Skip Maine state header navigation
LETTING DATE : 02/23/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 1
LOCATION : WINDHAM TABULATION OF BIDS
CONTRACT ID : 007573.00
=========
COMPLETION DATE : 09/30/00
PROJECT(S): STP-7573(00)X COUNTIE(S) : CUMBERLAND MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : ALUMINUM ALLOY STRUCTURAL PLATE PIPE ATTEST : _______________________________
NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000079 R J GRONDIN & SONS, INC. $ 267,499.99 100.0000%
2 001076 CONSTRUCTION DIVERS, INC. $ 275,150.00 102.8598%
3 000460 M & H LOGGING AND CONSTRUCTION $ 283,083.63 105.8257%
4 000063 WYMAN & SIMPSON, INC. $ 314,511.49 117.5744%
5 000272 A & V CONSTRUCTION, CORP. $ 318,484.06 119.0595%
6 000416 T BUCK CONSTRUCTION INC. $ 333,014.40 124.4914%
7 001175 KEELEY CONSTRUCTION, CO., INC. $ 359,901.45 134.5426%
8 000116 SHAW BROTHERS CONSTRUCTION, INC. $ 392,059.92 146.5645%
====================================================================================================================================
|( 1 ) 000079 |( 2 ) 001076 |( 3 ) 000460
|R J GRONDIN & SONS, INC. |CONSTRUCTION DIVERS, INC. |M & H LOGGING AND CONSTRUCTION
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| 250.00000 250.00| 5000.00000 5000.00| 7000.00000 7000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 202.19 3.153 LS | 2500.00000 2500.00| 5000.00000 5000.00| 10000.00000 10000.00
REMOVING EXISTING BRIDGE | | |
0030 203.20 1100.000 M3 | 16.00000 17600.00| 7.50000 8250.00| 8.00000 8800.00
COMMON EXCAVATION | | |
0040 203.24 1070.000 M3 | 3.50000 3745.00| 20.50000 21935.00| 12.00000 12840.00
COMMON BORROW | | |
0050 203.25 590.000 M3 | 10.00000 5900.00| 24.00000 14160.00| 18.00000 10620.00
GRANULAR BORROW | | |
0060 206.061 10.000 M3 | 10.00000 100.00| 30.00000 300.00| 50.00000 500.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0070 304.10 1425.000 M3 | 16.00000 22800.00| 26.00000 37050.00| 14.00000 19950.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.207 370.000 MG | 37.00000 13690.00| 37.00000 13690.00| 45.00000 16650.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
LETTING DATE : 02/23/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 2
LOCATION : WINDHAM TABULATION OF BIDS
CONTRACT ID : 007573.00
=========
====================================================================================================================================
|( 1 ) 000079 |( 2 ) 001076 |( 3 ) 000460
|R J GRONDIN & SONS, INC. |CONSTRUCTION DIVERS, INC. |M & H LOGGING AND CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0090 403.208 260.000 MG | 85.00000 22100.00| 54.00000 14040.00| 60.00000 15600.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0100 403.209 25.000 MG | 125.00000 3125.00| 75.00000 1875.00| 125.00000 3125.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0110 509.18 7300.000 LS | 101000.00000 101000.00| 79000.00000 79000.00| 100000.00000 100000.00
ALUMINUM ALLOY STRUCTURAL PLATE PIPE | | |
0120 511.07 LUMP| 3800.00000 3800.00| 4000.00000 4000.00| 2000.00000 2000.00
COFFERDAM: DOWNSTREAM | | |
0130 511.07 LUMP| 3800.00000 3800.00| 2500.00000 2500.00| 2500.00000 2500.00
COFFERDAM: UPSTREAM | | |
0140 526.301 15.240 LS | 650.00000 650.00| 500.00000 500.00| 1200.00000 1200.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0150 603.16 12.800 M | 100.00000 1280.00| 90.00000 1152.00| 100.00000 1280.00
375 MM CULVERT PIPE OPTION I | | |
0160 603.179 30.500 M | 150.00000 4575.00| 110.00000 3355.00| 120.00000 3660.00
450 MM CULVERT PIPE OPTION III | | |
0170 604.09 1.000 EA | 2200.00000 2200.00| 1600.00000 1600.00| 2000.00000 2000.00
CATCH BASIN TYPE B1 | | |
0180 606.265 2.000 EA | 30.00000 60.00| 50.00000 100.00| 55.00000 110.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0190 606.35 6.000 EA | 25.00000 150.00| 25.00000 150.00| 27.50000 165.00
GUARDRAIL DELINEATOR POST | | |
0200 606.55 125.730 M | 36.00000 4526.28| 35.50000 4463.42| 38.96000 4898.44
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0210 606.60 19.050 M | 40.00000 762.00| 39.50000 752.48| 43.38000 826.39
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0220 606.76 2.000 EA | 1850.00000 3700.00| 1500.00000 3000.00| 1650.00000 3300.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0230 609.31 102.000 M | 20.00000 2040.00| 9.00000 918.00| 9.90000 1009.80
CURB TYPE 3 | | |
0240 610.08 300.000 M3 | 75.00000 22500.00| 47.50000 14250.00| 50.00000 15000.00
PLAIN RIPRAP | | |
0250 610.18 33.000 M3 | 75.00000 2475.00| 37.00000 1221.00| 60.00000 1980.00
STONE DITCH PROTECTION | | |
0260 613.319 19.000 M2 | 10.00000 190.00| 2.00000 38.00| 4.00000 76.00
TEMPORARY EROSION CONTROL BLANKET | | |
0270 615.07 70.000 M3 | 60.00000 4200.00| 32.00000 2240.00| 25.00000 1750.00
LOAM | | |
0280 618.141 14.000 UN | 40.00000 560.00| 45.00000 630.00| 35.00000 490.00
SEEDING METHOD NUMBER 3 | | |
LETTING DATE : 02/23/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 3
LOCATION : WINDHAM TABULATION OF BIDS
CONTRACT ID : 007573.00
=========
====================================================================================================================================
|( 1 ) 000079 |( 2 ) 001076 |( 3 ) 000460
|R J GRONDIN & SONS, INC. |CONSTRUCTION DIVERS, INC. |M & H LOGGING AND CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 618.25 0.400 M3 | 100.00000 40.00| 4.00000 1.60| 50.00000 20.00
APPLIED WATER | | |
0300 619.12 14.000 UN | 30.00000 420.00| 45.00000 630.00| 25.00000 350.00
MULCH | | |
0310 627.71 310.000 M | 1.15000 356.50| 1.15000 356.50| 1.30000 403.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0320 627.73 160.000 M | 2.30000 368.00| 2.30000 368.00| 2.55000 408.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0330 627.78 630.000 M | 0.90000 567.00| 1.80000 1134.00| 2.00000 1260.00
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0340 637.08 0.100 MG | 5000.00000 500.00| 500.00000 50.00| 600.00000 60.00
CALCIUM CHLORIDE | | |
0350 639.19 1.000 EA | 1800.00000 1800.00| 3300.00000 3300.00| 980.00000 980.00
FIELD OFFICE TYPE B | | |
0360 652.33 15.000 EA | 25.00000 375.00| 50.00000 750.00| 50.00000 750.00
DRUM | | |
0370 652.34 15.000 EA | 25.00000 375.00| 28.00000 420.00| 20.00000 300.00
CONE | | |
0380 652.35 30.000 M2 | 175.00000 5250.00| 135.00000 4050.00| 100.00000 3000.00
CONSTRUCTION SIGNS | | |
0390 652.361 140.000 LS | 500.00000 500.00| 600.00000 600.00| 450.00000 450.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0400 652.38 180.000 MH | 11.50000 2070.00| 14.00000 2520.00| 15.40000 2772.00
FLAGGER | | |
0410 659.10 LUMP| 4600.21000 4600.21| 19800.00000 19800.00| 25000.00000 25000.00
MOBILIZATION | | |
SECTION TOTALS | $ 267,499.99| $ 275,150.00| $ 283,083.63
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 267,499.99| $ 275,150.00| $ 283,083.63
====================================================================================================================================
LETTING DATE : 02/23/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 4
LOCATION : WINDHAM TABULATION OF BIDS
CONTRACT ID : 007573.00
=========
====================================================================================================================================
|( 4 ) 000063 |( 5 ) 000272 |( 6 ) 000416
|WYMAN & SIMPSON, INC. |A & V CONSTRUCTION, CORP. |T BUCK CONSTRUCTION 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| 4920.00000 4920.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 202.19 3.153 LS | 1500.00000 1500.00| 15000.00000 15000.00| 33527.00000 33527.00
REMOVING EXISTING BRIDGE | | |
0030 203.20 1100.000 M3 | 9.00000 9900.00| 13.00000 14300.00| 9.00000 9900.00
COMMON EXCAVATION | | |
0040 203.24 1070.000 M3 | 12.00000 12840.00| 12.00000 12840.00| 16.25000 17387.50
COMMON BORROW | | |
0050 203.25 590.000 M3 | 14.00000 8260.00| 20.00000 11800.00| 17.00000 10030.00
GRANULAR BORROW | | |
0060 206.061 10.000 M3 | 25.00000 250.00| 50.00000 500.00| 100.00000 1000.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0070 304.10 1425.000 M3 | 17.00000 24225.00| 22.00000 31350.00| 20.00000 28500.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.207 370.000 MG | 40.00000 14800.00| 41.00000 15170.00| 37.00000 13690.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0090 403.208 260.000 MG | 58.00000 15080.00| 59.00000 15340.00| 54.00000 14040.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0100 403.209 25.000 MG | 81.00000 2025.00| 100.00000 2500.00| 75.00000 1875.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0110 509.18 7300.000 LS | 124000.00000 124000.00| 90000.00000 90000.00| 96365.00000 96365.00
ALUMINUM ALLOY STRUCTURAL PLATE PIPE | | |
0120 511.07 LUMP| 6400.00000 6400.00| 3000.00000 3000.00| 17779.00000 17779.00
COFFERDAM: DOWNSTREAM | | |
0130 511.07 LUMP| 3600.00000 3600.00| 5000.00000 5000.00| 15246.00000 15246.00
COFFERDAM: UPSTREAM | | |
0140 526.301 15.240 LS | 2600.00000 2600.00| 4000.00000 4000.00| 1675.00000 1675.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0150 603.16 12.800 M | 67.00000 857.60| 80.00000 1024.00| 75.00000 960.00
375 MM CULVERT PIPE OPTION I | | |
0160 603.179 30.500 M | 115.00000 3507.50| 150.00000 4575.00| 60.00000 1830.00
450 MM CULVERT PIPE OPTION III | | |
0170 604.09 1.000 EA | 1650.00000 1650.00| 1500.00000 1500.00| 1526.00000 1526.00
CATCH BASIN TYPE B1 | | |
0180 606.265 2.000 EA | 54.00000 108.00| 35.00000 70.00| 50.00000 100.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
LETTING DATE : 02/23/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 5
LOCATION : WINDHAM TABULATION OF BIDS
CONTRACT ID : 007573.00
=========
====================================================================================================================================
|( 4 ) 000063 |( 5 ) 000272 |( 6 ) 000416
|WYMAN & SIMPSON, INC. |A & V CONSTRUCTION, CORP. |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 606.35 6.000 EA | 27.00000 162.00| 30.00000 180.00| 25.00000 150.00
GUARDRAIL DELINEATOR POST | | |
0200 606.55 125.730 M | 38.00000 4777.74| 37.00000 4652.01| 35.50000 4463.42
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0210 606.60 19.050 M | 43.00000 819.15| 41.00000 781.05| 39.50000 752.48
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0220 606.76 2.000 EA | 1600.00000 3200.00| 1600.00000 3200.00| 1500.00000 3000.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0230 609.31 102.000 M | 10.00000 1020.00| 15.00000 1530.00| 9.00000 918.00
CURB TYPE 3 | | |
0240 610.08 300.000 M3 | 50.00000 15000.00| 50.00000 15000.00| 37.00000 11100.00
PLAIN RIPRAP | | |
0250 610.18 33.000 M3 | 60.00000 1980.00| 50.00000 1650.00| 35.00000 1155.00
STONE DITCH PROTECTION | | |
0260 613.319 19.000 M2 | 2.00000 38.00| 10.00000 190.00| 10.50000 199.50
TEMPORARY EROSION CONTROL BLANKET | | |
0270 615.07 70.000 M3 | 45.00000 3150.00| 35.00000 2450.00| 36.00000 2520.00
LOAM | | |
0280 618.141 14.000 UN | 70.00000 980.00| 50.00000 700.00| 65.00000 910.00
SEEDING METHOD NUMBER 3 | | |
0290 618.25 0.400 M3 | 20.00000 8.00| 300.00000 120.00| 1250.00000 500.00
APPLIED WATER | | |
0300 619.12 14.000 UN | 54.00000 756.00| 50.00000 700.00| 50.00000 700.00
MULCH | | |
0310 627.71 310.000 M | 1.25000 387.50| 1.20000 372.00| 1.15000 356.50
100 MM WHITE PAVEMENT MARKING LINE | | |
0320 627.73 160.000 M | 2.50000 400.00| 2.00000 320.00| 2.30000 368.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0330 627.78 630.000 M | 2.00000 1260.00| 1.50000 945.00| 1.80000 1134.00
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0340 637.08 0.100 MG | 1000.00000 100.00| 1000.00000 100.00| 14050.00000 1405.00
CALCIUM CHLORIDE | | |
0350 639.19 1.000 EA | 2000.00000 2000.00| 4000.00000 4000.00| 3175.00000 3175.00
FIELD OFFICE TYPE B | | |
0360 652.33 15.000 EA | 45.00000 675.00| 60.00000 900.00| 60.00000 900.00
DRUM | | |
0370 652.34 15.000 EA | 35.00000 525.00| 15.00000 225.00| 15.00000 225.00
CONE | | |
0380 652.35 30.000 M2 | 93.00000 2790.00| 100.00000 3000.00| 100.00000 3000.00
CONSTRUCTION SIGNS | | |
LETTING DATE : 02/23/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 6
LOCATION : WINDHAM TABULATION OF BIDS
CONTRACT ID : 007573.00
=========
====================================================================================================================================
|( 4 ) 000063 |( 5 ) 000272 |( 6 ) 000416
|WYMAN & SIMPSON, INC. |A & V CONSTRUCTION, CORP. |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 652.361 140.000 LS | 1500.00000 1500.00| 5000.00000 5000.00| 1620.00000 1620.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0400 652.38 180.000 MH | 16.00000 2880.00| 25.00000 4500.00| 12.00000 2160.00
FLAGGER | | |
0410 659.10 LUMP| 30000.00000 30000.00| 30000.00000 30000.00| 21952.00000 21952.00
MOBILIZATION | | |
SECTION TOTALS | $ 314,511.49| $ 318,484.06| $ 333,014.40
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 314,511.49| $ 318,484.06| $ 333,014.40
====================================================================================================================================
LETTING DATE : 02/23/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 7
LOCATION : WINDHAM TABULATION OF BIDS
CONTRACT ID : 007573.00
=========
====================================================================================================================================
|( 7 ) 001175 |( 8 ) 000116 |( )
|KEELEY CONSTR., CO., INC. |SHAW BROTHERS CONSTRUCTION, |
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| 6000.00000 6000.00| 5000.00000 5000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 202.19 3.153 LS | 40000.00000 40000.00| 20000.00000 20000.00|
REMOVING EXISTING BRIDGE | | |
0030 203.20 1100.000 M3 | 10.00000 11000.00| 19.60000 21560.00|
COMMON EXCAVATION | | |
0040 203.24 1070.000 M3 | 15.00000 16050.00| 10.46000 11192.20|
COMMON BORROW | | |
0050 203.25 590.000 M3 | 35.00000 20650.00| 15.70000 9263.00|
GRANULAR BORROW | | |
0060 206.061 10.000 M3 | 50.00000 500.00| 65.40000 654.00|
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0070 304.10 1425.000 M3 | 18.00000 25650.00| 19.60000 27930.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.207 370.000 MG | 50.00000 18500.00| 40.00000 14800.00|
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0090 403.208 260.000 MG | 60.00000 15600.00| 58.00000 15080.00|
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0100 403.209 25.000 MG | 85.00000 2125.00| 85.00000 2125.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0110 509.18 7300.000 LS | 110000.00000 110000.00| 150000.00000 150000.00|
ALUMINUM ALLOY STRUCTURAL PLATE PIPE | | |
0120 511.07 LUMP| 5000.00000 5000.00| 10000.00000 10000.00|
COFFERDAM: DOWNSTREAM | | |
0130 511.07 LUMP| 5000.00000 5000.00| 10000.00000 10000.00|
COFFERDAM: UPSTREAM | | |
0140 526.301 15.240 LS | 4000.00000 4000.00| 2000.00000 2000.00|
TEMPORARY CONCRETE BARRIER TYPE I | | |
0150 603.16 12.800 M | 55.00000 704.00| 105.00000 1344.00|
375 MM CULVERT PIPE OPTION I | | |
0160 603.179 30.500 M | 80.00000 2440.00| 115.00000 3507.50|
450 MM CULVERT PIPE OPTION III | | |
0170 604.09 1.000 EA | 1500.00000 1500.00| 2500.00000 2500.00|
CATCH BASIN TYPE B1 | | |
0180 606.265 2.000 EA | 50.00000 100.00| 35.00000 70.00|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
LETTING DATE : 02/23/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 8
LOCATION : WINDHAM TABULATION OF BIDS
CONTRACT ID : 007573.00
=========
====================================================================================================================================
|( 7 ) 001175 |( 8 ) 000116 |( )
|KEELEY CONSTR., CO., INC. |SHAW BROTHERS CONSTRUCTION, |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 606.35 6.000 EA | 40.00000 240.00| 35.00000 210.00|
GUARDRAIL DELINEATOR POST | | |
0200 606.55 125.730 M | 40.00000 5029.20| 39.00000 4903.47|
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0210 606.60 19.050 M | 45.00000 857.25| 43.00000 819.15|
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0220 606.76 2.000 EA | 1500.00000 3000.00| 1800.00000 3600.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0230 609.31 102.000 M | 15.00000 1530.00| 10.00000 1020.00|
CURB TYPE 3 | | |
0240 610.08 300.000 M3 | 45.00000 13500.00| 78.40000 23520.00|
PLAIN RIPRAP | | |
0250 610.18 33.000 M3 | 50.00000 1650.00| 91.20000 3009.60|
STONE DITCH PROTECTION | | |
0260 613.319 19.000 M2 | 4.00000 76.00| 3.50000 66.50|
TEMPORARY EROSION CONTROL BLANKET | | |
0270 615.07 70.000 M3 | 40.00000 2800.00| 52.50000 3675.00|
LOAM | | |
0280 618.141 14.000 UN | 60.00000 840.00| 75.00000 1050.00|
SEEDING METHOD NUMBER 3 | | |
0290 618.25 0.400 M3 | 500.00000 200.00| 100.00000 40.00|
APPLIED WATER | | |
0300 619.12 14.000 UN | 30.00000 420.00| 60.00000 840.00|
MULCH | | |
0310 627.71 310.000 M | 1.00000 310.00| 0.75000 232.50|
100 MM WHITE PAVEMENT MARKING LINE | | |
0320 627.73 160.000 M | 1.00000 160.00| 1.25000 200.00|
100 MM YELLOW PAVEMENT MARKING LINE | | |
0330 627.78 630.000 M | 1.50000 945.00| 1.10000 693.00|
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0340 637.08 0.100 MG | 1500.00000 150.00| 500.00000 50.00|
CALCIUM CHLORIDE | | |
0350 639.19 1.000 EA | 4000.00000 4000.00| 5000.00000 5000.00|
FIELD OFFICE TYPE B | | |
0360 652.33 15.000 EA | 45.00000 675.00| 50.00000 750.00|
DRUM | | |
0370 652.34 15.000 EA | 20.00000 300.00| 25.00000 375.00|
CONE | | |
0380 652.35 30.000 M2 | 90.00000 2700.00| 270.00000 8100.00|
CONSTRUCTION SIGNS | | |
LETTING DATE : 02/23/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/04/01
PAGE : 9
LOCATION : WINDHAM TABULATION OF BIDS
CONTRACT ID : 007573.00
=========
====================================================================================================================================
|( 7 ) 001175 |( 8 ) 000116 |( )
|KEELEY CONSTR., CO., INC. |SHAW BROTHERS CONSTRUCTION, |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 652.361 140.000 LS | 3000.00000 3000.00| 5000.00000 5000.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0400 652.38 180.000 MH | 15.00000 2700.00| 16.00000 2880.00|
FLAGGER | | |
0410 659.10 LUMP| 30000.00000 30000.00| 19000.00000 19000.00|
MOBILIZATION | | |
SECTION TOTALS | $ 359,901.45| $ 392,059.92| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 359,901.45| $ 392,059.92| $
====================================================================================================================================