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LETTING DATE : 12/06/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/06
PAGE : 1
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 013079.00 COMPLETION DATE : 08/31/07
=========
PROJECT(S): STP-1307(900)X LOCATION(S): ORONO, HIGHWAY IMPROVEMENTS MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : ORONO, HIGHWAY IMPROVEMENTS. NOTARY PUBLIC
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 002188 LANE DEVELOPMENT, LLC $ 1,070,483.25 100.0000%
2 001195 VAUGHN THIBODEAU & SONS, INC. $ 1,104,854.66 103.2108%
3 000707 SARGENT CORPORATION $ 1,260,982.30 117.7956%
4 000416 T BUCK CONSTRUCTION, INC. $ 1,262,626.00 117.9492%
5 000022 LANE CONSTRUCTION CORP. (THE) $ 1,487,437.35 138.9501%
6 001934 MAINE EARTH $ 1,769,818.35 165.3289%
====================================================================================================================================
|( 1 ) 002188 |( 2 ) 001195 |( 3 ) 000707
|LANE DEVELOPMENT, LLC |VAUGHN THIBODEAU & SONS, INC |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PROJECT ITEMS
| | |
0010 201.11 0.330 HA | 12500.00000 4125.00| 27465.00000 9063.45| 25000.00000 8250.00
CLEARING | | |
0020 201.23 6.000 EA | 225.00000 1350.00| 495.00000 2970.00| 495.00000 2970.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 7.000 EA | 200.00000 1400.00| 550.00000 3850.00| 250.00000 1750.00
REMOVING STUMP | | |
0040 202.11 1820.000 M2 | 10.00000 18200.00| 6.45000 11739.00| 20.00000 36400.00
REMOVING PORTLAND CEMENT CONCRETE | | |
PAVEMENT | | |
0050 202.203 220.000 M2 | 14.00000 3080.00| 13.15000 2893.00| 15.00000 3300.00
PAVEMENT BUTT JOINTS | | |
0060 203.2001 11536.000 M3 | 9.00000 103824.00| 7.50000 86520.00| 13.00000 149968.00
COMMON EXCAVATION - PLAN QUANTITY | | |
0070 304.104 7200.000 M3 | 23.00000 165600.00| 15.30000 110160.00| 23.00000 165600.00
AGGREGATE SUBBASE COURSE - GRAVEL (PLAN | | |
QUANTITY) | | |
0080 403.209 420.000 MG | 127.00000 53340.00| 127.00000 53340.00| 139.70000 58674.00
HOT MIX ASPHALT 9.5 MM (SIDEWALKS, | | |
DRIVES, INCIDENTALS) | | |
0090 403.210 1010.000 MG | 71.00000 71710.00| 71.00000 71710.00| 78.10000 78881.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
LETTING DATE : 12/06/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/06
PAGE : 2
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 013079.00
=========
====================================================================================================================================
|( 1 ) 002188 |( 2 ) 001195 |( 3 ) 000707
|LANE DEVELOPMENT, LLC |VAUGHN THIBODEAU & SONS, INC |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0100 403.213 1370.000 MG | 75.00000 102750.00| 71.00000 97270.00| 78.10000 106997.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0110 409.15 1910.000 L | 1.00000 1910.00| 0.80000 1528.00| 0.88000 1680.80
BITUMINOUS TACK COAT APPLIED | | |
0120 603.15 65.000 M | 100.00000 6500.00| 88.60000 5759.00| 100.00000 6500.00
300 MM CULVERT PIPE OPTION I | | |
0130 603.159 30.500 M | 135.00000 4117.50| 125.00000 3812.50| 125.00000 3812.50
300 MM CULVERT PIPE OPTION III | | |
0140 603.16 105.300 M | 115.00000 12109.50| 93.50000 9845.55| 90.00000 9477.00
375 MM CULVERT PIPE OPTION I | | |
0150 603.17 12.100 M | 125.00000 1512.50| 100.00000 1210.00| 100.00000 1210.00
450 MM CULVERT PIPE OPTION I | | |
0160 603.179 12.200 M | 132.00000 1610.40| 150.00000 1830.00| 140.00000 1708.00
450 MM CULVERT PIPE OPTION III | | |
0170 603.231 4.570 M | 745.00000 3404.65| 800.00000 3656.00| 400.00000 1828.00
1200 MM CORRUGATED METAL PIPE | | |
0180 603.279 18.300 M | 890.00000 16287.00| 1000.00000 18300.00| 500.00000 9150.00
1800 MM CULVERT PIPE OPTION III | | |
0190 604.262 20.000 EA | 3000.00000 60000.00| 2135.00000 42700.00| 2400.00000 48000.00
CATCH BASIN TYPE B5-C | | |
0200 605.09 871.000 M | 35.00000 30485.00| 79.00000 68809.00| 70.00000 60970.00
150 MM UNDERDRAIN TYPE B | | |
0210 605.10 26.000 M | 33.00000 858.00| 68.50000 1781.00| 70.00000 1820.00
150 MM UNDERDRAIN OUTLET | | |
0220 605.11 791.000 M | 125.00000 98875.00| 109.25000 86416.75| 92.00000 72772.00
300 MM UNDERDRAIN TYPE C | | |
0230 606.24 228.500 M | 50.00000 11425.00| 50.00000 11425.00| 50.00000 11425.00
GUARDRAIL TYPE 3D - SINGLE RAIL | | |
0240 606.242 30.500 M | 60.00000 1830.00| 54.50000 1662.25| 55.00000 1677.50
GUARDRAIL TYPE 3D - OVER 4.5M RADIUS | | |
0250 606.265 4.000 EA | 30.00000 120.00| 77.00000 308.00| 77.00000 308.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0260 606.353 28.000 EA | 40.00000 1120.00| 33.00000 924.00| 33.00000 924.00
REFLECTORIZED FLEXIBLE GUARDRAIL MARKER | | |
0270 606.47 29.000 EA | 15.00000 435.00| 38.50000 1116.50| 38.50000 1116.50
SINGLE WOOD POST | | |
0280 606.79 2.000 EA | 1900.00000 3800.00| 2100.00000 4200.00| 2090.00000 4180.00
GUARDRAIL 350 FLARED TERMINAL | | |
0290 606.80 2.000 EA | 3000.00000 6000.00| 2750.00000 5500.00| 3000.00000 6000.00
BURIED-IN-SLOPE GUARDRAIL END | | |
LETTING DATE : 12/06/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/06
PAGE : 3
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 013079.00
=========
====================================================================================================================================
|( 1 ) 002188 |( 2 ) 001195 |( 3 ) 000707
|LANE DEVELOPMENT, LLC |VAUGHN THIBODEAU & SONS, INC |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0300 607.451 27.000 M | 110.00000 2970.00| 54.00000 1458.00| 55.00000 1485.00
WOOD RAIL FENCE MATCH EXISTING | | |
0310 608.081 6.150 M2 | 85.00000 522.75| 180.00000 1107.00| 80.00000 492.00
REINFORCED CONCRETE DRIVEWAY 150 mm | | |
depth | | |
0320 608.26 5.760 M2 | 170.00000 979.20| 66.00000 380.16| 75.00000 432.00
CURB RAMP DETECTABLE WARNING FIELD | | |
0330 609.31 1630.000 M | 15.00000 24450.00| 15.00000 24450.00| 16.50000 26895.00
CURB TYPE 3 | | |
0340 610.08 60.000 M3 | 55.00000 3300.00| 64.00000 3840.00| 50.00000 3000.00
PLAIN RIPRAP | | |
0350 613.319 1130.000 M2 | 3.00000 3390.00| 3.60000 4068.00| 2.00000 2260.00
EROSION CONTROL BLANKET | | |
0360 615.07 520.000 M3 | 32.00000 16640.00| 40.30000 20956.00| 12.00000 6240.00
LOAM | | |
0370 618.1301 46.000 UN | 25.00000 1150.00| 27.00000 1242.00| 30.00000 1380.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0380 618.1411 47.000 UN | 25.00000 1175.00| 26.00000 1222.00| 25.85000 1214.95
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0390 619.1201 93.000 UN | 15.00000 1395.00| 13.50000 1255.50| 13.20000 1227.60
MULCH - PLAN QUANTITY | | |
0400 620.58 120.000 M2 | 3.00000 360.00| 3.30000 396.00| 1.00000 120.00
EROSION CONTROL GEOTEXTILE | | |
0410 627.711 4365.000 M | 0.85000 3710.25| 1.10000 4801.50| 0.55000 2400.75
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0420 627.75 60.000 M2 | 22.00000 1320.00| 22.50000 1350.00| 42.90000 2574.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0430 627.76 LUMP | 2800.00000 2800.00| 2850.00000 2850.00| 3270.00000 3270.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0440 629.05 10.000 HR | 27.00000 270.00| 24.00000 240.00| 28.00000 280.00
HAND LABOR, STRAIGHT TIME | | |
0450 631.10 5.000 HR | 60.00000 300.00| 68.00000 340.00| 32.00000 160.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0460 631.11 5.000 HR | 40.00000 200.00| 68.00000 340.00| 32.00000 160.00
AIR TOOL (INCLUDING OPERATOR) | | |
0470 631.12 20.000 HR | 95.00000 1900.00| 114.00000 2280.00| 120.00000 2400.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
LETTING DATE : 12/06/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/06
PAGE : 4
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 013079.00
=========
====================================================================================================================================
|( 1 ) 002188 |( 2 ) 001195 |( 3 ) 000707
|LANE DEVELOPMENT, LLC |VAUGHN THIBODEAU & SONS, INC |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0480 631.172 40.000 HR | 44.00000 1760.00| 57.00000 2280.00| 60.00000 2400.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0490 631.18 10.000 HR | 40.00000 400.00| 52.00000 520.00| 36.00000 360.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0500 631.32 5.000 HR | 100.00000 500.00| 165.00000 825.00| 125.00000 625.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0510 639.19 1.000 EA | 9500.00000 9500.00| 11150.00000 11150.00| 10000.00000 10000.00
FIELD OFFICE TYPE B | | |
0520 652.38 1920.000 HR | 14.50000 27840.00| 15.50000 29760.00| 18.00000 34560.00
FLAGGER | | |
0530 652.39 LUMP | 10000.00000 10000.00| 15500.00000 15500.00| 25000.00000 25000.00
WORK ZONE TRAFFIC CONTROL | | |
0540 652.41 2.000 EA | 5000.00000 10000.00| 4400.00000 8800.00| 5000.00000 10000.00
PORTABLE - CHANGEABLE MESSAGE SIGN | | |
0550 656.75 LUMP | 4500.00000 4500.00| 30000.00000 30000.00| 25000.00000 25000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0560 659.10 LUMP | 48000.00000 48000.00| 110000.00000 110000.00| 126000.00000 126000.00
MOBILIZATION | | |
SECTION TOTALS | $ 967,110.75| $ 1,001,710.16| $ 1,147,285.60
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0002 ALTERNATE PAVEMENT 1 (SELECT 1 ALTERNATE ONLY)
| | |
0570 310.23 9510.000 M2 | 10.75000 102232.50| 10.75000 102232.50| 11.85000 112693.50
PLANT MIX RECYCLED ASPHALT PAVEMENT - | | |
75 MM DEPTH | | |
0580 409.15 1140.000 L | 1.00000 1140.00| 0.80000 912.00| 0.88000 1003.20
BITUMINOUS TACK COAT APPLIED | | |
SECTION TOTALS | $ 103,372.50| $ 103,144.50| $ 113,696.70
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0003 ALTERNATE PAVEMENT 2 (SELECT 1 ALTERNATE ONLY)
| | |
0590 202.202 9510.000 M2 | | |
REMOVING PAVEMENT SURFACE | | |
0600 304.104 200.000 M3 | | |
AGGREGATE SUBBASE COURSE - GRAVEL (PLAN | | |
QUANTITY) | | |
0610 403.213 1120.000 MG | | |
HOT MIX ASPHALT 12.5 MM, BASE | | |
SECTION TOTALS | $ | $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,070,483.25| $ 1,104,854.66| $ 1,260,982.30
====================================================================================================================================
LETTING DATE : 12/06/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/06
PAGE : 5
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 013079.00
=========
====================================================================================================================================
|( 4 ) 000416 |( 5 ) 000022 |( 6 ) 001934
|T BUCK CONSTRUCTION, INC. |LANE CONSTRUCTION CORP. (THE |MAINE EARTH
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PROJECT ITEMS
| | |
0010 201.11 0.330 HA | 42000.00000 13860.00| 35000.00000 11550.00| 40000.00000 13200.00
CLEARING | | |
0020 201.23 6.000 EA | 350.00000 2100.00| 500.00000 3000.00| 350.00000 2100.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 7.000 EA | 335.00000 2345.00| 220.00000 1540.00| 300.00000 2100.00
REMOVING STUMP | | |
0040 202.11 1820.000 M2 | 10.00000 18200.00| 18.00000 32760.00| 70.00000 127400.00
REMOVING PORTLAND CEMENT CONCRETE | | |
PAVEMENT | | |
0050 202.203 220.000 M2 | 13.15000 2893.00| 9.50000 2090.00| 9.50000 2090.00
PAVEMENT BUTT JOINTS | | |
0060 203.2001 11536.000 M3 | 14.50000 167272.00| 19.00000 219184.00| 20.00000 230720.00
COMMON EXCAVATION - PLAN QUANTITY | | |
0070 304.104 7200.000 M3 | 25.50000 183600.00| 30.50000 219600.00| 36.00000 259200.00
AGGREGATE SUBBASE COURSE - GRAVEL (PLAN | | |
QUANTITY) | | |
0080 403.209 420.000 MG | 127.00000 53340.00| 120.00000 50400.00| 160.00000 67200.00
HOT MIX ASPHALT 9.5 MM (SIDEWALKS, | | |
DRIVES, INCIDENTALS) | | |
0090 403.210 1010.000 MG | 71.00000 71710.00| 75.00000 75750.00| 85.00000 85850.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0100 403.213 1370.000 MG | 71.00000 97270.00| 75.00000 102750.00| 85.00000 116450.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0110 409.15 1910.000 L | 0.80000 1528.00| 1.70000 3247.00| 2.00000 3820.00
BITUMINOUS TACK COAT APPLIED | | |
0120 603.15 65.000 M | 145.00000 9425.00| 95.00000 6175.00| 200.00000 13000.00
300 MM CULVERT PIPE OPTION I | | |
0130 603.159 30.500 M | 225.00000 6862.50| 195.00000 5947.50| 200.00000 6100.00
300 MM CULVERT PIPE OPTION III | | |
0140 603.16 105.300 M | 110.00000 11583.00| 100.00000 10530.00| 200.00000 21060.00
375 MM CULVERT PIPE OPTION I | | |
0150 603.17 12.100 M | 175.00000 2117.50| 120.00000 1452.00| 250.00000 3025.00
450 MM CULVERT PIPE OPTION I | | |
0160 603.179 12.200 M | 280.00000 3416.00| 330.00000 4026.00| 300.00000 3660.00
450 MM CULVERT PIPE OPTION III | | |
0170 603.231 4.570 M | 1000.00000 4570.00| 970.00000 4432.90| 1800.00000 8226.00
1200 MM CORRUGATED METAL PIPE | | |
0180 603.279 18.300 M | 950.00000 17385.00| 1150.00000 21045.00| 1300.00000 23790.00
1800 MM CULVERT PIPE OPTION III | | |
LETTING DATE : 12/06/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/06
PAGE : 6
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 013079.00
=========
====================================================================================================================================
|( 4 ) 000416 |( 5 ) 000022 |( 6 ) 001934
|T BUCK CONSTRUCTION, INC. |LANE CONSTRUCTION CORP. (THE |MAINE EARTH
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0190 604.262 20.000 EA | 2200.00000 44000.00| 3300.00000 66000.00| 3500.00000 70000.00
CATCH BASIN TYPE B5-C | | |
0200 605.09 871.000 M | 72.50000 63147.50| 75.00000 65325.00| 70.00000 60970.00
150 MM UNDERDRAIN TYPE B | | |
0210 605.10 26.000 M | 55.00000 1430.00| 75.00000 1950.00| 70.00000 1820.00
150 MM UNDERDRAIN OUTLET | | |
0220 605.11 791.000 M | 105.00000 83055.00| 130.00000 102830.00| 130.00000 102830.00
300 MM UNDERDRAIN TYPE C | | |
0230 606.24 228.500 M | 45.50000 10396.75| 46.00000 10511.00| 46.00000 10511.00
GUARDRAIL TYPE 3D - SINGLE RAIL | | |
0240 606.242 30.500 M | 49.60000 1512.80| 49.00000 1494.50| 50.00000 1525.00
GUARDRAIL TYPE 3D - OVER 4.5M RADIUS | | |
0250 606.265 4.000 EA | 70.00000 280.00| 60.00000 240.00| 70.00000 280.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0260 606.353 28.000 EA | 30.00000 840.00| 40.00000 1120.00| 30.00000 840.00
REFLECTORIZED FLEXIBLE GUARDRAIL MARKER | | |
0270 606.47 29.000 EA | 35.00000 1015.00| 42.00000 1218.00| 35.00000 1015.00
SINGLE WOOD POST | | |
0280 606.79 2.000 EA | 1900.00000 3800.00| 2000.00000 4000.00| 3800.00000 7600.00
GUARDRAIL 350 FLARED TERMINAL | | |
0290 606.80 2.000 EA | 2500.00000 5000.00| 2000.00000 4000.00| 4000.00000 8000.00
BURIED-IN-SLOPE GUARDRAIL END | | |
0300 607.451 27.000 M | 49.50000 1336.50| 50.00000 1350.00| 50.00000 1350.00
WOOD RAIL FENCE MATCH EXISTING | | |
0310 608.081 6.150 M2 | 205.00000 1260.75| 140.00000 861.00| 250.00000 1537.50
REINFORCED CONCRETE DRIVEWAY 150 mm | | |
depth | | |
0320 608.26 5.760 M2 | 520.00000 2995.20| 370.00000 2131.20| 250.00000 1440.00
CURB RAMP DETECTABLE WARNING FIELD | | |
0330 609.31 1630.000 M | 15.00000 24450.00| 17.00000 27710.00| 17.00000 27710.00
CURB TYPE 3 | | |
0340 610.08 60.000 M3 | 100.00000 6000.00| 49.00000 2940.00| 120.00000 7200.00
PLAIN RIPRAP | | |
0350 613.319 1130.000 M2 | 3.50000 3955.00| 2.00000 2260.00| 6.50000 7345.00
EROSION CONTROL BLANKET | | |
0360 615.07 520.000 M3 | 44.00000 22880.00| 45.00000 23400.00| 55.00000 28600.00
LOAM | | |
0370 618.1301 46.000 UN | 24.50000 1127.00| 24.50000 1127.00| 25.00000 1150.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0380 618.1411 47.000 UN | 23.50000 1104.50| 23.50000 1104.50| 25.00000 1175.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
LETTING DATE : 12/06/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/06
PAGE : 7
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 013079.00
=========
====================================================================================================================================
|( 4 ) 000416 |( 5 ) 000022 |( 6 ) 001934
|T BUCK CONSTRUCTION, INC. |LANE CONSTRUCTION CORP. (THE |MAINE EARTH
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0390 619.1201 93.000 UN | 12.00000 1116.00| 12.00000 1116.00| 20.00000 1860.00
MULCH - PLAN QUANTITY | | |
0400 620.58 120.000 M2 | 5.00000 600.00| 3.50000 420.00| 6.50000 780.00
EROSION CONTROL GEOTEXTILE | | |
0410 627.711 4365.000 M | 0.50000 2182.50| 0.65000 2837.25| 0.49000 2138.85
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0420 627.75 60.000 M2 | 40.00000 2400.00| 24.00000 1440.00| 39.00000 2340.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0430 627.76 LUMP | 2750.00000 2750.00| 5000.00000 5000.00| 2500.00000 2500.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0440 629.05 10.000 HR | 37.50000 375.00| 30.00000 300.00| 60.00000 600.00
HAND LABOR, STRAIGHT TIME | | |
0450 631.10 5.000 HR | 70.00000 350.00| 35.00000 175.00| 120.00000 600.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0460 631.11 5.000 HR | 65.00000 325.00| 30.00000 150.00| 120.00000 600.00
AIR TOOL (INCLUDING OPERATOR) | | |
0470 631.12 20.000 HR | 125.00000 2500.00| 140.00000 2800.00| 140.00000 2800.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0480 631.172 40.000 HR | 65.00000 2600.00| 55.00000 2200.00| 70.00000 2800.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0490 631.18 10.000 HR | 47.50000 475.00| 40.00000 400.00| 100.00000 1000.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0500 631.32 5.000 HR | 85.00000 425.00| 145.00000 725.00| 200.00000 1000.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0510 639.19 1.000 EA | 10000.00000 10000.00| 15000.00000 15000.00| 12000.00000 12000.00
FIELD OFFICE TYPE B | | |
0520 652.38 1920.000 HR | 16.00000 30720.00| 16.00000 30720.00| 25.00000 48000.00
FLAGGER | | |
0530 652.39 LUMP | 17500.00000 17500.00| 30000.00000 30000.00| 25000.00000 25000.00
WORK ZONE TRAFFIC CONTROL | | |
0540 652.41 2.000 EA | 6000.00000 12000.00| 8000.00000 16000.00| 10000.00000 20000.00
PORTABLE - CHANGEABLE MESSAGE SIGN | | |
0550 656.75 LUMP | 32500.00000 32500.00| 37000.00000 37000.00| 20000.00000 20000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0560 659.10 LUMP | 79712.50000 79712.50| 120000.00000 120000.00| 168000.00000 168000.00
MOBILIZATION | | |
SECTION TOTALS | $ 1,147,594.00| $ 1,363,334.85| $ 1,643,908.35
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0002 ALTERNATE PAVEMENT 1 (SELECT 1 ALTERNATE ONLY)
| | |
LETTING DATE : 12/06/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/06
PAGE : 8
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 013079.00
=========
====================================================================================================================================
|( 4 ) 000416 |( 5 ) 000022 |( 6 ) 001934
|T BUCK CONSTRUCTION, INC. |LANE CONSTRUCTION CORP. (THE |MAINE EARTH
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0570 310.23 9510.000 M2 | 12.00000 114120.00| 12.75000 121252.50| 13.00000 123630.00
PLANT MIX RECYCLED ASPHALT PAVEMENT - | | |
75 MM DEPTH | | |
0580 409.15 1140.000 L | 0.80000 912.00| 2.50000 2850.00| 2.00000 2280.00
BITUMINOUS TACK COAT APPLIED | | |
SECTION TOTALS | $ 115,032.00| $ 124,102.50| $ 125,910.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0003 ALTERNATE PAVEMENT 2 (SELECT 1 ALTERNATE ONLY)
| | |
0590 202.202 9510.000 M2 | | |
REMOVING PAVEMENT SURFACE | | |
0600 304.104 200.000 M3 | | |
AGGREGATE SUBBASE COURSE - GRAVEL (PLAN | | |
QUANTITY) | | |
0610 403.213 1120.000 MG | | |
HOT MIX ASPHALT 12.5 MM, BASE | | |
SECTION TOTALS | $ | $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,262,626.00| $ 1,487,437.35| $ 1,769,818.35
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