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LETTING DATE : 01/03/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 1
LOCATION : LIVERMORE FALLS TABULATION OF BIDS
CONTRACT ID : 004313.01
=========
PROJECT(S): STP-4313(01)X COUNTIE(S) : ANDROSCOGGIN MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : _______________________________
CONTRACT DESCRIPTION : A HIGHWAY RECONSTRUCTION NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000241 E L VINING & SON INC. $ 803,677.00 100.0000%
2 000063 WYMAN & SIMPSON, INC. $ 936,619.00 116.5417%
3 000079 R J GRONDIN & SONS, INC. $ 947,653.95 117.9148%
4 000036 H E SARGENT, INC. $ 950,597.00 118.2810%
5 000403 PRATT & SONS INC. $ 989,141.70 123.0770%
6 000272 A & V CONSTRUCTION, CORP. $ 999,272.00 124.3375%
7 000460 M & H LOGGING AND CONSTRUCTION $ 1,128,095.30 140.3668%
8 000855 BRIDGECORP $ 1,366,798.90 170.0682%
====================================================================================================================================
|( 1 ) 000241 |( 2 ) 000063 |( 3 ) 000079
|E L VINING & SON INC. |WYMAN & SIMPSON, INC. |R J GRONDIN & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 107.27 LUMP| 25000.00000 25000.00| 14500.00000 14500.00| 1200.00000 1200.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 201.23 6.000 EA | 500.00000 3000.00| 325.00000 1950.00| 125.00000 750.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 13.000 EA | 250.00000 3250.00| 140.00000 1820.00| 275.00000 3575.00
REMOVING STUMP | | |
0040 203.20 6000.000 M3 | 8.30000 49800.00| 14.20000 85200.00| 8.00000 48000.00
COMMON EXCAVATION | | |
0050 203.25 115.000 M3 | 13.00000 1495.00| 25.00000 2875.00| 6.20000 713.00
GRANULAR BORROW | | |
0060 206.061 100.000 M3 | 23.00000 2300.00| 20.00000 2000.00| 5.75000 575.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0070 304.10 5100.000 M3 | 14.00000 71400.00| 17.00000 86700.00| 14.35000 73185.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.207 2220.000 MG | 39.00000 86580.00| 42.00000 93240.00| 38.90000 86358.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
LETTING DATE : 01/03/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 2
LOCATION : LIVERMORE FALLS TABULATION OF BIDS
CONTRACT ID : 004313.01
=========
====================================================================================================================================
|( 1 ) 000241 |( 2 ) 000063 |( 3 ) 000079
|E L VINING & SON INC. |WYMAN & SIMPSON, INC. |R J GRONDIN & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0090 403.208 1930.000 MG | 43.00000 82990.00| 46.00000 88780.00| 43.00000 82990.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0100 403.209 200.000 MG | 110.00000 22000.00| 100.00000 20000.00| 145.00000 29000.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0110 403.211 25.000 MG | 70.00000 1750.00| 75.00000 1875.00| 85.00000 2125.00
HOT MIX ASPHALT (SHIM) | | |
0120 409.15 1950.000 L | 2.50000 4875.00| 2.50000 4875.00| 2.25000 4387.50
BITUMINOUS TACK COAT APPLIED | | |
0130 502.21 8.000 M3 | 550.00000 4400.00| 710.00000 5680.00| 600.00000 4800.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0140 503.12 300.000 KG | 1.00000 300.00| 1.50000 450.00| 1.00000 300.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0150 503.13 300.000 KG | 3.00000 900.00| 1.50000 450.00| 2.00000 600.00
REINFORCING STEEL, PLACING | | |
0160 514.06 1.000 EA | 250.00000 250.00| 1200.00000 1200.00| 1200.00000 1200.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0170 515.21 1.000 LS | 500.00000 500.00| 500.00000 500.00| 345.00000 345.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0180 601.22 105.000 M3 | 200.00000 21000.00| 210.00000 22050.00| 300.00000 31500.00
GABIONS, PVC COATED | | |
0190 603.159 156.000 M | 120.00000 18720.00| 81.00000 12636.00| 240.00000 37440.00
300 MM CULVERT PIPE OPTION III | | |
0200 603.16 84.000 M | 125.00000 10500.00| 85.00000 7140.00| 175.00000 14700.00
375 MM CULVERT PIPE OPTION I | | |
0210 603.169 27.000 M | 127.00000 3429.00| 91.00000 2457.00| 245.00000 6615.00
375 MM CULVERT PIPE OPTION III | | |
0220 603.179 33.000 M | 128.00000 4224.00| 132.00000 4356.00| 250.00000 8250.00
450 MM CULVERT PIPE OPTION III | | |
0230 603.209 25.000 M | 170.00000 4250.00| 217.00000 5425.00| 400.00000 10000.00
750 MM CULVERT PIPE OPTION III | | |
0240 604.092 10.000 EA | 1400.00000 14000.00| 1750.00000 17500.00| 1540.00000 15400.00
CATCH BASIN TYPE B1-C | | |
0250 604.096 1.000 EA | 2000.00000 2000.00| 2250.00000 2250.00| 2500.00000 2500.00
1500 MM CATCH BASIN TYPE B1-C | | |
0260 604.097 3.000 EA | 2600.00000 7800.00| 2675.00000 8025.00| 3300.00000 9900.00
1800 MM CATCH BASIN TYPE B1-C | | |
0270 604.15 1.000 EA | 2000.00000 2000.00| 1750.00000 1750.00| 1950.00000 1950.00
MANHOLE | | |
LETTING DATE : 01/03/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 3
LOCATION : LIVERMORE FALLS TABULATION OF BIDS
CONTRACT ID : 004313.01
=========
====================================================================================================================================
|( 1 ) 000241 |( 2 ) 000063 |( 3 ) 000079
|E L VINING & SON INC. |WYMAN & SIMPSON, INC. |R J GRONDIN & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0280 604.245 1.000 EA | 1200.00000 1200.00| 1450.00000 1450.00| 1125.00000 1125.00
CATCH BASIN TYPE F4-C | | |
0290 604.247 5.000 EA | 1300.00000 6500.00| 1500.00000 7500.00| 1200.00000 6000.00
CATCH BASIN TYPE F5-C | | |
0300 604.249 2.000 EA | 1400.00000 2800.00| 1550.00000 3100.00| 1300.00000 2600.00
CATCH BASIN TYPE F6-C | | |
0310 604.262 22.000 EA | 1600.00000 35200.00| 1750.00000 38500.00| 1540.00000 33880.00
CATCH BASIN TYPE B5-C | | |
0320 604.263 2.000 EA | 2500.00000 5000.00| 2675.00000 5350.00| 3300.00000 6600.00
1800 MM CATCH BASIN TYPE B5-C | | |
0330 605.09 668.000 M | 65.00000 43420.00| 85.00000 56780.00| 75.00000 50100.00
150 MM UNDERDRAIN TYPE B | | |
0340 605.11 181.000 M | 86.00000 15566.00| 124.00000 22444.00| 160.00000 28960.00
300 MM UNDERDRAIN TYPE C | | |
0350 605.12 98.000 M | 96.00000 9408.00| 143.00000 14014.00| 165.00000 16170.00
375 MM UNDERDRAIN TYPE C | | |
0360 605.14 102.000 M | 120.00000 12240.00| 200.00000 20400.00| 175.00000 17850.00
525 MM UNDERDRAIN TYPE C | | |
0370 605.15 185.000 M | 150.00000 27750.00| 253.00000 46805.00| 240.00000 44400.00
600 MM UNDERDRAIN TYPE C | | |
0380 605.17 57.000 M | 220.00000 12540.00| 282.00000 16074.00| 245.00000 13965.00
750 MM UNDERDRAIN TYPE C | | |
0390 606.265 4.000 EA | 50.00000 200.00| 54.00000 216.00| 50.00000 200.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0400 606.35 6.000 EA | 30.00000 180.00| 32.00000 192.00| 30.00000 180.00
GUARDRAIL DELINEATOR POST | | |
0410 606.55 110.000 M | 47.00000 5170.00| 50.00000 5500.00| 47.00000 5170.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0420 606.59 20.000 M | 48.00000 960.00| 50.00000 1000.00| 47.00000 940.00
GUARDRAIL TYPE 3 - 4.5 M RADIUS AND LES | | |
0430 609.31 1090.000 M | 11.00000 11990.00| 12.00000 13080.00| 13.00000 14170.00
CURB TYPE 3 | | |
0440 610.08 22.000 M3 | 60.00000 1320.00| 65.00000 1430.00| 175.00000 3850.00
PLAIN RIPRAP | | |
0450 612.06 355.000 M2 | 8.00000 2840.00| 4.00000 1420.00| 4.50000 1597.50
BITUMINOUS SEALING - BLACK | | |
0460 615.07 690.000 M3 | 22.00000 15180.00| 30.00000 20700.00| 35.00000 24150.00
LOAM | | |
0470 618.1301 25.000 UN | 38.00000 950.00| 13.40000 335.00| 13.00000 325.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
LETTING DATE : 01/03/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 4
LOCATION : LIVERMORE FALLS TABULATION OF BIDS
CONTRACT ID : 004313.01
=========
====================================================================================================================================
|( 1 ) 000241 |( 2 ) 000063 |( 3 ) 000079
|E L VINING & SON INC. |WYMAN & SIMPSON, INC. |R J GRONDIN & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0480 618.1401 42.000 UN | 31.00000 1302.00| 13.00000 546.00| 13.00000 546.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0490 618.19 90.000 KG | 3.50000 315.00| 2.00000 180.00| 1.55000 139.50
REFERTILIZATION | | |
0500 618.20 2.000 KG | 4.00000 8.00| 5.50000 11.00| 5.00000 10.00
ANNUAL RYE GRASS SEED | | |
0510 619.1201 117.000 UN | 9.00000 1053.00| 8.00000 936.00| 7.35000 859.95
MULCH - PLAN QUANTITY | | |
0520 620.58 13.000 M2 | 5.00000 65.00| 1.00000 13.00| 16.00000 208.00
EROSION CONTROL GEOTEXTILE | | |
0530 621.273 5.000 EA | 500.00000 2500.00| 375.00000 1875.00| 350.00000 1750.00
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0540 627.711 2600.000 M | 1.00000 2600.00| 0.88000 2288.00| 1.00000 2600.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0550 627.75 10.000 M2 | 54.00000 540.00| 58.00000 580.00| 70.00000 700.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0560 627.76 LUMP| 3400.00000 3400.00| 6000.00000 6000.00| 3400.00000 3400.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0570 629.05 20.000 MH | 20.00000 400.00| 22.00000 440.00| 35.00000 700.00
HAND LABOR, STRAIGHT TIME | | |
0580 631.10 5.000 HR | 35.00000 175.00| 30.00000 150.00| 40.00000 200.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0590 631.11 5.000 HR | 35.00000 175.00| 25.00000 125.00| 40.00000 200.00
AIR TOOL (INCLUDING OPERATOR) | | |
0600 631.12 10.000 HR | 100.00000 1000.00| 85.00000 850.00| 85.00000 850.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0610 631.172 10.000 HR | 38.00000 380.00| 36.00000 360.00| 55.00000 550.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0620 637.071 LUMP| 9000.00000 9000.00| 12000.00000 12000.00| 5700.00000 5700.00
DUST CONTROL | | |
0630 639.18 1.000 EA | 4000.00000 4000.00| 5500.00000 5500.00| 2500.00000 2500.00
FIELD OFFICE TYPE A | | |
0640 652.31 10.000 EA | 40.00000 400.00| 50.00000 500.00| 75.00000 750.00
TYPE I BARRICADE | | |
0650 652.33 25.000 EA | 45.00000 1125.00| 35.00000 875.00| 75.00000 1875.00
DRUM | | |
LETTING DATE : 01/03/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 5
LOCATION : LIVERMORE FALLS TABULATION OF BIDS
CONTRACT ID : 004313.01
=========
====================================================================================================================================
|( 1 ) 000241 |( 2 ) 000063 |( 3 ) 000079
|E L VINING & SON INC. |WYMAN & SIMPSON, INC. |R J GRONDIN & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0660 652.34 50.000 EA | 20.00000 1000.00| 25.00000 1250.00| 50.00000 2500.00
CONE | | |
0670 652.35 60.000 M2 | 80.00000 4800.00| 95.00000 5700.00| 85.00000 5100.00
CONSTRUCTION SIGNS | | |
0680 652.36 124.000 CD | 50.00000 6200.00| 50.00000 6200.00| 215.00000 26660.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0690 652.38 1800.000 MH | 14.00000 25200.00| 13.00000 23400.00| 25.00000 45000.00
FLAGGER | | |
0700 657.24 50.000 UN | 30.00000 1500.00| 13.00000 650.00| 2.25000 112.50
SEEDING PITS | | |
0710 658.20 64.000 M2 | 15.00000 960.00| 19.00000 1216.00| 18.00000 1152.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0720 659.10 LUMP| 76452.00000 76452.00| 93000.00000 93000.00| 93000.00000 93000.00
MOBILIZATION | | |
SECTION TOTALS | $ 803,677.00| $ 936,619.00| $ 947,653.95
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 803,677.00| $ 936,619.00| $ 947,653.95
====================================================================================================================================
LETTING DATE : 01/03/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 6
LOCATION : LIVERMORE FALLS TABULATION OF BIDS
CONTRACT ID : 004313.01
=========
====================================================================================================================================
|( 4 ) 000036 |( 5 ) 000403 |( 6 ) 000272
|H E SARGENT, INC. |PRATT & SONS INC. |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 107.27 LUMP| 17500.00000 17500.00| 14000.00000 14000.00| 8000.00000 8000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 201.23 6.000 EA | 900.00000 5400.00| 300.00000 1800.00| 650.00000 3900.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 13.000 EA | 185.00000 2405.00| 225.00000 2925.00| 180.00000 2340.00
REMOVING STUMP | | |
0040 203.20 6000.000 M3 | 11.00000 66000.00| 8.80000 52800.00| 10.50000 63000.00
COMMON EXCAVATION | | |
0050 203.25 115.000 M3 | 10.00000 1150.00| 9.00000 1035.00| 17.00000 1955.00
GRANULAR BORROW | | |
0060 206.061 100.000 M3 | 13.00000 1300.00| 8.00000 800.00| 15.00000 1500.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0070 304.10 5100.000 M3 | 16.00000 81600.00| 18.00000 91800.00| 18.50000 94350.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.207 2220.000 MG | 48.00000 106560.00| 40.00000 88800.00| 45.00000 99900.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0090 403.208 1930.000 MG | 48.00000 92640.00| 44.20000 85306.00| 49.00000 94570.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0100 403.209 200.000 MG | 85.00000 17000.00| 96.70000 19340.00| 105.00000 21000.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0110 403.211 25.000 MG | 65.00000 1625.00| 72.00000 1800.00| 78.00000 1950.00
HOT MIX ASPHALT (SHIM) | | |
0120 409.15 1950.000 L | 1.00000 1950.00| 2.30000 4485.00| 2.50000 4875.00
BITUMINOUS TACK COAT APPLIED | | |
0130 502.21 8.000 M3 | 560.00000 4480.00| 515.00000 4120.00| 800.00000 6400.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0140 503.12 300.000 KG | 1.00000 300.00| 1.05000 315.00| 1.50000 450.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0150 503.13 300.000 KG | 2.25000 675.00| 2.05000 615.00| 3.00000 900.00
REINFORCING STEEL, PLACING | | |
0160 514.06 1.000 EA | 1800.00000 1800.00| 1645.00000 1645.00| 750.00000 750.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0170 515.21 1.000 LS | 280.00000 280.00| 260.00000 260.00| 200.00000 200.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
LETTING DATE : 01/03/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 7
LOCATION : LIVERMORE FALLS TABULATION OF BIDS
CONTRACT ID : 004313.01
=========
====================================================================================================================================
|( 4 ) 000036 |( 5 ) 000403 |( 6 ) 000272
|H E SARGENT, INC. |PRATT & SONS INC. |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 601.22 105.000 M3 | 300.00000 31500.00| 218.00000 22890.00| 220.00000 23100.00
GABIONS, PVC COATED | | |
0190 603.159 156.000 M | 110.00000 17160.00| 192.00000 29952.00| 170.00000 26520.00
300 MM CULVERT PIPE OPTION III | | |
0200 603.16 84.000 M | 90.00000 7560.00| 58.00000 4872.00| 90.00000 7560.00
375 MM CULVERT PIPE OPTION I | | |
0210 603.169 27.000 M | 100.00000 2700.00| 187.00000 5049.00| 210.00000 5670.00
375 MM CULVERT PIPE OPTION III | | |
0220 603.179 33.000 M | 150.00000 4950.00| 149.00000 4917.00| 235.00000 7755.00
450 MM CULVERT PIPE OPTION III | | |
0230 603.209 25.000 M | 210.00000 5250.00| 544.00000 13600.00| 410.00000 10250.00
750 MM CULVERT PIPE OPTION III | | |
0240 604.092 10.000 EA | 1500.00000 15000.00| 2050.00000 20500.00| 1850.00000 18500.00
CATCH BASIN TYPE B1-C | | |
0250 604.096 1.000 EA | 1700.00000 1700.00| 3110.00000 3110.00| 2400.00000 2400.00
1500 MM CATCH BASIN TYPE B1-C | | |
0260 604.097 3.000 EA | 1900.00000 5700.00| 2690.00000 8070.00| 2600.00000 7800.00
1800 MM CATCH BASIN TYPE B1-C | | |
0270 604.15 1.000 EA | 2100.00000 2100.00| 2135.00000 2135.00| 2100.00000 2100.00
MANHOLE | | |
0280 604.245 1.000 EA | 1000.00000 1000.00| 1280.00000 1280.00| 1100.00000 1100.00
CATCH BASIN TYPE F4-C | | |
0290 604.247 5.000 EA | 1000.00000 5000.00| 1350.00000 6750.00| 1150.00000 5750.00
CATCH BASIN TYPE F5-C | | |
0300 604.249 2.000 EA | 1000.00000 2000.00| 1485.00000 2970.00| 1250.00000 2500.00
CATCH BASIN TYPE F6-C | | |
0310 604.262 22.000 EA | 1500.00000 33000.00| 1995.00000 43890.00| 2200.00000 48400.00
CATCH BASIN TYPE B5-C | | |
0320 604.263 2.000 EA | 1500.00000 3000.00| 3825.00000 7650.00| 2700.00000 5400.00
1800 MM CATCH BASIN TYPE B5-C | | |
0330 605.09 668.000 M | 74.00000 49432.00| 70.00000 46760.00| 90.00000 60120.00
150 MM UNDERDRAIN TYPE B | | |
0340 605.11 181.000 M | 100.00000 18100.00| 88.00000 15928.00| 140.00000 25340.00
300 MM UNDERDRAIN TYPE C | | |
0350 605.12 98.000 M | 120.00000 11760.00| 100.00000 9800.00| 150.00000 14700.00
375 MM UNDERDRAIN TYPE C | | |
0360 605.14 102.000 M | 160.00000 16320.00| 351.00000 35802.00| 210.00000 21420.00
525 MM UNDERDRAIN TYPE C | | |
0370 605.15 185.000 M | 225.00000 41625.00| 488.00000 90280.00| 260.00000 48100.00
600 MM UNDERDRAIN TYPE C | | |
0380 605.17 57.000 M | 250.00000 14250.00| 509.00000 29013.00| 330.00000 18810.00
750 MM UNDERDRAIN TYPE C | | |
LETTING DATE : 01/03/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 8
LOCATION : LIVERMORE FALLS TABULATION OF BIDS
CONTRACT ID : 004313.01
=========
====================================================================================================================================
|( 4 ) 000036 |( 5 ) 000403 |( 6 ) 000272
|H E SARGENT, INC. |PRATT & SONS INC. |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 606.265 4.000 EA | 55.00000 220.00| 51.00000 204.00| 75.00000 300.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0400 606.35 6.000 EA | 35.00000 210.00| 31.00000 186.00| 55.00000 330.00
GUARDRAIL DELINEATOR POST | | |
0410 606.55 110.000 M | 50.00000 5500.00| 47.70000 5247.00| 200.00000 22000.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0420 606.59 20.000 M | 50.00000 1000.00| 47.70000 954.00| 210.00000 4200.00
GUARDRAIL TYPE 3 - 4.5 M RADIUS AND LES | | |
0430 609.31 1090.000 M | 14.00000 15260.00| 10.80000 11772.00| 18.00000 19620.00
CURB TYPE 3 | | |
0440 610.08 22.000 M3 | 385.00000 8470.00| 79.00000 1738.00| 80.00000 1760.00
PLAIN RIPRAP | | |
0450 612.06 355.000 M2 | 4.00000 1420.00| 3.80000 1349.00| 8.00000 2840.00
BITUMINOUS SEALING - BLACK | | |
0460 615.07 690.000 M3 | 26.00000 17940.00| 35.50000 24495.00| 22.00000 15180.00
LOAM | | |
0470 618.1301 25.000 UN | 14.00000 350.00| 12.70000 317.50| 15.00000 375.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0480 618.1401 42.000 UN | 14.00000 588.00| 12.60000 529.20| 15.00000 630.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0490 618.19 90.000 KG | 1.75000 157.50| 1.60000 144.00| 4.00000 360.00
REFERTILIZATION | | |
0500 618.20 2.000 KG | 6.00000 12.00| 5.20000 10.40| 30.00000 60.00
ANNUAL RYE GRASS SEED | | |
0510 619.1201 117.000 UN | 15.00000 1755.00| 7.60000 889.20| 11.00000 1287.00
MULCH - PLAN QUANTITY | | |
0520 620.58 13.000 M2 | 2.50000 32.50| 4.00000 52.00| 10.00000 130.00
EROSION CONTROL GEOTEXTILE | | |
0530 621.273 5.000 EA | 400.00000 2000.00| 360.00000 1800.00| 500.00000 2500.00
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0540 627.711 2600.000 M | 1.00000 2600.00| 0.85000 2210.00| 1.00000 2600.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0550 627.75 10.000 M2 | 60.00000 600.00| 57.00000 570.00| 70.00000 700.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0560 627.76 LUMP| 3800.00000 3800.00| 3500.00000 3500.00| 4000.00000 4000.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
LETTING DATE : 01/03/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 9
LOCATION : LIVERMORE FALLS TABULATION OF BIDS
CONTRACT ID : 004313.01
=========
====================================================================================================================================
|( 4 ) 000036 |( 5 ) 000403 |( 6 ) 000272
|H E SARGENT, INC. |PRATT & SONS INC. |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0570 629.05 20.000 MH | 35.00000 700.00| 29.00000 580.00| 25.00000 500.00
HAND LABOR, STRAIGHT TIME | | |
0580 631.10 5.000 HR | 90.00000 450.00| 32.00000 160.00| 45.00000 225.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0590 631.11 5.000 HR | 90.00000 450.00| 32.00000 160.00| 25.00000 125.00
AIR TOOL (INCLUDING OPERATOR) | | |
0600 631.12 10.000 HR | 125.00000 1250.00| 114.00000 1140.00| 100.00000 1000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0610 631.172 10.000 HR | 55.00000 550.00| 47.00000 470.00| 45.00000 450.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0620 637.071 LUMP| 18000.00000 18000.00| 2750.00000 2750.00| 8000.00000 8000.00
DUST CONTROL | | |
0630 639.18 1.000 EA | 10000.00000 10000.00| 4700.00000 4700.00| 5000.00000 5000.00
FIELD OFFICE TYPE A | | |
0640 652.31 10.000 EA | 95.00000 950.00| 40.00000 400.00| 55.00000 550.00
TYPE I BARRICADE | | |
0650 652.33 25.000 EA | 90.00000 2250.00| 50.00000 1250.00| 55.00000 1375.00
DRUM | | |
0660 652.34 50.000 EA | 30.00000 1500.00| 10.00000 500.00| 20.00000 1000.00
CONE | | |
0670 652.35 60.000 M2 | 48.00000 2880.00| 85.00000 5100.00| 75.00000 4500.00
CONSTRUCTION SIGNS | | |
0680 652.36 124.000 CD | 200.00000 24800.00| 90.00000 11160.00| 40.00000 4960.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0690 652.38 1800.000 MH | 20.00000 36000.00| 14.40000 25920.00| 12.00000 21600.00
FLAGGER | | |
0700 657.24 50.000 UN | 17.00000 850.00| 12.60000 630.00| 10.00000 500.00
SEEDING PITS | | |
0710 658.20 64.000 M2 | 20.00000 1280.00| 18.60000 1190.40| 20.00000 1280.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0720 659.10 LUMP| 95000.00000 95000.00| 100000.00000 100000.00| 100000.00000 100000.00
MOBILIZATION | | |
SECTION TOTALS | $ 950,597.00| $ 989,141.70| $ 999,272.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 950,597.00| $ 989,141.70| $ 999,272.00
====================================================================================================================================
LETTING DATE : 01/03/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 10
LOCATION : LIVERMORE FALLS TABULATION OF BIDS
CONTRACT ID : 004313.01
=========
====================================================================================================================================
|( 7 ) 000460 |( 8 ) 000855 |( )
|M & H LOGGING AND CONSTRUCT |BRIDGECORP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 107.27 LUMP| 10000.00000 10000.00| 20000.00000 20000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 201.23 6.000 EA | 1000.00000 6000.00| 1200.00000 7200.00|
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 13.000 EA | 250.00000 3250.00| 325.00000 4225.00|
REMOVING STUMP | | |
0040 203.20 6000.000 M3 | 13.00000 78000.00| 20.00000 120000.00|
COMMON EXCAVATION | | |
0050 203.25 115.000 M3 | 15.00000 1725.00| 20.00000 2300.00|
GRANULAR BORROW | | |
0060 206.061 100.000 M3 | 25.00000 2500.00| 35.00000 3500.00|
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0070 304.10 5100.000 M3 | 17.00000 86700.00| 20.00000 102000.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.207 2220.000 MG | 40.00000 88800.00| 39.00000 86580.00|
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0090 403.208 1930.000 MG | 45.00000 86850.00| 43.00000 82990.00|
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0100 403.209 200.000 MG | 133.50000 26700.00| 94.00000 18800.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0110 403.211 25.000 MG | 70.00000 1750.00| 70.00000 1750.00|
HOT MIX ASPHALT (SHIM) | | |
0120 409.15 1950.000 L | 1.00000 1950.00| 2.25000 4387.50|
BITUMINOUS TACK COAT APPLIED | | |
0130 502.21 8.000 M3 | 1500.00000 12000.00| 700.00000 5600.00|
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0140 503.12 300.000 KG | 2.00000 600.00| 3.00000 900.00|
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0150 503.13 300.000 KG | 2.00000 600.00| 3.50000 1050.00|
REINFORCING STEEL, PLACING | | |
0160 514.06 1.000 EA | 1760.00000 1760.00| 1000.00000 1000.00|
CURING BOX FOR CONCRETE CYLINDERS | | |
0170 515.21 1.000 LS | 500.00000 500.00| 275.00000 275.00|
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
LETTING DATE : 01/03/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 11
LOCATION : LIVERMORE FALLS TABULATION OF BIDS
CONTRACT ID : 004313.01
=========
====================================================================================================================================
|( 7 ) 000460 |( 8 ) 000855 |( )
|M & H LOGGING AND CONSTRUCT |BRIDGECORP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 601.22 105.000 M3 | 250.00000 26250.00| 210.00000 22050.00|
GABIONS, PVC COATED | | |
0190 603.159 156.000 M | 170.00000 26520.00| 290.00000 45240.00|
300 MM CULVERT PIPE OPTION III | | |
0200 603.16 84.000 M | 75.00000 6300.00| 90.00000 7560.00|
375 MM CULVERT PIPE OPTION I | | |
0210 603.169 27.000 M | 190.00000 5130.00| 285.00000 7695.00|
375 MM CULVERT PIPE OPTION III | | |
0220 603.179 33.000 M | 220.00000 7260.00| 240.00000 7920.00|
450 MM CULVERT PIPE OPTION III | | |
0230 603.209 25.000 M | 475.00000 11875.00| 725.00000 18125.00|
750 MM CULVERT PIPE OPTION III | | |
0240 604.092 10.000 EA | 2200.00000 22000.00| 1800.00000 18000.00|
CATCH BASIN TYPE B1-C | | |
0250 604.096 1.000 EA | 3000.00000 3000.00| 2860.00000 2860.00|
1500 MM CATCH BASIN TYPE B1-C | | |
0260 604.097 3.000 EA | 3500.00000 10500.00| 3300.00000 9900.00|
1800 MM CATCH BASIN TYPE B1-C | | |
0270 604.15 1.000 EA | 2200.00000 2200.00| 2375.00000 2375.00|
MANHOLE | | |
0280 604.245 1.000 EA | 1500.00000 1500.00| 1195.00000 1195.00|
CATCH BASIN TYPE F4-C | | |
0290 604.247 5.000 EA | 1500.00000 7500.00| 1300.00000 6500.00|
CATCH BASIN TYPE F5-C | | |
0300 604.249 2.000 EA | 1500.00000 3000.00| 1350.00000 2700.00|
CATCH BASIN TYPE F6-C | | |
0310 604.262 22.000 EA | 2400.00000 52800.00| 1650.00000 36300.00|
CATCH BASIN TYPE B5-C | | |
0320 604.263 2.000 EA | 3500.00000 7000.00| 3500.00000 7000.00|
1800 MM CATCH BASIN TYPE B5-C | | |
0330 605.09 668.000 M | 100.00000 66800.00| 65.00000 43420.00|
150 MM UNDERDRAIN TYPE B | | |
0340 605.11 181.000 M | 160.00000 28960.00| 110.00000 19910.00|
300 MM UNDERDRAIN TYPE C | | |
0350 605.12 98.000 M | 200.00000 19600.00| 120.00000 11760.00|
375 MM UNDERDRAIN TYPE C | | |
0360 605.14 102.000 M | 280.00000 28560.00| 230.00000 23460.00|
525 MM UNDERDRAIN TYPE C | | |
0370 605.15 185.000 M | 350.00000 64750.00| 295.00000 54575.00|
600 MM UNDERDRAIN TYPE C | | |
0380 605.17 57.000 M | 380.00000 21660.00| 400.00000 22800.00|
750 MM UNDERDRAIN TYPE C | | |
LETTING DATE : 01/03/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 12
LOCATION : LIVERMORE FALLS TABULATION OF BIDS
CONTRACT ID : 004313.01
=========
====================================================================================================================================
|( 7 ) 000460 |( 8 ) 000855 |( )
|M & H LOGGING AND CONSTRUCT |BRIDGECORP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 606.265 4.000 EA | 55.00000 220.00| 55.00000 220.00|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0400 606.35 6.000 EA | 55.00000 330.00| 33.00000 198.00|
GUARDRAIL DELINEATOR POST | | |
0410 606.55 110.000 M | 50.96000 5605.60| 51.00000 5610.00|
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0420 606.59 20.000 M | 50.96000 1019.20| 51.00000 1020.00|
GUARDRAIL TYPE 3 - 4.5 M RADIUS AND LES | | |
0430 609.31 1090.000 M | 13.20000 14388.00| 11.00000 11990.00|
CURB TYPE 3 | | |
0440 610.08 22.000 M3 | 45.00000 990.00| 128.00000 2816.00|
PLAIN RIPRAP | | |
0450 612.06 355.000 M2 | 3.90000 1384.50| 3.90000 1384.50|
BITUMINOUS SEALING - BLACK | | |
0460 615.07 690.000 M3 | 30.00000 20700.00| 36.00000 24840.00|
LOAM | | |
0470 618.1301 25.000 UN | 26.00000 650.00| 13.70000 342.50|
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0480 618.1401 42.000 UN | 26.00000 1092.00| 13.70000 575.40|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0490 618.19 90.000 KG | 2.00000 180.00| 1.75000 157.50|
REFERTILIZATION | | |
0500 618.20 2.000 KG | 6.00000 12.00| 5.50000 11.00|
ANNUAL RYE GRASS SEED | | |
0510 619.1201 117.000 UN | 16.00000 1872.00| 8.00000 936.00|
MULCH - PLAN QUANTITY | | |
0520 620.58 13.000 M2 | 5.00000 65.00| 3.50000 45.50|
EROSION CONTROL GEOTEXTILE | | |
0530 621.273 5.000 EA | 385.00000 1925.00| 390.00000 1950.00|
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0540 627.711 2600.000 M | 1.00000 2600.00| 0.90000 2340.00|
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0550 627.75 10.000 M2 | 59.40000 594.00| 60.00000 600.00|
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0560 627.76 LUMP| 3740.00000 3740.00| 3775.00000 3775.00|
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
LETTING DATE : 01/03/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 13
LOCATION : LIVERMORE FALLS TABULATION OF BIDS
CONTRACT ID : 004313.01
=========
====================================================================================================================================
|( 7 ) 000460 |( 8 ) 000855 |( )
|M & H LOGGING AND CONSTRUCT |BRIDGECORP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0570 629.05 20.000 MH | 20.00000 400.00| 10.00000 200.00|
HAND LABOR, STRAIGHT TIME | | |
0580 631.10 5.000 HR | 40.00000 200.00| 10.00000 50.00|
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0590 631.11 5.000 HR | 25.00000 125.00| 10.00000 50.00|
AIR TOOL (INCLUDING OPERATOR) | | |
0600 631.12 10.000 HR | 75.00000 750.00| 50.00000 500.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0610 631.172 10.000 HR | 40.00000 400.00| 20.00000 200.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0620 637.071 LUMP| 10000.00000 10000.00| 6000.00000 6000.00|
DUST CONTROL | | |
0630 639.18 1.000 EA | 4000.00000 4000.00| 8000.00000 8000.00|
FIELD OFFICE TYPE A | | |
0640 652.31 10.000 EA | 40.00000 400.00| 60.00000 600.00|
TYPE I BARRICADE | | |
0650 652.33 25.000 EA | 50.00000 1250.00| 65.00000 1625.00|
DRUM | | |
0660 652.34 50.000 EA | 25.00000 1250.00| 18.00000 900.00|
CONE | | |
0670 652.35 60.000 M2 | 85.00000 5100.00| 85.00000 5100.00|
CONSTRUCTION SIGNS | | |
0680 652.36 124.000 CD | 100.00000 12400.00| 120.00000 14880.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0690 652.38 1800.000 MH | 17.60000 31680.00| 15.00000 27000.00|
FLAGGER | | |
0700 657.24 50.000 UN | 13.50000 675.00| 14.00000 700.00|
SEEDING PITS | | |
0710 658.20 64.000 M2 | 19.50000 1248.00| 20.00000 1280.00|
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0720 659.10 LUMP| 168000.00000 168000.00| 407000.00000 407000.00|
MOBILIZATION | | |
SECTION TOTALS | $ 1,128,095.30| $ 1,366,798.90| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,128,095.30| $ 1,366,798.90| $
====================================================================================================================================