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LETTING DATE : 07/21/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/21/04
PAGE : 1
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 010216.00 COMPLETION DATE : 10/15/05
=========
PROJECT(S): STP-1021(600)X LOCATION(S): PARIS-BUCKFIELD MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : PARIS-BUCKFIELD, CHIP NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 001094 K & K EXCAVATION, INC. $ 5,268,649.50 100.0000%
2 000855 BRIDGECORP $ 6,782,501.00 128.7332%
3 000164 C P M CONSTRUCTORS $ 6,790,012.25 128.8758%
4 000036 H E SARGENT, INC. $ 6,811,177.00 129.2775%
====================================================================================================================================
|( 1 ) 001094 |( 2 ) 000855 |( 3 ) 000164
|K & K EXCAVATION, INC. |BRIDGECORP |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 201.23 8.000 EA | 250.00000 2000.00| 500.00000 4000.00| 1500.00000 12000.00
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 8.000 EA | 250.00000 2000.00| 240.00000 1920.00| 500.00000 4000.00
REMOVING STUMP | | |
0030 202.203 225.000 M2 | 15.00000 3375.00| 25.00000 5625.00| 25.00000 5625.00
PAVEMENT BUTT JOINTS | | |
0040 203.2001 43637.000 M3 | 8.00000 349096.00| 6.50000 283640.50| 12.00000 523644.00
COMMON EXCAVATION - PLAN QUANTITY | | |
0050 203.21 2150.000 M3 | 38.00000 81700.00| 95.00000 204250.00| 55.00000 118250.00
ROCK EXCAVATION | | |
0060 205.51 5544.000 M2 | 23.00000 127512.00| 13.00000 72072.00| 12.00000 66528.00
WIDENING OF EXISTING SHOULDER | | |
0070 206.061 50.000 M3 | 200.00000 10000.00| 39.00000 1950.00| 50.00000 2500.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0080 206.07 50.000 M3 | 200.00000 10000.00| 250.00000 12500.00| 150.00000 7500.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0090 211.20 7280.000 M | 7.50000 54600.00| 10.00000 72800.00| 7.00000 50960.00
INSLOPE EXCAVATION | | |
0100 211.30 5718.000 M | 13.00000 74334.00| 10.00000 57180.00| 8.00000 45744.00
DITCH EXCAVATION | | |
LETTING DATE : 07/21/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/21/04
PAGE : 2
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 010216.00
=========
====================================================================================================================================
|( 1 ) 001094 |( 2 ) 000855 |( 3 ) 000164
|K & K EXCAVATION, INC. |BRIDGECORP |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 211.40 5202.000 M | 30.00000 156060.00| 56.00000 291312.00| 20.00000 104040.00
NEW DITCH EXCAVATION | | |
0120 304.104 42342.000 M3 | 8.00000 338736.00| 23.00000 973866.00| 23.00000 973866.00
AGGREGATE SUBBASE COURSE - GRAVEL (PLAN | | |
QUANTITY) | | |
0130 310.24 133605.000 M2 | 7.85000 1048799.25| 9.10000 1215805.50| 10.00000 1336050.00
PLANT MIX RECYCLED ASPHALT PAVEMENT - | | |
100 MM DEPTH | | |
0140 403.209 565.000 MG | 105.00000 59325.00| 125.00000 70625.00| 104.75000 59183.75
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0150 403.210 9910.000 MG | 49.00000 485590.00| 48.75000 483112.50| 48.75000 483112.50
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0160 403.213 14870.000 MG | 48.00000 713760.00| 47.25000 702607.50| 47.25000 702607.50
HOT MIX ASPHALT 12.5 MM, BASE | | |
0170 409.15 22000.000 L | 1.00000 22000.00| 1.00000 22000.00| 0.90000 19800.00
BITUMINOUS TACK COAT APPLIED | | |
0180 411.10 400.000 M3 | 40.00000 16000.00| 36.00000 14400.00| 70.00000 28000.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0190 534.71 1.000 LS | 35000.00000 35000.00| 78000.00000 78000.00| 35000.00000 35000.00
PRECAST CONCRETE BOX CULVERT | | |
0200 601.22 20.000 M3 | 300.00000 6000.00| 300.00000 6000.00| 450.00000 9000.00
GABIONS, PVC COATED | | |
0210 603.16 544.000 M | 75.00000 40800.00| 82.00000 44608.00| 65.00000 35360.00
375 MM CULVERT PIPE OPTION I | | |
0220 603.169 50.000 M | 120.00000 6000.00| 280.00000 14000.00| 275.00000 13750.00
375 MM CULVERT PIPE OPTION III | | |
0230 603.17 202.000 M | 100.00000 20200.00| 92.00000 18584.00| 130.00000 26260.00
450 MM CULVERT PIPE OPTION I | | |
0240 603.179 610.000 M | 130.00000 79300.00| 262.00000 159820.00| 300.00000 183000.00
450 MM CULVERT PIPE OPTION III | | |
0250 603.199 300.000 M | 145.00000 43500.00| 285.00000 85500.00| 325.00000 97500.00
600 MM CULVERT PIPE OPTION III | | |
0260 603.205 95.000 M | 400.00000 38000.00| 350.00000 33250.00| 400.00000 38000.00
750 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0270 603.215 134.300 M | 450.00000 60435.00| 360.00000 48348.00| 425.00000 57077.50
900 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0280 603.219 11.600 M | 350.00000 4060.00| 335.00000 3886.00| 800.00000 9280.00
900 MM CULVERT PIPE OPTION III | | |
LETTING DATE : 07/21/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/21/04
PAGE : 3
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 010216.00
=========
====================================================================================================================================
|( 1 ) 001094 |( 2 ) 000855 |( 3 ) 000164
|K & K EXCAVATION, INC. |BRIDGECORP |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 603.235 61.000 M | 520.00000 31720.00| 540.00000 32940.00| 500.00000 30500.00
1200 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0300 603.239 13.800 M | 450.00000 6210.00| 400.00000 5520.00| 725.00000 10005.00
1200 MM CULVERT PIPE OPTION III | | |
0310 604.092 13.000 EA | 1200.00000 15600.00| 2275.00000 29575.00| 2500.00000 32500.00
CATCH BASIN TYPE B1-C | | |
0320 604.18 1.000 EA | 400.00000 400.00| 600.00000 600.00| 350.00000 350.00
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0330 604.182 1.000 EA | 400.00000 400.00| 400.00000 400.00| 300.00000 300.00
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0340 604.245 2.000 EA | 1200.00000 2400.00| 1600.00000 3200.00| 1500.00000 3000.00
CATCH BASIN TYPE F4-C | | |
0350 605.09 591.000 M | 45.00000 26595.00| 85.00000 50235.00| 70.00000 41370.00
150 MM UNDERDRAIN TYPE B | | |
0360 605.101 12.000 M | 100.00000 1200.00| 95.00000 1140.00| 70.00000 840.00
100MM UNDERDRAIN OUTLET | | |
0370 605.11 300.000 M | 70.00000 21000.00| 115.00000 34500.00| 95.00000 28500.00
300 MM UNDERDRAIN TYPE C | | |
0380 605.12 159.000 M | 100.00000 15900.00| 115.00000 18285.00| 100.00000 15900.00
375 MM UNDERDRAIN TYPE C | | |
0390 605.13 115.000 M | 115.00000 13225.00| 130.00000 14950.00| 105.00000 12075.00
450 MM UNDERDRAIN TYPE C | | |
0400 606.178 38.000 M | 25.00000 950.00| 25.00000 950.00| 25.00000 950.00
GUARDRAIL BEAM | | |
0410 606.23 1017.000 M | 48.00000 48816.00| 47.00000 47799.00| 47.00000 47799.00
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0420 606.232 69.000 M | 50.00000 3450.00| 50.00000 3450.00| 50.00000 3450.00
GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS | | |
0430 606.265 9.000 EA | 60.00000 540.00| 60.00000 540.00| 65.00000 585.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0440 606.35 90.000 EA | 40.00000 3600.00| 26.00000 2340.00| 30.00000 2700.00
GUARDRAIL DELINEATOR POST | | |
0450 606.47 20.000 EA | 50.00000 1000.00| 35.00000 700.00| 40.00000 800.00
SINGLE WOOD POST | | |
0460 606.51 2.000 EA | 320.00000 640.00| 250.00000 500.00| 350.00000 700.00
MULTIPLE MAILBOX SUPPORT | | |
0470 606.754 12.000 EA | 1000.00000 12000.00| 950.00000 11400.00| 900.00000 10800.00
WIDEN SHOULDER FOR 350 END TREATMENT | | |
LETTING DATE : 07/21/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/21/04
PAGE : 4
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 010216.00
=========
====================================================================================================================================
|( 1 ) 001094 |( 2 ) 000855 |( 3 ) 000164
|K & K EXCAVATION, INC. |BRIDGECORP |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0480 606.79 12.000 EA | 1900.00000 22800.00| 1900.00000 22800.00| 2250.00000 27000.00
GUARDRAIL 350 FLARED TERMINAL | | |
0490 609.237 2.000 EA | 270.00000 540.00| 450.00000 900.00| 350.00000 700.00
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0500 609.31 1335.000 M | 12.00000 16020.00| 16.00000 21360.00| 20.00000 26700.00
CURB TYPE 3 | | |
0510 610.08 800.000 M3 | 45.00000 36000.00| 80.00000 64000.00| 50.00000 40000.00
PLAIN RIPRAP | | |
0520 610.18 1770.000 M3 | 36.00000 63720.00| 40.00000 70800.00| 60.00000 106200.00
STONE DITCH PROTECTION | | |
0530 613.319 18000.000 M2 | 1.50000 27000.00| 2.00000 36000.00| 1.50000 27000.00
EROSION CONTROL BLANKET | | |
0540 615.07 300.000 M3 | 27.00000 8100.00| 77.00000 23100.00| 60.00000 18000.00
LOAM | | |
0550 617.381 100.000 M3 | 45.00000 4500.00| 65.00000 6500.00| 70.00000 7000.00
EROSION CONTROL MIX | | |
0560 618.1401 1185.000 UN | 16.00000 18960.00| 16.00000 18960.00| 15.00000 17775.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0570 619.1201 1185.000 UN | 7.25000 8591.25| 8.00000 9480.00| 10.00000 11850.00
MULCH - PLAN QUANTITY | | |
0580 620.58 7500.000 M2 | 4.50000 33750.00| 2.50000 18750.00| 2.00000 15000.00
EROSION CONTROL GEOTEXTILE | | |
0590 621.037 5.000 EA | 185.00000 925.00| 200.00000 1000.00| 225.00000 1125.00
EVERGREEN TREES (1500 MM - 1800 MM) | | |
GROUP A | | |
0600 621.262 5.000 EA | 170.00000 850.00| 180.00000 900.00| 350.00000 1750.00
LARGE DECIDUOUS TREES (3000 MM - 3600 | | |
MM) GROUP B | | |
0610 621.54 5.000 EA | 40.00000 200.00| 45.00000 225.00| 55.00000 275.00
DECIDUOUS SHRUBS (450 MM - 600 MM) | | |
GROUP A | | |
0620 627.75 25.000 M2 | 35.00000 875.00| 30.00000 750.00| 35.00000 875.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0630 627.76 LUMP| 20000.00000 20000.00| 7000.00000 7000.00| 10500.00000 10500.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0640 629.05 40.000 HR | 26.00000 1040.00| 30.00000 1200.00| 35.00000 1400.00
HAND LABOR, STRAIGHT TIME | | |
0650 631.10 20.000 HR | 40.00000 800.00| 20.00000 400.00| 35.00000 700.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
LETTING DATE : 07/21/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/21/04
PAGE : 5
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 010216.00
=========
====================================================================================================================================
|( 1 ) 001094 |( 2 ) 000855 |( 3 ) 000164
|K & K EXCAVATION, INC. |BRIDGECORP |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0660 631.11 20.000 HR | 35.00000 700.00| 10.00000 200.00| 25.00000 500.00
AIR TOOL (INCLUDING OPERATOR) | | |
0670 631.12 100.000 HR | 90.00000 9000.00| 100.00000 10000.00| 100.00000 10000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0680 631.122 20.000 HR | 70.00000 1400.00| 90.00000 1800.00| 80.00000 1600.00
MINI ALL-PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0690 631.14 20.000 HR | 90.00000 1800.00| 120.00000 2400.00| 125.00000 2500.00
GRADER (INCLUDING OPERATOR) | | |
0700 631.172 200.000 HR | 47.00000 9400.00| 55.00000 11000.00| 45.00000 9000.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0710 631.18 20.000 HR | 35.00000 700.00| 27.00000 540.00| 45.00000 900.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0720 631.32 20.000 HR | 150.00000 3000.00| 80.00000 1600.00| 350.00000 7000.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0730 639.19 1.000 EA | 10000.00000 10000.00| 4000.00000 4000.00| 15000.00000 15000.00
FIELD OFFICE TYPE B | | |
0740 652.33 150.000 EA | 50.00000 7500.00| 65.00000 9750.00| 55.00000 8250.00
DRUM | | |
0750 652.34 200.000 EA | 19.00000 3800.00| 18.00000 3600.00| 15.00000 3000.00
CONE | | |
0760 652.35 135.000 M2 | 95.00000 12825.00| 110.00000 14850.00| 70.00000 9450.00
CONSTRUCTION SIGNS | | |
0770 652.36 280.000 CD | 50.00000 14000.00| 900.00000 252000.00| 150.00000 42000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0780 652.38 20500.000 HR | 14.25000 292125.00| 10.00000 205000.00| 17.00000 348500.00
FLAGGER | | |
0790 653.20 350.000 M2 | 22.00000 7700.00| 30.00000 10500.00| 25.00000 8750.00
25 MM POLYSTYRENE PLASTIC INSULATION | | |
0800 656.75 LUMP| 10000.00000 10000.00| 63000.00000 63000.00| 65000.00000 65000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0810 659.10 LUMP| 517000.00000 517000.00| 640000.00000 640000.00| 650000.00000 650000.00
MOBILIZATION | | |
0820 660.21 2000.000 HR | 2.50000 5000.00| 2.00000 4000.00| 0.10000 200.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 5,264,449.50| $ 6,779,051.00| $ 6,786,262.25
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 UTILITY ITEMS
| | |
LETTING DATE : 07/21/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/21/04
PAGE : 6
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 010216.00
=========
====================================================================================================================================
|( 1 ) 001094 |( 2 ) 000855 |( 3 ) 000164
|K & K EXCAVATION, INC. |BRIDGECORP |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0830 812.162 5.000 EA | 400.00000 2000.00| 325.00000 1625.00| 500.00000 2500.00
ADJUST SEWER MANHOLE TO GRADE | | |
0840 812.164 1.000 EA | 1800.00000 1800.00| 925.00000 925.00| 750.00000 750.00
REBUILDING SEWER MANHOLE | | |
0850 823.332 4.000 EA | 100.00000 400.00| 225.00000 900.00| 125.00000 500.00
GATE VALVE BOX, ADJUST TO GRADE | | |
SECTION TOTALS | $ 4,200.00| $ 3,450.00| $ 3,750.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 5,268,649.50| $ 6,782,501.00| $ 6,790,012.25
====================================================================================================================================
LETTING DATE : 07/21/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/21/04
PAGE : 7
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 010216.00
=========
====================================================================================================================================
|( 4 ) 000036 |( ) |( )
|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 201.23 8.000 EA | 540.00000 4320.00| |
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 8.000 EA | 250.00000 2000.00| |
REMOVING STUMP | | |
0030 202.203 225.000 M2 | 13.00000 2925.00| |
PAVEMENT BUTT JOINTS | | |
0040 203.2001 43637.000 M3 | 15.00000 654555.00| |
COMMON EXCAVATION - PLAN QUANTITY | | |
0050 203.21 2150.000 M3 | 38.00000 81700.00| |
ROCK EXCAVATION | | |
0060 205.51 5544.000 M2 | 5.50000 30492.00| |
WIDENING OF EXISTING SHOULDER | | |
0070 206.061 50.000 M3 | 18.00000 900.00| |
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0080 206.07 50.000 M3 | 105.00000 5250.00| |
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0090 211.20 7280.000 M | 20.00000 145600.00| |
INSLOPE EXCAVATION | | |
0100 211.30 5718.000 M | 31.50000 180117.00| |
DITCH EXCAVATION | | |
0110 211.40 5202.000 M | 31.50000 163863.00| |
NEW DITCH EXCAVATION | | |
0120 304.104 42342.000 M3 | 21.00000 889182.00| |
AGGREGATE SUBBASE COURSE - GRAVEL (PLAN | | |
QUANTITY) | | |
0130 310.24 133605.000 M2 | 9.20000 1229166.00| |
PLANT MIX RECYCLED ASPHALT PAVEMENT - | | |
100 MM DEPTH | | |
0140 403.209 565.000 MG | 105.00000 59325.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0150 403.210 9910.000 MG | 49.00000 485590.00| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0160 403.213 14870.000 MG | 47.50000 706325.00| |
HOT MIX ASPHALT 12.5 MM, BASE | | |
0170 409.15 22000.000 L | 1.00000 22000.00| |
BITUMINOUS TACK COAT APPLIED | | |
LETTING DATE : 07/21/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/21/04
PAGE : 8
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 010216.00
=========
====================================================================================================================================
|( 4 ) 000036 |( ) |( )
|H E SARGENT, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 411.10 400.000 M3 | 28.50000 11400.00| |
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0190 534.71 1.000 LS | 50000.00000 50000.00| |
PRECAST CONCRETE BOX CULVERT | | |
0200 601.22 20.000 M3 | 250.00000 5000.00| |
GABIONS, PVC COATED | | |
0210 603.16 544.000 M | 120.00000 65280.00| |
375 MM CULVERT PIPE OPTION I | | |
0220 603.169 50.000 M | 125.00000 6250.00| |
375 MM CULVERT PIPE OPTION III | | |
0230 603.17 202.000 M | 150.00000 30300.00| |
450 MM CULVERT PIPE OPTION I | | |
0240 603.179 610.000 M | 150.00000 91500.00| |
450 MM CULVERT PIPE OPTION III | | |
0250 603.199 300.000 M | 200.00000 60000.00| |
600 MM CULVERT PIPE OPTION III | | |
0260 603.205 95.000 M | 250.00000 23750.00| |
750 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0270 603.215 134.300 M | 300.00000 40290.00| |
900 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0280 603.219 11.600 M | 350.00000 4060.00| |
900 MM CULVERT PIPE OPTION III | | |
0290 603.235 61.000 M | 400.00000 24400.00| |
1200 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0300 603.239 13.800 M | 425.00000 5865.00| |
1200 MM CULVERT PIPE OPTION III | | |
0310 604.092 13.000 EA | 2200.00000 28600.00| |
CATCH BASIN TYPE B1-C | | |
0320 604.18 1.000 EA | 300.00000 300.00| |
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0330 604.182 1.000 EA | 610.00000 610.00| |
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0340 604.245 2.000 EA | 1005.00000 2010.00| |
CATCH BASIN TYPE F4-C | | |
0350 605.09 591.000 M | 67.00000 39597.00| |
150 MM UNDERDRAIN TYPE B | | |
LETTING DATE : 07/21/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/21/04
PAGE : 9
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 010216.00
=========
====================================================================================================================================
|( 4 ) 000036 |( ) |( )
|H E SARGENT, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0360 605.101 12.000 M | 93.00000 1116.00| |
100MM UNDERDRAIN OUTLET | | |
0370 605.11 300.000 M | 107.00000 32100.00| |
300 MM UNDERDRAIN TYPE C | | |
0380 605.12 159.000 M | 116.00000 18444.00| |
375 MM UNDERDRAIN TYPE C | | |
0390 605.13 115.000 M | 125.00000 14375.00| |
450 MM UNDERDRAIN TYPE C | | |
0400 606.178 38.000 M | 41.00000 1558.00| |
GUARDRAIL BEAM | | |
0410 606.23 1017.000 M | 52.00000 52884.00| |
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0420 606.232 69.000 M | 62.00000 4278.00| |
GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS | | |
0430 606.265 9.000 EA | 29.00000 261.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0440 606.35 90.000 EA | 29.00000 2610.00| |
GUARDRAIL DELINEATOR POST | | |
0450 606.47 20.000 EA | 41.00000 820.00| |
SINGLE WOOD POST | | |
0460 606.51 2.000 EA | 300.00000 600.00| |
MULTIPLE MAILBOX SUPPORT | | |
0470 606.754 12.000 EA | 650.00000 7800.00| |
WIDEN SHOULDER FOR 350 END TREATMENT | | |
0480 606.79 12.000 EA | 1965.00000 23580.00| |
GUARDRAIL 350 FLARED TERMINAL | | |
0490 609.237 2.000 EA | 175.00000 350.00| |
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0500 609.31 1335.000 M | 11.20000 14952.00| |
CURB TYPE 3 | | |
0510 610.08 800.000 M3 | 54.00000 43200.00| |
PLAIN RIPRAP | | |
0520 610.18 1770.000 M3 | 45.00000 79650.00| |
STONE DITCH PROTECTION | | |
0530 613.319 18000.000 M2 | 2.15000 38700.00| |
EROSION CONTROL BLANKET | | |
0540 615.07 300.000 M3 | 34.00000 10200.00| |
LOAM | | |
0550 617.381 100.000 M3 | 55.00000 5500.00| |
EROSION CONTROL MIX | | |
LETTING DATE : 07/21/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/21/04
PAGE : 10
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 010216.00
=========
====================================================================================================================================
|( 4 ) 000036 |( ) |( )
|H E SARGENT, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0560 618.1401 1185.000 UN | 12.20000 14457.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0570 619.1201 1185.000 UN | 6.00000 7110.00| |
MULCH - PLAN QUANTITY | | |
0580 620.58 7500.000 M2 | 2.00000 15000.00| |
EROSION CONTROL GEOTEXTILE | | |
0590 621.037 5.000 EA | 200.00000 1000.00| |
EVERGREEN TREES (1500 MM - 1800 MM) | | |
GROUP A | | |
0600 621.262 5.000 EA | 200.00000 1000.00| |
LARGE DECIDUOUS TREES (3000 MM - 3600 | | |
MM) GROUP B | | |
0610 621.54 5.000 EA | 42.00000 210.00| |
DECIDUOUS SHRUBS (450 MM - 600 MM) | | |
GROUP A | | |
0620 627.75 25.000 M2 | 32.40000 810.00| |
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0630 627.76 LUMP| 20000.00000 20000.00| |
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0640 629.05 40.000 HR | 20.50000 820.00| |
HAND LABOR, STRAIGHT TIME | | |
0650 631.10 20.000 HR | 60.00000 1200.00| |
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0660 631.11 20.000 HR | 60.00000 1200.00| |
AIR TOOL (INCLUDING OPERATOR) | | |
0670 631.12 100.000 HR | 100.00000 10000.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0680 631.122 20.000 HR | 75.00000 1500.00| |
MINI ALL-PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0690 631.14 20.000 HR | 150.00000 3000.00| |
GRADER (INCLUDING OPERATOR) | | |
0700 631.172 200.000 HR | 105.00000 21000.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0710 631.18 20.000 HR | 50.00000 1000.00| |
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0720 631.32 20.000 HR | 200.00000 4000.00| |
CULVERT CLEANER (INCLUDING OPERATOR) | | |
LETTING DATE : 07/21/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/21/04
PAGE : 11
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 010216.00
=========
====================================================================================================================================
|( 4 ) 000036 |( ) |( )
|H E SARGENT, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0730 639.19 1.000 EA | 25000.00000 25000.00| |
FIELD OFFICE TYPE B | | |
0740 652.33 150.000 EA | 50.00000 7500.00| |
DRUM | | |
0750 652.34 200.000 EA | 18.00000 3600.00| |
CONE | | |
0760 652.35 135.000 M2 | 130.00000 17550.00| |
CONSTRUCTION SIGNS | | |
0770 652.36 280.000 CD | 550.00000 154000.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0780 652.38 20500.000 HR | 13.30000 272650.00| |
FLAGGER | | |
0790 653.20 350.000 M2 | 9.60000 3360.00| |
25 MM POLYSTYRENE PLASTIC INSULATION | | |
0800 656.75 LUMP| 87000.00000 87000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0810 659.10 LUMP| 625460.00000 625460.00| |
MOBILIZATION | | |
0820 660.21 2000.000 HR | 1.00000 2000.00| |
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 6,806,927.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 UTILITY ITEMS
| | |
0830 812.162 5.000 EA | 425.00000 2125.00| |
ADJUST SEWER MANHOLE TO GRADE | | |
0840 812.164 1.000 EA | 425.00000 425.00| |
REBUILDING SEWER MANHOLE | | |
0850 823.332 4.000 EA | 425.00000 1700.00| |
GATE VALVE BOX, ADJUST TO GRADE | | |
SECTION TOTALS | $ 4,250.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 6,811,177.00| $ 0.00| $
====================================================================================================================================