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LETTING DATE : 04/04/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 1
LOCATION : NEW SHARON TABULATION OF BIDS
CONTRACT ID : 007811.00
=========
COMPLETION DATE : 11/02/01
PROJECT(S): BR-7811(00)E COUNTIE(S) : FRANKLIN MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : A BRIDGE REPLACEMENT ATTEST : _______________________________
NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000164 C P M CONSTRUCTORS $ 855,881.45 100.0000%
2 000063 WYMAN & SIMPSON, INC. $ 904,004.00 105.6226%
3 000118 STETSON & WATSON, J. V. $ 968,879.25 113.2025%
4 000032 REED & REED, INC. $ 1,021,128.50 119.3072%
5 000416 T BUCK CONSTRUCTION INC. $ 1,092,507.00 127.6470%
6 000272 A & V CONSTRUCTION, CORP. $ 1,093,719.50 127.7887%
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000063 |( 3 ) 000118
|C P M CONSTRUCTORS |WYMAN & SIMPSON, INC. |STETSON & WATSON, J. V.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.19 20.000 LS | 15000.00000 15000.00| 50000.00000 50000.00| 150000.00000 150000.00
REMOVING EXISTING BRIDGE | | |
0020 203.20 4450.000 M3 | 6.40000 28480.00| 8.00000 35600.00| 12.00000 53400.00
COMMON EXCAVATION | | |
0030 203.25 280.000 M3 | 20.50000 5740.00| 20.00000 5600.00| 15.00000 4200.00
GRANULAR BORROW | | |
0040 204.41 53.000 M2 | 17.00000 901.00| 60.00000 3180.00| 20.00000 1060.00
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0050 206.082 470.000 M3 | 10.00000 4700.00| 22.00000 10340.00| 12.00000 5640.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0060 304.10 460.000 M3 | 24.00000 11040.00| 17.00000 7820.00| 18.00000 8280.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.207 150.000 MG | 70.00000 10500.00| 80.00000 12000.00| 79.00000 11850.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0080 403.209 20.000 MG | 80.00000 1600.00| 85.00000 1700.00| 80.00000 1600.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
LETTING DATE : 04/04/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 2
LOCATION : NEW SHARON TABULATION OF BIDS
CONTRACT ID : 007811.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000063 |( 3 ) 000118
|C P M CONSTRUCTORS |WYMAN & SIMPSON, INC. |STETSON & WATSON, J. V.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0090 403.210 170.000 MG | 70.00000 11900.00| 80.00000 13600.00| 70.00000 11900.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0100 409.15 375.000 L | 2.25000 843.75| 2.40000 900.00| 2.25000 843.75
BITUMINOUS TACK COAT APPLIED | | |
0110 501.231 1.000 EA | 5000.00000 5000.00| 2900.00000 2900.00| 5000.00000 5000.00
DYNAMIC LOADING TEST | | |
0120 501.50 230.000 M | 150.00000 34500.00| 117.00000 26910.00| 130.00000 29900.00
STEEL H-BEAM PILES 132 KG/M, DELIVERED | | |
0130 501.501 230.000 M | 15.00000 3450.00| 40.00000 9200.00| 15.00000 3450.00
STEEL H-BEAM PILES 132 KG/M, IN PLACE | | |
0140 501.90 10.000 EA | 100.00000 1000.00| 140.00000 1400.00| 100.00000 1000.00
PILE TIPS | | |
0150 501.91 10.000 EA | 150.00000 1500.00| 140.00000 1400.00| 150.00000 1500.00
PILE SPLICES | | |
0160 501.92 LUMP| 15000.00000 15000.00| 10000.00000 10000.00| 8500.00000 8500.00
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0170 502.219 77.000 LS | 40000.00000 40000.00| 40000.00000 40000.00| 40000.00000 40000.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0180 502.26 106.000 LS | 75000.00000 75000.00| 100000.00000 100000.00| 60000.00000 60000.00
STRUCTURAL CONCRETE ROADWAY AND | | |
SIDEWALK SLABS ON STEEL BRIDGES | | |
0190 502.31 22.000 LS | 5000.00000 5000.00| 5500.00000 5500.00| 4000.00000 4000.00
STRUCTURAL CONCRETE APPROACH SLABS | | |
0192 502.49 10.000 LS | 6500.00000 6500.00| 5750.00000 5750.00| 6000.00000 6000.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0200 503.12 22000.000 KG | 0.75000 16500.00| 1.00000 22000.00| 1.00000 22000.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0210 503.13 22000.000 KG | 0.60000 13200.00| 0.50000 11000.00| 1.00000 22000.00
REINFORCING STEEL, PLACING | | |
0220 504.70 60200.000 LS | 140000.00000 140000.00| 155000.00000 155000.00| 140000.00000 140000.00
STRUCTURAL STEEL FABRICATED AND | | |
DELIVERED | | |
0230 504.71 60200.000 LS | 15000.00000 15000.00| 13000.00000 13000.00| 25000.00000 25000.00
STRUCTURAL STEEL ERECTION | | |
0240 505.08 1340.000 LS | 2500.00000 2500.00| 2000.00000 2000.00| 2000.00000 2000.00
SHEAR CONNECTORS | | |
0250 507.0832 64.000 LS | 35000.00000 35000.00| 35000.00000 35000.00| 30000.00000 30000.00
STEEL BRIDGE RAILING, 4 BAR, | | |
TRAFFIC/BICYCLE | | |
LETTING DATE : 04/04/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 3
LOCATION : NEW SHARON TABULATION OF BIDS
CONTRACT ID : 007811.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000063 |( 3 ) 000118
|C P M CONSTRUCTORS |WYMAN & SIMPSON, INC. |STETSON & WATSON, J. V.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0260 508.13 440.000 LS | 4000.00000 4000.00| 3700.00000 3700.00| 4000.00000 4000.00
MEMBRANE WATERPROOFING | | |
0270 510.10 LUMP| 126000.00000 126000.00| 125000.00000 125000.00| 100000.00000 100000.00
SPECIAL DETOUR_____(M) ROADWAY WIDTH | | |
VEHICULAR & PEDESTRIAN TRAFFIC NOT | | |
SEPARATED | | |
0280 514.06 1.000 EA | 750.00000 750.00| 700.00000 700.00| 600.00000 600.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0290 515.21 130.000 LS | 500.00000 500.00| 1500.00000 1500.00| 400.00000 400.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0300 526.301 40.000 LS | 10000.00000 10000.00| 2000.00000 2000.00| 2500.00000 2500.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0310 526.34 4.000 EA | 1200.00000 4800.00| 1000.00000 4000.00| 1000.00000 4000.00
PERMANENT CONCRETE TRANSITION BARRIER | | |
0320 603.17 27.000 M | 55.00000 1485.00| 65.00000 1755.00| 45.00000 1215.00
450 MM CULVERT PIPE OPTION I | | |
0330 606.1721 4.000 EA | 750.00000 3000.00| 1020.00000 4080.00| 950.00000 3800.00
BRIDGE TRANSITION - TYPE 1 | | |
0340 606.265 2.000 EA | 30.00000 60.00| 65.00000 130.00| 60.00000 120.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0350 606.35 3.000 EA | 30.00000 90.00| 40.00000 120.00| 35.00000 105.00
GUARDRAIL DELINEATOR POST | | |
0360 606.36 65.000 M | 12.50000 812.50| 22.00000 1430.00| 21.00000 1365.00
GUARDRAIL REMOVED AND RESET | | |
0370 606.369 130.000 M | 4.00000 520.00| 4.00000 520.00| 4.00000 520.00
GUARDRAIL REMOVED AND STACKED | | |
0380 606.55 39.000 M | 70.00000 2730.00| 50.00000 1950.00| 46.00000 1794.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0390 606.60 16.000 M | 70.00000 1120.00| 50.00000 800.00| 46.00000 736.00
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0400 606.752 1.000 EA | 300.00000 300.00| 1100.00000 1100.00| 1000.00000 1000.00
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0410 606.76 1.000 EA | 1000.00000 1000.00| 1800.00000 1800.00| 1600.00000 1600.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0420 610.08 990.000 M3 | 48.00000 47520.00| 41.00000 40590.00| 45.00000 44550.00
PLAIN RIPRAP | | |
0430 610.18 55.000 M3 | 38.00000 2090.00| 40.00000 2200.00| 35.00000 1925.00
STONE DITCH PROTECTION | | |
0440 613.319 410.000 M2 | 4.00000 1640.00| 1.50000 615.00| 1.25000 512.50
TEMPORARY EROSION CONTROL BLANKET | | |
LETTING DATE : 04/04/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 4
LOCATION : NEW SHARON TABULATION OF BIDS
CONTRACT ID : 007811.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000063 |( 3 ) 000118
|C P M CONSTRUCTORS |WYMAN & SIMPSON, INC. |STETSON & WATSON, J. V.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0450 615.07 22.000 M3 | 43.00000 946.00| 36.00000 792.00| 50.00000 1100.00
LOAM | | |
0460 618.1411 4.500 UN | 100.00000 450.00| 40.00000 180.00| 100.00000 450.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0470 618.19 7.000 KG | 9.00000 63.00| 20.00000 140.00| 10.00000 70.00
REFERTILIZATION | | |
0480 618.20 0.300 KG | 34.00000 10.20| 100.00000 30.00| 10.00000 3.00
ANNUAL RYE GRASS SEED | | |
0490 618.25 4.000 M3 | 35.00000 140.00| 40.00000 160.00| 35.00000 140.00
APPLIED WATER | | |
0500 619.1201 11.000 UN | 25.00000 275.00| 30.00000 330.00| 25.00000 275.00
MULCH - PLAN QUANTITY | | |
0510 621.54 100.000 EA | 45.00000 4500.00| 50.00000 5000.00| 40.00000 4000.00
DECIDUOUS SHRUBS (450 MM - 600 MM) | | |
GROUP A | | |
0520 627.71 400.000 M | 2.00000 800.00| 2.20000 880.00| 2.00000 800.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0530 627.73 200.000 M | 2.00000 400.00| 2.20000 440.00| 2.00000 400.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0540 627.77 5.000 M2 | 35.00000 175.00| 38.00000 190.00| 35.00000 175.00
REMOVING PAVEMENT MARKINGS | | |
0550 627.78 120.000 M | 1.25000 150.00| 1.35000 162.00| 1.25000 150.00
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0560 629.05 80.000 MH | 25.00000 2000.00| 22.00000 1760.00| 25.00000 2000.00
HAND LABOR, STRAIGHT TIME | | |
0570 631.12 40.000 HR | 80.00000 3200.00| 85.00000 3400.00| 75.00000 3000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0580 631.132 40.000 HR | 60.00000 2400.00| 45.00000 1800.00| 50.00000 2000.00
SMALL BULLDOZER (INCLUDING OPERATOR) | | |
0590 631.14 40.000 HR | 100.00000 4000.00| 75.00000 3000.00| 75.00000 3000.00
GRADER (INCLUDING OPERATOR) | | |
0600 631.15 40.000 HR | 50.00000 2000.00| 45.00000 1800.00| 50.00000 2000.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0610 631.172 80.000 HR | 45.00000 3600.00| 35.00000 2800.00| 40.00000 3200.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0620 631.36 40.000 MH | 35.00000 1400.00| 30.00000 1200.00| 30.00000 1200.00
FOREMAN | | |
0630 637.071 LUMP| 2500.00000 2500.00| 5000.00000 5000.00| 500.00000 500.00
DUST CONTROL | | |
LETTING DATE : 04/04/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 5
LOCATION : NEW SHARON TABULATION OF BIDS
CONTRACT ID : 007811.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000063 |( 3 ) 000118
|C P M CONSTRUCTORS |WYMAN & SIMPSON, INC. |STETSON & WATSON, J. V.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0640 639.18 1.000 EA | 6500.00000 6500.00| 3000.00000 3000.00| 3500.00000 3500.00
FIELD OFFICE TYPE A | | |
0650 652.31 10.000 EA | 60.00000 600.00| 50.00000 500.00| 75.00000 750.00
TYPE I BARRICADE | | |
0660 652.312 6.000 EA | 250.00000 1500.00| 150.00000 900.00| 200.00000 1200.00
TYPE III BARRICADE | | |
0670 652.33 20.000 EA | 55.00000 1100.00| 30.00000 600.00| 75.00000 1500.00
DRUM | | |
0680 652.34 20.000 EA | 20.00000 400.00| 20.00000 400.00| 30.00000 600.00
CONE | | |
0690 652.35 50.000 M2 | 105.00000 5250.00| 90.00000 4500.00| 125.00000 6250.00
CONSTRUCTION SIGNS | | |
0700 652.361 200.000 LS | 5000.00000 5000.00| 5000.00000 5000.00| 2500.00000 2500.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0710 652.38 500.000 MH | 12.50000 6250.00| 14.00000 7000.00| 12.00000 6000.00
FLAGGER | | |
0720 656.75 LUMP| 5500.00000 5500.00| 5000.00000 5000.00| 6000.00000 6000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0730 657.24 5.000 UN | 100.00000 500.00| 50.00000 250.00| 50.00000 250.00
SEEDING PITS | | |
0740 659.10 LUMP| 85000.00000 85000.00| 71000.00000 71000.00| 95000.00000 95000.00
MOBILIZATION | | |
0750 660.21 1000.000 MH | 1.00000 1000.00| 1.00000 1000.00| 1.00000 1000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 855,881.45| $ 904,004.00| $ 968,879.25
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 855,881.45| $ 904,004.00| $ 968,879.25
====================================================================================================================================
LETTING DATE : 04/04/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 6
LOCATION : NEW SHARON TABULATION OF BIDS
CONTRACT ID : 007811.00
=========
====================================================================================================================================
|( 4 ) 000032 |( 5 ) 000416 |( 6 ) 000272
|REED & REED INC. |T BUCK CONSTRUCTION INC. |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.19 20.000 LS | 50000.00000 50000.00| 45000.00000 45000.00| 35000.00000 35000.00
REMOVING EXISTING BRIDGE | | |
0020 203.20 4450.000 M3 | 8.00000 35600.00| 9.00000 40050.00| 10.00000 44500.00
COMMON EXCAVATION | | |
0030 203.25 280.000 M3 | 20.00000 5600.00| 12.50000 3500.00| 25.00000 7000.00
GRANULAR BORROW | | |
0040 204.41 53.000 M2 | 30.00000 1590.00| 12.00000 636.00| 35.00000 1855.00
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0050 206.082 470.000 M3 | 10.00000 4700.00| 25.00000 11750.00| 30.00000 14100.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0060 304.10 460.000 M3 | 30.00000 13800.00| 20.00000 9200.00| 19.00000 8740.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.207 150.000 MG | 70.00000 10500.00| 69.00000 10350.00| 75.00000 11250.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0080 403.209 20.000 MG | 80.00000 1600.00| 80.00000 1600.00| 95.00000 1900.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0090 403.210 170.000 MG | 70.00000 11900.00| 70.00000 11900.00| 75.00000 12750.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0100 409.15 375.000 L | 2.50000 937.50| 2.00000 750.00| 2.50000 937.50
BITUMINOUS TACK COAT APPLIED | | |
0110 501.231 1.000 EA | 4500.00000 4500.00| 5000.00000 5000.00| 7000.00000 7000.00
DYNAMIC LOADING TEST | | |
0120 501.50 230.000 M | 120.00000 27600.00| 130.00000 29900.00| 145.00000 33350.00
STEEL H-BEAM PILES 132 KG/M, DELIVERED | | |
0130 501.501 230.000 M | 20.00000 4600.00| 15.00000 3450.00| 24.00000 5520.00
STEEL H-BEAM PILES 132 KG/M, IN PLACE | | |
0140 501.90 10.000 EA | 100.00000 1000.00| 100.00000 1000.00| 250.00000 2500.00
PILE TIPS | | |
0150 501.91 10.000 EA | 200.00000 2000.00| 150.00000 1500.00| 200.00000 2000.00
PILE SPLICES | | |
0160 501.92 LUMP| 5000.00000 5000.00| 15000.00000 15000.00| 10000.00000 10000.00
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0170 502.219 77.000 LS | 75000.00000 75000.00| 79000.00000 79000.00| 60000.00000 60000.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0180 502.26 106.000 LS | 110000.00000 110000.00| 85000.00000 85000.00| 100000.00000 100000.00
STRUCTURAL CONCRETE ROADWAY AND | | |
SIDEWALK SLABS ON STEEL BRIDGES | | |
LETTING DATE : 04/04/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 7
LOCATION : NEW SHARON TABULATION OF BIDS
CONTRACT ID : 007811.00
=========
====================================================================================================================================
|( 4 ) 000032 |( 5 ) 000416 |( 6 ) 000272
|REED & REED INC. |T BUCK CONSTRUCTION INC. |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 502.31 22.000 LS | 9000.00000 9000.00| 7000.00000 7000.00| 7000.00000 7000.00
STRUCTURAL CONCRETE APPROACH SLABS | | |
0192 502.49 10.000 LS | 10000.00000 10000.00| 7000.00000 7000.00| 1500.00000 1500.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0200 503.12 22000.000 KG | 0.75000 16500.00| 0.64000 14080.00| 2.00000 44000.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0210 503.13 22000.000 KG | 0.70000 15400.00| 0.34000 7480.00| 0.50000 11000.00
REINFORCING STEEL, PLACING | | |
0220 504.70 60200.000 LS | 165000.00000 165000.00| 139000.00000 139000.00| 195000.00000 195000.00
STRUCTURAL STEEL FABRICATED AND | | |
DELIVERED | | |
0230 504.71 60200.000 LS | 25000.00000 25000.00| 13500.00000 13500.00| 25000.00000 25000.00
STRUCTURAL STEEL ERECTION | | |
0240 505.08 1340.000 LS | 2500.00000 2500.00| 2700.00000 2700.00| 2500.00000 2500.00
SHEAR CONNECTORS | | |
0250 507.0832 64.000 LS | 35000.00000 35000.00| 40000.00000 40000.00| 28000.00000 28000.00
STEEL BRIDGE RAILING, 4 BAR, | | |
TRAFFIC/BICYCLE | | |
0260 508.13 440.000 LS | 4500.00000 4500.00| 4000.00000 4000.00| 4000.00000 4000.00
MEMBRANE WATERPROOFING | | |
0270 510.10 LUMP| 125000.00000 125000.00| 180000.00000 180000.00| 140000.00000 140000.00
SPECIAL DETOUR_____(M) ROADWAY WIDTH | | |
VEHICULAR & PEDESTRIAN TRAFFIC NOT | | |
SEPARATED | | |
0280 514.06 1.000 EA | 1200.00000 1200.00| 2000.00000 2000.00| 1200.00000 1200.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0290 515.21 130.000 LS | 2500.00000 2500.00| 1200.00000 1200.00| 500.00000 500.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0300 526.301 40.000 LS | 7500.00000 7500.00| 3500.00000 3500.00| 5000.00000 5000.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0310 526.34 4.000 EA | 1500.00000 6000.00| 2000.00000 8000.00| 1500.00000 6000.00
PERMANENT CONCRETE TRANSITION BARRIER | | |
0320 603.17 27.000 M | 60.00000 1620.00| 75.00000 2025.00| 100.00000 2700.00
450 MM CULVERT PIPE OPTION I | | |
0330 606.1721 4.000 EA | 750.00000 3000.00| 1300.00000 5200.00| 1000.00000 4000.00
BRIDGE TRANSITION - TYPE 1 | | |
0340 606.265 2.000 EA | 30.00000 60.00| 60.00000 120.00| 65.00000 130.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0350 606.35 3.000 EA | 30.00000 90.00| 35.00000 105.00| 37.00000 111.00
GUARDRAIL DELINEATOR POST | | |
LETTING DATE : 04/04/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 8
LOCATION : NEW SHARON TABULATION OF BIDS
CONTRACT ID : 007811.00
=========
====================================================================================================================================
|( 4 ) 000032 |( 5 ) 000416 |( 6 ) 000272
|REED & REED INC. |T BUCK CONSTRUCTION INC. |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0360 606.36 65.000 M | 13.00000 845.00| 20.50000 1332.50| 22.00000 1430.00
GUARDRAIL REMOVED AND RESET | | |
0370 606.369 130.000 M | 4.00000 520.00| 3.25000 422.50| 4.00000 520.00
GUARDRAIL REMOVED AND STACKED | | |
0380 606.55 39.000 M | 67.00000 2613.00| 45.00000 1755.00| 48.00000 1872.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0390 606.60 16.000 M | 67.00000 1072.00| 46.00000 736.00| 48.00000 768.00
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0400 606.752 1.000 EA | 1000.00000 1000.00| 1800.00000 1800.00| 1700.00000 1700.00
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0410 606.76 1.000 EA | 1000.00000 1000.00| 1600.00000 1600.00| 1700.00000 1700.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0420 610.08 990.000 M3 | 50.00000 49500.00| 40.00000 39600.00| 75.00000 74250.00
PLAIN RIPRAP | | |
0430 610.18 55.000 M3 | 80.00000 4400.00| 55.00000 3025.00| 60.00000 3300.00
STONE DITCH PROTECTION | | |
0440 613.319 410.000 M2 | 4.00000 1640.00| 5.00000 2050.00| 3.00000 1230.00
TEMPORARY EROSION CONTROL BLANKET | | |
0450 615.07 22.000 M3 | 50.00000 1100.00| 35.00000 770.00| 30.00000 660.00
LOAM | | |
0460 618.1411 4.500 UN | 100.00000 450.00| 100.00000 450.00| 35.00000 157.50
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0470 618.19 7.000 KG | 9.00000 63.00| 9.00000 63.00| 25.00000 175.00
REFERTILIZATION | | |
0480 618.20 0.300 KG | 10.00000 3.00| 100.00000 30.00| 45.00000 13.50
ANNUAL RYE GRASS SEED | | |
0490 618.25 4.000 M3 | 35.00000 140.00| 35.00000 140.00| 150.00000 600.00
APPLIED WATER | | |
0500 619.1201 11.000 UN | 25.00000 275.00| 25.00000 275.00| 30.00000 330.00
MULCH - PLAN QUANTITY | | |
0510 621.54 100.000 EA | 45.00000 4500.00| 45.00000 4500.00| 50.00000 5000.00
DECIDUOUS SHRUBS (450 MM - 600 MM) | | |
GROUP A | | |
0520 627.71 400.000 M | 2.00000 800.00| 1.64000 656.00| 2.00000 800.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0530 627.73 200.000 M | 3.50000 700.00| 3.38000 676.00| 3.50000 700.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0540 627.77 5.000 M2 | 90.00000 450.00| 86.00000 430.00| 40.00000 200.00
REMOVING PAVEMENT MARKINGS | | |
0550 627.78 120.000 M | 5.00000 600.00| 5.00000 600.00| 3.00000 360.00
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
LETTING DATE : 04/04/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 9
LOCATION : NEW SHARON TABULATION OF BIDS
CONTRACT ID : 007811.00
=========
====================================================================================================================================
|( 4 ) 000032 |( 5 ) 000416 |( 6 ) 000272
|REED & REED INC. |T BUCK CONSTRUCTION INC. |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0560 629.05 80.000 MH | 25.00000 2000.00| 24.00000 1920.00| 25.00000 2000.00
HAND LABOR, STRAIGHT TIME | | |
0570 631.12 40.000 HR | 50.00000 2000.00| 70.00000 2800.00| 80.00000 3200.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0580 631.132 40.000 HR | 40.00000 1600.00| 50.00000 2000.00| 70.00000 2800.00
SMALL BULLDOZER (INCLUDING OPERATOR) | | |
0590 631.14 40.000 HR | 50.00000 2000.00| 80.00000 3200.00| 95.00000 3800.00
GRADER (INCLUDING OPERATOR) | | |
0600 631.15 40.000 HR | 40.00000 1600.00| 35.00000 1400.00| 60.00000 2400.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0610 631.172 80.000 HR | 30.00000 2400.00| 40.00000 3200.00| 45.00000 3600.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0620 631.36 40.000 MH | 35.00000 1400.00| 27.00000 1080.00| 35.00000 1400.00
FOREMAN | | |
0630 637.071 LUMP| 1500.00000 1500.00| 2000.00000 2000.00| 3000.00000 3000.00
DUST CONTROL | | |
0640 639.18 1.000 EA | 6500.00000 6500.00| 4500.00000 4500.00| 6000.00000 6000.00
FIELD OFFICE TYPE A | | |
0650 652.31 10.000 EA | 100.00000 1000.00| 75.00000 750.00| 55.00000 550.00
TYPE I BARRICADE | | |
0660 652.312 6.000 EA | 150.00000 900.00| 300.00000 1800.00| 500.00000 3000.00
TYPE III BARRICADE | | |
0670 652.33 20.000 EA | 70.00000 1400.00| 60.00000 1200.00| 55.00000 1100.00
DRUM | | |
0680 652.34 20.000 EA | 15.00000 300.00| 20.00000 400.00| 18.00000 360.00
CONE | | |
0690 652.35 50.000 M2 | 100.00000 5000.00| 110.00000 5500.00| 120.00000 6000.00
CONSTRUCTION SIGNS | | |
0700 652.361 200.000 LS | 10000.00000 10000.00| 5000.00000 5000.00| 5000.00000 5000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0710 652.38 500.000 MH | 13.00000 6500.00| 14.00000 7000.00| 13.00000 6500.00
FLAGGER | | |
0720 656.75 LUMP| 7500.00000 7500.00| 10000.00000 10000.00| 10000.00000 10000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0730 657.24 5.000 UN | 10.00000 50.00| 500.00000 2500.00| 40.00000 200.00
SEEDING PITS | | |
0740 659.10 LUMP| 100000.00000 100000.00| 169000.00000 169000.00| 100000.00000 100000.00
MOBILIZATION | | |
LETTING DATE : 04/04/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 10
LOCATION : NEW SHARON TABULATION OF BIDS
CONTRACT ID : 007811.00
=========
====================================================================================================================================
|( 4 ) 000032 |( 5 ) 000416 |( 6 ) 000272
|REED & REED INC. |T BUCK CONSTRUCTION INC. |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0750 660.21 1000.000 MH | 0.01000 10.00| 14.85000 14850.00| 1.00000 1000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 1,021,128.50| $ 1,092,507.00| $ 1,093,719.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,021,128.50| $ 1,092,507.00| $ 1,093,719.50
====================================================================================================================================