45.67000 301696.02|
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0950 403.208 5126.000 MG | 48.92000 250763.92| 48.92000 250763.92|
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0960 403.213 5859.000 MG | 48.92000 286622.28| 48.92000 286622.28|
HOT MIX ASPHALT 12.5 MM, BASE | | |
SECTION TOTALS | $ 2,174,403.02| $ 2,407,134.22| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 PAVEMENT ALTERNATE 3
| | |
0980 203.20 47778.000 M3 | | | 10.00000 477780.00
COMMON EXCAVATION | | |
0990 304.10 44419.000 M3 | | | 22.35000 992764.65
AGGREGATE SUBBASE COURSE - GRAVEL | | |
1000 403.207 10944.000 MG | | | 44.75000 489744.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
1010 403.208 5126.000 MG | | | 49.00000 251174.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
1020 403.213 5859.000 MG | | | 49.00000 287091.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
SECTION TOTALS | $ 0.00| $ 0.00| $ 2,498,553.65
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 3,717,673.00| $ 4,166,317.27| $ 4,314,374.78
====================================================================================================================================
LETTING DATE : 10/20/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/20/04
PAGE : 7
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 003513.40
=========
====================================================================================================================================
|( 4 ) 000403 |( 5 ) 001094 |( 6 ) 000036
|PRATT & SONS INC. |K & K EXCAVATION, INC. |H E SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.11 2.260 HA | 12000.00000 27120.00| 10000.00000 22600.00| 25000.00000 56500.00
CLEARING | | |
0020 201.23 13.000 EA | 800.00000 10400.00| 500.00000 6500.00| 300.00000 3900.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 10.000 EA | 275.00000 2750.00| 250.00000 2500.00| 175.00000 1750.00
REMOVING STUMP | | |
0040 202.15 1.000 EA | 300.00000 300.00| 500.00000 500.00| 550.00000 550.00
REMOVING MANHOLE OR CATCH BASIN | | |
0050 202.203 520.000 M2 | 28.00000 14560.00| 24.00000 12480.00| 29.00000 15080.00
PAVEMENT BUTT JOINTS | | |
0060 203.21 200.000 M3 | 120.00000 24000.00| 125.00000 25000.00| 100.00000 20000.00
ROCK EXCAVATION | | |
0070 203.24 1200.000 M3 | 21.60000 25920.00| 20.00000 24000.00| 8.00000 9600.00
COMMON BORROW | | |
0080 203.247 550.000 MG | 130.00000 71500.00| 200.00000 110000.00| 250.00000 137500.00
LIGHTWEIGHT FILL - EXPANDED SHALE | | |
0090 203.25 1100.000 M3 | 21.60000 23760.00| 16.00000 17600.00| 33.00000 36300.00
GRANULAR BORROW | | |
0100 206.061 400.000 M3 | 35.00000 14000.00| 25.00000 10000.00| 16.00000 6400.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0110 211.30 50.000 M | 12.00000 600.00| 20.00000 1000.00| 40.00000 2000.00
DITCH EXCAVATION | | |
0120 403.209 260.000 MG | 115.74000 30092.40| 130.00000 33800.00| 116.00000 30160.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0130 403.211 150.000 MG | 66.72000 10008.00| 71.00000 10650.00| 67.00000 10050.00
HOT MIX ASPHALT (SHIM) | | |
0140 409.15 200.000 L | 3.00000 600.00| 1.50000 300.00| 3.00000 600.00
BITUMINOUS TACK COAT APPLIED | | |
0150 534.71 100.000 LS | 125000.00000 125000.00| 165000.00000 165000.00| 205500.00000 205500.00
PRECAST CONCRETE BOX CULVERT | | |
0160 601.22 57.000 M3 | 260.00000 14820.00| 250.00000 14250.00| 450.00000 25650.00
GABIONS, PVC COATED | | |
0170 603.16 223.000 M | 65.00000 14495.00| 90.00000 20070.00| 92.00000 20516.00
375 MM CULVERT PIPE OPTION I | | |
0180 603.17 24.000 M | 75.00000 1800.00| 113.00000 2712.00| 110.00000 2640.00
450 MM CULVERT PIPE OPTION I | | |
0190 603.179 131.200 M | 205.00000 26896.00| 150.00000 19680.00| 182.00000 23878.40
450 MM CULVERT PIPE OPTION III | | |
LETTING DATE : 10/20/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/20/04
PAGE : 8
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 003513.40
=========
====================================================================================================================================
|( 4 ) 000403 |( 5 ) 001094 |( 6 ) 000036
|PRATT & SONS INC. |K & K EXCAVATION, INC. |H E SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0200 603.18 20.000 M | 100.00000 2000.00| 225.00000 4500.00| 155.00000 3100.00
525 MM CULVERT PIPE OPTION I | | |
0210 603.199 42.000 M | 300.00000 12600.00| 230.00000 9660.00| 250.00000 10500.00
600 MM CULVERT PIPE OPTION III | | |
0220 603.20 16.000 M | 125.00000 2000.00| 225.00000 3600.00| 270.00000 4320.00
750 MM CULVERT PIPE OPTION I | | |
0230 603.21 12.000 M | 155.00000 1860.00| 200.00000 2400.00| 330.00000 3960.00
900 MM CULVERT PIPE OPTION I | | |
0240 603.219 122.000 M | 385.00000 46970.00| 350.00000 42700.00| 380.00000 46360.00
900 MM CULVERT PIPE OPTION III | | |
0250 604.092 29.000 EA | 2600.00000 75400.00| 1500.00000 43500.00| 3200.00000 92800.00
CATCH BASIN TYPE B1-C | | |
0260 604.242 2.000 EA | 1800.00000 3600.00| 1200.00000 2400.00| 1500.00000 3000.00
CATCH BASIN TYPE F3 | | |
0270 605.09 977.500 M | 85.00000 83087.50| 64.00000 62560.00| 111.00000 108502.50
150 MM UNDERDRAIN TYPE B | | |
0280 605.10 21.000 M | 95.00000 1995.00| 75.00000 1575.00| 111.00000 2331.00
150 MM UNDERDRAIN OUTLET | | |
0290 605.11 641.000 M | 105.00000 67305.00| 100.00000 64100.00| 140.00000 89740.00
300 MM UNDERDRAIN TYPE C | | |
0300 605.12 791.000 M | 115.00000 90965.00| 100.00000 79100.00| 180.00000 142380.00
375 MM UNDERDRAIN TYPE C | | |
0310 605.13 272.000 M | 125.00000 34000.00| 120.00000 32640.00| 210.00000 57120.00
450 MM UNDERDRAIN TYPE C | | |
0320 605.14 327.000 M | 140.00000 45780.00| 150.00000 49050.00| 245.00000 80115.00
525 MM UNDERDRAIN TYPE C | | |
0330 606.17 802.000 M | 56.00000 44912.00| 45.72000 36667.44| 50.00000 40100.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0340 606.21 45.720 M | 65.00000 2971.80| 55.80000 2551.18| 60.00000 2743.20
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0350 606.265 6.000 EA | 68.00000 408.00| 75.00000 450.00| 40.00000 240.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0360 606.35 21.000 EA | 60.00000 1260.00| 50.00000 1050.00| 30.00000 630.00
GUARDRAIL DELINEATOR POST | | |
0370 606.363 190.000 M | 10.00000 1900.00| 8.20000 1558.00| 10.00000 1900.00
GUARDRAIL REMOVE AND DISPOSE | | |
0380 606.47 50.000 EA | 80.00000 4000.00| 70.00000 3500.00| 20.00000 1000.00
SINGLE WOOD POST | | |
0390 606.79 9.000 EA | 1850.00000 16650.00| 1600.00000 14400.00| 1900.00000 17100.00
GUARDRAIL 350 FLARED TERMINAL | | |
LETTING DATE : 10/20/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/20/04
PAGE : 9
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 003513.40
=========
====================================================================================================================================
|( 4 ) 000403 |( 5 ) 001094 |( 6 ) 000036
|PRATT & SONS INC. |K & K EXCAVATION, INC. |H E SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0400 609.31 2690.000 M | 21.00000 56490.00| 18.00000 48420.00| 12.00000 32280.00
CURB TYPE 3 | | |
0410 610.08 170.000 M3 | 75.00000 12750.00| 60.00000 10200.00| 45.00000 7650.00
PLAIN RIPRAP | | |
0420 610.18 50.000 M3 | 75.00000 3750.00| 60.00000 3000.00| 78.50000 3925.00
STONE DITCH PROTECTION | | |
0430 612.06 450.000 M2 | 4.00000 1800.00| 8.60000 3870.00| 4.00000 1800.00
BITUMINOUS SEALING - BLACK | | |
0440 613.319 1500.000 M2 | 2.30000 3450.00| 2.85000 4275.00| 2.50000 3750.00
EROSION CONTROL BLANKET | | |
0450 615.07 3500.000 M3 | 37.00000 129500.00| 35.00000 122500.00| 38.00000 133000.00
LOAM | | |
0460 616.08 100.000 M2 | 6.00000 600.00| 21.00000 2100.00| 6.00000 600.00
SODDING | | |
0470 618.1301 145.000 UN | 14.00000 2030.00| 20.00000 2900.00| 15.00000 2175.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0480 618.1401 603.000 UN | 14.00000 8442.00| 15.00000 9045.00| 11.00000 6633.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0490 618.1411 12.000 UN | 40.00000 480.00| 25.00000 300.00| 35.00000 420.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0500 619.1201 760.000 UN | 7.00000 5320.00| 7.00000 5320.00| 7.00000 5320.00
MULCH - PLAN QUANTITY | | |
0510 619.1401 1050.000 M3 | 40.00000 42000.00| 50.00000 52500.00| 70.00000 73500.00
EROSION CONTROL MIX | | |
0520 620.54 2750.000 M2 | 2.30000 6325.00| 3.50000 9625.00| 6.50000 17875.00
STABILIZATION GEOTEXTILE | | |
0530 620.58 200.000 M2 | 2.60000 520.00| 4.50000 900.00| 4.00000 800.00
EROSION CONTROL GEOTEXTILE | | |
0540 620.60 1030.000 M2 | 2.30000 2369.00| 5.00000 5150.00| 5.00000 5150.00
REINFORCEMENT GEOTEXTILE | | |
0550 627.711 15335.000 M | 0.50000 7667.50| 0.80000 12268.00| 0.35000 5367.25
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0560 627.75 20.000 M2 | 35.00000 700.00| 32.00000 640.00| 12.50000 250.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0570 627.76 LUMP| 9500.00000 9500.00| 7000.00000 7000.00| 6500.00000 6500.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0580 629.05 100.000 HR | 36.00000 3600.00| 25.00000 2500.00| 100.00000 10000.00
HAND LABOR, STRAIGHT TIME | | |
LETTING DATE : 10/20/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/20/04
PAGE : 10
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 003513.40
=========
====================================================================================================================================
|( 4 ) 000403 |( 5 ) 001094 |( 6 ) 000036
|PRATT & SONS INC. |K & K EXCAVATION, INC. |H E SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0590 631.10 20.000 HR | 38.00000 760.00| 40.00000 800.00| 115.00000 2300.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0600 631.11 20.000 HR | 38.00000 760.00| 40.00000 800.00| 60.00000 1200.00
AIR TOOL (INCLUDING OPERATOR) | | |
0610 631.12 100.000 HR | 110.00000 11000.00| 95.00000 9500.00| 150.00000 15000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0620 631.131 20.000 HR | 185.00000 3700.00| 105.00000 2100.00| 150.00000 3000.00
SMALL BULLDOZER-GRADER (INCLUDING | | |
OPERATOR) | | |
0630 631.14 20.000 HR | 185.00000 3700.00| 100.00000 2000.00| 150.00000 3000.00
GRADER (INCLUDING OPERATOR) | | |
0640 631.172 100.000 HR | 47.00000 4700.00| 47.00000 4700.00| 125.00000 12500.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0650 631.18 10.000 HR | 38.00000 380.00| 40.00000 400.00| 75.00000 750.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0660 631.20 10.000 HR | 110.00000 1100.00| 110.00000 1100.00| 150.00000 1500.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0670 631.22 50.000 HR | 90.00000 4500.00| 76.00000 3800.00| 200.00000 10000.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
0680 631.28 10.000 HR | 80.00000 800.00| 84.00000 840.00| 150.00000 1500.00
BRUSH CHIPPER (INCLUDING OPERATOR) | | |
0690 637.071 LUMP| 15000.00000 15000.00| 15000.00000 15000.00| 20000.00000 20000.00
DUST CONTROL | | |
0700 639.18 1.000 EA | 18000.00000 18000.00| 14000.00000 14000.00| 9800.00000 9800.00
FIELD OFFICE TYPE A | | |
0710 643.72 LUMP| 6000.00000 6000.00| 28000.00000 28000.00| 17000.00000 17000.00
TEMPORARY TRAFFIC SIGNAL | | |
0720 652.31 20.000 EA | 65.00000 1300.00| 52.00000 1040.00| 150.00000 3000.00
TYPE I BARRICADE | | |
0730 652.311 10.000 EA | 65.00000 650.00| 58.00000 580.00| 200.00000 2000.00
TYPE II BARRICADE | | |
0740 652.33 80.000 EA | 75.00000 6000.00| 49.00000 3920.00| 65.00000 5200.00
DRUM | | |
0750 652.34 70.000 EA | 19.00000 1330.00| 20.00000 1400.00| 21.00000 1470.00
CONE | | |
0760 652.35 76.000 M2 | 115.00000 8740.00| 90.00000 6840.00| 205.00000 15580.00
CONSTRUCTION SIGNS | | |
0770 652.361 230.000 LS | 9500.00000 9500.00| 10000.00000 10000.00| 89000.00000 89000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0780 652.38 4000.000 HR | 14.50000 58000.00| 14.50000 58000.00| 15.00000 60000.00
FLAGGER | | |
LETTING DATE : 10/20/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/20/04
PAGE : 11
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 003513.40
=========
====================================================================================================================================
|( 4 ) 000403 |( 5 ) 001094 |( 6 ) 000036
|PRATT & SONS INC. |K & K EXCAVATION, INC. |H E SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0790 656.75 LUMP| 20000.00000 20000.00| 30000.00000 30000.00| 120000.00000 120000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0800 657.24 30.000 UN | 6.00000 180.00| 10.00000 300.00| 10.00000 300.00
SEEDING PITS | | |
0810 658.20 150.000 M2 | 15.00000 2250.00| 20.00000 3000.00| 14.50000 2175.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0820 659.10 LUMP| 425000.00000 425000.00| 230000.00000 230000.00| 396500.00000 396500.00
MOBILIZATION | | |
0830 660.21 3000.000 HR | 2.00000 6000.00| 2.00000 6000.00| 1.70000 5100.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 1,884,929.20| $ 1,693,236.62| $ 2,431,386.35
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 PAVEMENT ALTERNATE 1
| | |
0840 203.20 42938.000 M3 | | 10.00000 429380.00|
COMMON EXCAVATION | | |
0850 304.10 47653.000 M3 | | 23.00000 1096019.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0860 310.23 36000.000 M2 | | 12.00000 432000.00|
PLANT MIX RECYCLED ASPHALT PAVEMENT - | | |
75 MM DEPTH | | |
0870 403.207 6470.000 MG | | 49.00000 317030.00|
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0880 403.210 4305.000 MG | | 53.00000 228165.00|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0890 403.213 6455.000 MG | | 52.00000 335660.00|
HOT MIX ASPHALT 12.5 MM, BASE | | |
SECTION TOTALS | $ 0.00| $ 2,838,254.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 PAVEMENT ALTERNATE 2
| | |
0910 203.20 55188.000 M3 | | | 15.00000 827820.00
COMMON EXCAVATION | | |
0920 304.08 24056.000 M3 | | | 24.00000 577344.00
AGGREGATE BASE COURSE - SCREENED | | |
0930 304.10 24347.000 M3 | | | 23.00000 559981.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0940 403.207 6606.000 MG | | | 52.00000 343512.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0950 403.208 5126.000 MG | | | 55.75000 285774.50
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
LETTING DATE : 10/20/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 10/20/04
PAGE : 12
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 003513.40
=========
====================================================================================================================================
|( 4 ) 000403 |( 5 ) 001094 |( 6 ) 000036
|PRATT & SONS INC. |K & K EXCAVATION, INC. |H E SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0960 403.213 5859.000 MG | | | 55.75000 326639.25
HOT MIX ASPHALT 12.5 MM, BASE | | |
SECTION TOTALS | $ 0.00| $ 0.00| $ 2,921,070.75
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 PAVEMENT ALTERNATE 3
| | |
0980 203.20 47778.000 M3 | 10.40000 496891.20| |
COMMON EXCAVATION | | |
0990 304.10 44419.000 M3 | 21.60000 959450.40| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
1000 403.207 10944.000 MG | 44.80000 490291.20| |
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
1010 403.208 5126.000 MG | 48.92000 250763.92| |
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
1020 403.213 5859.000 MG | 48.92000 286622.28| |
HOT MIX ASPHALT 12.5 MM, BASE | | |
SECTION TOTALS | $ 2,484,019.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 4,368,948.20| $ 4,531,490.62| $ 5,352,457.10
====================================================================================================================================