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LETTING DATE : 07/09/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/09/03
PAGE : 1
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 008816.20 COMPLETION DATE : 06/11/04
=========
PROJECT(S): STP-8816(20)X LOCATION(S): LISBON MAINE STATE DEPARTMENT OF TRANSPORTATION A TRUE COPY : __________________________ TITLE : __________________________ ATTEST : ____________________________ CONTRACT DESCRIPTION : RURAL HIGHWAY CONSTRUCTION NOTARY PUBLIC --------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 001094 K & K EXCAVATION, INC. $ 554,878.50 100.0000%
2 000763 GENDRON & GENDRON, INC. $ 590,829.00 106.4790%
3 000036 H E SARGENT, INC. $ 674,900.00 121.6302%
4 000094 HARRY C CROOKER & SONS, INC. $ 689,680.25 124.2939%
5 000416 T BUCK CONSTRUCTION INC. $ 717,777.00 129.3575%
6 000164 C P M CONSTRUCTORS $ 719,847.25 129.7306%
7 000855 BRIDGECORP $ 805,931.00 145.2446%
====================================================================================================================================
|( 1 ) 001094 |( 2 ) 000763 |( 3 ) 000036
|K & K EXCAVATION, INC. |GENDRON & GENDRON, INC. |H E SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.24 12.000 EA | 275.00000 3300.00| 400.00000 4800.00| 250.00000 3000.00
REMOVING STUMP | | |
0020 202.203 70.000 M2 | 10.00000 700.00| 30.00000 2100.00| 30.00000 2100.00
PAVEMENT BUTT JOINTS | | |
0030 203.20 4500.000 M3 | 8.00000 36000.00| 8.75000 39375.00| 12.00000 54000.00
COMMON EXCAVATION | | |
0040 206.061 100.000 M3 | 20.00000 2000.00| 12.00000 1200.00| 11.00000 1100.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0050 304.10 10500.000 M3 | 15.75000 165375.00| 15.50000 162750.00| 12.00000 126000.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0060 307.32 6800.000 M2 | 0.95000 6460.00| 5.00000 34000.00| 7.00000 47600.00
FULL DEPTH RECYCLED PAVEMENT(UNTREATED | | |
MAINELINE TRAVELWAY) | | |
0070 403.207 1600.000 MG | 43.00000 68800.00| 39.00000 62400.00| 39.00000 62400.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0080 403.208 1100.000 MG | 46.00000 50600.00| 39.00000 42900.00| 39.00000 42900.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0090 403.209 26.000 MG | 115.00000 2990.00| 90.00000 2340.00| 90.00000 2340.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
LETTING DATE : 07/09/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/09/03
PAGE : 2
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 008816.20
=========
====================================================================================================================================
|( 1 ) 001094 |( 2 ) 000763 |( 3 ) 000036
|K & K EXCAVATION, INC. |GENDRON & GENDRON, INC. |H E SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 409.15 7.000 L | 10.00000 70.00| 3.00000 21.00| 3.00000 21.00
BITUMINOUS TACK COAT APPLIED | | |
0110 603.159 7.000 M | 75.00000 525.00| 60.00000 420.00| 65.00000 455.00
300 MM CULVERT PIPE OPTION III | | |
0120 603.16 27.000 M | 75.00000 2025.00| 65.00000 1755.00| 85.00000 2295.00
375 MM CULVERT PIPE OPTION I | | |
0130 603.17 38.000 M | 85.00000 3230.00| 85.00000 3230.00| 100.00000 3800.00
450 MM CULVERT PIPE OPTION I | | |
0140 603.179 6.000 M | 200.00000 1200.00| 250.00000 1500.00| 96.00000 576.00
450 MM CULVERT PIPE OPTION III | | |
0150 603.199 15.000 M | 225.00000 3375.00| 200.00000 3000.00| 140.00000 2100.00
600 MM CULVERT PIPE OPTION III | | |
0160 604.092 4.000 EA | 1200.00000 4800.00| 1500.00000 6000.00| 1800.00000 7200.00
CATCH BASIN TYPE B1-C | | |
0170 604.244 2.000 EA | 1200.00000 2400.00| 1000.00000 2000.00| 1250.00000 2500.00
CATCH BASIN TYPE F4 | | |
0180 605.09 450.000 M | 52.00000 23400.00| 70.00000 31500.00| 62.00000 27900.00
150 MM UNDERDRAIN TYPE B | | |
0190 605.10 32.000 M | 80.00000 2560.00| 117.00000 3744.00| 55.00000 1760.00
150 MM UNDERDRAIN OUTLET | | |
0200 605.11 81.000 M | 88.00000 7128.00| 95.00000 7695.00| 82.00000 6642.00
300 MM UNDERDRAIN TYPE C | | |
0210 605.12 140.000 M | 100.00000 14000.00| 100.00000 14000.00| 104.00000 14560.00
375 MM UNDERDRAIN TYPE C | | |
0220 605.38 220.000 M | 75.00000 16500.00| 80.00000 17600.00| 73.00000 16060.00
TIRE SHRED FRENCH DRAIN | | |
0230 606.35 4.000 EA | 1100.00000 4400.00| 21.00000 84.00| 55.00000 220.00
GUARDRAIL DELINEATOR POST | | |
0240 609.31 390.000 M | 11.00000 4290.00| 12.00000 4680.00| 13.00000 5070.00
CURB TYPE 3 | | |
0250 610.08 280.000 M3 | 40.00000 11200.00| 100.00000 28000.00| 53.00000 14840.00
PLAIN RIPRAP | | |
0260 615.07 600.000 M3 | 35.00000 21000.00| 30.00000 18000.00| 24.00000 14400.00
LOAM | | |
0270 618.1301 14.000 UN | 28.00000 392.00| 40.00000 560.00| 17.00000 238.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0280 618.1401 75.000 UN | 17.00000 1275.00| 25.00000 1875.00| 15.00000 1125.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0290 618.1411 16.000 UN | 30.00000 480.00| 40.00000 640.00| 33.00000 528.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0300 618.15 28.000 KG | 5.00000 140.00| 5.00000 140.00| 6.00000 168.00
TEMPORARY SEEDING | | |
LETTING DATE : 07/09/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/09/03
PAGE : 3
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 008816.20
=========
====================================================================================================================================
|( 1 ) 001094 |( 2 ) 000763 |( 3 ) 000036
|K & K EXCAVATION, INC. |GENDRON & GENDRON, INC. |H E SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 619.1201 200.000 UN | 9.00000 1800.00| 11.00000 2200.00| 7.00000 1400.00
MULCH - PLAN QUANTITY | | |
0320 620.58 920.000 M2 | 4.00000 3680.00| 3.00000 2760.00| 3.00000 2760.00
EROSION CONTROL GEOTEXTILE | | |
0330 627.711 3150.000 M | 0.85000 2677.50| 0.82000 2583.00| 0.65000 2047.50
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0340 627.76 LUMP| 2800.00000 2800.00| 2600.00000 2600.00| 3000.00000 3000.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0350 629.05 16.000 HR | 30.00000 480.00| 30.00000 480.00| 20.00000 320.00
HAND LABOR, STRAIGHT TIME | | |
0360 631.12 8.000 HR | 85.00000 680.00| 95.00000 760.00| 100.00000 800.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0370 631.172 8.000 HR | 45.00000 360.00| 50.00000 400.00| 110.00000 880.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0380 631.22 8.000 HR | 70.00000 560.00| 85.00000 680.00| 90.00000 720.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
0390 637.071 LUMP| 2000.00000 2000.00| 1500.00000 1500.00| 25000.00000 25000.00
DUST CONTROL | | |
0400 639.18 1.000 EA | 8000.00000 8000.00| 4500.00000 4500.00| 10000.00000 10000.00
FIELD OFFICE TYPE A | | |
0410 652.31 10.000 EA | 55.00000 550.00| 54.00000 540.00| 89.00000 890.00
TYPE I BARRICADE | | |
0420 652.311 10.000 EA | 75.00000 750.00| 72.00000 720.00| 110.00000 1100.00
TYPE II BARRICADE | | |
0430 652.33 20.000 EA | 50.00000 1000.00| 54.00000 1080.00| 50.00000 1000.00
DRUM | | |
0440 652.34 50.000 EA | 15.00000 750.00| 18.00000 900.00| 18.00000 900.00
CONE | | |
0450 652.35 40.000 M2 | 76.00000 3040.00| 100.00000 4000.00| 150.00000 6000.00
CONSTRUCTION SIGNS | | |
0460 652.361 70.000 LS | 2000.00000 2000.00| 2000.00000 2000.00| 30000.00000 30000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0470 652.38 1400.000 HR | 15.00000 21000.00| 14.00000 19600.00| 16.00000 22400.00
FLAGGER | | |
0480 656.75 LUMP| 1000.00000 1000.00| 3600.00000 3600.00| 35000.00000 35000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0490 657.24 71.000 UN | 16.00000 1136.00| 15.00000 1065.00| 15.00000 1065.00
SEEDING PITS | | |
LETTING DATE : 07/09/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/09/03
PAGE : 4
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 008816.20
=========
====================================================================================================================================
|( 1 ) 001094 |( 2 ) 000763 |( 3 ) 000036
|K & K EXCAVATION, INC. |GENDRON & GENDRON, INC. |H E SARGENT, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 659.10 LUMP| 40000.00000 40000.00| 40552.00000 40552.00| 65719.50000 65719.50
MOBILIZATION | | |
SECTION TOTALS | $ 554,878.50| $ 590,829.00| $ 674,900.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 554,878.50| $ 590,829.00| $ 674,900.00
====================================================================================================================================
LETTING DATE : 07/09/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/09/03
PAGE : 5
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 008816.20
=========
====================================================================================================================================
|( 4 ) 000094 |( 5 ) 000416 |( 6 ) 000164
|HARRY C CROOKER & SONS, INC |T BUCK CONSTRUCTION INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.24 12.000 EA | 500.00000 6000.00| 355.00000 4260.00| 250.00000 3000.00
REMOVING STUMP | | |
0020 202.203 70.000 M2 | 25.00000 1750.00| 30.00000 2100.00| 30.00000 2100.00
PAVEMENT BUTT JOINTS | | |
0030 203.20 4500.000 M3 | 15.00000 67500.00| 13.60000 61200.00| 9.00000 40500.00
COMMON EXCAVATION | | |
0040 206.061 100.000 M3 | 35.00000 3500.00| 25.00000 2500.00| 15.00000 1500.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0050 304.10 10500.000 M3 | 20.00000 210000.00| 22.40000 235200.00| 20.00000 210000.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0060 307.32 6800.000 M2 | 5.50000 37400.00| 4.50000 30600.00| 4.00000 27200.00
FULL DEPTH RECYCLED PAVEMENT(UNTREATED | | |
MAINELINE TRAVELWAY) | | |
0070 403.207 1600.000 MG | 38.11000 60976.00| 39.00000 62400.00| 39.00000 62400.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0080 403.208 1100.000 MG | 34.60000 38060.00| 39.00000 42900.00| 39.00000 42900.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0090 403.209 26.000 MG | 110.00000 2860.00| 90.00000 2340.00| 90.00000 2340.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0100 409.15 7.000 L | 2.00000 14.00| 20.00000 140.00| 3.00000 21.00
BITUMINOUS TACK COAT APPLIED | | |
0110 603.159 7.000 M | 130.00000 910.00| 127.00000 889.00| 110.00000 770.00
300 MM CULVERT PIPE OPTION III | | |
0120 603.16 27.000 M | 80.00000 2160.00| 98.00000 2646.00| 80.00000 2160.00
375 MM CULVERT PIPE OPTION I | | |
0130 603.17 38.000 M | 150.00000 5700.00| 125.00000 4750.00| 100.00000 3800.00
450 MM CULVERT PIPE OPTION I | | |
0140 603.179 6.000 M | 200.00000 1200.00| 105.00000 630.00| 100.00000 600.00
450 MM CULVERT PIPE OPTION III | | |
0150 603.199 15.000 M | 230.00000 3450.00| 190.00000 2850.00| 300.00000 4500.00
600 MM CULVERT PIPE OPTION III | | |
0160 604.092 4.000 EA | 2000.00000 8000.00| 2400.00000 9600.00| 2000.00000 8000.00
CATCH BASIN TYPE B1-C | | |
0170 604.244 2.000 EA | 1500.00000 3000.00| 1550.00000 3100.00| 1400.00000 2800.00
CATCH BASIN TYPE F4 | | |
0180 605.09 450.000 M | 66.00000 29700.00| 51.50000 23175.00| 80.00000 36000.00
150 MM UNDERDRAIN TYPE B | | |
LETTING DATE : 07/09/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/09/03
PAGE : 6
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 008816.20
=========
====================================================================================================================================
|( 4 ) 000094 |( 5 ) 000416 |( 6 ) 000164
|HARRY C CROOKER & SONS, INC |T BUCK CONSTRUCTION INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 605.10 32.000 M | 66.00000 2112.00| 71.50000 2288.00| 80.00000 2560.00
150 MM UNDERDRAIN OUTLET | | |
0200 605.11 81.000 M | 85.00000 6885.00| 63.50000 5143.50| 120.00000 9720.00
300 MM UNDERDRAIN TYPE C | | |
0210 605.12 140.000 M | 85.00000 11900.00| 86.50000 12110.00| 130.00000 18200.00
375 MM UNDERDRAIN TYPE C | | |
0220 605.38 220.000 M | 32.80000 7216.00| 39.95000 8789.00| 120.00000 26400.00
TIRE SHRED FRENCH DRAIN | | |
0230 606.35 4.000 EA | 25.00000 100.00| 45.00000 180.00| 50.00000 200.00
GUARDRAIL DELINEATOR POST | | |
0240 609.31 390.000 M | 15.00000 5850.00| 12.00000 4680.00| 12.00000 4680.00
CURB TYPE 3 | | |
0250 610.08 280.000 M3 | 65.40000 18312.00| 60.00000 16800.00| 60.00000 16800.00
PLAIN RIPRAP | | |
0260 615.07 600.000 M3 | 40.00000 24000.00| 34.50000 20700.00| 55.00000 33000.00
LOAM | | |
0270 618.1301 14.000 UN | 15.00000 210.00| 18.50000 259.00| 15.00000 210.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0280 618.1401 75.000 UN | 13.75000 1031.25| 16.50000 1237.50| 13.75000 1031.25
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0290 618.1411 16.000 UN | 30.00000 480.00| 36.50000 584.00| 30.00000 480.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0300 618.15 28.000 KG | 5.00000 140.00| 12.50000 350.00| 5.00000 140.00
TEMPORARY SEEDING | | |
0310 619.1201 200.000 UN | 6.00000 1200.00| 7.50000 1500.00| 6.00000 1200.00
MULCH - PLAN QUANTITY | | |
0320 620.58 920.000 M2 | 4.00000 3680.00| 2.00000 1840.00| 2.50000 2300.00
EROSION CONTROL GEOTEXTILE | | |
0330 627.711 3150.000 M | 0.62000 1953.00| 0.66000 2079.00| 0.60000 1890.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0340 627.76 LUMP| 2500.00000 2500.00| 2850.00000 2850.00| 2000.00000 2000.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0350 629.05 16.000 HR | 25.00000 400.00| 40.00000 640.00| 25.00000 400.00
HAND LABOR, STRAIGHT TIME | | |
0360 631.12 8.000 HR | 100.00000 800.00| 120.00000 960.00| 85.00000 680.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0370 631.172 8.000 HR | 50.00000 400.00| 55.00000 440.00| 45.00000 360.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
LETTING DATE : 07/09/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/09/03
PAGE : 7
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 008816.20
=========
====================================================================================================================================
|( 4 ) 000094 |( 5 ) 000416 |( 6 ) 000164
|HARRY C CROOKER & SONS, INC |T BUCK CONSTRUCTION INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 631.22 8.000 HR | 80.00000 640.00| 85.00000 680.00| 75.00000 600.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
0390 637.071 LUMP| 5000.00000 5000.00| 21500.00000 21500.00| 13000.00000 13000.00
DUST CONTROL | | |
0400 639.18 1.000 EA | 5000.00000 5000.00| 4000.00000 4000.00| 11000.00000 11000.00
FIELD OFFICE TYPE A | | |
0410 652.31 10.000 EA | 25.00000 250.00| 95.00000 950.00| 60.00000 600.00
TYPE I BARRICADE | | |
0420 652.311 10.000 EA | 50.00000 500.00| 115.00000 1150.00| 70.00000 700.00
TYPE II BARRICADE | | |
0430 652.33 20.000 EA | 50.00000 1000.00| 85.00000 1700.00| 60.00000 1200.00
DRUM | | |
0440 652.34 50.000 EA | 25.00000 1250.00| 25.00000 1250.00| 25.00000 1250.00
CONE | | |
0450 652.35 40.000 M2 | 110.00000 4400.00| 135.00000 5400.00| 115.00000 4600.00
CONSTRUCTION SIGNS | | |
0460 652.361 70.000 LS | 7500.00000 7500.00| 10800.00000 10800.00| 15000.00000 15000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0470 652.38 1400.000 HR | 20.00000 28000.00| 13.50000 18900.00| 12.00000 16800.00
FLAGGER | | |
0480 656.75 LUMP| 10000.00000 10000.00| 20200.00000 20200.00| 10000.00000 10000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0490 657.24 71.000 UN | 1.00000 71.00| 15.50000 1100.50| 5.00000 355.00
SEEDING PITS | | |
0500 659.10 LUMP| 54720.00000 54720.00| 55436.50000 55436.50| 71900.00000 71900.00
MOBILIZATION | | |
SECTION TOTALS | $ 689,680.25| $ 717,777.00| $ 719,847.25
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 689,680.25| $ 717,777.00| $ 719,847.25
====================================================================================================================================
LETTING DATE : 07/09/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/09/03
PAGE : 8
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 008816.20
=========
====================================================================================================================================
|( 7 ) 000855 |( ) |( )
|BRIDGECORP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.24 12.000 EA | 300.00000 3600.00| |
REMOVING STUMP | | |
0020 202.203 70.000 M2 | 30.00000 2100.00| |
PAVEMENT BUTT JOINTS | | |
0030 203.20 4500.000 M3 | 17.00000 76500.00| |
COMMON EXCAVATION | | |
0040 206.061 100.000 M3 | 25.00000 2500.00| |
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0050 304.10 10500.000 M3 | 13.00000 136500.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0060 307.32 6800.000 M2 | 3.00000 20400.00| |
FULL DEPTH RECYCLED PAVEMENT(UNTREATED | | |
MAINELINE TRAVELWAY) | | |
0070 403.207 1600.000 MG | 36.00000 57600.00| |
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0080 403.208 1100.000 MG | 37.00000 40700.00| |
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0090 403.209 26.000 MG | 175.00000 4550.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0100 409.15 7.000 L | 3.00000 21.00| |
BITUMINOUS TACK COAT APPLIED | | |
0110 603.159 7.000 M | 230.00000 1610.00| |
300 MM CULVERT PIPE OPTION III | | |
0120 603.16 27.000 M | 80.00000 2160.00| |
375 MM CULVERT PIPE OPTION I | | |
0130 603.17 38.000 M | 90.00000 3420.00| |
450 MM CULVERT PIPE OPTION I | | |
0140 603.179 6.000 M | 325.00000 1950.00| |
450 MM CULVERT PIPE OPTION III | | |
0150 603.199 15.000 M | 450.00000 6750.00| |
600 MM CULVERT PIPE OPTION III | | |
0160 604.092 4.000 EA | 2500.00000 10000.00| |
CATCH BASIN TYPE B1-C | | |
0170 604.244 2.000 EA | 1500.00000 3000.00| |
CATCH BASIN TYPE F4 | | |
0180 605.09 450.000 M | 85.00000 38250.00| |
150 MM UNDERDRAIN TYPE B | | |
LETTING DATE : 07/09/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/09/03
PAGE : 9
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 008816.20
=========
====================================================================================================================================
|( 7 ) 000855 |( ) |( )
|BRIDGECORP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 605.10 32.000 M | 95.00000 3040.00| |
150 MM UNDERDRAIN OUTLET | | |
0200 605.11 81.000 M | 125.00000 10125.00| |
300 MM UNDERDRAIN TYPE C | | |
0210 605.12 140.000 M | 135.00000 18900.00| |
375 MM UNDERDRAIN TYPE C | | |
0220 605.38 220.000 M | 100.00000 22000.00| |
TIRE SHRED FRENCH DRAIN | | |
0230 606.35 4.000 EA | 40.00000 160.00| |
GUARDRAIL DELINEATOR POST | | |
0240 609.31 390.000 M | 23.00000 8970.00| |
CURB TYPE 3 | | |
0250 610.08 280.000 M3 | 100.00000 28000.00| |
PLAIN RIPRAP | | |
0260 615.07 600.000 M3 | 55.00000 33000.00| |
LOAM | | |
0270 618.1301 14.000 UN | 15.00000 210.00| |
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0280 618.1401 75.000 UN | 14.00000 1050.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0290 618.1411 16.000 UN | 30.00000 480.00| |
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0300 618.15 28.000 KG | 5.00000 140.00| |
TEMPORARY SEEDING | | |
0310 619.1201 200.000 UN | 7.00000 1400.00| |
MULCH - PLAN QUANTITY | | |
0320 620.58 920.000 M2 | 5.00000 4600.00| |
EROSION CONTROL GEOTEXTILE | | |
0330 627.711 3150.000 M | 0.70000 2205.00| |
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0340 627.76 LUMP| 3000.00000 3000.00| |
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0350 629.05 16.000 HR | 20.00000 320.00| |
HAND LABOR, STRAIGHT TIME | | |
0360 631.12 8.000 HR | 125.00000 1000.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0370 631.172 8.000 HR | 45.00000 360.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
LETTING DATE : 07/09/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/09/03
PAGE : 10
COUNTIE(S): ANDROSCOGGIN TABULATION OF BIDS
CONTRACT ID : 008816.20
=========
====================================================================================================================================
|( 7 ) 000855 |( ) |( )
|BRIDGECORP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 631.22 8.000 HR | 75.00000 600.00| |
FRONT END LOADER (INCLUDING OPERATOR) | | |
0390 637.071 LUMP| 13000.00000 13000.00| |
DUST CONTROL | | |
0400 639.18 1.000 EA | 7500.00000 7500.00| |
FIELD OFFICE TYPE A | | |
0410 652.31 10.000 EA | 25.00000 250.00| |
TYPE I BARRICADE | | |
0420 652.311 10.000 EA | 30.00000 300.00| |
TYPE II BARRICADE | | |
0430 652.33 20.000 EA | 65.00000 1300.00| |
DRUM | | |
0440 652.34 50.000 EA | 20.00000 1000.00| |
CONE | | |
0450 652.35 40.000 M2 | 30.00000 1200.00| |
CONSTRUCTION SIGNS | | |
0460 652.361 70.000 LS | 4000.00000 4000.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0470 652.38 1400.000 HR | 20.00000 28000.00| |
FLAGGER | | |
0480 656.75 LUMP| 17500.00000 17500.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0490 657.24 71.000 UN | 10.00000 710.00| |
SEEDING PITS | | |
0500 659.10 LUMP| 180000.00000 180000.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 805,931.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 805,931.00| $ 0.00| $
====================================================================================================================================
|