Skip Maine state header navigation
LETTING DATE : 03/31/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/31/04
PAGE : 1
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 011399.00 COMPLETION DATE : 09/18/04
=========
PROJECT(S): STP-1139(900)X LOCATION(S): NEWBURGH-DIXMONT MAINE STATE DEPARTMENT OF TRANSPORTATION
STP-A140(000)X HAMPDEN
NH-1140(700)E HAMPDEN A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : LEVEL 2 NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000022 LANE CONSTRUCTION CORP. (THE) $ 2,662,859.75 100.0000%
2 001195 VAUGHN THIBODEAU & SONS, INC. $ 3,018,656.50 113.3615%
3 000855 BRIDGECORP $ 3,236,055.75 121.5256%
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 001195 |( 3 ) 000855
|LANE CONSTRUCTION CORP. (TH |VAUGHN THIBODEAU & SONS, IN |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 202.203 1000.000 SY | 12.00000 12000.00| 14.00000 14000.00| 12.00000 12000.00
PAVEMENT BUTT JOINTS | | |
0020 204.21 1500.000 CY | 15.00000 22500.00| 20.00000 30000.00| 35.00000 52500.00
ADD SHOULDER AGGREGATE - TRUCK MEASURE | | |
0030 211.20 49270.000 LF | 2.00000 98540.00| 3.25000 160127.50| 2.50000 123175.00
INSLOPE EXCAVATION | | |
0040 211.22 5000.000 LF | 2.70000 13500.00| 3.00000 15000.00| 2.75000 13750.00
INSLOPE EXCAVATION - GUARDRAIL | | |
0050 211.30 46740.000 LF | 2.80000 130872.00| 3.25000 151905.00| 3.00000 140220.00
DITCH EXCAVATION | | |
0060 310.35 140300.000 SY | 6.22000 872666.00| 6.50000 911950.00| 6.50000 911950.00
COLD IN-PLACE RECYCLED ASPHALT PAVEMENT | | |
(TRAVELING PUGMILL) 5 INCH | | |
0070 403.209 333.000 T | 95.00000 31635.00| 100.00000 33300.00| 130.00000 43290.00
HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS | | |
DRIVES, INCIDENT ALS) | | |
0080 403.210 19540.000 T | 36.50000 713210.00| 42.75000 835335.00| 36.50000 713210.00
HOT MIX ASPHALT 9.5 MM HMA | | |
0090 403.212 1650.000 T | 37.00000 61050.00| 42.75000 70537.50| 37.00000 61050.00
HOT MIX ASPHALT 4.75 MM HMA | | |
0100 409.15 5740.000 G | 2.50000 14350.00| 5.00000 28700.00| 2.50000 14350.00
BITUMINOUS TACK COAT APPLIED | | |
0110 411.10 196.000 CY | 50.00000 9800.00| 35.00000 6860.00| 60.00000 11760.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
LETTING DATE : 03/31/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/31/04
PAGE : 2
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 011399.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 001195 |( 3 ) 000855
|LANE CONSTRUCTION CORP. (TH |VAUGHN THIBODEAU & SONS, IN |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 603.16 1414.000 LF | 27.00000 38178.00| 30.00000 42420.00| 22.00000 31108.00
15 INCH CULVERT PIPE OPTION I | | |
0130 603.17 392.000 LF | 29.00000 11368.00| 35.00000 13720.00| 25.00000 9800.00
18 INCH CULVERT PIPE OPTION I | | |
0140 603.179 1389.000 LF | 77.00000 106953.00| 40.00000 55560.00| 100.00000 138900.00
18 INCH CULVERT PIPE OPTION III | | |
0150 603.199 1037.000 LF | 82.00000 85034.00| 45.00000 46665.00| 105.00000 108885.00
24 INCH CULVERT PIPE OPTION III | | |
0160 603.205 188.000 LF | 95.00000 17860.00| 93.00000 17484.00| 125.00000 23500.00
30 INCH REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0170 603.215 66.000 LF | 108.00000 7128.00| 105.00000 6930.00| 130.00000 8580.00
36 INCH REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0180 603.245 64.000 LF | 150.00000 9600.00| 180.00000 11520.00| 230.00000 14720.00
54 INCH REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0190 604.18 2.000 EA | 400.00000 800.00| 500.00000 1000.00| 360.00000 720.00
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0200 604.182 5.000 EA | 150.00000 750.00| 270.00000 1350.00| 180.00000 900.00
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0210 605.10 12.000 LF | 35.00000 420.00| 80.00000 960.00| 120.00000 1440.00
6 INCH UNDERDRAIN OUTLET | | |
0220 606.178 375.000 LF | 6.00000 2250.00| 10.00000 3750.00| 6.00000 2250.00
GUARDRAIL BEAM | | |
0230 606.23 737.500 LF | 11.00000 8112.50| 15.00000 11062.50| 11.00000 8112.50
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0240 606.231 150.000 LF | 12.50000 1875.00| 18.00000 2700.00| 12.50000 1875.00
GUARDRAIL TYPE 3C - 15 FOOT RADIUS AND | | |
LESS | | |
0250 606.232 138.000 LF | 12.50000 1725.00| 18.00000 2484.00| 12.50000 1725.00
GUARDRAIL TYPE 3C - OVER 15 FOOT RADIUS | | |
0260 606.265 11.000 EA | 29.00000 319.00| 50.00000 550.00| 29.00000 319.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0270 606.35 45.000 EA | 26.00000 1170.00| 40.00000 1800.00| 26.00000 1170.00
GUARDRAIL DELINEATOR POST | | |
0280 606.362 1225.000 LF | 2.75000 3368.75| 5.00000 6125.00| 2.75000 3368.75
GUARDRAIL ADJUSTED | | |
0290 606.364 250.000 LF | 4.80000 1200.00| 9.00000 2250.00| 4.80000 1200.00
GUARDRAIL REMOVE, MODIFY AND RESET, | | |
TYPE 3B | | |
LETTING DATE : 03/31/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/31/04
PAGE : 3
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 011399.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 001195 |( 3 ) 000855
|LANE CONSTRUCTION CORP. (TH |VAUGHN THIBODEAU & SONS, IN |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 606.47 64.000 EA | 38.00000 2432.00| 42.00000 2688.00| 38.00000 2432.00
SINGLE WOOD POST | | |
0310 606.754 22.000 EA | 900.00000 19800.00| 1200.00000 26400.00| 1100.00000 24200.00
WIDEN SHOULDER FOR GUARDRAIL 350 FLARED | | |
TERMINAL | | |
0320 606.79 22.000 EA | 1380.00000 30360.00| 2000.00000 44000.00| 1380.00000 30360.00
GUARDRAIL 350 FLARED TERMINAL | | |
0330 609.31 788.000 LF | 5.50000 4334.00| 5.00000 3940.00| 9.00000 7092.00
CURB TYPE 3 | | |
0340 610.08 200.000 CY | 51.00000 10200.00| 50.00000 10000.00| 125.00000 25000.00
PLAIN RIPRAP | | |
0350 613.319 20780.000 SY | 1.20000 24936.00| 4.00000 83120.00| 1.50000 31170.00
EROSION CONTROL BLANKET | | |
0360 615.07 90.000 CY | 32.00000 2880.00| 50.00000 4500.00| 55.00000 4950.00
LOAM | | |
0370 618.1301 36.000 UN | 21.00000 756.00| 40.00000 1440.00| 21.00000 756.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0380 618.1401 778.000 UN | 11.25000 8752.50| 30.00000 23340.00| 11.25000 8752.50
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0390 619.1201 814.000 UN | 5.00000 4070.00| 12.00000 9768.00| 5.00000 4070.00
MULCH - PLAN QUANTITY | | |
0400 620.58 750.000 SY | 2.50000 1875.00| 4.00000 3000.00| 2.50000 1875.00
EROSION CONTROL GEOTEXTILE | | |
0410 627.76 LUMP| 6000.00000 6000.00| 15000.00000 15000.00| 10000.00000 10000.00
TEMPORARY PVMT. MARK LINE, W OR YELLOW | | |
0420 629.05 25.000 HR | 22.00000 550.00| 25.00000 625.00| 20.00000 500.00
HAND LABOR, STRAIGHT TIME | | |
0430 631.10 10.000 HR | 40.00000 400.00| 100.00000 1000.00| 25.00000 250.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0440 631.11 10.000 HR | 10.00000 100.00| 100.00000 1000.00| 25.00000 250.00
AIR TOOL (INCLUDING OPERATOR) | | |
0450 631.111 20.000 HR | 160.00000 3200.00| 150.00000 3000.00| 160.00000 3200.00
TRACTOR MOUNTED HYDRAULIC HAMMER | | |
0460 631.12 40.000 HR | 100.00000 4000.00| 110.00000 4400.00| 100.00000 4000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0470 631.14 100.000 HR | 95.00000 9500.00| 80.00000 8000.00| 125.00000 12500.00
GRADER (INCLUDING OPERATOR) | | |
0480 631.172 40.000 HR | 42.00000 1680.00| 45.00000 1800.00| 40.00000 1600.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0490 631.18 10.000 HR | 30.00000 300.00| 35.00000 350.00| 25.00000 250.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
LETTING DATE : 03/31/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/31/04
PAGE : 4
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 011399.00
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 001195 |( 3 ) 000855
|LANE CONSTRUCTION CORP. (TH |VAUGHN THIBODEAU & SONS, IN |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 631.32 100.000 HR | 125.00000 12500.00| 120.00000 12000.00| 200.00000 20000.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0510 639.19 1.000 EA | 8000.00000 8000.00| 10000.00000 10000.00| 7500.00000 7500.00
FIELD OFFICE TYPE B | | |
0520 652.38 5680.000 HR | 12.50000 71000.00| 18.00000 102240.00| 14.00000 79520.00
FLAGGER | | |
0530 652.39 LUMP| 36000.00000 36000.00| 30000.00000 30000.00| 10000.00000 10000.00
WORK ZONE TRAFFIC CONTROL | | |
0540 656.75 LUMP| 30000.00000 30000.00| 30000.00000 30000.00| 10000.00000 10000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0550 659.10 LUMP| 90000.00000 90000.00| 100000.00000 100000.00| 479000.00000 479000.00
MOBILIZATION | | |
0560 660.21 1000.000 HR | 1.00000 1000.00| 1.00000 1000.00| 1.00000 1000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 2,662,859.75| $ 3,018,656.50| $ 3,236,055.75
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,662,859.75| $ 3,018,656.50| $ 3,236,055.75
====================================================================================================================================