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LETTING DATBR-7959(00)X MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 1
LOCATION : GEORGETOWN TABULATION OF BIDS
CONTRACT ID : 007956.00
=========
COMPLETION DATE : 09/04/01
PROJECT(S): BR-7956(00)X COUNTIE(S) : SAGADAHOC MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : BRIDGE REPLACEMENTS ATTEST : _______________________________
NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000032 REED & REED, INC. $ 2,218,861.00 100.0000%
2 000164 C P M CONSTRUCTORS $ 2,272,246.00 102.4060%
3 001175 KEELEY CONSTRUCTION, CO., INC. $ 2,513,442.00 113.2762%
4 000063 WYMAN & SIMPSON, INC. $ 2,539,473.00 114.4494%
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( 3 ) 001175
|REED & REED INC. |C P M CONSTRUCTORS |KEELEY CONSTR., CO., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 107.27 LUMP| 8500.00000 8500.00| 10000.00000 10000.00| 20000.00000 20000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 202.19 145.000 LS | 100000.00000 100000.00| 70000.00000 70000.00| 250000.00000 250000.00
REMOVING EXISTING BRIDGE | | |
0030 203.20 2370.000 M3 | 10.00000 23700.00| 10.00000 23700.00| 15.00000 35550.00
COMMON EXCAVATION | | |
0040 203.21 420.000 M3 | 40.00000 16800.00| 60.00000 25200.00| 40.00000 16800.00
ROCK EXCAVATION | | |
0042 203.2312 LUMP| 3500.00000 3500.00| 5000.00000 5000.00| 5000.00000 5000.00
HEALTH AND SAFETY PLAN | | |
0043 203.233 50.000 M3 | 125.00000 6250.00| 250.00000 12500.00| 80.00000 4000.00
DISPOSAL OF SPECIAL EXCAVATION | | |
0050 203.24 20.000 M3 | 30.00000 600.00| 30.00000 600.00| 20.00000 400.00
COMMON BORROW | | |
0060 203.25 155.000 M3 | 25.00000 3875.00| 32.00000 4960.00| 30.00000 4650.00
GRANULAR BORROW | | |
0070 206.082 342.000 M3 | 15.00000 5130.00| 35.00000 11970.00| 40.00000 13680.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0080 304.10 2170.000 M3 | 20.00000 43400.00| 23.00000 49910.00| 25.00000 54250.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
LETTING DATE : 08/23/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 2
LOCATION : GEORGETOWN TABULATION OF BIDS
CONTRACT ID : 007956.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( 3 ) 001175
|REED & REED INC. |C P M CONSTRUCTORS |KEELEY CONSTR., CO., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0090 403.208 460.000 MG | 85.00000 39100.00| 90.00000 41400.00| 90.00000 41400.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0100 403.209 38.000 MG | 100.00000 3800.00| 150.00000 5700.00| 150.00000 5700.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0110 403.210 148.000 MG | 96.00000 14208.00| 110.00000 16280.00| 100.00000 14800.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0130 501.231 4.000 EA | 2500.00000 10000.00| 5000.00000 20000.00| 5000.00000 20000.00
DYNAMIC LOADING TEST | | |
0140 501.253 1.000 LS | 30000.00000 30000.00| 38000.00000 38000.00| 15000.00000 15000.00
PILE PROTECTIVE COATING | | |
0150 501.44 51.000 M | 250.00000 12750.00| 300.00000 15300.00| 150.00000 7650.00
STEEL H-BEAM PILES 93 KG/M, DELIVERED | | |
0160 501.441 51.000 M | 40.00000 2040.00| 30.00000 1530.00| 50.00000 2550.00
STEEL H-BEAM PILES 93 KG/M, IN PLACE | | |
0170 501.70 162.000 M | 900.00000 145800.00| 1000.00000 162000.00| 600.00000 97200.00
STEEL PIPE PILES, DELIVERED | | |
0180 501.701 162.000 M | 500.00000 81000.00| 150.00000 24300.00| 50.00000 8100.00
STEEL PIPE PILES, IN PLACE | | |
0190 501.90 24.000 EA | 275.00000 6600.00| 275.00000 6600.00| 200.00000 4800.00
PILE TIPS | | |
0200 501.91 24.000 EA | 30.00000 720.00| 20.00000 480.00| 200.00000 4800.00
PILE SPLICES | | |
0210 501.92 LUMP| 5000.00000 5000.00| 30000.00000 30000.00| 20000.00000 20000.00
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0220 502.219 121.000 LS | 85000.00000 85000.00| 95000.00000 95000.00| 80000.00000 80000.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0230 502.239 68.000 LS | 65000.00000 65000.00| 65000.00000 65000.00| 68000.00000 68000.00
STRUCTURAL CONCRETE PIERS | | |
0240 502.31 28.000 LS | 8500.00000 8500.00| 8000.00000 8000.00| 10000.00000 10000.00
STRUCTURAL CONCRETE APPROACH SLABS | | |
0250 502.4221 LUMP| 175000.00000 175000.00| 170000.00000 170000.00| 150000.00000 150000.00
STRUCTURAL CONCRETE ROADWAY SLAB ON | | |
CONCRETE BRIDGE | | |
0260 502.49 29.000 LS | 25000.00000 25000.00| 20000.00000 20000.00| 28000.00000 28000.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0270 503.14 44050.000 KG | 1.00000 44050.00| 1.00000 44050.00| 1.50000 66075.00
EPOXY COATED REINFORCING STEEL, | | |
FABRICATED AND DELIVERED | | |
0280 503.15 44050.000 KG | 1.00000 44050.00| 0.50000 22025.00| 1.00000 44050.00
EPOXY COATED REINFORCING STEEL PLACING | | |
LETTING DATE : 08/23/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 3
LOCATION : GEORGETOWN TABULATION OF BIDS
CONTRACT ID : 007956.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( 3 ) 001175
|REED & REED INC. |C P M CONSTRUCTORS |KEELEY CONSTR., CO., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 504.906 16.000 LS | 150000.00000 150000.00| 75000.00000 75000.00| 50000.00000 50000.00
ROCK DOWEL | | |
0300 507.0811 188.000 LS | 55000.00000 55000.00| 50000.00000 50000.00| 65800.00000 65800.00
STEEL BRIDGE RAILING, 2 BAR | | |
0310 508.13 830.000 LS | 10000.00000 10000.00| 8000.00000 8000.00| 10000.00000 10000.00
MEMBRANE WATERPROOFING | | |
0320 510.112 LUMP| 300000.00000 300000.00| 420000.00000 420000.00| 575000.00000 575000.00
SPECIAL DETOUR VEHICULAR & PEDESTRIAN | | |
TRAFFIC NOT SEPARATED | | |
0330 512.081 26.000 LS | 4000.00000 4000.00| 2000.00000 2000.00| 6000.00000 6000.00
FRENCH DRAINS | | |
0340 514.06 1.000 EA | 1000.00000 1000.00| 750.00000 750.00| 1500.00000 1500.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0350 515.21 510.000 LS | 2000.00000 2000.00| 2000.00000 2000.00| 3500.00000 3500.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0360 526.301 120.000 LS | 10000.00000 10000.00| 6000.00000 6000.00| 5000.00000 5000.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0370 526.34 8.000 EA | 1800.00000 14400.00| 1200.00000 9600.00| 1500.00000 12000.00
PERMANENT CONCRETE TRANSITION BARRIER | | |
0380 535.62 167.000 LS | 250000.00000 250000.00| 240000.00000 240000.00| 235000.00000 235000.00
PRESTRESSED STRUCTURAL CONCRETE BOX BEA | | |
0390 603.179 28.000 M | 125.00000 3500.00| 120.00000 3360.00| 100.00000 2800.00
450 MM CULVERT PIPE OPTION III | | |
0400 603.19 24.000 M | 140.00000 3360.00| 120.00000 2880.00| 120.00000 2880.00
600 MM CULVERT PIPE OPTION I | | |
0410 603.199 30.000 M | 170.00000 5100.00| 150.00000 4500.00| 140.00000 4200.00
600 MM CULVERT PIPE OPTION III | | |
0420 604.072 2.000 EA | 1600.00000 3200.00| 1600.00000 3200.00| 2500.00000 5000.00
CATCH BASIN TYPE A1-C | | |
0430 606.1721 7.000 EA | 1400.00000 9800.00| 1400.00000 9800.00| 1000.00000 7000.00
BRIDGE TRANSITION - TYPE 1 | | |
0440 606.265 3.000 EA | 23.00000 69.00| 23.00000 69.00| 50.00000 150.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0450 606.35 16.000 EA | 22.00000 352.00| 22.00000 352.00| 40.00000 640.00
GUARDRAIL DELINEATOR POST | | |
0460 606.55 39.000 M | 45.00000 1755.00| 45.00000 1755.00| 53.00000 2067.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0470 606.60 20.000 M | 56.00000 1120.00| 56.00000 1120.00| 55.00000 1100.00
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0480 606.612 15.000 M | 450.00000 6750.00| 450.00000 6750.00| 500.00000 7500.00
STEEL BACKED TIMBER GUARDRAIL | | |
LETTING DATE : 08/23/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 4
LOCATION : GEORGETOWN TABULATION OF BIDS
CONTRACT ID : 007956.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( 3 ) 001175
|REED & REED INC. |C P M CONSTRUCTORS |KEELEY CONSTR., CO., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 606.66 1.000 EA | 45.00000 45.00| 45.00000 45.00| 50.00000 50.00
TERMINAL END THRIE BEAM | | |
0500 606.71 4.000 M | 170.00000 680.00| 170.00000 680.00| 200.00000 800.00
GUARDRAIL THRIE BEAM - 4.5 METER RADIUS | | |
AND LESS | | |
0510 606.76 5.000 EA | 1510.00000 7550.00| 1600.00000 8000.00| 1800.00000 9000.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0520 609.11 18.000 M | 80.00000 1440.00| 80.00000 1440.00| 110.00000 1980.00
VERTICAL CURB TYPE 1 | | |
0530 609.12 12.000 M | 180.00000 2160.00| 90.00000 1080.00| 120.00000 1440.00
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0540 609.234 2.000 EA | 150.00000 300.00| 150.00000 300.00| 250.00000 500.00
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0550 609.31 80.000 M | 17.00000 1360.00| 22.00000 1760.00| 15.00000 1200.00
CURB TYPE 3 | | |
0560 610.08 320.000 M3 | 60.00000 19200.00| 50.00000 16000.00| 45.00000 14400.00
PLAIN RIPRAP | | |
0570 613.319 415.000 M2 | 2.00000 830.00| 2.00000 830.00| 5.00000 2075.00
TEMPORARY EROSION CONTROL BLANKET | | |
0580 615.07 65.000 M3 | 40.00000 2600.00| 70.00000 4550.00| 45.00000 2925.00
LOAM | | |
0590 618.1301 3.000 UN | 75.00000 225.00| 100.00000 300.00| 100.00000 300.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0600 618.1401 12.000 UN | 75.00000 900.00| 75.00000 900.00| 40.00000 480.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0610 620.58 200.000 M2 | 5.00000 1000.00| 2.00000 400.00| 3.00000 600.00
EROSION CONTROL GEOTEXTILE | | |
0620 627.71 760.000 M | 0.85000 646.00| 1.00000 760.00| 1.00000 760.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0630 627.73 380.000 M | 1.70000 646.00| 2.00000 760.00| 2.00000 760.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0640 629.05 30.000 MH | 25.00000 750.00| 30.00000 900.00| 30.00000 900.00
HAND LABOR, STRAIGHT TIME | | |
0650 631.12 20.000 HR | 75.00000 1500.00| 85.00000 1700.00| 125.00000 2500.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0660 631.171 20.000 HR | 40.00000 800.00| 40.00000 800.00| 40.00000 800.00
TRUCK - SMALL (INCLUDING OPERATOR) | | |
0670 631.36 20.000 MH | 35.00000 700.00| 35.00000 700.00| 40.00000 800.00
FOREMAN | | |
0680 635.14 230.000 M2 | 450.00000 103500.00| 420.00000 96600.00| 400.00000 92000.00
PREFABRICATED CONCRETE MODULAR GRAVITY | | |
WALL | | |
LETTING DATE : 08/23/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 5
LOCATION : GEORGETOWN TABULATION OF BIDS
CONTRACT ID : 007956.00
=========
====================================================================================================================================
|( 1 ) 000032 |( 2 ) 000164 |( 3 ) 001175
|REED & REED INC. |C P M CONSTRUCTORS |KEELEY CONSTR., CO., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0690 637.071 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| 10000.00000 10000.00
DUST CONTROL | | |
0700 639.18 1.000 EA | 7500.00000 7500.00| 10000.00000 10000.00| 4000.00000 4000.00
FIELD OFFICE TYPE A | | |
0710 643.72 LUMP| 37000.00000 37000.00| 37000.00000 37000.00| 25000.00000 25000.00
TEMPORARY TRAFFIC SIGNAL | | |
0720 652.31 32.000 EA | 60.00000 1920.00| 50.00000 1600.00| 65.00000 2080.00
TYPE I BARRICADE | | |
0730 652.312 8.000 EA | 100.00000 800.00| 150.00000 1200.00| 200.00000 1600.00
TYPE III BARRICADE | | |
0740 652.33 20.000 EA | 60.00000 1200.00| 55.00000 1100.00| 50.00000 1000.00
DRUM | | |
0750 652.34 20.000 EA | 8.00000 160.00| 20.00000 400.00| 20.00000 400.00
CONE | | |
0760 652.35 45.000 M2 | 150.00000 6750.00| 120.00000 5400.00| 100.00000 4500.00
CONSTRUCTION SIGNS | | |
0770 652.361 730.000 LS | 15000.00000 15000.00| 7500.00000 7500.00| 5000.00000 5000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0780 652.37 2.000 GP | 2600.00000 5200.00| 2600.00000 5200.00| 2500.00000 5000.00
WARNING LIGHTS | | |
0790 652.38 200.000 MH | 16.00000 3200.00| 16.00000 3200.00| 20.00000 4000.00
FLAGGER | | |
0800 659.10 LUMP| 150000.00000 150000.00| 210000.00000 210000.00| 225000.00000 225000.00
MOBILIZATION | | |
0810 660.21 2000.000 MH | 0.01000 20.00| 1.00000 2000.00| 1.00000 2000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 2,218,861.00| $ 2,272,246.00| $ 2,513,442.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,218,861.00| $ 2,272,246.00| $ 2,513,442.00
====================================================================================================================================
LETTING DATE : 08/23/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 6
LOCATION : GEORGETOWN TABULATION OF BIDS
CONTRACT ID : 007956.00
=========
====================================================================================================================================
|( 4 ) 000063 |( ) |( )
|WYMAN & SIMPSON, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 107.27 LUMP| 10000.00000 10000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 202.19 145.000 LS | 220000.00000 220000.00| |
REMOVING EXISTING BRIDGE | | |
0030 203.20 2370.000 M3 | 10.00000 23700.00| |
COMMON EXCAVATION | | |
0040 203.21 420.000 M3 | 80.00000 33600.00| |
ROCK EXCAVATION | | |
0042 203.2312 LUMP| 1200.00000 1200.00| |
HEALTH AND SAFETY PLAN | | |
0043 203.233 50.000 M3 | 60.00000 3000.00| |
DISPOSAL OF SPECIAL EXCAVATION | | |
0050 203.24 20.000 M3 | 19.00000 380.00| |
COMMON BORROW | | |
0060 203.25 155.000 M3 | 23.00000 3565.00| |
GRANULAR BORROW | | |
0070 206.082 342.000 M3 | 30.00000 10260.00| |
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0080 304.10 2170.000 M3 | 22.00000 47740.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0090 403.208 460.000 MG | 91.00000 41860.00| |
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0100 403.209 38.000 MG | 110.00000 4180.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0110 403.210 148.000 MG | 103.00000 15244.00| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0130 501.231 4.000 EA | 4500.00000 18000.00| |
DYNAMIC LOADING TEST | | |
0140 501.253 1.000 LS | 50000.00000 50000.00| |
PILE PROTECTIVE COATING | | |
0150 501.44 51.000 M | 205.00000 10455.00| |
STEEL H-BEAM PILES 93 KG/M, DELIVERED | | |
0160 501.441 51.000 M | 25.00000 1275.00| |
STEEL H-BEAM PILES 93 KG/M, IN PLACE | | |
0170 501.70 162.000 M | 565.00000 91530.00| |
STEEL PIPE PILES, DELIVERED | | |
LETTING DATE : 08/23/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 7
LOCATION : GEORGETOWN TABULATION OF BIDS
CONTRACT ID : 007956.00
=========
====================================================================================================================================
|( 4 ) 000063 |( ) |( )
|WYMAN & SIMPSON, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 501.701 162.000 M | 200.00000 32400.00| |
STEEL PIPE PILES, IN PLACE | | |
0190 501.90 24.000 EA | 350.00000 8400.00| |
PILE TIPS | | |
0200 501.91 24.000 EA | 10.00000 240.00| |
PILE SPLICES | | |
0210 501.92 LUMP| 15000.00000 15000.00| |
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0220 502.219 121.000 LS | 70000.00000 70000.00| |
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0230 502.239 68.000 LS | 203000.00000 203000.00| |
STRUCTURAL CONCRETE PIERS | | |
0240 502.31 28.000 LS | 11500.00000 11500.00| |
STRUCTURAL CONCRETE APPROACH SLABS | | |
0250 502.4221 LUMP| 155000.00000 155000.00| |
STRUCTURAL CONCRETE ROADWAY SLAB ON | | |
CONCRETE BRIDGE | | |
0260 502.49 29.000 LS | 33000.00000 33000.00| |
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0270 503.14 44050.000 KG | 1.00000 44050.00| |
EPOXY COATED REINFORCING STEEL, | | |
FABRICATED AND DELIVERED | | |
0280 503.15 44050.000 KG | 0.30000 13215.00| |
EPOXY COATED REINFORCING STEEL PLACING | | |
0290 504.906 16.000 LS | 75000.00000 75000.00| |
ROCK DOWEL | | |
0300 507.0811 188.000 LS | 55000.00000 55000.00| |
STEEL BRIDGE RAILING, 2 BAR | | |
0310 508.13 830.000 LS | 7700.00000 7700.00| |
MEMBRANE WATERPROOFING | | |
0320 510.112 LUMP| 450000.00000 450000.00| |
SPECIAL DETOUR VEHICULAR & PEDESTRIAN | | |
TRAFFIC NOT SEPARATED | | |
0330 512.081 26.000 LS | 2000.00000 2000.00| |
FRENCH DRAINS | | |
0340 514.06 1.000 EA | 700.00000 700.00| |
CURING BOX FOR CONCRETE CYLINDERS | | |
0350 515.21 510.000 LS | 2000.00000 2000.00| |
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0360 526.301 120.000 LS | 4000.00000 4000.00| |
TEMPORARY CONCRETE BARRIER TYPE I | | |
LETTING DATE : 08/23/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 8
LOCATION : GEORGETOWN TABULATION OF BIDS
CONTRACT ID : 007956.00
=========
====================================================================================================================================
|( 4 ) 000063 |( ) |( )
|WYMAN & SIMPSON, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0370 526.34 8.000 EA | 1100.00000 8800.00| |
PERMANENT CONCRETE TRANSITION BARRIER | | |
0380 535.62 167.000 LS | 295000.00000 295000.00| |
PRESTRESSED STRUCTURAL CONCRETE BOX BEA | | |
0390 603.179 28.000 M | 80.00000 2240.00| |
450 MM CULVERT PIPE OPTION III | | |
0400 603.19 24.000 M | 75.00000 1800.00| |
600 MM CULVERT PIPE OPTION I | | |
0410 603.199 30.000 M | 130.00000 3900.00| |
600 MM CULVERT PIPE OPTION III | | |
0420 604.072 2.000 EA | 1700.00000 3400.00| |
CATCH BASIN TYPE A1-C | | |
0430 606.1721 7.000 EA | 1475.00000 10325.00| |
BRIDGE TRANSITION - TYPE 1 | | |
0440 606.265 3.000 EA | 25.00000 75.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0450 606.35 16.000 EA | 24.00000 384.00| |
GUARDRAIL DELINEATOR POST | | |
0460 606.55 39.000 M | 50.00000 1950.00| |
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0470 606.60 20.000 M | 60.00000 1200.00| |
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0480 606.612 15.000 M | 470.00000 7050.00| |
STEEL BACKED TIMBER GUARDRAIL | | |
0490 606.66 1.000 EA | 50.00000 50.00| |
TERMINAL END THRIE BEAM | | |
0500 606.71 4.000 M | 185.00000 740.00| |
GUARDRAIL THRIE BEAM - 4.5 METER RADIUS | | |
AND LESS | | |
0510 606.76 5.000 EA | 1615.00000 8075.00| |
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0520 609.11 18.000 M | 125.00000 2250.00| |
VERTICAL CURB TYPE 1 | | |
0530 609.12 12.000 M | 200.00000 2400.00| |
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0540 609.234 2.000 EA | 460.00000 920.00| |
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0550 609.31 80.000 M | 18.00000 1440.00| |
CURB TYPE 3 | | |
0560 610.08 320.000 M3 | 57.00000 18240.00| |
PLAIN RIPRAP | | |
LETTING DATE : 08/23/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 9
LOCATION : GEORGETOWN TABULATION OF BIDS
CONTRACT ID : 007956.00
=========
====================================================================================================================================
|( 4 ) 000063 |( ) |( )
|WYMAN & SIMPSON, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0570 613.319 415.000 M2 | 2.00000 830.00| |
TEMPORARY EROSION CONTROL BLANKET | | |
0580 615.07 65.000 M3 | 25.00000 1625.00| |
LOAM | | |
0590 618.1301 3.000 UN | 160.00000 480.00| |
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0600 618.1401 12.000 UN | 140.00000 1680.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0610 620.58 200.000 M2 | 4.00000 800.00| |
EROSION CONTROL GEOTEXTILE | | |
0620 627.71 760.000 M | 1.00000 760.00| |
100 MM WHITE PAVEMENT MARKING LINE | | |
0630 627.73 380.000 M | 2.00000 760.00| |
100 MM YELLOW PAVEMENT MARKING LINE | | |
0640 629.05 30.000 MH | 24.00000 720.00| |
HAND LABOR, STRAIGHT TIME | | |
0650 631.12 20.000 HR | 85.00000 1700.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0660 631.171 20.000 HR | 35.00000 700.00| |
TRUCK - SMALL (INCLUDING OPERATOR) | | |
0670 631.36 20.000 MH | 35.00000 700.00| |
FOREMAN | | |
0680 635.14 230.000 M2 | 425.00000 97750.00| |
PREFABRICATED CONCRETE MODULAR GRAVITY | | |
WALL | | |
0690 637.071 LUMP| 5000.00000 5000.00| |
DUST CONTROL | | |
0700 639.18 1.000 EA | 4500.00000 4500.00| |
FIELD OFFICE TYPE A | | |
0710 643.72 LUMP| 40000.00000 40000.00| |
TEMPORARY TRAFFIC SIGNAL | | |
0720 652.31 32.000 EA | 50.00000 1600.00| |
TYPE I BARRICADE | | |
0730 652.312 8.000 EA | 150.00000 1200.00| |
TYPE III BARRICADE | | |
0740 652.33 20.000 EA | 35.00000 700.00| |
DRUM | | |
0750 652.34 20.000 EA | 25.00000 500.00| |
CONE | | |
0760 652.35 45.000 M2 | 103.00000 4635.00| |
CONSTRUCTION SIGNS | | |
LETTING DATE : 08/23/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 10
LOCATION : GEORGETOWN TABULATION OF BIDS
CONTRACT ID : 007956.00
=========
====================================================================================================================================
|( 4 ) 000063 |( ) |( )
|WYMAN & SIMPSON, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0770 652.361 730.000 LS | 15000.00000 15000.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0780 652.37 2.000 GP | 3000.00000 6000.00| |
WARNING LIGHTS | | |
0790 652.38 200.000 MH | 17.00000 3400.00| |
FLAGGER | | |
0800 659.10 LUMP| 206000.00000 206000.00| |
MOBILIZATION | | |
0810 660.21 2000.000 MH | 2.00000 4000.00| |
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 2,539,473.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,539,473.00| $ 0.00| $
====================================================================================================================================