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LETTING DATE : 11/07/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/01
PAGE : 1
LOCATION : SOUTH BERWICK TABULATION OF BIDS
CONTRACT ID : 008943.00
=========
COMPLETION DATE : 01/11/02
PROJECT(S): BR-8943(00)X COUNTIE(S) : YORK 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 000063 WYMAN & SIMPSON, INC. $ 334,946.00 100.0000%
2 000416 T BUCK CONSTRUCTION INC. $ 369,548.50 110.3308%
3 001198 BAYVIEW CONSTRUCTION, CROPORATION. $ 385,185.00 114.9991%
4 000768 MOORES MARINE CONSTRUCTION, CORP. $ 404,163.10 120.6652%
5 000164 C P M CONSTRUCTORS $ 416,394.40 124.3169%
6 000272 A & V CONSTRUCTION, CORP. $ 450,189.00 134.4064%
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 000416 |( 3 ) 001198
|WYMAN & SIMPSON, INC. |T BUCK CONSTRUCTION INC. |BAYVIEW CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 201.23 1.000 EA | 250.00000 250.00| 200.00000 200.00| 200.00000 200.00
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 1.000 EA | 250.00000 250.00| 170.00000 170.00| 200.00000 200.00
REMOVING STUMP | | |
0030 202.19 1.000 LS | 25000.00000 25000.00| 6000.00000 6000.00| 30000.00000 30000.00
REMOVING EXISTING BRIDGE | | |
0040 203.20 340.000 M3 | 12.00000 4080.00| 9.25000 3145.00| 8.00000 2720.00
COMMON EXCAVATION | | |
0050 203.24 105.000 M3 | 13.00000 1365.00| 22.50000 2362.50| 17.00000 1785.00
COMMON BORROW | | |
0060 203.25 225.000 M3 | 19.00000 4275.00| 23.00000 5175.00| 19.00000 4275.00
GRANULAR BORROW | | |
0070 206.082 395.000 M3 | 26.00000 10270.00| 18.00000 7110.00| 15.00000 5925.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0080 206.092 40.000 M3 | 75.00000 3000.00| 75.00000 3000.00| 8.00000 320.00
STRUCTURAL ROCK EXCAVATION - MAJOR | | |
STRUCTURES | | |
0090 304.10 330.000 M3 | 18.50000 6105.00| 27.00000 8910.00| 30.00000 9900.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
LETTING DATE : 11/07/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/01
PAGE : 2
LOCATION : SOUTH BERWICK TABULATION OF BIDS
CONTRACT ID : 008943.00
=========
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 000416 |( 3 ) 001198
|WYMAN & SIMPSON, INC. |T BUCK CONSTRUCTION INC. |BAYVIEW CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 403.208 55.000 MG | 125.00000 6875.00| 150.00000 8250.00| 150.00000 8250.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0110 403.213 65.000 MG | 125.00000 8125.00| 150.00000 9750.00| 150.00000 9750.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX | | |
SIZE - BASE | | |
0120 409.15 55.000 L | 6.00000 330.00| 10.00000 550.00| 10.00000 550.00
BITUMINOUS TACK COAT APPLIED | | |
0130 501.40 120.000 M | 120.00000 14400.00| 167.00000 20040.00| 164.00000 19680.00
STEEL H-BEAM PILES 79 KG/M, DELIVERED | | |
0140 501.401 120.000 M | 10.00000 1200.00| 10.00000 1200.00| 10.00000 1200.00
STEEL H-BEAM PILES 79 KG/M, IN PLACE | | |
0150 501.90 8.000 EA | 150.00000 1200.00| 100.00000 800.00| 100.00000 800.00
PILE TIPS | | |
0160 501.91 8.000 EA | 75.00000 600.00| 10.00000 80.00| 10.00000 80.00
PILE SPLICES | | |
0170 501.92 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 16000.00000 16000.00
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0180 502.219 15.000 LS | 30000.00000 30000.00| 11000.00000 11000.00| 19000.00000 19000.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0190 502.26 55.000 LS | 38000.00000 38000.00| 50000.00000 50000.00| 50000.00000 50000.00
STRUCTURAL CONCRETE ROADWAY AND | | |
SIDEWALK SLABS ON STEEL BRIDGES | | |
0200 502.49 28.000 LS | 25000.00000 25000.00| 16000.00000 16000.00| 31000.00000 31000.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0210 503.12 3350.000 KG | 1.00000 3350.00| 1.30000 4355.00| 0.70000 2345.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0220 503.13 3350.000 KG | 0.50000 1675.00| 0.38000 1273.00| 0.50000 1675.00
REINFORCING STEEL, PLACING | | |
0230 504.70 12670.000 LS | 30000.00000 30000.00| 38000.00000 38000.00| 41000.00000 41000.00
STRUCTURAL STEEL FABRICATED AND | | |
DELIVERED | | |
0240 504.71 12670.000 LS | 4000.00000 4000.00| 10500.00000 10500.00| 5500.00000 5500.00
STRUCTURAL STEEL ERECTION | | |
0250 505.08 488.000 LS | 1500.00000 1500.00| 2300.00000 2300.00| 1500.00000 1500.00
SHEAR CONNECTORS | | |
0260 507.0811 30.000 LS | 9000.00000 9000.00| 10000.00000 10000.00| 8500.00000 8500.00
STEEL BRIDGE RAILING, 2 BAR | | |
0270 513.11 70.000 M2 | 50.00000 3500.00| 160.00000 11200.00| 40.00000 2800.00
SLOPE PROTECTION - GRANITE BLOCK | | |
LETTING DATE : 11/07/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/01
PAGE : 3
LOCATION : SOUTH BERWICK TABULATION OF BIDS
CONTRACT ID : 008943.00
=========
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 000416 |( 3 ) 001198
|WYMAN & SIMPSON, INC. |T BUCK CONSTRUCTION INC. |BAYVIEW CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0280 514.06 1.000 EA | 700.00000 700.00| 1500.00000 1500.00| 1500.00000 1500.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0290 515.21 275.000 LS | 1000.00000 1000.00| 900.00000 900.00| 1500.00000 1500.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0300 526.34 4.000 EA | 1650.00000 6600.00| 1500.00000 6000.00| 2000.00000 8000.00
PERMANENT CONCRETE TRANSITION BARRIER | | |
0310 606.1721 4.000 EA | 1075.00000 4300.00| 1000.00000 4000.00| 1000.00000 4000.00
BRIDGE TRANSITION - TYPE 1 | | |
0320 606.35 4.000 EA | 32.00000 128.00| 30.00000 120.00| 30.00000 120.00
GUARDRAIL DELINEATOR POST | | |
0330 606.361 25.000 M | 28.00000 700.00| 26.00000 650.00| 30.00000 750.00
GUARDRAIL REMOVE AND RESET TYPE 3B | | |
0340 606.55 20.000 M | 115.00000 2300.00| 107.00000 2140.00| 110.00000 2200.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0350 606.74 46.000 M | 138.00000 6348.00| 128.00000 5888.00| 135.00000 6210.00
GUARDRAIL TYPE 3 - SINGLE RAIL BRIDGE | | |
MOUNTED | | |
0360 606.78 2.000 EA | 860.00000 1720.00| 800.00000 1600.00| 1000.00000 2000.00
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
0370 610.08 230.000 M3 | 45.00000 10350.00| 55.00000 12650.00| 40.00000 9200.00
PLAIN RIPRAP | | |
0380 613.319 50.000 M2 | 4.00000 200.00| 12.00000 600.00| 10.00000 500.00
TEMPORARY EROSION CONTROL BLANKET | | |
0390 615.07 15.000 M3 | 30.00000 450.00| 65.00000 975.00| 35.00000 525.00
LOAM | | |
0400 617.381 225.000 M3 | 26.00000 5850.00| 47.50000 10687.50| 40.00000 9000.00
WOOD WASTE EROSION CONTROL MIX | | |
0410 618.1411 3.000 UN | 220.00000 660.00| 50.00000 150.00| 30.00000 90.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0420 619.1201 2.000 UN | 110.00000 220.00| 75.00000 150.00| 30.00000 60.00
MULCH - PLAN QUANTITY | | |
0430 620.58 325.000 M2 | 2.00000 650.00| 2.50000 812.50| 5.00000 1625.00
EROSION CONTROL GEOTEXTILE | | |
0440 629.05 10.000 MH | 22.00000 220.00| 25.00000 250.00| 35.00000 350.00
HAND LABOR, STRAIGHT TIME | | |
0450 631.12 20.000 HR | 85.00000 1700.00| 125.00000 2500.00| 125.00000 2500.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0460 631.132 20.000 HR | 40.00000 800.00| 60.00000 1200.00| 65.00000 1300.00
SMALL BULLDOZER (INCLUDING OPERATOR) | | |
0470 631.14 20.000 HR | 50.00000 1000.00| 120.00000 2400.00| 115.00000 2300.00
GRADER (INCLUDING OPERATOR) | | |
LETTING DATE : 11/07/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/01
PAGE : 4
LOCATION : SOUTH BERWICK TABULATION OF BIDS
CONTRACT ID : 008943.00
=========
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 000416 |( 3 ) 001198
|WYMAN & SIMPSON, INC. |T BUCK CONSTRUCTION INC. |BAYVIEW CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0480 631.15 20.000 HR | 35.00000 700.00| 55.00000 1100.00| 75.00000 1500.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0490 631.172 20.000 HR | 35.00000 700.00| 50.00000 1000.00| 50.00000 1000.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0500 639.19 1.000 EA | 1500.00000 1500.00| 2500.00000 2500.00| 7500.00000 7500.00
FIELD OFFICE TYPE B | | |
0510 652.39 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 3500.00000 3500.00
WORK ZONE TRAFFIC CONTROL | | |
0520 656.75 LUMP| 3500.00000 3500.00| 4500.00000 4500.00| 2500.00000 2500.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0530 659.10 LUMP| 31500.00000 31500.00| 56405.00000 56405.00| 38000.00000 38000.00
MOBILIZATION | | |
0540 501.231 1.000 EA | 2800.00000 2800.00| 2500.00000 2500.00| 2500.00000 2500.00
DYNAMIC LOADING TEST | | |
SECTION TOTALS | $ 334,946.00| $ 369,548.50| $ 385,185.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 334,946.00| $ 369,548.50| $ 385,185.00
====================================================================================================================================
LETTING DATE : 11/07/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/01
PAGE : 5
LOCATION : SOUTH BERWICK TABULATION OF BIDS
CONTRACT ID : 008943.00
=========
====================================================================================================================================
|( 4 ) 000768 |( 5 ) 000164 |( 6 ) 000272
|MOORES MARINE CONSTRUCTION, |C P M CONSTRUCTORS |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 201.23 1.000 EA | 1535.00000 1535.00| 1000.00000 1000.00| 350.00000 350.00
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 1.000 EA | 717.00000 717.00| 300.00000 300.00| 150.00000 150.00
REMOVING STUMP | | |
0030 202.19 1.000 LS | 19372.00000 19372.00| 44000.00000 44000.00| 20000.00000 20000.00
REMOVING EXISTING BRIDGE | | |
0040 203.20 340.000 M3 | 28.08000 9547.20| 12.00000 4080.00| 9.00000 3060.00
COMMON EXCAVATION | | |
0050 203.24 105.000 M3 | 24.47000 2569.35| 30.00000 3150.00| 10.00000 1050.00
COMMON BORROW | | |
0060 203.25 225.000 M3 | 27.95000 6288.75| 25.00000 5625.00| 25.00000 5625.00
GRANULAR BORROW | | |
0070 206.082 395.000 M3 | 28.87000 11403.65| 12.00000 4740.00| 20.00000 7900.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0080 206.092 40.000 M3 | 84.00000 3360.00| 0.01000 0.40| 30.00000 1200.00
STRUCTURAL ROCK EXCAVATION - MAJOR | | |
STRUCTURES | | |
0090 304.10 330.000 M3 | 31.86000 10513.80| 30.00000 9900.00| 20.00000 6600.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0100 403.208 55.000 MG | 141.00000 7755.00| 120.00000 6600.00| 125.00000 6875.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0110 403.213 65.000 MG | 141.00000 9165.00| 120.00000 7800.00| 125.00000 8125.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX | | |
SIZE - BASE | | |
0120 409.15 55.000 L | 6.00000 330.00| 5.00000 275.00| 10.00000 550.00
BITUMINOUS TACK COAT APPLIED | | |
0130 501.40 120.000 M | 54.62000 6554.40| 175.00000 21000.00| 165.00000 19800.00
STEEL H-BEAM PILES 79 KG/M, DELIVERED | | |
0140 501.401 120.000 M | 61.60000 7392.00| 10.00000 1200.00| 10.00000 1200.00
STEEL H-BEAM PILES 79 KG/M, IN PLACE | | |
0150 501.90 8.000 EA | 233.00000 1864.00| 100.00000 800.00| 100.00000 800.00
PILE TIPS | | |
0160 501.91 8.000 EA | 355.00000 2840.00| 10.00000 80.00| 10.00000 80.00
PILE SPLICES | | |
0170 501.92 LUMP| 6042.00000 6042.00| 10000.00000 10000.00| 15000.00000 15000.00
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0180 502.219 15.000 LS | 24449.00000 24449.00| 20000.00000 20000.00| 40000.00000 40000.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
LETTING DATE : 11/07/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/01
PAGE : 6
LOCATION : SOUTH BERWICK TABULATION OF BIDS
CONTRACT ID : 008943.00
=========
====================================================================================================================================
|( 4 ) 000768 |( 5 ) 000164 |( 6 ) 000272
|MOORES MARINE CONSTRUCTION, |C P M CONSTRUCTORS |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 502.26 55.000 LS | 52296.00000 52296.00| 60000.00000 60000.00| 75000.00000 75000.00
STRUCTURAL CONCRETE ROADWAY AND | | |
SIDEWALK SLABS ON STEEL BRIDGES | | |
0200 502.49 28.000 LS | 37073.00000 37073.00| 15000.00000 15000.00| 35000.00000 35000.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0210 503.12 3350.000 KG | 0.64000 2144.00| 1.00000 3350.00| 1.50000 5025.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0220 503.13 3350.000 KG | 3.09000 10351.50| 2.50000 8375.00| 1.50000 5025.00
REINFORCING STEEL, PLACING | | |
0230 504.70 12670.000 LS | 38065.00000 38065.00| 40000.00000 40000.00| 40000.00000 40000.00
STRUCTURAL STEEL FABRICATED AND | | |
DELIVERED | | |
0240 504.71 12670.000 LS | 10450.00000 10450.00| 20000.00000 20000.00| 15000.00000 15000.00
STRUCTURAL STEEL ERECTION | | |
0250 505.08 488.000 LS | 1747.00000 1747.00| 1500.00000 1500.00| 1500.00000 1500.00
SHEAR CONNECTORS | | |
0260 507.0811 30.000 LS | 10757.00000 10757.00| 10000.00000 10000.00| 10000.00000 10000.00
STEEL BRIDGE RAILING, 2 BAR | | |
0270 513.11 70.000 M2 | 28.00000 1960.00| 120.00000 8400.00| 200.00000 14000.00
SLOPE PROTECTION - GRANITE BLOCK | | |
0280 514.06 1.000 EA | 1500.00000 1500.00| 750.00000 750.00| 1400.00000 1400.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0290 515.21 275.000 LS | 2791.00000 2791.00| 750.00000 750.00| 350.00000 350.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0300 526.34 4.000 EA | 2701.00000 10804.00| 900.00000 3600.00| 750.00000 3000.00
PERMANENT CONCRETE TRANSITION BARRIER | | |
0310 606.1721 4.000 EA | 1208.00000 4832.00| 1000.00000 4000.00| 1000.00000 4000.00
BRIDGE TRANSITION - TYPE 1 | | |
0320 606.35 4.000 EA | 36.00000 144.00| 30.00000 120.00| 31.00000 124.00
GUARDRAIL DELINEATOR POST | | |
0330 606.361 25.000 M | 32.00000 800.00| 27.00000 675.00| 20.00000 500.00
GUARDRAIL REMOVE AND RESET TYPE 3B | | |
0340 606.55 20.000 M | 128.00000 2560.00| 107.00000 2140.00| 120.00000 2400.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0350 606.74 46.000 M | 155.00000 7130.00| 129.00000 5934.00| 175.00000 8050.00
GUARDRAIL TYPE 3 - SINGLE RAIL BRIDGE | | |
MOUNTED | | |
0360 606.78 2.000 EA | 967.00000 1934.00| 800.00000 1600.00| 800.00000 1600.00
LOW VOLUME GUARDRAIL END - TYPE 3 | | |
0370 610.08 230.000 M3 | 49.89000 11474.70| 50.00000 11500.00| 80.00000 18400.00
PLAIN RIPRAP | | |