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LETTING DATE : 07/19/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/19/06
PAGE : 1
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 011210.00 COMPLETION DATE : 11/03/07
=========
PROJECT(S): STP-A121(000)X LOCATION(S): LAGRANGE-ALTON, PAVEMENT REHABILITATIONATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : LAGRANGE-ALTON, PAVEMENT REHABILITATION. NOTARY PUBLIC
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 000022 LANE CONSTRUCTION CORP. (THE) $ 3,243,050.50 100.0000%
2 000304 LOU SILVER, INC. $ 3,355,550.55 103.4690%
3 001195 VAUGHN THIBODEAU & SONS, INC. $ 3,508,723.75 108.1921%
4 000707 SARGENT CORPORATION $ 3,656,292.25 112.7424%
5 000855 BRIDGECORP $ 3,704,404.49 114.2259%
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000304 |( 3 ) 001195
|LANE CONSTRUCTION CORP. (THE |LOU SILVER, INC. |VAUGHN THIBODEAU & SONS, 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 1.060 AC | 10000.00000 10600.00| 4030.00000 4271.80| 12500.00000 13250.00
CLEARING | | |
0020 201.23 29.000 EA | 500.00000 14500.00| 530.00000 15370.00| 600.00000 17400.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 202.127 2525.000 LS | 5000.00000 5000.00| 37500.00000 37500.00| 5500.00000 5500.00
REMOVE EXISTING BITUMINOUS PAVEMENT | | |
0040 202.203 780.000 SY | 12.00000 9360.00| 12.75000 9945.00| 12.00000 9360.00
PAVEMENT BUTT JOINTS | | |
0050 203.21 40.000 CY | 75.00000 3000.00| 115.00000 4600.00| 225.00000 9000.00
ROCK EXCAVATION | | |
0060 203.2312 LUMP | 10000.00000 10000.00| 5800.00000 5800.00| 5000.00000 5000.00
HEALTH AND SAFETY PLAN | | |
0070 211.20 28330.000 LF | 4.50000 127485.00| 4.23000 119835.90| 8.00000 226640.00
INSLOPE EXCAVATION | | |
0080 211.30 25230.000 LF | 6.00000 151380.00| 3.75000 94612.50| 6.00000 151380.00
DITCH EXCAVATION | | |
0090 304.103 750.000 CY | 35.00000 26250.00| 18.68000 14010.00| 45.00000 33750.00
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0100 403.209 1000.000 T | 110.00000 110000.00| 130.00000 130000.00| 125.00000 125000.00
HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS, | | |
DRIVES, INCIDENTALS) | | |
LETTING DATE : 07/19/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/19/06
PAGE : 2
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 011210.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000304 |( 3 ) 001195
|LANE CONSTRUCTION CORP. (THE |LOU SILVER, INC. |VAUGHN THIBODEAU & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0110 603.16 2200.000 LF | 55.00000 121000.00| 35.00000 77000.00| 40.00000 88000.00
15 INCH CULVERT PIPE OPTION I | | |
0120 603.17 60.000 LF | 55.00000 3300.00| 41.50000 2490.00| 70.00000 4200.00
18 INCH CULVERT PIPE OPTION I | | |
0130 603.179 720.000 LF | 55.00000 39600.00| 80.00000 57600.00| 90.00000 64800.00
18 INCH CULVERT PIPE OPTION III | | |
0140 603.199 8.000 LF | 130.00000 1040.00| 130.00000 1040.00| 400.00000 3200.00
24 INCH CULVERT PIPE OPTION III | | |
0150 604.092 2.000 EA | 2200.00000 4400.00| 2200.00000 4400.00| 3000.00000 6000.00
CATCH BASIN TYPE B1-C | | |
0160 605.09 750.000 LF | 38.00000 28500.00| 26.10000 19575.00| 27.00000 20250.00
6 INCH UNDERDRAIN TYPE B | | |
0170 605.10 40.000 LF | 38.00000 1520.00| 20.00000 800.00| 30.00000 1200.00
6 INCH UNDERDRAIN OUTLET | | |
0180 605.12 148.000 LF | 70.00000 10360.00| 46.60000 6896.80| 60.00000 8880.00
15 INCH UNDERDRAIN TYPE C | | |
0190 606.1721 4.000 EA | 1350.00000 5400.00| 1380.00000 5520.00| 1500.00000 6000.00
BRIDGE TRANSITION - TYPE 1 | | |
0200 606.23 4202.000 LF | 14.00000 58828.00| 19.10000 80258.20| 20.00000 84040.00
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0210 606.231 75.000 LF | 16.00000 1200.00| 20.20000 1515.00| 20.00000 1500.00
GUARDRAIL TYPE 3C - 15 FOOT RADIUS AND | | |
LESS | | |
0220 606.232 150.000 LF | 16.00000 2400.00| 20.20000 3030.00| 20.00000 3000.00
GUARDRAIL TYPE 3C - OVER 15 FOOT RADIUS | | |
0230 606.265 10.000 EA | 45.00000 450.00| 74.20000 742.00| 75.00000 750.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0240 606.353 24.000 EA | 38.00000 912.00| 31.80000 763.20| 35.00000 840.00
REFLECTORIZED FLEXIBLE GUARDRAIL MARKER | | |
0250 606.47 35.000 EA | 42.00000 1470.00| 37.10000 1298.50| 40.00000 1400.00
SINGLE WOOD POST | | |
0260 606.79 8.000 EA | 1800.00000 14400.00| 2600.00000 20800.00| 2100.00000 16800.00
GUARDRAIL 350 FLARED TERMINAL | | |
0270 609.31 2260.000 LF | 6.00000 13560.00| 5.00000 11300.00| 5.00000 11300.00
CURB TYPE 3 | | |
0280 610.08 100.000 CY | 65.00000 6500.00| 55.00000 5500.00| 50.00000 5000.00
PLAIN RIPRAP | | |
0290 610.18 150.000 CY | 65.00000 9750.00| 53.35000 8002.50| 40.00000 6000.00
STONE DITCH PROTECTION | | |
0300 613.319 12500.000 SY | 2.20000 27500.00| 3.35000 41875.00| 2.90000 36250.00
EROSION CONTROL BLANKET | | |
LETTING DATE : 07/19/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/19/06
PAGE : 3
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 011210.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000304 |( 3 ) 001195
|LANE CONSTRUCTION CORP. (THE |LOU SILVER, INC. |VAUGHN THIBODEAU & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0310 615.07 260.000 CY | 30.00000 7800.00| 36.50000 9490.00| 50.00000 13000.00
LOAM | | |
0320 618.1301 165.000 UN | 23.00000 3795.00| 17.25000 2846.25| 32.50000 5362.50
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0330 618.1401 390.000 UN | 14.25000 5557.50| 17.00000 6630.00| 32.50000 12675.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0340 619.1201 555.000 UN | 10.00000 5550.00| 9.30000 5161.50| 21.00000 11655.00
MULCH - PLAN QUANTITY | | |
0350 620.58 3500.000 SY | 2.20000 7700.00| 3.45000 12075.00| 3.00000 10500.00
EROSION CONTROL GEOTEXTILE | | |
0360 627.76 LUMP | 10000.00000 10000.00| 21635.00000 21635.00| 16000.00000 16000.00
TEMPORARY PVMT. MARK LINE, W OR YELLOW | | |
0370 629.05 45.000 HR | 30.00000 1350.00| 27.60000 1242.00| 30.00000 1350.00
HAND LABOR, STRAIGHT TIME | | |
0380 631.10 20.000 HR | 30.00000 600.00| 58.00000 1160.00| 55.00000 1100.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0390 631.11 20.000 HR | 30.00000 600.00| 35.50000 710.00| 40.00000 800.00
AIR TOOL (INCLUDING OPERATOR) | | |
0400 631.12 120.000 HR | 75.00000 9000.00| 110.00000 13200.00| 125.00000 15000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0410 631.14 50.000 HR | 90.00000 4500.00| 105.00000 5250.00| 150.00000 7500.00
GRADER (INCLUDING OPERATOR) | | |
0420 631.172 240.000 HR | 55.00000 13200.00| 73.50000 17640.00| 55.00000 13200.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0430 631.18 30.000 HR | 30.00000 900.00| 33.00000 990.00| 35.00000 1050.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0440 631.20 30.000 HR | 110.00000 3300.00| 72.00000 2160.00| 175.00000 5250.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0450 631.32 40.000 HR | 160.00000 6400.00| 155.00000 6200.00| 175.00000 7000.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0460 639.18 1.000 EA | 16000.00000 16000.00| 17850.00000 17850.00| 12000.00000 12000.00
FIELD OFFICE TYPE A | | |
0470 652.38 6500.000 HR | 15.00000 97500.00| 17.25000 112125.00| 17.50000 113750.00
FLAGGER | | |
0480 652.39 LUMP | 70000.00000 70000.00| 65780.00000 65780.00| 25000.00000 25000.00
WORK ZONE TRAFFIC CONTROL | | |
0490 656.75 LUMP | 10000.00000 10000.00| 40500.00000 40500.00| 20000.00000 20000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0500 659.10 LUMP | 315000.00000 315000.00| 185130.00000 185130.00| 150000.00000 150000.00
MOBILIZATION | | |
LETTING DATE : 07/19/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/19/06
PAGE : 4
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 011210.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000304 |( 3 ) 001195
|LANE CONSTRUCTION CORP. (THE |LOU SILVER, INC. |VAUGHN THIBODEAU & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0510 660.21 2000.000 HR | 2.00000 4000.00| 1.28000 2560.00| 1.00000 2000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 1,412,417.50| $ 1,316,686.15| $ 1,409,882.50
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0002 ALTERNATE PAVEMENT 1 (CONTRACTOR'S CHOICE)
| | |
0520 203.2001 5905.000 CY | | |
COMMON EXCAVATION - PLAN QUANTITY | | |
0530 304.104 16330.000 CY | | |
AGGREGATE SUBBASE COURSE (PLAN QUANTITY | | |
0540 309.36 90470.000 SY | | |
FULL DEPTH REC PAVEMENT W/FOAM ASPHALT | | |
6 INCH DEPTH | | |
0550 403.210 8360.000 T | | |
HOT MIX ASPHALT 9.5 MM HMA | | |
0560 403.213 7970.000 T | | |
HOT MIX ASPHALT 12.5 MM HMA BASE | | |
0570 409.15 4550.000 G | | |
BITUMINOUS TACK COAT APPLIED | | |
SECTION TOTALS | $ | $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0003 ALTERNATE PAVEMENT 2 (CONTRACTOR'S CHOICE)
| | |
0580 203.2001 6130.000 CY | | |
COMMON EXCAVATION - PLAN QUANTITY | | |
0590 304.104 24220.000 CY | | |
AGGREGATE SUBBASE COURSE (PLAN QUANTITY | | |
0600 310.23 90470.000 SY | | |
PLANT MIX RECYCLED ASPHALT PAVEMENT - 3 | | |
INCH DEPTH | | |
0610 403.207 2277.000 T | | |
HOT MIX ASPHALT 19.0 MM HMA | | |
0620 403.210 8350.000 T | | |
HOT MIX ASPHALT 9.5 MM HMA | | |
0630 403.213 7470.000 T | | |
HOT MIX ASPHALT 12.5 MM HMA BASE | | |
0640 409.15 5010.000 G | | |
BITUMINOUS TACK COAT APPLIED | | |
SECTION TOTALS | $ | $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0004 ALTERNATE PAVEMENT 3 (CONTRACTOR'S CHOICE)
| | |
LETTING DATE : 07/19/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/19/06
PAGE : 5
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 011210.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000304 |( 3 ) 001195
|LANE CONSTRUCTION CORP. (THE |LOU SILVER, INC. |VAUGHN THIBODEAU & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0650 203.2001 5905.000 CY | 10.00000 59050.00| 10.00000 59050.00| 8.25000 48716.25
COMMON EXCAVATION - PLAN QUANTITY | | |
0660 304.104 14210.000 CY | 16.00000 227360.00| 17.95000 255069.50| 23.00000 326830.00
AGGREGATE SUBBASE COURSE (PLAN QUANTITY | | |
0670 307.32 82940.000 SY | 2.60000 215644.00| 2.06000 170856.40| 2.75000 228085.00
FULL DEPTH RECYCLED PAVEMENT(UNTREATED | | |
MAINELINE TRAVELWAY) | | |
0680 403.207 12815.000 T | 56.80000 727892.00| 67.90000 870138.50| 66.00000 845790.00
HOT MIX ASPHALT 19.0 MM HMA | | |
0690 403.210 9580.000 T | 61.65000 590607.00| 68.90000 660062.00| 67.00000 641860.00
HOT MIX ASPHALT 9.5 MM HMA | | |
0700 409.15 2520.000 G | 4.00000 10080.00| 9.40000 23688.00| 3.00000 7560.00
BITUMINOUS TACK COAT APPLIED | | |
SECTION TOTALS | $ 1,830,633.00| $ 2,038,864.40| $ 2,098,841.25
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 3,243,050.50| $ 3,355,550.55| $ 3,508,723.75
====================================================================================================================================
LETTING DATE : 07/19/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/19/06
PAGE : 6
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 011210.00
=========
====================================================================================================================================
|( 4 ) 000707 |( 5 ) 000855 |( )
|SARGENT CORPORATION |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 1.060 AC | 10000.00000 10600.00| 4334.84000 4594.93|
CLEARING | | |
0020 201.23 29.000 EA | 350.00000 10150.00| 570.37000 16540.73|
REMOVING SINGLE TREE TOP ONLY | | |
0030 202.127 2525.000 LS | 25000.00000 25000.00| 16601.44000 16601.44|
REMOVE EXISTING BITUMINOUS PAVEMENT | | |
0040 202.203 780.000 SY | 13.20000 10296.00| 23.13000 18041.40|
PAVEMENT BUTT JOINTS | | |
0050 203.21 40.000 CY | 1.00000 40.00| 171.11000 6844.40|
ROCK EXCAVATION | | |
0060 203.2312 LUMP | 2500.00000 2500.00| 5703.73000 5703.73|
HEALTH AND SAFETY PLAN | | |
0070 211.20 28330.000 LF | 5.00000 141650.00| 4.20000 118986.00|
INSLOPE EXCAVATION | | |
0080 211.30 25230.000 LF | 6.00000 151380.00| 4.45000 112273.50|
DITCH EXCAVATION | | |
0090 304.103 750.000 CY | 15.00000 11250.00| 23.21000 17407.50|
AGGREGATE SUBBASE - GRAVEL (TRUCK | | |
MEASURE) | | |
0100 403.209 1000.000 T | 121.00000 121000.00| 122.50000 122500.00|
HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS, | | |
DRIVES, INCIDENTALS) | | |
0110 603.16 2200.000 LF | 38.00000 83600.00| 17.57000 38654.00|
15 INCH CULVERT PIPE OPTION I | | |
0120 603.17 60.000 LF | 42.00000 2520.00| 29.49000 1769.40|
18 INCH CULVERT PIPE OPTION I | | |
0130 603.179 720.000 LF | 48.00000 34560.00| 62.06000 44683.20|
18 INCH CULVERT PIPE OPTION III | | |
0140 603.199 8.000 LF | 100.00000 800.00| 175.36000 1402.88|
24 INCH CULVERT PIPE OPTION III | | |
0150 604.092 2.000 EA | 2800.00000 5600.00| 3420.31000 6840.62|
CATCH BASIN TYPE B1-C | | |
0160 605.09 750.000 LF | 32.00000 24000.00| 20.01000 15007.50|
6 INCH UNDERDRAIN TYPE B | | |
0170 605.10 40.000 LF | 36.00000 1440.00| 25.11000 1004.40|
6 INCH UNDERDRAIN OUTLET | | |
0180 605.12 148.000 LF | 48.00000 7104.00| 40.58000 6005.84|
15 INCH UNDERDRAIN TYPE C | | |
0190 606.1721 4.000 EA | 1485.00000 5940.00| 1540.01000 6160.04|
BRIDGE TRANSITION - TYPE 1 | | |
LETTING DATE : 07/19/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/19/06
PAGE : 7
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 011210.00
=========
====================================================================================================================================
|( 4 ) 000707 |( 5 ) 000855 |( )
|SARGENT CORPORATION |BRIDGECORP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0200 606.23 4202.000 LF | 15.40000 64710.80| 15.97000 67105.94|
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0210 606.231 75.000 LF | 17.60000 1320.00| 18.25000 1368.75|
GUARDRAIL TYPE 3C - 15 FOOT RADIUS AND | | |
LESS | | |
0220 606.232 150.000 LF | 17.60000 2640.00| 18.25000 2737.50|
GUARDRAIL TYPE 3C - OVER 15 FOOT RADIUS | | |
0230 606.265 10.000 EA | 49.50000 495.00| 51.33000 513.30|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0240 606.353 24.000 EA | 41.80000 1003.20| 43.35000 1040.40|
REFLECTORIZED FLEXIBLE GUARDRAIL MARKER | | |
0250 606.47 35.000 EA | 46.20000 1617.00| 47.91000 1676.85|
SINGLE WOOD POST | | |
0260 606.79 8.000 EA | 1980.00000 15840.00| 2053.34000 16426.72|
GUARDRAIL 350 FLARED TERMINAL | | |
0270 609.31 2260.000 LF | 5.50000 12430.00| 7.46000 16859.60|
CURB TYPE 3 | | |
0280 610.08 100.000 CY | 50.00000 5000.00| 47.36000 4736.00|
PLAIN RIPRAP | | |
0290 610.18 150.000 CY | 45.00000 6750.00| 44.46000 6669.00|
STONE DITCH PROTECTION | | |
0300 613.319 12500.000 SY | 2.00000 25000.00| 2.18000 27250.00|
EROSION CONTROL BLANKET | | |
0310 615.07 260.000 CY | 30.00000 7800.00| 93.86000 24403.60|
LOAM | | |
0320 618.1301 165.000 UN | 24.00000 3960.00| 20.15000 3324.75|
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0330 618.1401 390.000 UN | 17.60000 6864.00| 19.84000 7737.60|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0340 619.1201 555.000 UN | 9.60000 5328.00| 10.85000 6021.75|
MULCH - PLAN QUANTITY | | |
0350 620.58 3500.000 SY | 2.00000 7000.00| 1.58000 5530.00|
EROSION CONTROL GEOTEXTILE | | |
0360 627.76 LUMP | 7500.00000 7500.00| 5959.26000 5959.26|
TEMPORARY PVMT. MARK LINE, W OR YELLOW | | |
0370 629.05 45.000 HR | 28.00000 1260.00| 51.33000 2309.85|
HAND LABOR, STRAIGHT TIME | | |
0380 631.10 20.000 HR | 30.00000 600.00| 68.44000 1368.80|
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0390 631.11 20.000 HR | 30.00000 600.00| 68.44000 1368.80|
AIR TOOL (INCLUDING OPERATOR) | | |
LETTING DATE : 07/19/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/19/06
PAGE : 8
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 011210.00
=========
====================================================================================================================================
|( 4 ) 000707 |( 5 ) 000855 |( )
|SARGENT CORPORATION |BRIDGECORP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0400 631.12 120.000 HR | 100.00000 12000.00| 154.00000 18480.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0410 631.14 50.000 HR | 120.00000 6000.00| 154.00000 7700.00|
GRADER (INCLUDING OPERATOR) | | |
0420 631.172 240.000 HR | 60.00000 14400.00| 74.15000 17796.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0430 631.18 30.000 HR | 32.00000 960.00| 85.56000 2566.80|
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0440 631.20 30.000 HR | 90.00000 2700.00| 285.19000 8555.70|
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0450 631.32 40.000 HR | 150.00000 6000.00| 342.22000 13688.80|
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0460 639.18 1.000 EA | 5000.00000 5000.00| 28547.17000 28547.17|
FIELD OFFICE TYPE A | | |
0470 652.38 6500.000 HR | 15.00000 97500.00| 15.97000 103805.00|
FLAGGER | | |
0480 652.39 LUMP | 76900.00000 76900.00| 100213.43000 100213.43|
WORK ZONE TRAFFIC CONTROL | | |
0490 656.75 LUMP | 65000.00000 65000.00| 66800.32000 66800.32|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0500 659.10 LUMP | 362800.00000 362800.00| 610268.34000 610268.34|
MOBILIZATION | | |
0510 660.21 2000.000 HR | 2.00000 4000.00| 1.14000 2280.00|
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 1,480,408.00| $ 1,746,131.54| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0002 ALTERNATE PAVEMENT 1 (CONTRACTOR'S CHOICE)
| | |
0520 203.2001 5905.000 CY | | |
COMMON EXCAVATION - PLAN QUANTITY | | |
0530 304.104 16330.000 CY | | |
AGGREGATE SUBBASE COURSE (PLAN QUANTITY | | |
0540 309.36 90470.000 SY | | |
FULL DEPTH REC PAVEMENT W/FOAM ASPHALT | | |
6 INCH DEPTH | | |
0550 403.210 8360.000 T | | |
HOT MIX ASPHALT 9.5 MM HMA | | |
0560 403.213 7970.000 T | | |
HOT MIX ASPHALT 12.5 MM HMA BASE | | |
LETTING DATE : 07/19/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/19/06
PAGE : 9
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 011210.00
=========
====================================================================================================================================
|( 4 ) 000707 |( 5 ) 000855 |( )
|SARGENT CORPORATION |BRIDGECORP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0570 409.15 4550.000 G | | |
BITUMINOUS TACK COAT APPLIED | | |
SECTION TOTALS | $ | $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0003 ALTERNATE PAVEMENT 2 (CONTRACTOR'S CHOICE)
| | |
0580 203.2001 6130.000 CY | | |
COMMON EXCAVATION - PLAN QUANTITY | | |
0590 304.104 24220.000 CY | | |
AGGREGATE SUBBASE COURSE (PLAN QUANTITY | | |
0600 310.23 90470.000 SY | | |
PLANT MIX RECYCLED ASPHALT PAVEMENT - 3 | | |
INCH DEPTH | | |
0610 403.207 2277.000 T | | |
HOT MIX ASPHALT 19.0 MM HMA | | |
0620 403.210 8350.000 T | | |
HOT MIX ASPHALT 9.5 MM HMA | | |
0630 403.213 7470.000 T | | |
HOT MIX ASPHALT 12.5 MM HMA BASE | | |
0640 409.15 5010.000 G | | |
BITUMINOUS TACK COAT APPLIED | | |
SECTION TOTALS | $ | $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0004 ALTERNATE PAVEMENT 3 (CONTRACTOR'S CHOICE)
| | |
0650 203.2001 5905.000 CY | 15.65000 92413.25| 5.40000 31887.00|
COMMON EXCAVATION - PLAN QUANTITY | | |
0660 304.104 14210.000 CY | 22.00000 312620.00| 20.08000 285336.80|
AGGREGATE SUBBASE COURSE (PLAN QUANTITY | | |
0670 307.32 82940.000 SY | 3.73000 309366.20| 1.94000 160903.60|
FULL DEPTH RECYCLED PAVEMENT(UNTREATED | | |
MAINELINE TRAVELWAY) | | |
0680 403.207 12815.000 T | 62.48000 800681.20| 64.69000 829002.35|
HOT MIX ASPHALT 19.0 MM HMA | | |
0690 403.210 9580.000 T | 67.82000 649715.60| 65.62000 628639.60|
HOT MIX ASPHALT 9.5 MM HMA | | |
0700 409.15 2520.000 G | 4.40000 11088.00| 8.93000 22503.60|
BITUMINOUS TACK COAT APPLIED | | |
SECTION TOTALS | $ 2,175,884.25| $ 1,958,272.95| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 3,656,292.25| $ 3,704,404.49| $
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