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LETTING DATE : 11/17/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/17/04
PAGE : 1
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 005974.00 COMPLETION DATE : 10/14/05
=========
PROJECT(S): STP-042-5974(00)X LOCATION(S): ORRINGTON, HIGHWAY IMPROVEMENTSMAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : ORRINGTON, HIGHWAY IMPROVEMENTS NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 001195 VAUGHN THIBODEAU & SONS, INC. $ 2,339,171.55 100.0000%
2 000022 LANE CONSTRUCTION CORP. (THE) $ 2,620,692.06 112.0351%
3 000649 SARGENT & SARGENT, INC. $ 2,688,874.85 114.9499%
4 000164 C P M CONSTRUCTORS $ 2,747,132.50 117.4404%
====================================================================================================================================
|( 1 ) 001195 |( 2 ) 000022 |( 3 ) 000649
|VAUGHN THIBODEAU & SONS, IN |LANE CONSTRUCTION CORP. (TH |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 201.11 0.600 HA | 8500.00000 5100.00| 7000.00000 4200.00| 25000.00000 15000.00
CLEARING | | |
0020 201.23 47.000 EA | 385.00000 18095.00| 250.00000 11750.00| 350.00000 16450.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 62.000 EA | 225.00000 13950.00| 300.00000 18600.00| 250.00000 15500.00
REMOVING STUMP | | |
0040 202.12 52.000 M3 | 65.40000 3400.80| 100.00000 5200.00| 50.00000 2600.00
REMOVING EXISTING STRUCTURAL CONCRETE | | |
0050 202.203 73.000 M2 | 12.00000 876.00| 14.00000 1022.00| 20.00000 1460.00
PAVEMENT BUTT JOINTS | | |
0060 203.20 11400.000 M3 | 10.46000 119244.00| 17.00000 193800.00| 12.00000 136800.00
COMMON EXCAVATION | | |
0070 203.21 790.000 M3 | 58.00000 45820.00| 60.00000 47400.00| 85.00000 67150.00
ROCK EXCAVATION | | |
0080 203.211 35.000 M | 103.50000 3622.50| 100.00000 3500.00| 25.00000 875.00
PRESPLITTING ROCK | | |
0090 203.25 140.000 M3 | 21.58000 3021.20| 24.00000 3360.00| 24.00000 3360.00
GRANULAR BORROW | | |
0100 206.061 100.000 M3 | 32.70000 3270.00| 40.00000 4000.00| 24.00000 2400.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0110 206.07 200.000 M3 | 195.75000 39150.00| 125.00000 25000.00| 120.00000 24000.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
LETTING DATE : 11/17/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/17/04
PAGE : 2
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 005974.00
=========
====================================================================================================================================
|( 1 ) 001195 |( 2 ) 000022 |( 3 ) 000649
|VAUGHN THIBODEAU & SONS, IN |LANE CONSTRUCTION CORP. (TH |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 304.10 15300.000 M3 | 21.58000 330174.00| 24.00000 367200.00| 20.00000 306000.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0130 310.24 8810.000 M2 | 9.20000 81052.00| 8.90000 78409.00| 10.00000 88100.00
PLANT MIX RECYCLED ASPHALT PAVEMENT - | | |
100 MM DEPTH | | |
0140 403.207 10200.000 MG | 44.00000 448800.00| 39.00000 397800.00| 43.00000 438600.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0150 403.208 2700.000 MG | 44.00000 118800.00| 42.25000 114075.00| 46.50000 125550.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0160 403.209 330.000 MG | 121.25000 40012.50| 115.00000 37950.00| 126.50000 41745.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0170 403.213 3000.000 MG | 44.00000 132000.00| 42.25000 126750.00| 46.50000 139500.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0180 409.15 1750.000 L | 1.33000 2327.50| 1.40000 2450.00| 1.54000 2695.00
BITUMINOUS TACK COAT APPLIED | | |
0190 508.13 25.000 LS | 2500.00000 2500.00| 1500.00000 1500.00| 5000.00000 5000.00
MEMBRANE WATERPROOFING | | |
0200 526.301 200.000 LS | 20000.00000 20000.00| 8000.00000 8000.00| 7500.00000 7500.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0210 534.71 13.000 LS | 50000.00000 50000.00| 40000.00000 40000.00| 30000.00000 30000.00
PRECAST CONCRETE BOX CULVERT | | |
0220 603.159 140.000 M | 168.00000 23520.00| 155.00000 21700.00| 140.00000 19600.00
300 MM CULVERT PIPE OPTION III | | |
0230 603.179 120.000 M | 235.20000 28224.00| 165.00000 19800.00| 160.00000 19200.00
450 MM CULVERT PIPE OPTION III | | |
0240 603.199 46.000 M | 246.00000 11316.00| 185.00000 8510.00| 220.00000 10120.00
600 MM CULVERT PIPE OPTION III | | |
0250 603.1991 7.000 M | 570.00000 3990.00| 180.00000 1260.00| 300.00000 2100.00
LINER FOR 600 MM CMP CULVERT | | |
0260 603.209 16.000 M | 291.20000 4659.20| 220.00000 3520.00| 280.00000 4480.00
750 MM CULVERT PIPE OPTION III | | |
0270 603.239 29.000 M | 393.00000 11397.00| 400.00000 11600.00| 450.00000 13050.00
1200 MM CULVERT PIPE OPTION III | | |
0280 603.249 29.000 M | 492.00000 14268.00| 420.00000 12180.00| 500.00000 14500.00
1350 MM CULVERT PIPE OPTION III | | |
0290 603.259 35.000 M | 492.00000 17220.00| 440.00000 15400.00| 600.00000 21000.00
1500 MM CULVERT PIPE OPTION III | | |
0300 603.76 4.000 EA | 180.00000 720.00| 200.00000 800.00| 375.00000 1500.00
300 MM INLET GRATE UNIT | | |
0310 603.78 1.000 EA | 200.00000 200.00| 210.00000 210.00| 425.00000 425.00
450 MM INLET GRATE UNIT | | |
LETTING DATE : 11/17/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/17/04
PAGE : 3
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 005974.00
=========
====================================================================================================================================
|( 1 ) 001195 |( 2 ) 000022 |( 3 ) 000649
|VAUGHN THIBODEAU & SONS, IN |LANE CONSTRUCTION CORP. (TH |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0320 604.092 31.000 EA | 2400.00000 74400.00| 2200.00000 68200.00| 2400.00000 74400.00
CATCH BASIN TYPE B1-C | | |
0330 604.096 2.000 EA | 2500.00000 5000.00| 2600.00000 5200.00| 3200.00000 6400.00
1500 MM CATCH BASIN TYPE B1-C | | |
0340 604.18 4.000 EA | 400.00000 1600.00| 600.00000 2400.00| 325.00000 1300.00
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0350 604.2402 7.000 EA | 2700.00000 18900.00| 2400.00000 16800.00| 2500.00000 17500.00
BEHIND CURB CATCH BASIN | | |
0360 604.244 1.000 EA | 1200.00000 1200.00| 1600.00000 1600.00| 1500.00000 1500.00
CATCH BASIN TYPE F4 | | |
0370 604.262 6.000 EA | 2700.00000 16200.00| 2200.00000 13200.00| 2400.00000 14400.00
CATCH BASIN TYPE B5-C | | |
0380 605.09 1550.000 M | 72.80000 112840.00| 80.00000 124000.00| 85.00000 131750.00
150 MM UNDERDRAIN TYPE B | | |
0390 605.10 50.000 M | 72.80000 3640.00| 80.00000 4000.00| 70.00000 3500.00
150 MM UNDERDRAIN OUTLET | | |
0400 605.11 620.000 M | 84.00000 52080.00| 120.00000 74400.00| 120.00000 74400.00
300 MM UNDERDRAIN TYPE C | | |
0410 605.13 730.000 M | 145.60000 106288.00| 130.00000 94900.00| 140.00000 102200.00
450 MM UNDERDRAIN TYPE C | | |
0420 605.15 62.000 M | 156.80000 9721.60| 150.00000 9300.00| 200.00000 12400.00
600 MM UNDERDRAIN TYPE C | | |
0430 605.17 51.000 M | 166.80000 8506.80| 180.00000 9180.00| 240.00000 12240.00
750 MM UNDERDRAIN TYPE C | | |
0440 606.23 520.000 M | 52.80000 27456.00| 46.65000 24258.00| 52.00000 27040.00
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0450 606.231 53.000 M | 60.50000 3206.50| 56.70000 3005.10| 62.50000 3312.50
GUARDRAIL TYPE 3C - 4.5 M RADIUS AND | | |
LESS | | |
0460 606.232 4.000 M | 60.50000 242.00| 57.30000 229.20| 62.50000 250.00
GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS | | |
0470 606.265 12.000 EA | 38.50000 462.00| 34.45000 413.40| 38.50000 462.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0480 606.35 32.000 EA | 33.00000 1056.00| 20.00000 640.00| 22.00000 704.00
GUARDRAIL DELINEATOR POST | | |
0490 606.363 260.000 M | 7.70000 2002.00| 8.00000 2080.00| 8.80000 2288.00
GUARDRAIL REMOVE AND DISPOSE | | |
0500 606.47 5.000 EA | 22.00000 110.00| 21.00000 105.00| 23.10000 115.50
SINGLE WOOD POST | | |
LETTING DATE : 11/17/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/17/04
PAGE : 4
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 005974.00
=========
====================================================================================================================================
|( 1 ) 001195 |( 2 ) 000022 |( 3 ) 000649
|VAUGHN THIBODEAU & SONS, IN |LANE CONSTRUCTION CORP. (TH |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0510 606.51 1.000 EA | 275.00000 275.00| 525.00000 525.00| 600.00000 600.00
MULTIPLE MAILBOX SUPPORT | | |
0520 606.79 6.000 EA | 1760.00000 10560.00| 1395.00000 8370.00| 1500.00000 9000.00
GUARDRAIL 350 FLARED TERMINAL | | |
0530 607.24 31.000 M | 66.75000 2069.25| 58.00000 1798.00| 64.00000 1984.00
REMOVE AND RESET FENCE | | |
0540 608.07 1.000 M2 | 65.00000 65.00| 600.00000 600.00| 125.00000 125.00
PLAIN CONCRETE SIDEWALK | | |
0550 609.19 19.200 M | 76.00000 1459.20| 90.00000 1728.00| 75.00000 1440.00
VERTICAL CURB TYPE 2 | | |
0560 609.244 2.000 EA | 150.00000 300.00| 160.00000 320.00| 150.00000 300.00
TERMINAL CURB TYPE 2 - 1.2 METER | | |
0570 609.247 4.000 EA | 193.00000 772.00| 220.00000 880.00| 200.00000 800.00
TERMINAL CURB TYPE 2 - 2.1 METER | | |
0580 609.26 6.000 EA | 290.00000 1740.00| 340.00000 2040.00| 300.00000 1800.00
CURB TRANSITION SECTION B TYPE 1 | | |
0590 609.31 2350.000 M | 9.85000 23147.50| 18.00000 42300.00| 20.00000 47000.00
CURB TYPE 3 | | |
0600 610.08 230.000 M3 | 45.78000 10529.40| 35.00000 8050.00| 60.00000 13800.00
PLAIN RIPRAP | | |
0610 613.319 160.000 M2 | 3.58000 572.80| 2.50000 400.00| 2.00000 320.00
EROSION CONTROL BLANKET | | |
0620 615.07 1200.000 M3 | 32.70000 39240.00| 32.00000 38400.00| 8.00000 9600.00
LOAM | | |
0630 618.1301 77.000 UN | 24.00000 1848.00| 21.00000 1617.00| 23.10000 1778.70
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0640 618.1401 42.000 UN | 13.00000 546.00| 11.00000 462.00| 12.10000 508.20
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0650 618.1411 37.000 UN | 34.00000 1258.00| 30.00000 1110.00| 33.00000 1221.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0660 618.15 59.000 KG | 2.00000 118.00| 1.00000 59.00| 1.10000 64.90
TEMPORARY SEEDING | | |
0670 618.25 3.000 M3 | 28.00000 84.00| 25.00000 75.00| 27.50000 82.50
APPLIED WATER | | |
0680 619.1201 330.000 UN | 7.70000 2541.00| 7.00000 2310.00| 7.70000 2541.00
MULCH - PLAN QUANTITY | | |
0690 620.58 760.000 M2 | 3.00000 2280.00| 3.00000 2280.00| 1.00000 760.00
EROSION CONTROL GEOTEXTILE | | |
0700 621.037 40.000 EA | 94.60000 3784.00| 86.00000 3440.00| 94.60000 3784.00
EVERGREEN TREES (1500 MM - 1800 MM) | | |
GROUP A | | |
LETTING DATE : 11/17/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/17/04
PAGE : 5
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 005974.00
=========
====================================================================================================================================
|( 1 ) 001195 |( 2 ) 000022 |( 3 ) 000649
|VAUGHN THIBODEAU & SONS, IN |LANE CONSTRUCTION CORP. (TH |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0710 621.126 7.000 EA | 77.00000 539.00| 70.00000 490.00| 77.00000 539.00
SMALL DECIDUOUS TREES (1800 MM - 2400 | | |
MM) GROUP A | | |
0720 621.249 10.000 EA | 71.50000 715.00| 65.00000 650.00| 71.50000 715.00
LARGE DECIDUOUS TREES (1800 MM - 2400 | | |
MM) GROUP A | | |
0730 621.273 10.000 EA | 303.00000 3030.00| 275.00000 2750.00| 302.50000 3025.00
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0740 621.397 12.000 EA | 50.00000 600.00| 45.00000 540.00| 49.50000 594.00
DWARF EVERGREENS (450 MM - 600 MM) | | |
GROUP C | | |
0750 621.546 24.000 EA | 35.20000 844.80| 32.00000 768.00| 35.20000 844.80
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP A | | |
0760 621.552 12.000 EA | 44.00000 528.00| 40.00000 480.00| 44.00000 528.00
DECIDUOUS SHRUBS (900 MM - 1200 MM) | | |
GROUP A | | |
0770 621.80 LUMP| 1700.00000 1700.00| 1500.00000 1500.00| 1650.00000 1650.00
ESTABLISHMENT PERIOD | | |
0780 627.18 11.000 M | 10.00000 110.00| 6.56000 72.16| 7.25000 79.75
300 MM SOLID WHITE PAVEMENT MARK LINE | | |
0790 627.711 7400.000 M | 0.60000 4440.00| 0.49000 3626.00| 0.55000 4070.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0800 627.75 25.000 M2 | 45.00000 1125.00| 21.52000 538.00| 43.00000 1075.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0810 627.76 LUMP| 4000.00000 4000.00| 3000.00000 3000.00| 5000.00000 5000.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0820 629.05 80.000 HR | 28.00000 2240.00| 25.00000 2000.00| 24.00000 1920.00
HAND LABOR, STRAIGHT TIME | | |
0830 631.10 8.000 HR | 65.00000 520.00| 40.00000 320.00| 30.00000 240.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0840 631.11 8.000 HR | 50.00000 400.00| 35.00000 280.00| 30.00000 240.00
AIR TOOL (INCLUDING OPERATOR) | | |
0850 631.12 16.000 HR | 110.00000 1760.00| 100.00000 1600.00| 100.00000 1600.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0860 631.131 8.000 HR | 85.00000 680.00| 75.00000 600.00| 90.00000 720.00
SMALL BULLDOZER-GRADER (INCLUDING | | |
OPERATOR) | | |
LETTING DATE : 11/17/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/17/04
PAGE : 6
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 005974.00
=========
====================================================================================================================================
|( 1 ) 001195 |( 2 ) 000022 |( 3 ) 000649
|VAUGHN THIBODEAU & SONS, IN |LANE CONSTRUCTION CORP. (TH |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0870 631.14 16.000 HR | 125.00000 2000.00| 110.00000 1760.00| 100.00000 1600.00
GRADER (INCLUDING OPERATOR) | | |
0880 631.172 16.000 HR | 60.00000 960.00| 50.00000 800.00| 48.00000 768.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0890 631.20 16.000 HR | 120.00000 1920.00| 130.00000 2080.00| 90.00000 1440.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0900 631.22 16.000 HR | 85.00000 1360.00| 70.00000 1120.00| 90.00000 1440.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
0910 631.32 8.000 HR | 145.00000 1160.00| 130.00000 1040.00| 125.00000 1000.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0920 637.071 LUMP| 15000.00000 15000.00| 30000.00000 30000.00| 50000.00000 50000.00
DUST CONTROL | | |
0930 639.18 1.000 EA | 12000.00000 12000.00| 12000.00000 12000.00| 10000.00000 10000.00
FIELD OFFICE TYPE A | | |
0940 642.17 2.000 M3 | 1800.00000 3600.00| 2500.00000 5000.00| 750.00000 1500.00
CAST-IN-PLACE CONCRETE STEPS | | |
0950 645.106 10.000 EA | 300.00000 3000.00| 60.00000 600.00| 175.00000 1750.00
DEMOUNT REGULATORY, WARNING, | | |
CONFIRMATION AND ROUTE MARKER ASSEMBLY | | |
SIGN | | |
0960 645.108 10.000 EA | 100.00000 1000.00| 60.00000 600.00| 180.00000 1800.00
DEMOUNT POLE | | |
0970 645.116 2.000 EA | 200.00000 400.00| 120.00000 240.00| 330.00000 660.00
REINSTALL REGULATORY, WARNING, | | |
CONFIRMATION AND ROUTE MARKER ASSEMBLY | | |
SIGN | | |
0980 645.118 2.000 EA | 200.00000 400.00| 220.00000 440.00| 275.00000 550.00
REINSTALL POLE | | |
0990 645.292 8.000 M2 | 100.00000 800.00| 500.00000 4000.00| 275.00000 2200.00
REGULATORY, WARNING, CONFIRMATION AND | | |
ROUTE MARKER ASSEMBLY SIGNS TYPE II | | |
1000 652.38 5000.000 HR | 12.75000 63750.00| 13.00000 65000.00| 14.00000 70000.00
FLAGGER | | |
1010 652.39 LUMP| 6000.00000 6000.00| 35000.00000 35000.00| 35000.00000 35000.00
WORK ZONE TRAFFIC CONTROL | | |
1020 656.75 LUMP| 10000.00000 10000.00| 30000.00000 30000.00| 50000.00000 50000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
1030 657.24 130.000 UN | 20.00000 2600.00| 18.00000 2340.00| 10.00000 1300.00
SEEDING PITS | | |
1040 658.20 36.000 M2 | 10.00000 360.00| 17.70000 637.20| 20.00000 720.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
LETTING DATE : 11/17/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/17/04
PAGE : 7
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 005974.00
=========
====================================================================================================================================
|( 1 ) 001195 |( 2 ) 000022 |( 3 ) 000649
|VAUGHN THIBODEAU & SONS, IN |LANE CONSTRUCTION CORP. (TH |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1050 659.10 LUMP| 40000.00000 40000.00| 245000.00000 245000.00| 268100.00000 268100.00
MOBILIZATION | | |
1060 660.21 2000.000 HR | 1.00000 2000.00| 1.00000 2000.00| 2.00000 4000.00
ON-THE-JOB TRAINING (BID) | | |
1070 812.162 7.000 EA | 400.00000 2800.00| 600.00000 4200.00| 325.00000 2275.00
ADJUST SEWER MANHOLE TO GRADE | | |
SECTION TOTALS | $ 2,339,171.55| $ 2,620,692.06| $ 2,688,874.85
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,339,171.55| $ 2,620,692.06| $ 2,688,874.85
====================================================================================================================================
LETTING DATE : 11/17/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/17/04
PAGE : 8
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 005974.00
=========
====================================================================================================================================
|( 4 ) 000164 |( ) |( )
|C P M CONSTRUCTORS | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.11 0.600 HA | 10000.00000 6000.00| |
CLEARING | | |
0020 201.23 47.000 EA | 400.00000 18800.00| |
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 62.000 EA | 225.00000 13950.00| |
REMOVING STUMP | | |
0040 202.12 52.000 M3 | 25.00000 1300.00| |
REMOVING EXISTING STRUCTURAL CONCRETE | | |
0050 202.203 73.000 M2 | 12.00000 876.00| |
PAVEMENT BUTT JOINTS | | |
0060 203.20 11400.000 M3 | 13.25000 151050.00| |
COMMON EXCAVATION | | |
0070 203.21 790.000 M3 | 52.00000 41080.00| |
ROCK EXCAVATION | | |
0080 203.211 35.000 M | 100.00000 3500.00| |
PRESPLITTING ROCK | | |
0090 203.25 140.000 M3 | 18.00000 2520.00| |
GRANULAR BORROW | | |
0100 206.061 100.000 M3 | 28.00000 2800.00| |
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0110 206.07 200.000 M3 | 100.00000 20000.00| |
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0120 304.10 15300.000 M3 | 25.00000 382500.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0130 310.24 8810.000 M2 | 18.00000 158580.00| |
PLANT MIX RECYCLED ASPHALT PAVEMENT - | | |
100 MM DEPTH | | |
0140 403.207 10200.000 MG | 44.00000 448800.00| |
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0150 403.208 2700.000 MG | 44.00000 118800.00| |
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0160 403.209 330.000 MG | 121.25000 40012.50| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0170 403.213 3000.000 MG | 44.00000 132000.00| |
HOT MIX ASPHALT 12.5 MM, BASE | | |
0180 409.15 1750.000 L | 1.33000 2327.50| |
BITUMINOUS TACK COAT APPLIED | | |
LETTING DATE : 11/17/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/17/04
PAGE : 9
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 005974.00
=========
====================================================================================================================================
|( 4 ) 000164 |( ) |( )
|C P M CONSTRUCTORS | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 508.13 25.000 LS | 400.00000 400.00| |
MEMBRANE WATERPROOFING | | |
0200 526.301 200.000 LS | 10000.00000 10000.00| |
TEMPORARY CONCRETE BARRIER TYPE I | | |
0210 534.71 13.000 LS | 40000.00000 40000.00| |
PRECAST CONCRETE BOX CULVERT | | |
0220 603.159 140.000 M | 130.00000 18200.00| |
300 MM CULVERT PIPE OPTION III | | |
0230 603.179 120.000 M | 137.00000 16440.00| |
450 MM CULVERT PIPE OPTION III | | |
0240 603.199 46.000 M | 260.00000 11960.00| |
600 MM CULVERT PIPE OPTION III | | |
0250 603.1991 7.000 M | 295.00000 2065.00| |
LINER FOR 600 MM CMP CULVERT | | |
0260 603.209 16.000 M | 335.00000 5360.00| |
750 MM CULVERT PIPE OPTION III | | |
0270 603.239 29.000 M | 500.00000 14500.00| |
1200 MM CULVERT PIPE OPTION III | | |
0280 603.249 29.000 M | 564.00000 16356.00| |
1350 MM CULVERT PIPE OPTION III | | |
0290 603.259 35.000 M | 482.00000 16870.00| |
1500 MM CULVERT PIPE OPTION III | | |
0300 603.76 4.000 EA | 150.00000 600.00| |
300 MM INLET GRATE UNIT | | |
0310 603.78 1.000 EA | 170.00000 170.00| |
450 MM INLET GRATE UNIT | | |
0320 604.092 31.000 EA | 2000.00000 62000.00| |
CATCH BASIN TYPE B1-C | | |
0330 604.096 2.000 EA | 4000.00000 8000.00| |
1500 MM CATCH BASIN TYPE B1-C | | |
0340 604.18 4.000 EA | 650.00000 2600.00| |
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0350 604.2402 7.000 EA | 2270.00000 15890.00| |
BEHIND CURB CATCH BASIN | | |
0360 604.244 1.000 EA | 1700.00000 1700.00| |
CATCH BASIN TYPE F4 | | |
0370 604.262 6.000 EA | 1950.00000 11700.00| |
CATCH BASIN TYPE B5-C | | |
0380 605.09 1550.000 M | 80.00000 124000.00| |
150 MM UNDERDRAIN TYPE B | | |
LETTING DATE : 11/17/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/17/04
PAGE : 10
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 005974.00
=========
====================================================================================================================================
|( 4 ) 000164 |( ) |( )
|C P M CONSTRUCTORS | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 605.10 50.000 M | 80.00000 4000.00| |
150 MM UNDERDRAIN OUTLET | | |
0400 605.11 620.000 M | 95.00000 58900.00| |
300 MM UNDERDRAIN TYPE C | | |
0410 605.13 730.000 M | 111.00000 81030.00| |
450 MM UNDERDRAIN TYPE C | | |
0420 605.15 62.000 M | 145.00000 8990.00| |
600 MM UNDERDRAIN TYPE C | | |
0430 605.17 51.000 M | 180.00000 9180.00| |
750 MM UNDERDRAIN TYPE C | | |
0440 606.23 520.000 M | 47.00000 24440.00| |
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0450 606.231 53.000 M | 51.00000 2703.00| |
GUARDRAIL TYPE 3C - 4.5 M RADIUS AND | | |
LESS | | |
0460 606.232 4.000 M | 51.00000 204.00| |
GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS | | |
0470 606.265 12.000 EA | 60.00000 720.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0480 606.35 32.000 EA | 35.00000 1120.00| |
GUARDRAIL DELINEATOR POST | | |
0490 606.363 260.000 M | 12.00000 3120.00| |
GUARDRAIL REMOVE AND DISPOSE | | |
0500 606.47 5.000 EA | 45.00000 225.00| |
SINGLE WOOD POST | | |
0510 606.51 1.000 EA | 300.00000 300.00| |
MULTIPLE MAILBOX SUPPORT | | |
0520 606.79 6.000 EA | 2100.00000 12600.00| |
GUARDRAIL 350 FLARED TERMINAL | | |
0530 607.24 31.000 M | 65.00000 2015.00| |
REMOVE AND RESET FENCE | | |
0540 608.07 1.000 M2 | 475.00000 475.00| |
PLAIN CONCRETE SIDEWALK | | |
0550 609.19 19.200 M | 75.00000 1440.00| |
VERTICAL CURB TYPE 2 | | |
0560 609.244 2.000 EA | 136.00000 272.00| |
TERMINAL CURB TYPE 2 - 1.2 METER | | |
0570 609.247 4.000 EA | 190.00000 760.00| |
TERMINAL CURB TYPE 2 - 2.1 METER | | |
0580 609.26 6.000 EA | 290.00000 1740.00| |
CURB TRANSITION SECTION B TYPE 1 | | |
LETTING DATE : 11/17/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/17/04
PAGE : 11
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 005974.00
=========
====================================================================================================================================
|( 4 ) 000164 |( ) |( )
|C P M CONSTRUCTORS | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0590 609.31 2350.000 M | 9.85000 23147.50| |
CURB TYPE 3 | | |
0600 610.08 230.000 M3 | 55.00000 12650.00| |
PLAIN RIPRAP | | |
0610 613.319 160.000 M2 | 5.00000 800.00| |
EROSION CONTROL BLANKET | | |
0620 615.07 1200.000 M3 | 30.00000 36000.00| |
LOAM | | |
0630 618.1301 77.000 UN | 22.00000 1694.00| |
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0640 618.1401 42.000 UN | 12.00000 504.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0650 618.1411 37.000 UN | 33.00000 1221.00| |
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0660 618.15 59.000 KG | 1.00000 59.00| |
TEMPORARY SEEDING | | |
0670 618.25 3.000 M3 | 27.00000 81.00| |
APPLIED WATER | | |
0680 619.1201 330.000 UN | 8.00000 2640.00| |
MULCH - PLAN QUANTITY | | |
0690 620.58 760.000 M2 | 4.00000 3040.00| |
EROSION CONTROL GEOTEXTILE | | |
0700 621.037 40.000 EA | 86.00000 3440.00| |
EVERGREEN TREES (1500 MM - 1800 MM) | | |
GROUP A | | |
0710 621.126 7.000 EA | 70.00000 490.00| |
SMALL DECIDUOUS TREES (1800 MM - 2400 | | |
MM) GROUP A | | |
0720 621.249 10.000 EA | 65.00000 650.00| |
LARGE DECIDUOUS TREES (1800 MM - 2400 | | |
MM) GROUP A | | |
0730 621.273 10.000 EA | 275.00000 2750.00| |
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0740 621.397 12.000 EA | 45.00000 540.00| |
DWARF EVERGREENS (450 MM - 600 MM) | | |
GROUP C | | |
0750 621.546 24.000 EA | 32.00000 768.00| |
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP A | | |
0760 621.552 12.000 EA | 40.00000 480.00| |
DECIDUOUS SHRUBS (900 MM - 1200 MM) | | |
GROUP A | | |
LETTING DATE : 11/17/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/17/04
PAGE : 12
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 005974.00
=========
====================================================================================================================================
|( 4 ) 000164 |( ) |( )
|C P M CONSTRUCTORS | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0770 621.80 LUMP| 1500.00000 1500.00| |
ESTABLISHMENT PERIOD | | |
0780 627.18 11.000 M | 18.00000 198.00| |
300 MM SOLID WHITE PAVEMENT MARK LINE | | |
0790 627.711 7400.000 M | 0.54000 3996.00| |
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0800 627.75 25.000 M2 | 23.00000 575.00| |
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0810 627.76 LUMP| 4200.00000 4200.00| |
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0820 629.05 80.000 HR | 35.00000 2800.00| |
HAND LABOR, STRAIGHT TIME | | |
0830 631.10 8.000 HR | 45.00000 360.00| |
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0840 631.11 8.000 HR | 45.00000 360.00| |
AIR TOOL (INCLUDING OPERATOR) | | |
0850 631.12 16.000 HR | 125.00000 2000.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0860 631.131 8.000 HR | 100.00000 800.00| |
SMALL BULLDOZER-GRADER (INCLUDING | | |
OPERATOR) | | |
0870 631.14 16.000 HR | 150.00000 2400.00| |
GRADER (INCLUDING OPERATOR) | | |
0880 631.172 16.000 HR | 65.00000 1040.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0890 631.20 16.000 HR | 170.00000 2720.00| |
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0900 631.22 16.000 HR | 75.00000 1200.00| |
FRONT END LOADER (INCLUDING OPERATOR) | | |
0910 631.32 8.000 HR | 400.00000 3200.00| |
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0920 637.071 LUMP| 22000.00000 22000.00| |
DUST CONTROL | | |
0930 639.18 1.000 EA | 13000.00000 13000.00| |
FIELD OFFICE TYPE A | | |
0940 642.17 2.000 M3 | 1000.00000 2000.00| |
CAST-IN-PLACE CONCRETE STEPS | | |
LETTING DATE : 11/17/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 11/17/04
PAGE : 13
COUNTIE(S): PENOBSCOT TABULATION OF BIDS
CONTRACT ID : 005974.00
=========
====================================================================================================================================
|( 4 ) 000164 |( ) |( )
|C P M CONSTRUCTORS | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0950 645.106 10.000 EA | 180.00000 1800.00| |
DEMOUNT REGULATORY, WARNING, | | |
CONFIRMATION AND ROUTE MARKER ASSEMBLY | | |
SIGN | | |
0960 645.108 10.000 EA | 180.00000 1800.00| |
DEMOUNT POLE | | |
0970 645.116 2.000 EA | 500.00000 1000.00| |
REINSTALL REGULATORY, WARNING, | | |
CONFIRMATION AND ROUTE MARKER ASSEMBLY | | |
SIGN | | |
0980 645.118 2.000 EA | 120.00000 240.00| |
REINSTALL POLE | | |
0990 645.292 8.000 M2 | 220.00000 1760.00| |
REGULATORY, WARNING, CONFIRMATION AND | | |
ROUTE MARKER ASSEMBLY SIGNS TYPE II | | |
1000 652.38 5000.000 HR | 13.00000 65000.00| |
FLAGGER | | |
1010 652.39 LUMP| 40000.00000 40000.00| |
WORK ZONE TRAFFIC CONTROL | | |
1020 656.75 LUMP| 37000.00000 37000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
1030 657.24 130.000 UN | 18.00000 2340.00| |
SEEDING PITS | | |
1040 658.20 36.000 M2 | 18.00000 648.00| |
ACRYLIC LATEX COLOR FINISH, GREEN | | |
1050 659.10 LUMP| 300000.00000 300000.00| |
MOBILIZATION | | |
1060 660.21 2000.000 HR | 0.10000 200.00| |
ON-THE-JOB TRAINING (BID) | | |
1070 812.162 7.000 EA | 300.00000 2100.00| |
ADJUST SEWER MANHOLE TO GRADE | | |
SECTION TOTALS | $ 2,747,132.50| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,747,132.50| $ 0.00| $
====================================================================================================================================