Skip Maine state header navigation
LETTING DATE : 05/26/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/26/04
PAGE : 1
COUNTIE(S): HANCOCK TABULATION OF BIDS
CONTRACT ID : 009191.10 COMPLETION DATE : 11/26/04
=========
PROJECT(S): STP-9191(10)X LOCATION(S): HANCOCK MAINE STATE DEPARTMENT OF TRANSPORTATION
SB-ME-03(005) HANCOCK
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : HANCOCK, RURAL HIGHWAY CONSTRUCTION NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000022 LANE CONSTRUCTION CORP. (THE) $ 1,431,073.15 100.0000%
2 000855 BRIDGECORP $ 1,531,377.50 107.0090%
3 000036 H E SARGENT, INC. $ 1,604,261.99 112.1020%
4 000010 THOMAS DICENZO, INC. $ 1,620,020.50 113.2032%
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000855 |( 3 ) 000036
|LANE CONSTRUCTION CORP. (TH |BRIDGECORP |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 0.800 HA | 5000.00000 4000.00| 14000.00000 11200.00| 10000.00000 8000.00
CLEARING | | |
0020 201.23 18.000 EA | 250.00000 4500.00| 400.00000 7200.00| 400.00000 7200.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 18.000 EA | 150.00000 2700.00| 200.00000 3600.00| 250.00000 4500.00
REMOVING STUMP | | |
0040 203.20 21650.000 M3 | 11.00000 238150.00| 14.00000 303100.00| 15.50000 335575.00
COMMON EXCAVATION | | |
0050 203.21 1420.000 M3 | 60.00000 85200.00| 14.00000 19880.00| 55.00000 78100.00
ROCK EXCAVATION | | |
0060 203.2312 LUMP| 6000.00000 6000.00| 3000.00000 3000.00| 6000.00000 6000.00
HEALTH AND SAFETY PLAN | | |
0070 203.2333 50.000 MG | 55.00000 2750.00| 30.00000 1500.00| 150.00000 7500.00
DISPOSAL OF SPECIAL EXCAVATION | | |
0080 203.25 50.000 M3 | 20.00000 1000.00| 30.00000 1500.00| 20.00000 1000.00
GRANULAR BORROW | | |
0090 206.061 135.000 M3 | 30.00000 4050.00| 2.00000 270.00| 25.00000 3375.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0100 206.07 100.000 M3 | 130.00000 13000.00| 0.01000 1.00| 100.00000 10000.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
LETTING DATE : 05/26/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/26/04
PAGE : 2
COUNTIE(S): HANCOCK TABULATION OF BIDS
CONTRACT ID : 009191.10
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000855 |( 3 ) 000036
|LANE CONSTRUCTION CORP. (TH |BRIDGECORP |H E SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 304.10 15050.000 M3 | 17.00000 255850.00| 22.00000 331100.00| 22.00000 331100.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0120 403.207 2415.000 MG | 44.40000 107226.00| 45.00000 108675.00| 51.50000 124372.50
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0130 403.208 1730.000 MG | 44.65000 77244.50| 45.00000 77850.00| 49.75000 86067.50
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0140 403.209 120.000 MG | 105.00000 12600.00| 145.00000 17400.00| 109.00000 13080.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0150 403.213 1665.000 MG | 44.65000 74342.25| 45.00000 74925.00| 49.75000 82833.75
HOT MIX ASPHALT 12.5 MM, BASE | | |
0160 409.15 1900.000 L | 1.70000 3230.00| 1.75000 3325.00| 1.90000 3610.00
BITUMINOUS TACK COAT APPLIED | | |
0170 534.71 10.000 LS | 35000.00000 35000.00| 22000.00000 22000.00| 20000.00000 20000.00
PRECAST CONCRETE BOX CULVERT | | |
0180 603.159 45.000 M | 140.00000 6300.00| 80.00000 3600.00| 95.00000 4275.00
300 MM CULVERT PIPE OPTION III | | |
0190 603.16 150.000 M | 90.00000 13500.00| 80.00000 12000.00| 120.00000 18000.00
375 MM CULVERT PIPE OPTION I | | |
0200 603.179 18.000 M | 165.00000 2970.00| 100.00000 1800.00| 125.00000 2250.00
450 MM CULVERT PIPE OPTION III | | |
0210 603.19 12.000 M | 120.00000 1440.00| 135.00000 1620.00| 180.00000 2160.00
600 MM CULVERT PIPE OPTION I | | |
0220 603.199 26.000 M | 175.00000 4550.00| 115.00000 2990.00| 130.00000 3380.00
600 MM CULVERT PIPE OPTION III | | |
0230 603.209 20.000 M | 220.00000 4400.00| 225.00000 4500.00| 300.00000 6000.00
750 MM CULVERT PIPE OPTION III | | |
0240 603.733 7.300 M | 220.00000 1606.00| 135.00000 985.50| 150.00000 1095.00
REMOVE AND RELAY 750 MM METAL PIPE | | |
0250 604.092 3.000 EA | 2500.00000 7500.00| 1950.00000 5850.00| 2200.00000 6600.00
CATCH BASIN TYPE B1-C | | |
0260 604.244 1.000 EA | 1600.00000 1600.00| 1300.00000 1300.00| 1800.00000 1800.00
CATCH BASIN TYPE F4 | | |
0270 605.09 370.000 M | 75.00000 27750.00| 75.00000 27750.00| 75.00000 27750.00
150 MM UNDERDRAIN TYPE B | | |
0280 605.10 20.000 M | 75.00000 1500.00| 70.00000 1400.00| 75.00000 1500.00
150 MM UNDERDRAIN OUTLET | | |
0290 605.11 140.000 M | 120.00000 16800.00| 85.00000 11900.00| 110.00000 15400.00
300 MM UNDERDRAIN TYPE C | | |
0300 606.23 121.920 M | 45.00000 5486.40| 50.00000 6096.00| 47.00000 5730.24
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
LETTING DATE : 05/26/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/26/04
PAGE : 3
COUNTIE(S): HANCOCK TABULATION OF BIDS
CONTRACT ID : 009191.10
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000855 |( 3 ) 000036
|LANE CONSTRUCTION CORP. (TH |BRIDGECORP |H E SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 606.35 10.000 EA | 30.00000 300.00| 33.00000 330.00| 45.00000 450.00
GUARDRAIL DELINEATOR POST | | |
0320 606.47 6.000 EA | 15.00000 90.00| 17.00000 102.00| 20.00000 120.00
SINGLE WOOD POST | | |
0330 606.79 4.000 EA | 1250.00000 5000.00| 1350.00000 5400.00| 1650.00000 6600.00
GUARDRAIL 350 FLARED TERMINAL | | |
0340 609.11 255.000 M | 75.00000 19125.00| 60.00000 15300.00| 53.00000 13515.00
VERTICAL CURB TYPE 1 | | |
0350 609.12 185.000 M | 95.00000 17575.00| 90.00000 16650.00| 65.00000 12025.00
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0360 609.234 8.000 EA | 200.00000 1600.00| 250.00000 2000.00| 110.00000 880.00
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0370 609.31 490.000 M | 17.00000 8330.00| 21.00000 10290.00| 15.00000 7350.00
CURB TYPE 3 | | |
0380 610.08 30.000 M3 | 55.00000 1650.00| 80.00000 2400.00| 45.00000 1350.00
PLAIN RIPRAP | | |
0390 610.18 60.000 M3 | 55.00000 3300.00| 60.00000 3600.00| 45.00000 2700.00
STONE DITCH PROTECTION | | |
0400 612.06 130.000 M2 | 3.56000 462.80| 4.00000 520.00| 4.00000 520.00
BITUMINOUS SEALING - BLACK | | |
0410 613.319 3530.000 M2 | 2.50000 8825.00| 2.00000 7060.00| 1.75000 6177.50
EROSION CONTROL BLANKET | | |
0420 615.07 795.000 M3 | 45.00000 35775.00| 7.00000 5565.00| 47.00000 37365.00
LOAM | | |
0430 618.1301 41.000 UN | 24.00000 984.00| 45.00000 1845.00| 56.00000 2296.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0440 618.1401 64.000 UN | 19.50000 1248.00| 40.00000 2560.00| 41.00000 2624.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0450 618.1411 55.000 UN | 36.00000 1980.00| 50.00000 2750.00| 53.00000 2915.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0460 618.25 30.000 M3 | 45.00000 1350.00| 20.00000 600.00| 100.00000 3000.00
APPLIED WATER | | |
0470 619.1201 195.000 UN | 8.00000 1560.00| 11.00000 2145.00| 9.50000 1852.50
MULCH - PLAN QUANTITY | | |
0480 620.58 280.000 M2 | 3.00000 840.00| 2.00000 560.00| 2.50000 700.00
EROSION CONTROL GEOTEXTILE | | |
0490 621.031 2.000 EA | 110.00000 220.00| 130.00000 260.00| 125.00000 250.00
EVERGREEN TREES (1200 MM - 1500 MM) | | |
GROUP A | | |
0500 621.12 6.000 EA | 175.00000 1050.00| 200.00000 1200.00| 200.00000 1200.00
SMALL DECIDUOUS TREES (1500 MM - 1800 | | |
MM) GROUP A | | |
LETTING DATE : 05/26/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/26/04
PAGE : 4
COUNTIE(S): HANCOCK TABULATION OF BIDS
CONTRACT ID : 009191.10
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000855 |( 3 ) 000036
|LANE CONSTRUCTION CORP. (TH |BRIDGECORP |H E SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0510 627.711 5030.000 M | 0.54000 2716.20| 0.60000 3018.00| 0.60000 3018.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0520 627.75 25.000 M2 | 32.28000 807.00| 38.00000 950.00| 34.00000 850.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0530 627.76 LUMP| 3000.00000 3000.00| 1200.00000 1200.00| 3200.00000 3200.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0540 629.05 50.000 HR | 23.00000 1150.00| 20.00000 1000.00| 26.00000 1300.00
HAND LABOR, STRAIGHT TIME | | |
0550 631.12 10.000 HR | 95.00000 950.00| 80.00000 800.00| 90.00000 900.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0560 631.132 20.000 HR | 70.00000 1400.00| 50.00000 1000.00| 81.00000 1620.00
SMALL BULLDOZER (INCLUDING OPERATOR) | | |
0570 631.14 10.000 HR | 95.00000 950.00| 80.00000 800.00| 149.00000 1490.00
GRADER (INCLUDING OPERATOR) | | |
0580 631.172 20.000 HR | 45.00000 900.00| 40.00000 800.00| 100.00000 2000.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0590 631.18 10.000 HR | 35.00000 350.00| 25.00000 250.00| 25.50000 255.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0600 631.20 10.000 HR | 110.00000 1100.00| 100.00000 1000.00| 54.00000 540.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0610 631.32 10.000 HR | 120.00000 1200.00| 100.00000 1000.00| 54.00000 540.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0620 637.071 LUMP| 14000.00000 14000.00| 3000.00000 3000.00| 23000.00000 23000.00
DUST CONTROL | | |
0630 639.18 1.000 EA | 8000.00000 8000.00| 4500.00000 4500.00| 17000.00000 17000.00
FIELD OFFICE TYPE A | | |
0640 639.21 LUMP| 3000.00000 3000.00| 1000.00000 1000.00| 5000.00000 5000.00
TESTING FACILITIES SOILS | | |
0650 652.38 3000.000 HR | 15.00000 45000.00| 13.65000 40950.00| 20.00000 60000.00
FLAGGER | | |
0660 652.39 LUMP| 50000.00000 50000.00| 15000.00000 15000.00| 23500.00000 23500.00
WORK ZONE TRAFFIC CONTROL | | |
0670 653.22 20.000 M2 | 22.00000 440.00| 9.00000 180.00| 9.00000 180.00
50 MM POLYSTYRENE PLASTIC INSULATION | | |
0680 656.55 20.000 M3 | 50.00000 1000.00| 40.00000 800.00| 30.00000 600.00
DUMPED STONE | | |
0690 656.75 LUMP| 40000.00000 40000.00| 10000.00000 10000.00| 55000.00000 55000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
LETTING DATE : 05/26/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/26/04
PAGE : 5
COUNTIE(S): HANCOCK TABULATION OF BIDS
CONTRACT ID : 009191.10
=========
====================================================================================================================================
|( 1 ) 000022 |( 2 ) 000855 |( 3 ) 000036
|LANE CONSTRUCTION CORP. (TH |BRIDGECORP |H E SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0700 658.20 25.000 M2 | 24.00000 600.00| 27.00000 675.00| 25.00000 625.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0710 659.10 LUMP| 120000.00000 120000.00| 292000.00000 292000.00| 80200.00000 80200.00
MOBILIZATION | | |
0720 660.21 1000.000 HR | 1.00000 1000.00| 2.00000 2000.00| 1.30000 1300.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 1,431,073.15| $ 1,531,377.50| $ 1,604,261.99
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,431,073.15| $ 1,531,377.50| $ 1,604,261.99
====================================================================================================================================
LETTING DATE : 05/26/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/26/04
PAGE : 6
COUNTIE(S): HANCOCK TABULATION OF BIDS
CONTRACT ID : 009191.10
=========
====================================================================================================================================
|( 4 ) 000010 |( ) |( )
|THOMAS DICENZO, 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 0.800 HA | 14000.00000 11200.00| |
CLEARING | | |
0020 201.23 18.000 EA | 400.00000 7200.00| |
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 18.000 EA | 250.00000 4500.00| |
REMOVING STUMP | | |
0040 203.20 21650.000 M3 | 14.00000 303100.00| |
COMMON EXCAVATION | | |
0050 203.21 1420.000 M3 | 45.00000 63900.00| |
ROCK EXCAVATION | | |
0060 203.2312 LUMP| 5000.00000 5000.00| |
HEALTH AND SAFETY PLAN | | |
0070 203.2333 50.000 MG | 200.00000 10000.00| |
DISPOSAL OF SPECIAL EXCAVATION | | |
0080 203.25 50.000 M3 | 16.00000 800.00| |
GRANULAR BORROW | | |
0090 206.061 135.000 M3 | 25.00000 3375.00| |
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0100 206.07 100.000 M3 | 140.00000 14000.00| |
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0110 304.10 15050.000 M3 | 18.00000 270900.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0120 403.207 2415.000 MG | 49.00000 118335.00| |
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0130 403.208 1730.000 MG | 49.00000 84770.00| |
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0140 403.209 120.000 MG | 115.00000 13800.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0150 403.213 1665.000 MG | 49.00000 81585.00| |
HOT MIX ASPHALT 12.5 MM, BASE | | |
0160 409.15 1900.000 L | 1.90000 3610.00| |
BITUMINOUS TACK COAT APPLIED | | |
0170 534.71 10.000 LS | 35000.00000 35000.00| |
PRECAST CONCRETE BOX CULVERT | | |
0180 603.159 45.000 M | 125.00000 5625.00| |
300 MM CULVERT PIPE OPTION III | | |
LETTING DATE : 05/26/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/26/04
PAGE : 7
COUNTIE(S): HANCOCK TABULATION OF BIDS
CONTRACT ID : 009191.10
=========
====================================================================================================================================
|( 4 ) 000010 |( ) |( )
|THOMAS DICENZO, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 603.16 150.000 M | 145.00000 21750.00| |
375 MM CULVERT PIPE OPTION I | | |
0200 603.179 18.000 M | 230.00000 4140.00| |
450 MM CULVERT PIPE OPTION III | | |
0210 603.19 12.000 M | 320.00000 3840.00| |
600 MM CULVERT PIPE OPTION I | | |
0220 603.199 26.000 M | 275.00000 7150.00| |
600 MM CULVERT PIPE OPTION III | | |
0230 603.209 20.000 M | 325.00000 6500.00| |
750 MM CULVERT PIPE OPTION III | | |
0240 603.733 7.300 M | 325.00000 2372.50| |
REMOVE AND RELAY 750 MM METAL PIPE | | |
0250 604.092 3.000 EA | 2500.00000 7500.00| |
CATCH BASIN TYPE B1-C | | |
0260 604.244 1.000 EA | 1600.00000 1600.00| |
CATCH BASIN TYPE F4 | | |
0270 605.09 370.000 M | 100.00000 37000.00| |
150 MM UNDERDRAIN TYPE B | | |
0280 605.10 20.000 M | 110.00000 2200.00| |
150 MM UNDERDRAIN OUTLET | | |
0290 605.11 140.000 M | 125.00000 17500.00| |
300 MM UNDERDRAIN TYPE C | | |
0300 606.23 121.920 M | 50.00000 6096.00| |
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0310 606.35 10.000 EA | 33.00000 330.00| |
GUARDRAIL DELINEATOR POST | | |
0320 606.47 6.000 EA | 99.00000 594.00| |
SINGLE WOOD POST | | |
0330 606.79 4.000 EA | 1400.00000 5600.00| |
GUARDRAIL 350 FLARED TERMINAL | | |
0340 609.11 255.000 M | 85.00000 21675.00| |
VERTICAL CURB TYPE 1 | | |
0350 609.12 185.000 M | 120.00000 22200.00| |
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0360 609.234 8.000 EA | 160.00000 1280.00| |
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0370 609.31 490.000 M | 20.00000 9800.00| |
CURB TYPE 3 | | |
0380 610.08 30.000 M3 | 70.00000 2100.00| |
PLAIN RIPRAP | | |
0390 610.18 60.000 M3 | 70.00000 4200.00| |
STONE DITCH PROTECTION | | |
LETTING DATE : 05/26/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/26/04
PAGE : 8
COUNTIE(S): HANCOCK TABULATION OF BIDS
CONTRACT ID : 009191.10
=========
====================================================================================================================================
|( 4 ) 000010 |( ) |( )
|THOMAS DICENZO, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0400 612.06 130.000 M2 | 4.00000 520.00| |
BITUMINOUS SEALING - BLACK | | |
0410 613.319 3530.000 M2 | 3.00000 10590.00| |
EROSION CONTROL BLANKET | | |
0420 615.07 795.000 M3 | 50.00000 39750.00| |
LOAM | | |
0430 618.1301 41.000 UN | 30.00000 1230.00| |
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0440 618.1401 64.000 UN | 25.00000 1600.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0450 618.1411 55.000 UN | 45.00000 2475.00| |
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0460 618.25 30.000 M3 | 50.00000 1500.00| |
APPLIED WATER | | |
0470 619.1201 195.000 UN | 10.00000 1950.00| |
MULCH - PLAN QUANTITY | | |
0480 620.58 280.000 M2 | 5.00000 1400.00| |
EROSION CONTROL GEOTEXTILE | | |
0490 621.031 2.000 EA | 120.00000 240.00| |
EVERGREEN TREES (1200 MM - 1500 MM) | | |
GROUP A | | |
0500 621.12 6.000 EA | 195.00000 1170.00| |
SMALL DECIDUOUS TREES (1500 MM - 1800 | | |
MM) GROUP A | | |
0510 627.711 5030.000 M | 0.60000 3018.00| |
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0520 627.75 25.000 M2 | 40.00000 1000.00| |
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0530 627.76 LUMP| 3300.00000 3300.00| |
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0540 629.05 50.000 HR | 30.00000 1500.00| |
HAND LABOR, STRAIGHT TIME | | |
0550 631.12 10.000 HR | 120.00000 1200.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0560 631.132 20.000 HR | 110.00000 2200.00| |
SMALL BULLDOZER (INCLUDING OPERATOR) | | |
0570 631.14 10.000 HR | 120.00000 1200.00| |
GRADER (INCLUDING OPERATOR) | | |
LETTING DATE : 05/26/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/26/04
PAGE : 9
COUNTIE(S): HANCOCK TABULATION OF BIDS
CONTRACT ID : 009191.10
=========
====================================================================================================================================
|( 4 ) 000010 |( ) |( )
|THOMAS DICENZO, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0580 631.172 20.000 HR | 50.00000 1000.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0590 631.18 10.000 HR | 40.00000 400.00| |
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0600 631.20 10.000 HR | 120.00000 1200.00| |
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0610 631.32 10.000 HR | 150.00000 1500.00| |
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0620 637.071 LUMP| 12000.00000 12000.00| |
DUST CONTROL | | |
0630 639.18 1.000 EA | 10000.00000 10000.00| |
FIELD OFFICE TYPE A | | |
0640 639.21 LUMP| 5000.00000 5000.00| |
TESTING FACILITIES SOILS | | |
0650 652.38 3000.000 HR | 15.50000 46500.00| |
FLAGGER | | |
0660 652.39 LUMP| 40000.00000 40000.00| |
WORK ZONE TRAFFIC CONTROL | | |
0670 653.22 20.000 M2 | 50.00000 1000.00| |
50 MM POLYSTYRENE PLASTIC INSULATION | | |
0680 656.55 20.000 M3 | 60.00000 1200.00| |
DUMPED STONE | | |
0690 656.75 LUMP| 55000.00000 55000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0700 658.20 25.000 M2 | 50.00000 1250.00| |
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0710 659.10 LUMP| 145000.00000 145000.00| |
MOBILIZATION | | |
0720 660.21 1000.000 HR | 1.00000 1000.00| |
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 1,620,020.50| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,620,020.50| $ 0.00| $
====================================================================================================================================