Skip Maine state header navigation
LETTING DATE : 01/03/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/08/03
PAGE : 1
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 010154.00 COMPLETION DATE : 10/15/03
=========
PROJECT(S): BR-1015(400)X LOCATION(S): Limerick MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : BRIDGE CULVERT REPLACEMENT NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000116 SHAW BROTHERS CONSTRUCTION, INC. $ 295,898.00 100.0000%
2 000063 WYMAN & SIMPSON, INC. $ 334,955.00 113.1995%
3 000403 PRATT & SONS INC. $ 338,739.00 114.4783%
4 000416 T BUCK CONSTRUCTION INC. $ 372,967.75 126.0461%
5 001095 GORHAM SAND & GRAVEL, INC. $ 398,686.00 134.7376%
6 000164 C P M CONSTRUCTORS $ 419,949.00 141.9236%
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000063 |( 3 ) 000403
|SHAW BROTHERS CONSTRUCTION, |WYMAN & SIMPSON, INC. |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 203.20 330.000 M3 | 26.00000 8580.00| 11.00000 3630.00| 20.00000 6600.00
COMMON EXCAVATION | | |
0020 203.24 20.000 M3 | 13.00000 260.00| 15.00000 300.00| 16.00000 320.00
COMMON BORROW | | |
0030 203.25 350.000 M3 | 26.00000 9100.00| 20.00000 7000.00| 47.00000 16450.00
GRANULAR BORROW | | |
0040 204.41 290.000 M2 | 12.00000 3480.00| 55.00000 15950.00| 12.00000 3480.00
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0050 206.061 12.000 M3 | 33.00000 396.00| 30.00000 360.00| 33.00000 396.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0060 304.10 310.000 M3 | 33.00000 10230.00| 20.00000 6200.00| 30.00000 9300.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.207 170.000 MG | 80.00000 13600.00| 80.00000 13600.00| 210.00000 35700.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0080 403.208 110.000 MG | 92.00000 10120.00| 95.00000 10450.00| 210.00000 23100.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0090 502.328 7.500 M3 | 1335.00000 10012.50| 1450.00000 10875.00| 1100.00000 8250.00
STRUCTURAL CONCRETE CULVERT TOE WALL | | |
LETTING DATE : 01/03/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/08/03
PAGE : 2
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 010154.00
=========
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000063 |( 3 ) 000403
|SHAW BROTHERS CONSTRUCTION, |WYMAN & SIMPSON, INC. |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 503.12 170.000 KG | 6.60000 1122.00| 3.00000 510.00| 5.00000 850.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0110 503.13 170.000 KG | 4.40000 748.00| 2.00000 340.00| 4.00000 680.00
REINFORCING STEEL, PLACING | | |
0120 509.19 10640.000 LS | 89000.00000 89000.00| 139000.00000 139000.00| 101000.00000 101000.00
ALUMINUM ALLOY STRUCTURAL PLATE PIPE | | |
ARCH | | |
0130 511.07 LUMP| 2000.00000 2000.00| 5000.00000 5000.00| 13000.00000 13000.00
COFFERDAM: Downstream | | |
0140 511.07 LUMP| 3000.00000 3000.00| 5000.00000 5000.00| 13000.00000 13000.00
COFFERDAM: Upstream | | |
0150 526.301 22.000 LS | 2500.00000 2500.00| 2000.00000 2000.00| 330.00000 330.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0160 606.265 1.000 EA | 30.00000 30.00| 65.00000 65.00| 26.50000 26.50
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0170 606.35 6.000 EA | 22.00000 132.00| 38.00000 228.00| 23.00000 138.00
GUARDRAIL DELINEATOR POST | | |
0180 606.55 252.000 M | 42.00000 10584.00| 38.00000 9576.00| 45.00000 11340.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0190 606.60 12.000 M | 52.00000 624.00| 42.00000 504.00| 55.00000 660.00
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0200 606.752 3.000 EA | 500.00000 1500.00| 700.00000 2100.00| 630.00000 1890.00
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0210 606.76 3.000 EA | 1400.00000 4200.00| 1600.00000 4800.00| 1500.00000 4500.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0220 610.16 560.000 M3 | 60.00000 33600.00| 55.00000 30800.00| 42.00000 23520.00
HEAVY RIPRAP | | |
0230 615.07 65.000 M3 | 65.00000 4225.00| 30.00000 1950.00| 50.00000 3250.00
LOAM | | |
0240 617.381 130.000 M3 | 10.50000 1365.00| 33.00000 4290.00| 41.00000 5330.00
EROSION CONTROL MIX | | |
0250 618.1401 19.000 UN | 40.00000 760.00| 30.00000 570.00| 41.00000 779.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0260 619.1201 19.000 UN | 20.00000 380.00| 13.00000 247.00| 33.00000 627.00
MULCH - PLAN QUANTITY | | |
0270 620.58 530.000 M2 | 6.00000 3180.00| 3.00000 1590.00| 2.00000 1060.00
EROSION CONTROL GEOTEXTILE | | |
0280 627.71 530.000 M | 2.50000 1325.00| 1.50000 795.00| 1.75000 927.50
100 MM WHITE PAVEMENT MARKING LINE | | |
LETTING DATE : 01/03/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/08/03
PAGE : 3
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 010154.00
=========
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000063 |( 3 ) 000403
|SHAW BROTHERS CONSTRUCTION, |WYMAN & SIMPSON, INC. |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 627.73 110.000 M | 3.50000 385.00| 2.50000 275.00| 2.50000 275.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0300 629.05 10.000 HR | 30.00000 300.00| 25.00000 250.00| 36.00000 360.00
HAND LABOR, STRAIGHT TIME | | |
0310 631.12 10.000 HR | 130.00000 1300.00| 85.00000 850.00| 113.00000 1130.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0320 631.14 10.000 HR | 130.00000 1300.00| 65.00000 650.00| 160.00000 1600.00
GRADER (INCLUDING OPERATOR) | | |
0330 631.15 10.000 HR | 75.00000 750.00| 40.00000 400.00| 90.00000 900.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0340 631.171 10.000 HR | 50.00000 500.00| 30.00000 300.00| 42.00000 420.00
TRUCK - SMALL (INCLUDING OPERATOR) | | |
0350 637.071 LUMP| 1000.00000 1000.00| 1500.00000 1500.00| 550.00000 550.00
DUST CONTROL | | |
0360 639.19 1.000 EA | 2500.00000 2500.00| 2000.00000 2000.00| 3200.00000 3200.00
FIELD OFFICE TYPE B | | |
0370 652.39 LUMP| 30000.00000 30000.00| 15000.00000 15000.00| 18800.00000 18800.00
WORK ZONE TRAFFIC CONTROL | | |
0380 656.75 LUMP| 3000.00000 3000.00| 4000.00000 4000.00| 3000.00000 3000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0390 659.10 LUMP| 28809.50000 28809.50| 32000.00000 32000.00| 22000.00000 22000.00
MOBILIZATION | | |
SECTION TOTALS | $ 295,898.00| $ 334,955.00| $ 338,739.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 295,898.00| $ 334,955.00| $ 338,739.00
====================================================================================================================================
LETTING DATE : 01/03/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/08/03
PAGE : 4
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 010154.00
=========
====================================================================================================================================
|( 4 ) 000416 |( 5 ) 001095 |( 6 ) 000164
|T BUCK CONSTRUCTION INC. |GORHAM SAND & GRAVEL, INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 203.20 330.000 M3 | 11.00000 3630.00| 9.00000 2970.00| 15.00000 4950.00
COMMON EXCAVATION | | |
0020 203.24 20.000 M3 | 25.60000 512.00| 15.00000 300.00| 50.00000 1000.00
COMMON BORROW | | |
0030 203.25 350.000 M3 | 22.95000 8032.50| 16.00000 5600.00| 30.00000 10500.00
GRANULAR BORROW | | |
0040 204.41 290.000 M2 | 48.55000 14079.50| 6.00000 1740.00| 15.00000 4350.00
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0050 206.061 12.000 M3 | 30.00000 360.00| 75.00000 900.00| 50.00000 600.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0060 304.10 310.000 M3 | 23.95000 7424.50| 20.00000 6200.00| 35.00000 10850.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.207 170.000 MG | 75.00000 12750.00| 80.00000 13600.00| 75.00000 12750.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0080 403.208 110.000 MG | 88.00000 9680.00| 95.00000 10450.00| 88.00000 9680.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0090 502.328 7.500 M3 | 650.00000 4875.00| 1000.00000 7500.00| 1250.00000 9375.00
STRUCTURAL CONCRETE CULVERT TOE WALL | | |
0100 503.12 170.000 KG | 1.25000 212.50| 5.00000 850.00| 5.00000 850.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0110 503.13 170.000 KG | 2.00000 340.00| 5.00000 850.00| 5.00000 850.00
REINFORCING STEEL, PLACING | | |
0120 509.19 10640.000 LS | 137000.00000 137000.00| 179500.00000 179500.00| 130000.00000 130000.00
ALUMINUM ALLOY STRUCTURAL PLATE PIPE | | |
ARCH | | |
0130 511.07 LUMP| 18700.00000 18700.00| 20000.00000 20000.00| 40000.00000 40000.00
COFFERDAM: Downstream | | |
0140 511.07 LUMP| 29800.00000 29800.00| 50000.00000 50000.00| 40000.00000 40000.00
COFFERDAM: Upstream | | |
0150 526.301 22.000 LS | 3950.00000 3950.00| 1800.00000 1800.00| 1000.00000 1000.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0160 606.265 1.000 EA | 60.00000 60.00| 100.00000 100.00| 60.00000 60.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0170 606.35 6.000 EA | 35.00000 210.00| 50.00000 300.00| 35.00000 210.00
GUARDRAIL DELINEATOR POST | | |
LETTING DATE : 01/03/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/08/03
PAGE : 5
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 010154.00
=========
====================================================================================================================================
|( 4 ) 000416 |( 5 ) 001095 |( 6 ) 000164
|T BUCK CONSTRUCTION INC. |GORHAM SAND & GRAVEL, INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 606.55 252.000 M | 35.50000 8946.00| 43.00000 10836.00| 36.00000 9072.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0190 606.60 12.000 M | 39.00000 468.00| 40.00000 480.00| 40.00000 480.00
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0200 606.752 3.000 EA | 1050.00000 3150.00| 1000.00000 3000.00| 750.00000 2250.00
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0210 606.76 3.000 EA | 1500.00000 4500.00| 1900.00000 5700.00| 1500.00000 4500.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0220 610.16 560.000 M3 | 40.50000 22680.00| 52.00000 29120.00| 50.00000 28000.00
HEAVY RIPRAP | | |
0230 615.07 65.000 M3 | 43.85000 2850.25| 34.00000 2210.00| 60.00000 3900.00
LOAM | | |
0240 617.381 130.000 M3 | 42.75000 5557.50| 14.00000 1820.00| 50.00000 6500.00
EROSION CONTROL MIX | | |
0250 618.1401 19.000 UN | 28.00000 532.00| 33.00000 627.00| 35.00000 665.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0260 619.1201 19.000 UN | 12.00000 228.00| 17.00000 323.00| 28.00000 532.00
MULCH - PLAN QUANTITY | | |
0270 620.58 530.000 M2 | 2.50000 1325.00| 2.00000 1060.00| 2.00000 1060.00
EROSION CONTROL GEOTEXTILE | | |
0280 627.71 530.000 M | 1.50000 795.00| 4.00000 2120.00| 1.50000 795.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0290 627.73 110.000 M | 2.00000 220.00| 8.00000 880.00| 2.00000 220.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0300 629.05 10.000 HR | 30.00000 300.00| 25.00000 250.00| 25.00000 250.00
HAND LABOR, STRAIGHT TIME | | |
0310 631.12 10.000 HR | 120.00000 1200.00| 95.00000 950.00| 75.00000 750.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0320 631.14 10.000 HR | 200.00000 2000.00| 125.00000 1250.00| 100.00000 1000.00
GRADER (INCLUDING OPERATOR) | | |
0330 631.15 10.000 HR | 65.00000 650.00| 55.00000 550.00| 50.00000 500.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0340 631.171 10.000 HR | 55.00000 550.00| 35.00000 350.00| 45.00000 450.00
TRUCK - SMALL (INCLUDING OPERATOR) | | |
0350 637.071 LUMP| 2100.00000 2100.00| 3000.00000 3000.00| 2500.00000 2500.00
DUST CONTROL | | |
0360 639.19 1.000 EA | 5000.00000 5000.00| 3000.00000 3000.00| 5000.00000 5000.00
FIELD OFFICE TYPE B | | |
LETTING DATE : 01/03/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/08/03
PAGE : 6
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 010154.00
=========
====================================================================================================================================
|( 4 ) 000416 |( 5 ) 001095 |( 6 ) 000164
|T BUCK CONSTRUCTION INC. |GORHAM SAND & GRAVEL, INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0370 652.39 LUMP| 26800.00000 26800.00| 8500.00000 8500.00| 25000.00000 25000.00
WORK ZONE TRAFFIC CONTROL | | |
0380 656.75 LUMP| 4000.00000 4000.00| 7000.00000 7000.00| 7500.00000 7500.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0390 659.10 LUMP| 27500.00000 27500.00| 13000.00000 13000.00| 42000.00000 42000.00
MOBILIZATION | | |
SECTION TOTALS | $ 372,967.75| $ 398,686.00| $ 419,949.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 372,967.75| $ 398,686.00| $ 419,949.00
====================================================================================================================================