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LETTING DATE : 02/23/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 1
LOCATION : BRUNSWICK TABULATION OF BIDS
CONTRACT ID : 007565.00
=========
COMPLETION DATE : 11/15/00
PROJECT(S): BR-7565(00)X COUNTIE(S) : CUMBERLAND MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : BRIDGE REPLACEMENT ATTEST : _______________________________
NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000032 REED & REED, INC. $ 1,546,884.10 100.0000%
2 000164 C P M CONSTRUCTORS $ 1,561,546.40 100.9479%
3 000063 WYMAN & SIMPSON, INC. $ 1,642,641.50 106.1903%
4 001175 KEELEY CONSTRUCTION, CO., INC. $ 1,657,292.00 107.1374%
5 000416 T BUCK CONSTRUCTION INC. $ 1,685,806.90 108.9808%
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( 3 ) 000063
|REED & REED INC. |C P M CONSTRUCTORS |WYMAN & SIMPSON, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS & APPROACHES
| | |
0010 107.27 LUMP| 5000.00000 5000.00| 7500.00000 7500.00| 15000.00000 15000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 202.15 3.000 EA | 315.00000 945.00| 175.00000 525.00| 600.00000 1800.00
REMOVING MANHOLE OR CATCH BASIN | | |
0030 202.19 1.000 LS | 175000.00000 175000.00| 125000.00000 125000.00| 150000.00000 150000.00
REMOVING EXISTING BRIDGE | | |
0040 202.203 280.000 M2 | 15.00000 4200.00| 13.00000 3640.00| 15.00000 4200.00
PAVEMENT BUTT JOINTS | | |
0050 203.20 1305.000 M3 | 9.00000 11745.00| 9.00000 11745.00| 8.00000 10440.00
COMMON EXCAVATION | | |
0060 203.24 72.000 M3 | 12.00000 864.00| 11.00000 792.00| 11.00000 792.00
COMMON BORROW | | |
0070 203.25 1250.000 M3 | 14.00000 17500.00| 14.00000 17500.00| 16.60000 20750.00
GRANULAR BORROW | | |
0080 206.061 25.000 M3 | 20.00000 500.00| 40.00000 1000.00| 35.00000 875.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0090 206.082 1250.000 M3 | 14.00000 17500.00| 26.00000 32500.00| 22.00000 27500.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
LETTING DATE : 02/23/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 2
LOCATION : BRUNSWICK TABULATION OF BIDS
CONTRACT ID : 007565.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( 3 ) 000063
|REED & REED INC. |C P M CONSTRUCTORS |WYMAN & SIMPSON, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 304.10 1265.000 M3 | 15.00000 18975.00| 19.00000 24035.00| 17.60000 22264.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0110 403.207 228.000 MG | 55.55000 12665.40| 60.00000 13680.00| 60.00000 13680.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0120 403.208 156.000 MG | 60.50000 9438.00| 65.00000 10140.00| 65.00000 10140.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0130 403.209 55.000 MG | 97.00000 5335.00| 100.00000 5500.00| 104.00000 5720.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0140 403.210 87.000 MG | 88.00000 7656.00| 90.00000 7830.00| 95.00000 8265.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0150 409.15 85.000 L | 2.50000 212.50| 2.50000 212.50| 3.00000 255.00
BITUMINOUS TACK COAT APPLIED | | |
0160 501.231 5.000 EA | 2500.00000 12500.00| 2000.00000 10000.00| 3300.00000 16500.00
DYNAMIC LOADING TEST | | |
0170 501.253 1.000 LS | 15000.00000 15000.00| 30000.00000 30000.00| 25000.00000 25000.00
PILE PROTECTIVE COATING | | |
0180 501.50 760.000 M | 105.00000 79800.00| 110.00000 83600.00| 210.00000 159600.00
STEEL H-BEAM PILES 132 KG/M, DELIVERED | | |
0190 501.501 760.000 M | 27.00000 20520.00| 15.00000 11400.00| 52.00000 39520.00
STEEL H-BEAM PILES 132 KG/M, IN PLACE | | |
0200 501.70 180.000 M | 300.00000 54000.00| 300.00000 54000.00| 460.00000 82800.00
STEEL PIPE PILES, DELIVERED | | |
0210 501.701 180.000 M | 150.00000 27000.00| 175.00000 31500.00| 110.00000 19800.00
STEEL PIPE PILES, IN PLACE | | |
0220 501.90 78.000 EA | 225.00000 17550.00| 110.00000 8580.00| 70.00000 5460.00
PILE TIPS | | |
0230 501.91 78.000 EA | 100.00000 7800.00| 1.00000 78.00| 20.00000 1560.00
PILE SPLICES | | |
0240 501.92 LUMP| 5000.00000 5000.00| 30000.00000 30000.00| 10000.00000 10000.00
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0250 502.219 510.000 LS | 220000.00000 220000.00| 220000.00000 220000.00| 215000.00000 215000.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0260 502.239 44.000 LS | 65000.00000 65000.00| 50000.00000 50000.00| 65000.00000 65000.00
STRUCTURAL CONCRETE PIERS | | |
0270 502.25 53.000 LS | 30000.00000 30000.00| 25000.00000 25000.00| 34000.00000 34000.00
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0280 502.31 15.000 LS | 5000.00000 5000.00| 4000.00000 4000.00| 6000.00000 6000.00
STRUCTURAL CONCRETE APPROACH SLABS | | |
0290 502.49 68.000 LS | 45000.00000 45000.00| 25000.00000 25000.00| 33000.00000 33000.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
LETTING DATE : 02/23/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 3
LOCATION : BRUNSWICK TABULATION OF BIDS
CONTRACT ID : 007565.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( 3 ) 000063
|REED & REED INC. |C P M CONSTRUCTORS |WYMAN & SIMPSON, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 503.12 38600.000 KG | 1.00000 38600.00| 0.60000 23160.00| 0.70000 27020.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0310 503.13 38600.000 KG | 0.32000 12352.00| 0.50000 19300.00| 0.40000 15440.00
REINFORCING STEEL, PLACING | | |
0320 508.13 470.000 LS | 3500.00000 3500.00| 5000.00000 5000.00| 4000.00000 4000.00
MEMBRANE WATERPROOFING | | |
0330 512.081 58.000 LS | 1450.00000 1450.00| 3500.00000 3500.00| 3200.00000 3200.00
FRENCH DRAINS | | |
0340 514.06 1.000 EA | 1500.00000 1500.00| 750.00000 750.00| 700.00000 700.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0350 515.21 380.000 LS | 1000.00000 1000.00| 750.00000 750.00| 5000.00000 5000.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0360 526.301 15.000 LS | 1500.00000 1500.00| 1000.00000 1000.00| 1500.00000 1500.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0370 528.9102 116.000 LS | 70000.00000 70000.00| 70000.00000 70000.00| 65000.00000 65000.00
LAMINATED TIMBER BRIDGE RAIL | | |
0380 535.60 350.000 LS | 300000.00000 300000.00| 285000.00000 285000.00| 270000.00000 270000.00
PRESTRESSED STRUCTURAL CONCRETE SLAB | | |
0390 603.159 37.000 M | 85.00000 3145.00| 160.00000 5920.00| 70.00000 2590.00
300 MM CULVERT PIPE OPTION III | | |
0400 604.072 8.000 EA | 1350.00000 10800.00| 1600.00000 12800.00| 1500.00000 12000.00
CATCH BASIN TYPE A1-C | | |
0410 604.164 3.000 EA | 750.00000 2250.00| 525.00000 1575.00| 600.00000 1800.00
REBUILDING CATCH BASIN | | |
0420 604.18 1.000 EA | 275.00000 275.00| 300.00000 300.00| 390.00000 390.00
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0430 604.182 5.000 EA | 165.00000 825.00| 125.00000 625.00| 250.00000 1250.00
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0440 604.242 1.000 EA | 950.00000 950.00| 900.00000 900.00| 1050.00000 1050.00
CATCH BASIN TYPE F3 | | |
0450 605.10 3.000 M | 50.00000 150.00| 70.00000 210.00| 40.00000 120.00
150 MM UNDERDRAIN OUTLET | | |
0460 605.11 153.000 M | 63.00000 9639.00| 80.00000 12240.00| 49.00000 7497.00
300 MM UNDERDRAIN TYPE C | | |
0470 606.35 4.000 EA | 25.00000 100.00| 30.00000 120.00| 27.00000 108.00
GUARDRAIL DELINEATOR POST | | |
0480 606.612 96.000 M | 310.00000 29760.00| 375.00000 36000.00| 320.00000 30720.00
STEEL BACKED TIMBER GUARDRAIL | | |
0490 606.613 4.000 EA | 4000.00000 16000.00| 5000.00000 20000.00| 4200.00000 16800.00
TIMBER BRIDGE TRANSITION | | |
LETTING DATE : 02/23/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 4
LOCATION : BRUNSWICK TABULATION OF BIDS
CONTRACT ID : 007565.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( 3 ) 000063
|REED & REED INC. |C P M CONSTRUCTORS |WYMAN & SIMPSON, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 609.11 237.000 M | 60.00000 14220.00| 65.00000 15405.00| 64.00000 15168.00
VERTICAL CURB TYPE 1 | | |
0510 609.12 61.000 M | 80.00000 4880.00| 85.00000 5185.00| 90.00000 5490.00
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0520 609.234 8.000 EA | 100.00000 800.00| 100.00000 800.00| 160.00000 1280.00
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0530 609.237 6.000 EA | 150.00000 900.00| 185.00000 1110.00| 190.00000 1140.00
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0540 610.09 3.000 M3 | 100.00000 300.00| 375.00000 1125.00| 200.00000 600.00
HAND LAID RIPRAP | | |
0550 613.319 200.000 M2 | 3.00000 600.00| 5.00000 1000.00| 2.00000 400.00
TEMPORARY EROSION CONTROL BLANKET | | |
0560 615.07 112.000 M3 | 25.00000 2800.00| 40.00000 4480.00| 21.00000 2352.00
LOAM | | |
0570 618.13 10.000 UN | 40.00000 400.00| 40.00000 400.00| 45.00000 450.00
SEEDING METHOD NUMBER 1 | | |
0580 618.141 4.500 UN | 50.00000 225.00| 50.00000 225.00| 54.00000 243.00
SEEDING METHOD NUMBER 3 | | |
0590 619.12 18.500 UN | 22.00000 407.00| 22.00000 407.00| 24.00000 444.00
MULCH | | |
0600 621.037 6.000 EA | 130.00000 780.00| 130.00000 780.00| 140.00000 840.00
EVERGREEN TREES (1500 MM - 1800 MM) | | |
GROUP A | | |
0610 621.202 2.000 EA | 299.00000 598.00| 299.00000 598.00| 320.00000 640.00
MEDIUM DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP B | | |
0620 621.273 7.000 EA | 299.00000 2093.00| 299.00000 2093.00| 320.00000 2240.00
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0630 621.403 17.000 EA | 40.00000 680.00| 40.00000 680.00| 43.00000 731.00
DWARF EVERGREENS (600 MM - 750 MM) | | |
GROUP C | | |
0640 621.546 55.000 EA | 30.00000 1650.00| 30.00000 1650.00| 32.00000 1760.00
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP A | | |
0650 627.71 535.000 M | 0.66000 353.10| 0.66000 353.10| 0.80000 428.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0660 627.73 580.000 M | 0.66000 382.80| 0.66000 382.80| 0.80000 464.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0670 627.75 100.000 M2 | 13.45000 1345.00| 13.45000 1345.00| 14.50000 1450.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
LETTING DATE : 02/23/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 5
LOCATION : BRUNSWICK TABULATION OF BIDS
CONTRACT ID : 007565.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( 3 ) 000063
|REED & REED INC. |C P M CONSTRUCTORS |WYMAN & SIMPSON, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0680 627.78 210.000 M | 0.98000 205.80| 1.00000 210.00| 1.05000 220.50
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0690 629.05 25.000 MH | 25.00000 625.00| 25.00000 625.00| 20.00000 500.00
HAND LABOR, STRAIGHT TIME | | |
0700 631.12 10.000 HR | 70.00000 700.00| 85.00000 850.00| 85.00000 850.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0710 631.172 10.000 HR | 35.00000 350.00| 41.00000 410.00| 35.00000 350.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0720 631.18 5.000 HR | 25.00000 125.00| 40.00000 200.00| 30.00000 150.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0730 631.20 1.000 HR | 75.00000 75.00| 250.00000 250.00| 150.00000 150.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0740 631.22 10.000 HR | 50.00000 500.00| 75.00000 750.00| 55.00000 550.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
0750 631.32 1.000 HR | 100.00000 100.00| 250.00000 250.00| 200.00000 200.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0760 637.07 125.000 M3 | 5.50000 687.50| 15.00000 1875.00| 10.00000 1250.00
SPRINKLING | | |
0770 637.08 3.000 MG | 350.00000 1050.00| 600.00000 1800.00| 300.00000 900.00
CALCIUM CHLORIDE | | |
0780 639.18 1.000 EA | 8500.00000 8500.00| 5000.00000 5000.00| 4500.00000 4500.00
FIELD OFFICE TYPE A | | |
0790 652.31 20.000 EA | 35.00000 700.00| 50.00000 1000.00| 50.00000 1000.00
TYPE I BARRICADE | | |
0800 652.312 4.000 EA | 75.00000 300.00| 250.00000 1000.00| 150.00000 600.00
TYPE III BARRICADE | | |
0810 652.33 25.000 EA | 50.00000 1250.00| 55.00000 1375.00| 30.00000 750.00
DRUM | | |
0820 652.34 25.000 EA | 20.00000 500.00| 25.00000 625.00| 20.00000 500.00
CONE | | |
0830 652.35 100.000 M2 | 125.00000 12500.00| 120.00000 12000.00| 80.00000 8000.00
CONSTRUCTION SIGNS | | |
0840 652.361 186.000 LS | 7500.00000 7500.00| 4000.00000 4000.00| 5000.00000 5000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0850 652.38 500.000 MH | 12.00000 6000.00| 12.00000 6000.00| 15.00000 7500.00
FLAGGER | | |
0860 657.24 10.000 UN | 25.00000 250.00| 25.00000 250.00| 27.00000 270.00
SEEDING PITS | | |
0870 658.20 5.000 M2 | 10.00000 50.00| 30.00000 150.00| 35.00000 175.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
LETTING DATE : 02/23/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 6
LOCATION : BRUNSWICK TABULATION OF BIDS
CONTRACT ID : 007565.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( 3 ) 000063
|REED & REED INC. |C P M CONSTRUCTORS |WYMAN & SIMPSON, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0880 659.10 LUMP| 75000.00000 75000.00| 140000.00000 140000.00| 100000.00000 100000.00
MOBILIZATION | | |
0890 660.21 1000.000 MH | 1.00000 1000.00| 1.00000 1000.00| 2.00000 2000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 1,546,884.10| $ 1,561,546.40| $ 1,642,641.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,546,884.10| $ 1,561,546.40| $ 1,642,641.50
====================================================================================================================================
LETTING DATE : 02/23/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 7
LOCATION : BRUNSWICK TABULATION OF BIDS
CONTRACT ID : 007565.00
=========
====================================================================================================================================
|( 4 ) 001175 |( 5 ) 000416 |( )
|KEELEY CONSTR., CO., INC. |T BUCK CONSTRUCTION INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS & APPROACHES
| | |
0010 107.27 LUMP| 4000.00000 4000.00| 2300.00000 2300.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 202.15 3.000 EA | 500.00000 1500.00| 230.00000 690.00|
REMOVING MANHOLE OR CATCH BASIN | | |
0030 202.19 1.000 LS | 200000.00000 200000.00| 189000.00000 189000.00|
REMOVING EXISTING BRIDGE | | |
0040 202.203 280.000 M2 | 15.00000 4200.00| 15.00000 4200.00|
PAVEMENT BUTT JOINTS | | |
0050 203.20 1305.000 M3 | 30.00000 39150.00| 10.00000 13050.00|
COMMON EXCAVATION | | |
0060 203.24 72.000 M3 | 12.00000 864.00| 17.00000 1224.00|
COMMON BORROW | | |
0070 203.25 1250.000 M3 | 15.00000 18750.00| 18.00000 22500.00|
GRANULAR BORROW | | |
0080 206.061 25.000 M3 | 50.00000 1250.00| 11.00000 275.00|
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0090 206.082 1250.000 M3 | 25.00000 31250.00| 8.00000 10000.00|
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0100 304.10 1265.000 M3 | 18.00000 22770.00| 25.00000 31625.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0110 403.207 228.000 MG | 60.00000 13680.00| 75.00000 17100.00|
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0120 403.208 156.000 MG | 65.00000 10140.00| 75.00000 11700.00|
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0130 403.209 55.000 MG | 100.00000 5500.00| 85.00000 4675.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0140 403.210 87.000 MG | 90.00000 7830.00| 75.00000 6525.00|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0150 409.15 85.000 L | 3.00000 255.00| 2.00000 170.00|
BITUMINOUS TACK COAT APPLIED | | |
0160 501.231 5.000 EA | 2000.00000 10000.00| 1800.00000 9000.00|
DYNAMIC LOADING TEST | | |
0170 501.253 1.000 LS | 30000.00000 30000.00| 25000.00000 25000.00|
PILE PROTECTIVE COATING | | |
0180 501.50 760.000 M | 100.00000 76000.00| 108.00000 82080.00|
STEEL H-BEAM PILES 132 KG/M, DELIVERED | | |
LETTING DATE : 02/23/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 8
LOCATION : BRUNSWICK TABULATION OF BIDS
CONTRACT ID : 007565.00
=========
====================================================================================================================================
|( 4 ) 001175 |( 5 ) 000416 |( )
|KEELEY CONSTR., CO., INC. |T BUCK CONSTRUCTION INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 501.501 760.000 M | 20.00000 15200.00| 17.00000 12920.00|
STEEL H-BEAM PILES 132 KG/M, IN PLACE | | |
0200 501.70 180.000 M | 200.00000 36000.00| 198.00000 35640.00|
STEEL PIPE PILES, DELIVERED | | |
0210 501.701 180.000 M | 200.00000 36000.00| 160.00000 28800.00|
STEEL PIPE PILES, IN PLACE | | |
0220 501.90 78.000 EA | 120.00000 9360.00| 100.00000 7800.00|
PILE TIPS | | |
0230 501.91 78.000 EA | 1.00000 78.00| 1.00000 78.00|
PILE SPLICES | | |
0240 501.92 LUMP| 30000.00000 30000.00| 25000.00000 25000.00|
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0250 502.219 510.000 LS | 255000.00000 255000.00| 366000.00000 366000.00|
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0260 502.239 44.000 LS | 30800.00000 30800.00| 104000.00000 104000.00|
STRUCTURAL CONCRETE PIERS | | |
0270 502.25 53.000 LS | 33125.00000 33125.00| 37600.00000 37600.00|
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0280 502.31 15.000 LS | 6000.00000 6000.00| 4200.00000 4200.00|
STRUCTURAL CONCRETE APPROACH SLABS | | |
0290 502.49 68.000 LS | 47600.00000 47600.00| 27500.00000 27500.00|
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0300 503.12 38600.000 KG | 0.80000 30880.00| 0.69000 26634.00|
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0310 503.13 38600.000 KG | 0.60000 23160.00| 0.33000 12738.00|
REINFORCING STEEL, PLACING | | |
0320 508.13 470.000 LS | 4000.00000 4000.00| 4100.00000 4100.00|
MEMBRANE WATERPROOFING | | |
0330 512.081 58.000 LS | 5800.00000 5800.00| 4000.00000 4000.00|
FRENCH DRAINS | | |
0340 514.06 1.000 EA | 1000.00000 1000.00| 1250.00000 1250.00|
CURING BOX FOR CONCRETE CYLINDERS | | |
0350 515.21 380.000 LS | 1500.00000 1500.00| 600.00000 600.00|
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0360 526.301 15.000 LS | 8000.00000 8000.00| 1000.00000 1000.00|
TEMPORARY CONCRETE BARRIER TYPE I | | |
0370 528.9102 116.000 LS | 75000.00000 75000.00| 60000.00000 60000.00|
LAMINATED TIMBER BRIDGE RAIL | | |
0380 535.60 350.000 LS | 285000.00000 285000.00| 247000.00000 247000.00|
PRESTRESSED STRUCTURAL CONCRETE SLAB | | |
LETTING DATE : 02/23/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 9
LOCATION : BRUNSWICK TABULATION OF BIDS
CONTRACT ID : 007565.00
=========
====================================================================================================================================
|( 4 ) 001175 |( 5 ) 000416 |( )
|KEELEY CONSTR., CO., INC. |T BUCK CONSTRUCTION INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 603.159 37.000 M | 50.00000 1850.00| 115.00000 4255.00|
300 MM CULVERT PIPE OPTION III | | |
0400 604.072 8.000 EA | 1500.00000 12000.00| 750.00000 6000.00|
CATCH BASIN TYPE A1-C | | |
0410 604.164 3.000 EA | 1100.00000 3300.00| 500.00000 1500.00|
REBUILDING CATCH BASIN | | |
0420 604.18 1.000 EA | 750.00000 750.00| 250.00000 250.00|
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0430 604.182 5.000 EA | 300.00000 1500.00| 60.00000 300.00|
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0440 604.242 1.000 EA | 1500.00000 1500.00| 750.00000 750.00|
CATCH BASIN TYPE F3 | | |
0450 605.10 3.000 M | 40.00000 120.00| 140.00000 420.00|
150 MM UNDERDRAIN OUTLET | | |
0460 605.11 153.000 M | 40.00000 6120.00| 42.00000 6426.00|
300 MM UNDERDRAIN TYPE C | | |
0470 606.35 4.000 EA | 30.00000 120.00| 25.00000 100.00|
GUARDRAIL DELINEATOR POST | | |
0480 606.612 96.000 M | 300.00000 28800.00| 300.00000 28800.00|
STEEL BACKED TIMBER GUARDRAIL | | |
0490 606.613 4.000 EA | 4000.00000 16000.00| 4000.00000 16000.00|
TIMBER BRIDGE TRANSITION | | |
0500 609.11 237.000 M | 70.00000 16590.00| 55.00000 13035.00|
VERTICAL CURB TYPE 1 | | |
0510 609.12 61.000 M | 90.00000 5490.00| 86.00000 5246.00|
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0520 609.234 8.000 EA | 300.00000 2400.00| 235.00000 1880.00|
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0530 609.237 6.000 EA | 500.00000 3000.00| 250.00000 1500.00|
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0540 610.09 3.000 M3 | 500.00000 1500.00| 50.00000 150.00|
HAND LAID RIPRAP | | |
0550 613.319 200.000 M2 | 4.00000 800.00| 2.00000 400.00|
TEMPORARY EROSION CONTROL BLANKET | | |
0560 615.07 112.000 M3 | 40.00000 4480.00| 34.00000 3808.00|
LOAM | | |
0570 618.13 10.000 UN | 50.00000 500.00| 50.00000 500.00|
SEEDING METHOD NUMBER 1 | | |
0580 618.141 4.500 UN | 60.00000 270.00| 66.00000 297.00|
SEEDING METHOD NUMBER 3 | | |
LETTING DATE : 02/23/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 10
LOCATION : BRUNSWICK TABULATION OF BIDS
CONTRACT ID : 007565.00
=========
====================================================================================================================================
|( 4 ) 001175 |( 5 ) 000416 |( )
|KEELEY CONSTR., CO., INC. |T BUCK CONSTRUCTION INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0590 619.12 18.500 UN | 30.00000 555.00| 50.00000 925.00|
MULCH | | |
0600 621.037 6.000 EA | 150.00000 900.00| 130.00000 780.00|
EVERGREEN TREES (1500 MM - 1800 MM) | | |
GROUP A | | |
0610 621.202 2.000 EA | 350.00000 700.00| 300.00000 600.00|
MEDIUM DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP B | | |
0620 621.273 7.000 EA | 350.00000 2450.00| 300.00000 2100.00|
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0630 621.403 17.000 EA | 50.00000 850.00| 40.00000 680.00|
DWARF EVERGREENS (600 MM - 750 MM) | | |
GROUP C | | |
0640 621.546 55.000 EA | 40.00000 2200.00| 30.00000 1650.00|
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP A | | |
0650 627.71 535.000 M | 1.00000 535.00| 0.66000 353.10|
100 MM WHITE PAVEMENT MARKING LINE | | |
0660 627.73 580.000 M | 1.00000 580.00| 0.66000 382.80|
100 MM YELLOW PAVEMENT MARKING LINE | | |
0670 627.75 100.000 M2 | 20.00000 2000.00| 14.00000 1400.00|
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0680 627.78 210.000 M | 1.50000 315.00| 1.00000 210.00|
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0690 629.05 25.000 MH | 25.00000 625.00| 25.00000 625.00|
HAND LABOR, STRAIGHT TIME | | |
0700 631.12 10.000 HR | 100.00000 1000.00| 75.00000 750.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0710 631.172 10.000 HR | 45.00000 450.00| 45.00000 450.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0720 631.18 5.000 HR | 75.00000 375.00| 10.00000 50.00|
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0730 631.20 1.000 HR | 250.00000 250.00| 100.00000 100.00|
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0740 631.22 10.000 HR | 70.00000 700.00| 65.00000 650.00|
FRONT END LOADER (INCLUDING OPERATOR) | | |
0750 631.32 1.000 HR | 200.00000 200.00| 85.00000 85.00|
CULVERT CLEANER (INCLUDING OPERATOR) | | |
LETTING DATE : 02/23/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 11
LOCATION : BRUNSWICK TABULATION OF BIDS
CONTRACT ID : 007565.00
=========
====================================================================================================================================
|( 4 ) 001175 |( 5 ) 000416 |( )
|KEELEY CONSTR., CO., INC. |T BUCK CONSTRUCTION INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0760 637.07 125.000 M3 | 4.00000 500.00| 16.00000 2000.00|
SPRINKLING | | |
0770 637.08 3.000 MG | 600.00000 1800.00| 3600.00000 10800.00|
CALCIUM CHLORIDE | | |
0780 639.18 1.000 EA | 6000.00000 6000.00| 4000.00000 4000.00|
FIELD OFFICE TYPE A | | |
0790 652.31 20.000 EA | 50.00000 1000.00| 75.00000 1500.00|
TYPE I BARRICADE | | |
0800 652.312 4.000 EA | 150.00000 600.00| 150.00000 600.00|
TYPE III BARRICADE | | |
0810 652.33 25.000 EA | 45.00000 1125.00| 60.00000 1500.00|
DRUM | | |
0820 652.34 25.000 EA | 20.00000 500.00| 15.00000 375.00|
CONE | | |
0830 652.35 100.000 M2 | 90.00000 9000.00| 100.00000 10000.00|
CONSTRUCTION SIGNS | | |
0840 652.361 186.000 LS | 6000.00000 6000.00| 1200.00000 1200.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0850 652.38 500.000 MH | 15.00000 7500.00| 12.00000 6000.00|
FLAGGER | | |
0860 657.24 10.000 UN | 50.00000 500.00| 25.00000 250.00|
SEEDING PITS | | |
0870 658.20 5.000 M2 | 50.00000 250.00| 40.00000 200.00|
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0880 659.10 LUMP| 90000.00000 90000.00| 89000.00000 89000.00|
MOBILIZATION | | |
0890 660.21 1000.000 MH | 0.10000 100.00| 17.00000 17000.00|
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 1,657,292.00| $ 1,685,806.90| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,657,292.00| $ 1,685,806.90| $
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