Skip Maine state header navigation
LETTING DATE : 12/17/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/17/03
PAGE : 1
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 000556.26 COMPLETION DATE : 10/22/04
=========
PROJECT(S): STP-95-0556(26)E LOCATION(S): AUGUSTA MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : NEW HIGHWAY CONSTRUCTION NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000164 C P M CONSTRUCTORS $ 1,934,159.50 100.0000%
2 000063 WYMAN & SIMPSON, INC. $ 2,024,496.10 104.6706%
3 001094 K & K EXCAVATION, INC. $ 2,144,593.50 110.8799%
4 000403 PRATT & SONS INC. $ 2,227,153.40 115.1484%
5 000855 BRIDGECORP $ 2,590,477.40 133.9330%
6 000132 HAROLD WARREN CONSTRUCTION $ 2,617,316.50 135.3206%
7 000079 R J GRONDIN & SONS, INC. $ 2,901,792.00 150.0286%
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000063 |( 3 ) 001094
|C P M CONSTRUCTORS |WYMAN & SIMPSON, INC. |K & K EXCAVATION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 202.203 461.000 M2 | 25.00000 11525.00| 24.00000 11064.00| 13.00000 5993.00
PAVEMENT BUTT JOINTS | | |
0020 203.20 8364.000 M3 | 9.00000 75276.00| 9.50000 79458.00| 10.00000 83640.00
COMMON EXCAVATION | | |
0030 203.25 50.000 M3 | 18.50000 925.00| 20.00000 1000.00| 20.00000 1000.00
GRANULAR BORROW | | |
0040 206.061 50.000 M3 | 45.00000 2250.00| 20.00000 1000.00| 20.00000 1000.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0050 304.09 4400.000 M3 | 20.00000 88000.00| 20.00000 88000.00| 25.00000 110000.00
AGGREGATE BASE COURSE - CRUSHED | | |
0060 304.10 8880.000 M3 | 15.00000 133200.00| 15.00000 133200.00| 20.00000 177600.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.207 10500.000 MG | 41.00000 430500.00| 43.00000 451500.00| 42.60000 447300.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0080 403.208 3820.000 MG | 41.40000 158148.00| 43.50000 166170.00| 46.00000 175720.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0090 403.209 195.000 MG | 99.20000 19344.00| 105.00000 20475.00| 188.50000 36757.50
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
LETTING DATE : 12/17/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/17/03
PAGE : 2
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 000556.26
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000063 |( 3 ) 001094
|C P M CONSTRUCTORS |WYMAN & SIMPSON, INC. |K & K EXCAVATION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 403.210 1220.000 MG | 46.65000 56913.00| 49.00000 59780.00| 61.00000 74420.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0110 403.211 185.000 MG | 56.20000 10397.00| 59.00000 10915.00| 150.00000 27750.00
HOT MIX ASPHALT (SHIM) | | |
0120 403.213 3500.000 MG | 42.25000 147875.00| 44.50000 155750.00| 47.25000 165375.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0130 409.15 3320.000 L | 1.75000 5810.00| 1.85000 6142.00| 1.75000 5810.00
BITUMINOUS TACK COAT APPLIED | | |
0140 424.321 1690.000 M | 1.00000 1690.00| 0.75000 1267.50| 3.30000 5577.00
ASPHALT RUBBER JOINT SEALER, APPLIED | | |
0150 502.341 78.000 M3 | 225.00000 17550.00| 500.00000 39000.00| 600.00000 46800.00
STRUCTURAL CONCRETE ROADWAY MEDIAN | | |
0160 508.14 6480.000 LS | 120000.00000 120000.00| 130000.00000 130000.00| 150000.00000 150000.00
HIGH PERFORMANCE WATERPROOFING MEMBRANE | | |
0170 527.303 3.000 EA | 2500.00000 7500.00| 2500.00000 7500.00| 1900.00000 5700.00
ENERGY ABSORBING SYSTEM (ET-2,000) | | |
0180 603.155 215.000 M | 90.00000 19350.00| 100.00000 21500.00| 100.00000 21500.00
300 MM RCP CLASS III | | |
0190 603.159 28.000 M | 145.00000 4060.00| 100.00000 2800.00| 150.00000 4200.00
300 MM CULVERT PIPE OPTION III | | |
0200 603.175 14.400 M | 115.00000 1656.00| 115.00000 1656.00| 200.00000 2880.00
450 MM RCP CLASS III | | |
0210 603.179 101.000 M | 150.00000 15150.00| 115.00000 11615.00| 150.00000 15150.00
450 MM CULVERT PIPE OPTION III | | |
0220 603.195 5.000 M | 160.00000 800.00| 140.00000 700.00| 350.00000 1750.00
600 MM RCP CLASS III | | |
0230 603.199 18.000 M | 155.00000 2790.00| 140.00000 2520.00| 150.00000 2700.00
600 MM CULVERT PIPE OPTION III | | |
0240 603.75 1.000 EA | 500.00000 500.00| 175.00000 175.00| 400.00000 400.00
150 MM INLET GRATE UNIT | | |
0250 603.78 2.000 EA | 650.00000 1300.00| 320.00000 640.00| 400.00000 800.00
450 MM INLET GRATE UNIT | | |
0260 603.80 1.000 EA | 800.00000 800.00| 540.00000 540.00| 400.00000 400.00
600 MM INLET GRATE UNIT | | |
0270 604.092 11.000 EA | 1500.00000 16500.00| 2000.00000 22000.00| 1500.00000 16500.00
CATCH BASIN TYPE B1-C | | |
0280 604.15 4.400 EA | 2200.00000 9680.00| 2400.00000 10560.00| 1600.00000 7040.00
MANHOLE | | |
0290 604.16 8.000 EA | 550.00000 4400.00| 550.00000 4400.00| 600.00000 4800.00
ALTERING CATCH BASIN TO MANHOLES | | |
0300 604.18 5.000 EA | 350.00000 1750.00| 325.00000 1625.00| 600.00000 3000.00
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
LETTING DATE : 12/17/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/17/03
PAGE : 3
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 000556.26
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000063 |( 3 ) 001094
|C P M CONSTRUCTORS |WYMAN & SIMPSON, INC. |K & K EXCAVATION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 604.23 41.000 EA | 25.00000 1025.00| 11.00000 451.00| 75.00000 3075.00
STEP | | |
0320 604.243 2.000 EA | 850.00000 1700.00| 1500.00000 3000.00| 1250.00000 2500.00
CATCH BASIN TYPE F3-C | | |
0330 604.245 2.000 EA | 900.00000 1800.00| 1600.00000 3200.00| 1250.00000 2500.00
CATCH BASIN TYPE F4-C | | |
0340 604.247 4.000 EA | 950.00000 3800.00| 1750.00000 7000.00| 1250.00000 5000.00
CATCH BASIN TYPE F5-C | | |
0350 605.09 396.000 M | 60.00000 23760.00| 83.00000 32868.00| 65.00000 25740.00
150 MM UNDERDRAIN TYPE B | | |
0360 605.11 48.000 M | 75.00000 3600.00| 130.00000 6240.00| 95.00000 4560.00
300 MM UNDERDRAIN TYPE C | | |
0370 605.13 38.000 M | 90.00000 3420.00| 200.00000 7600.00| 115.00000 4370.00
450 MM UNDERDRAIN TYPE C | | |
0380 606.1721 4.000 EA | 1200.00000 4800.00| 1350.00000 5400.00| 1125.00000 4500.00
BRIDGE TRANSITION - TYPE 1 | | |
0390 606.23 812.000 M | 31.00000 25172.00| 30.00000 24360.00| 34.00000 27608.00
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0400 606.2602 1.000 EA | 550.00000 550.00| 105.00000 105.00| 850.00000 850.00
TERMINAL END - TRAILING END | | |
0410 606.35 33.000 EA | 27.50000 907.50| 27.00000 891.00| 25.00000 825.00
GUARDRAIL DELINEATOR POST | | |
0420 606.79 4.000 EA | 1200.00000 4800.00| 1800.00000 7200.00| 1300.00000 5200.00
GUARDRAIL 350 FLARED TERMINAL | | |
0430 607.09 660.000 M | 25.00000 16500.00| 15.35000 10131.00| 13.00000 8580.00
WOVEN WIRE FENCE - METAL POSTS | | |
0440 607.15 2.000 EA | 1500.00000 3000.00| 415.00000 830.00| 350.00000 700.00
DRIVE GATEWAY 4.9 METER - METAL | | |
0450 607.163 1070.000 M | 40.00000 42800.00| 28.50000 30495.00| 24.00000 25680.00
CHAIN LINK FENCE - 1.2 METER P.V.C. | | |
COATED | | |
0460 607.32 2.000 EA | 175.00000 350.00| 170.00000 340.00| 145.00000 290.00
BRACING ASSEMBLY TYPE I - METAL POSTS | | |
0470 607.33 24.000 EA | 225.00000 5400.00| 240.00000 5760.00| 200.00000 4800.00
BRACING ASSEMBLY TYPE II - METAL POSTS | | |
0480 607.35 31.000 EA | 225.00000 6975.00| 120.00000 3720.00| 100.00000 3100.00
BRACING ASSEMBLY CHAIN LINK FENCE PVC | | |
COATED COATED | | |
0490 609.11 8.000 M | 85.00000 680.00| 60.00000 480.00| 85.00000 680.00
VERTICAL CURB TYPE 1 | | |
0500 609.234 4.800 EA | 87.50000 420.00| 72.00000 345.60| 150.00000 720.00
TERMINAL CURB TYPE 1 - 1.2 METER | | |
LETTING DATE : 12/17/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/17/03
PAGE : 4
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 000556.26
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000063 |( 3 ) 001094
|C P M CONSTRUCTORS |WYMAN & SIMPSON, INC. |K & K EXCAVATION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0510 609.31 500.000 M | 15.00000 7500.00| 14.00000 7000.00| 13.10000 6550.00
CURB TYPE 3 | | |
0520 609.34 1025.000 M | 70.00000 71750.00| 50.00000 51250.00| 70.00000 71750.00
CURB TYPE 5 | | |
0530 609.35 21.000 M | 415.00000 8715.00| 72.00000 1512.00| 190.00000 3990.00
CURB TYPE 5 - CIRCULAR | | |
0540 610.08 44.000 M3 | 45.00000 1980.00| 50.00000 2200.00| 60.00000 2640.00
PLAIN RIPRAP | | |
0550 610.18 315.000 M3 | 45.00000 14175.00| 40.00000 12600.00| 60.00000 18900.00
STONE DITCH PROTECTION | | |
0560 613.319 1220.000 M2 | 1.75000 2135.00| 2.00000 2440.00| 3.00000 3660.00
EROSION CONTROL BLANKET | | |
0570 615.07 600.000 M3 | 45.00000 27000.00| 34.50000 20700.00| 25.00000 15000.00
LOAM | | |
0580 618.1301 19.000 UN | 13.00000 247.00| 13.00000 247.00| 30.00000 570.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0590 618.1401 59.000 UN | 13.00000 767.00| 13.00000 767.00| 19.00000 1121.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0600 618.1411 37.000 UN | 30.00000 1110.00| 31.00000 1147.00| 38.00000 1406.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0610 618.15 44.000 KG | 2.00000 88.00| 2.00000 88.00| 5.00000 220.00
TEMPORARY SEEDING | | |
0620 619.1201 145.000 UN | 8.00000 1160.00| 7.00000 1015.00| 8.00000 1160.00
MULCH - PLAN QUANTITY | | |
0630 619.1401 50.000 M3 | 45.00000 2250.00| 40.00000 2000.00| 40.00000 2000.00
EROSION CONTROL MIX | | |
0640 620.58 134.000 M2 | 2.25000 301.50| 2.00000 268.00| 4.00000 536.00
EROSION CONTROL GEOTEXTILE | | |
0650 626.11 4.000 EA | 1500.00000 6000.00| 370.00000 1480.00| 350.00000 1400.00
PRECAST CONCRETE JUNCTION BOX:___ | | |
0660 626.22 125.000 M | 24.50000 3062.50| 24.00000 3000.00| 22.96000 2870.00
NON-METALLIC CONDUIT | | |
0670 626.331 4.000 EA | 1000.00000 4000.00| 950.00000 3800.00| 900.00000 3600.00
900 MM FOUNDATION | | |
0680 627.711 12500.000 M | 0.40000 5000.00| 0.40000 5000.00| 0.37000 4625.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0690 627.75 172.000 M2 | 15.00000 2580.00| 14.00000 2408.00| 13.50000 2322.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0700 627.76 LUMP| 2500.00000 2500.00| 12000.00000 12000.00| 5200.00000 5200.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
LETTING DATE : 12/17/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/17/03
PAGE : 5
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 000556.26
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000063 |( 3 ) 001094
|C P M CONSTRUCTORS |WYMAN & SIMPSON, INC. |K & K EXCAVATION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0710 629.05 40.000 HR | 35.00000 1400.00| 22.00000 880.00| 30.00000 1200.00
HAND LABOR, STRAIGHT TIME | | |
0720 631.12 10.000 HR | 95.00000 950.00| 90.00000 900.00| 100.00000 1000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0730 631.13 20.000 HR | 95.00000 1900.00| 75.00000 1500.00| 75.00000 1500.00
BULLDOZER (INCLUDING OPERATOR) | | |
0740 631.14 10.000 HR | 150.00000 1500.00| 75.00000 750.00| 100.00000 1000.00
GRADER (INCLUDING OPERATOR) | | |
0750 631.15 10.000 HR | 75.00000 750.00| 60.00000 600.00| 75.00000 750.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0760 631.172 10.000 HR | 45.00000 450.00| 40.00000 400.00| 46.00000 460.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0770 631.18 10.000 HR | 40.00000 400.00| 30.00000 300.00| 40.00000 400.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0780 631.32 10.000 HR | 300.00000 3000.00| 120.00000 1200.00| 150.00000 1500.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0790 637.071 LUMP| 4500.00000 4500.00| 20000.00000 20000.00| 7500.00000 7500.00
DUST CONTROL | | |
0800 643.86 10.000 EA | 750.00000 7500.00| 735.00000 7350.00| 700.00000 7000.00
TRAFFIC SIGNAL LOOP DETECTORS | | |
0810 652.39 LUMP| 35000.00000 35000.00| 50000.00000 50000.00| 15000.00000 15000.00
WORK ZONE TRAFFIC CONTROL | | |
0820 656.75 LUMP| 15000.00000 15000.00| 4850.00000 4850.00| 20000.00000 20000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0830 658.20 1130.000 M2 | 8.00000 9040.00| 7.50000 8475.00| 7.10000 8023.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0840 659.10 LUMP| 173330.00000 173330.00| 199000.00000 199000.00| 194900.00000 194900.00
MOBILIZATION | | |
0850 660.21 2000.000 HR | 0.01000 20.00| 2.00000 4000.00| 1.00000 2000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 1,934,159.50| $ 2,024,496.10| $ 2,144,593.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,934,159.50| $ 2,024,496.10| $ 2,144,593.50
====================================================================================================================================
LETTING DATE : 12/17/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/17/03
PAGE : 6
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 000556.26
=========
====================================================================================================================================
|( 4 ) 000403 |( 5 ) 000855 |( 6 ) 000132
|PRATT & SONS INC. |BRIDGECORP |HAROLD WARREN CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 202.203 461.000 M2 | 30.00000 13830.00| 23.00000 10603.00| 30.00000 13830.00
PAVEMENT BUTT JOINTS | | |
0020 203.20 8364.000 M3 | 16.00000 133824.00| 20.00000 167280.00| 15.00000 125460.00
COMMON EXCAVATION | | |
0030 203.25 50.000 M3 | 23.00000 1150.00| 26.00000 1300.00| 24.00000 1200.00
GRANULAR BORROW | | |
0040 206.061 50.000 M3 | 25.00000 1250.00| 16.00000 800.00| 24.00000 1200.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0050 304.09 4400.000 M3 | 26.00000 114400.00| 35.00000 154000.00| 34.00000 149600.00
AGGREGATE BASE COURSE - CRUSHED | | |
0060 304.10 8880.000 M3 | 21.00000 186480.00| 26.00000 230880.00| 28.00000 248640.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.207 10500.000 MG | 41.00000 430500.00| 41.00000 430500.00| 45.00000 472500.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0080 403.208 3820.000 MG | 41.40000 158148.00| 41.40000 158148.00| 46.00000 175720.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0090 403.209 195.000 MG | 99.20000 19344.00| 135.00000 26325.00| 120.00000 23400.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0100 403.210 1220.000 MG | 46.65000 56913.00| 46.65000 56913.00| 51.00000 62220.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0110 403.211 185.000 MG | 56.20000 10397.00| 56.20000 10397.00| 62.00000 11470.00
HOT MIX ASPHALT (SHIM) | | |
0120 403.213 3500.000 MG | 42.25000 147875.00| 42.25000 147875.00| 46.00000 161000.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0130 409.15 3320.000 L | 1.75000 5810.00| 1.75000 5810.00| 2.00000 6640.00
BITUMINOUS TACK COAT APPLIED | | |
0140 424.321 1690.000 M | 0.70000 1183.00| 0.70000 1183.00| 1.25000 2112.50
ASPHALT RUBBER JOINT SEALER, APPLIED | | |
0150 502.341 78.000 M3 | 280.00000 21840.00| 550.00000 42900.00| 500.00000 39000.00
STRUCTURAL CONCRETE ROADWAY MEDIAN | | |
0160 508.14 6480.000 LS | 120000.00000 120000.00| 144744.00000 144744.00| 150000.00000 150000.00
HIGH PERFORMANCE WATERPROOFING MEMBRANE | | |
0170 527.303 3.000 EA | 2000.00000 6000.00| 2400.00000 7200.00| 2400.00000 7200.00
ENERGY ABSORBING SYSTEM (ET-2,000) | | |
0180 603.155 215.000 M | 80.00000 17200.00| 100.00000 21500.00| 210.00000 45150.00
300 MM RCP CLASS III | | |
0190 603.159 28.000 M | 95.00000 2660.00| 300.00000 8400.00| 200.00000 5600.00
300 MM CULVERT PIPE OPTION III | | |
LETTING DATE : 12/17/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/17/03
PAGE : 7
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 000556.26
=========
====================================================================================================================================
|( 4 ) 000403 |( 5 ) 000855 |( 6 ) 000132
|PRATT & SONS INC. |BRIDGECORP |HAROLD WARREN CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0200 603.175 14.400 M | 85.00000 1224.00| 300.00000 4320.00| 400.00000 5760.00
450 MM RCP CLASS III | | |
0210 603.179 101.000 M | 90.00000 9090.00| 200.00000 20200.00| 250.00000 25250.00
450 MM CULVERT PIPE OPTION III | | |
0220 603.195 5.000 M | 210.00000 1050.00| 320.00000 1600.00| 500.00000 2500.00
600 MM RCP CLASS III | | |
0230 603.199 18.000 M | 110.00000 1980.00| 250.00000 4500.00| 225.00000 4050.00
600 MM CULVERT PIPE OPTION III | | |
0240 603.75 1.000 EA | 275.00000 275.00| 220.00000 220.00| 100.00000 100.00
150 MM INLET GRATE UNIT | | |
0250 603.78 2.000 EA | 425.00000 850.00| 430.00000 860.00| 175.00000 350.00
450 MM INLET GRATE UNIT | | |
0260 603.80 1.000 EA | 625.00000 625.00| 720.00000 720.00| 200.00000 200.00
600 MM INLET GRATE UNIT | | |
0270 604.092 11.000 EA | 2000.00000 22000.00| 2100.00000 23100.00| 3500.00000 38500.00
CATCH BASIN TYPE B1-C | | |
0280 604.15 4.400 EA | 1750.00000 7700.00| 2300.00000 10120.00| 3200.00000 14080.00
MANHOLE | | |
0290 604.16 8.000 EA | 950.00000 7600.00| 1100.00000 8800.00| 1000.00000 8000.00
ALTERING CATCH BASIN TO MANHOLES | | |
0300 604.18 5.000 EA | 450.00000 2250.00| 550.00000 2750.00| 750.00000 3750.00
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0310 604.23 41.000 EA | 15.00000 615.00| 15.00000 615.00| 6.00000 246.00
STEP | | |
0320 604.243 2.000 EA | 1600.00000 3200.00| 1400.00000 2800.00| 2000.00000 4000.00
CATCH BASIN TYPE F3-C | | |
0330 604.245 2.000 EA | 1620.00000 3240.00| 1500.00000 3000.00| 2100.00000 4200.00
CATCH BASIN TYPE F4-C | | |
0340 604.247 4.000 EA | 1640.00000 6560.00| 1600.00000 6400.00| 2200.00000 8800.00
CATCH BASIN TYPE F5-C | | |
0350 605.09 396.000 M | 80.00000 31680.00| 75.00000 29700.00| 90.00000 35640.00
150 MM UNDERDRAIN TYPE B | | |
0360 605.11 48.000 M | 95.00000 4560.00| 115.00000 5520.00| 105.00000 5040.00
300 MM UNDERDRAIN TYPE C | | |
0370 605.13 38.000 M | 115.00000 4370.00| 150.00000 5700.00| 110.00000 4180.00
450 MM UNDERDRAIN TYPE C | | |
0380 606.1721 4.000 EA | 1500.00000 6000.00| 1000.00000 4000.00| 1100.00000 4400.00
BRIDGE TRANSITION - TYPE 1 | | |
0390 606.23 812.000 M | 40.00000 32480.00| 27.95000 22695.40| 36.00000 29232.00
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
LETTING DATE : 12/17/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/17/03
PAGE : 8
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 000556.26
=========
====================================================================================================================================
|( 4 ) 000403 |( 5 ) 000855 |( 6 ) 000132
|PRATT & SONS INC. |BRIDGECORP |HAROLD WARREN CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0400 606.2602 1.000 EA | 1000.00000 1000.00| 100.00000 100.00| 600.00000 600.00
TERMINAL END - TRAILING END | | |
0410 606.35 33.000 EA | 30.00000 990.00| 25.00000 825.00| 30.00000 990.00
GUARDRAIL DELINEATOR POST | | |
0420 606.79 4.000 EA | 1750.00000 7000.00| 1700.00000 6800.00| 1200.00000 4800.00
GUARDRAIL 350 FLARED TERMINAL | | |
0430 607.09 660.000 M | 15.00000 9900.00| 13.20000 8712.00| 26.50000 17490.00
WOVEN WIRE FENCE - METAL POSTS | | |
0440 607.15 2.000 EA | 400.00000 800.00| 1350.00000 2700.00| 1200.00000 2400.00
DRIVE GATEWAY 4.9 METER - METAL | | |
0450 607.163 1070.000 M | 30.00000 32100.00| 34.65000 37075.50| 45.00000 48150.00
CHAIN LINK FENCE - 1.2 METER P.V.C. | | |
COATED | | |
0460 607.32 2.000 EA | 175.00000 350.00| 265.00000 530.00| 160.00000 320.00
BRACING ASSEMBLY TYPE I - METAL POSTS | | |
0470 607.33 24.000 EA | 225.00000 5400.00| 310.00000 7440.00| 220.00000 5280.00
BRACING ASSEMBLY TYPE II - METAL POSTS | | |
0480 607.35 31.000 EA | 115.00000 3565.00| 359.00000 11129.00| 220.00000 6820.00
BRACING ASSEMBLY CHAIN LINK FENCE PVC | | |
COATED COATED | | |
0490 609.11 8.000 M | 115.00000 920.00| 100.00000 800.00| 120.00000 960.00
VERTICAL CURB TYPE 1 | | |
0500 609.234 4.800 EA | 350.00000 1680.00| 200.00000 960.00| 750.00000 3600.00
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0510 609.31 500.000 M | 25.00000 12500.00| 20.00000 10000.00| 15.00000 7500.00
CURB TYPE 3 | | |
0520 609.34 1025.000 M | 45.00000 46125.00| 90.00000 92250.00| 98.00000 100450.00
CURB TYPE 5 | | |
0530 609.35 21.000 M | 210.00000 4410.00| 300.00000 6300.00| 120.00000 2520.00
CURB TYPE 5 - CIRCULAR | | |
0540 610.08 44.000 M3 | 65.00000 2860.00| 100.00000 4400.00| 20.00000 880.00
PLAIN RIPRAP | | |
0550 610.18 315.000 M3 | 65.00000 20475.00| 75.00000 23625.00| 40.00000 12600.00
STONE DITCH PROTECTION | | |
0560 613.319 1220.000 M2 | 2.00000 2440.00| 3.00000 3660.00| 5.00000 6100.00
EROSION CONTROL BLANKET | | |
0570 615.07 600.000 M3 | 60.00000 36000.00| 55.00000 33000.00| 28.00000 16800.00
LOAM | | |
0580 618.1301 19.000 UN | 14.00000 266.00| 12.00000 228.00| 15.00000 285.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0590 618.1401 59.000 UN | 14.00000 826.00| 12.00000 708.00| 15.00000 885.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
LETTING DATE : 12/17/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/17/03
PAGE : 9
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 000556.26
=========
====================================================================================================================================
|( 4 ) 000403 |( 5 ) 000855 |( 6 ) 000132
|PRATT & SONS INC. |BRIDGECORP |HAROLD WARREN CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0600 618.1411 37.000 UN | 32.00000 1184.00| 29.00000 1073.00| 40.00000 1480.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0610 618.15 44.000 KG | 2.00000 88.00| 3.00000 132.00| 2.00000 88.00
TEMPORARY SEEDING | | |
0620 619.1201 145.000 UN | 7.00000 1015.00| 7.00000 1015.00| 8.00000 1160.00
MULCH - PLAN QUANTITY | | |
0630 619.1401 50.000 M3 | 43.00000 2150.00| 60.00000 3000.00| 50.00000 2500.00
EROSION CONTROL MIX | | |
0640 620.58 134.000 M2 | 2.10000 281.40| 3.25000 435.50| 5.00000 670.00
EROSION CONTROL GEOTEXTILE | | |
0650 626.11 4.000 EA | 400.00000 1600.00| 350.00000 1400.00| 500.00000 2000.00
PRECAST CONCRETE JUNCTION BOX:___ | | |
0660 626.22 125.000 M | 26.00000 3250.00| 23.00000 2875.00| 30.00000 3750.00
NON-METALLIC CONDUIT | | |
0670 626.331 4.000 EA | 1000.00000 4000.00| 900.00000 3600.00| 1200.00000 4800.00
900 MM FOUNDATION | | |
0680 627.711 12500.000 M | 0.45000 5625.00| 0.39000 4875.00| 0.50000 6250.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0690 627.75 172.000 M2 | 15.00000 2580.00| 13.75000 2365.00| 14.00000 2408.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0700 627.76 LUMP| 6000.00000 6000.00| 5700.00000 5700.00| 2500.00000 2500.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0710 629.05 40.000 HR | 34.00000 1360.00| 20.00000 800.00| 30.00000 1200.00
HAND LABOR, STRAIGHT TIME | | |
0720 631.12 10.000 HR | 98.00000 980.00| 100.00000 1000.00| 100.00000 1000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0730 631.13 20.000 HR | 70.00000 1400.00| 85.00000 1700.00| 75.00000 1500.00
BULLDOZER (INCLUDING OPERATOR) | | |
0740 631.14 10.000 HR | 175.00000 1750.00| 100.00000 1000.00| 100.00000 1000.00
GRADER (INCLUDING OPERATOR) | | |
0750 631.15 10.000 HR | 80.00000 800.00| 85.00000 850.00| 70.00000 700.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0760 631.172 10.000 HR | 56.00000 560.00| 45.00000 450.00| 50.00000 500.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0770 631.18 10.000 HR | 38.00000 380.00| 25.00000 250.00| 35.00000 350.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
LETTING DATE : 12/17/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/17/03
PAGE : 10
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 000556.26
=========
====================================================================================================================================
|( 4 ) 000403 |( 5 ) 000855 |( 6 ) 000132
|PRATT & SONS INC. |BRIDGECORP |HAROLD WARREN CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0780 631.32 10.000 HR | 165.00000 1650.00| 220.00000 2200.00| 125.00000 1250.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0790 637.071 LUMP| 4500.00000 4500.00| 5000.00000 5000.00| 20000.00000 20000.00
DUST CONTROL | | |
0800 643.86 10.000 EA | 900.00000 9000.00| 700.00000 7000.00| 900.00000 9000.00
TRAFFIC SIGNAL LOOP DETECTORS | | |
0810 652.39 LUMP| 100.00000 100.00| 30000.00000 30000.00| 70000.00000 70000.00
WORK ZONE TRAFFIC CONTROL | | |
0820 656.75 LUMP| 100.00000 100.00| 5000.00000 5000.00| 26000.00000 26000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0830 658.20 1130.000 M2 | 8.00000 9040.00| 7.20000 8136.00| 12.00000 13560.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0840 659.10 LUMP| 378000.00000 378000.00| 463000.00000 463000.00| 300000.00000 300000.00
MOBILIZATION | | |
0850 660.21 2000.000 HR | 2.00000 4000.00| 1.00000 2000.00| 2.00000 4000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 2,227,153.40| $ 2,590,477.40| $ 2,617,316.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,227,153.40| $ 2,590,477.40| $ 2,617,316.50
====================================================================================================================================
LETTING DATE : 12/17/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/17/03
PAGE : 11
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 000556.26
=========
====================================================================================================================================
|( 7 ) 000079 |( ) |( )
|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 202.203 461.000 M2 | 40.00000 18440.00| |
PAVEMENT BUTT JOINTS | | |
0020 203.20 8364.000 M3 | 16.00000 133824.00| |
COMMON EXCAVATION | | |
0030 203.25 50.000 M3 | 28.00000 1400.00| |
GRANULAR BORROW | | |
0040 206.061 50.000 M3 | 30.00000 1500.00| |
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0050 304.09 4400.000 M3 | 25.00000 110000.00| |
AGGREGATE BASE COURSE - CRUSHED | | |
0060 304.10 8880.000 M3 | 23.00000 204240.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0070 403.207 10500.000 MG | 41.00000 430500.00| |
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0080 403.208 3820.000 MG | 41.40000 158148.00| |
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0090 403.209 195.000 MG | 290.00000 56550.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0100 403.210 1220.000 MG | 46.65000 56913.00| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0110 403.211 185.000 MG | 56.20000 10397.00| |
HOT MIX ASPHALT (SHIM) | | |
0120 403.213 3500.000 MG | 42.25000 147875.00| |
HOT MIX ASPHALT 12.5 MM, BASE | | |
0130 409.15 3320.000 L | 3.00000 9960.00| |
BITUMINOUS TACK COAT APPLIED | | |
0140 424.321 1690.000 M | 2.00000 3380.00| |
ASPHALT RUBBER JOINT SEALER, APPLIED | | |
0150 502.341 78.000 M3 | 650.00000 50700.00| |
STRUCTURAL CONCRETE ROADWAY MEDIAN | | |
0160 508.14 6480.000 LS | 165000.00000 165000.00| |
HIGH PERFORMANCE WATERPROOFING MEMBRANE | | |
0170 527.303 3.000 EA | 4200.00000 12600.00| |
ENERGY ABSORBING SYSTEM (ET-2,000) | | |
0180 603.155 215.000 M | 140.00000 30100.00| |
300 MM RCP CLASS III | | |
0190 603.159 28.000 M | 250.00000 7000.00| |
300 MM CULVERT PIPE OPTION III | | |
LETTING DATE : 12/17/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/17/03
PAGE : 12
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 000556.26
=========
====================================================================================================================================
|( 7 ) 000079 |( ) |( )
|R J GRONDIN & SONS, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0200 603.175 14.400 M | 525.00000 7560.00| |
450 MM RCP CLASS III | | |
0210 603.179 101.000 M | 525.00000 53025.00| |
450 MM CULVERT PIPE OPTION III | | |
0220 603.195 5.000 M | 740.00000 3700.00| |
600 MM RCP CLASS III | | |
0230 603.199 18.000 M | 740.00000 13320.00| |
600 MM CULVERT PIPE OPTION III | | |
0240 603.75 1.000 EA | 1000.00000 1000.00| |
150 MM INLET GRATE UNIT | | |
0250 603.78 2.000 EA | 1100.00000 2200.00| |
450 MM INLET GRATE UNIT | | |
0260 603.80 1.000 EA | 1200.00000 1200.00| |
600 MM INLET GRATE UNIT | | |
0270 604.092 11.000 EA | 2400.00000 26400.00| |
CATCH BASIN TYPE B1-C | | |
0280 604.15 4.400 EA | 3000.00000 13200.00| |
MANHOLE | | |
0290 604.16 8.000 EA | 1400.00000 11200.00| |
ALTERING CATCH BASIN TO MANHOLES | | |
0300 604.18 5.000 EA | 750.00000 3750.00| |
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0310 604.23 41.000 EA | 55.00000 2255.00| |
STEP | | |
0320 604.243 2.000 EA | 2200.00000 4400.00| |
CATCH BASIN TYPE F3-C | | |
0330 604.245 2.000 EA | 2200.00000 4400.00| |
CATCH BASIN TYPE F4-C | | |
0340 604.247 4.000 EA | 2200.00000 8800.00| |
CATCH BASIN TYPE F5-C | | |
0350 605.09 396.000 M | 135.00000 53460.00| |
150 MM UNDERDRAIN TYPE B | | |
0360 605.11 48.000 M | 240.00000 11520.00| |
300 MM UNDERDRAIN TYPE C | | |
0370 605.13 38.000 M | 375.00000 14250.00| |
450 MM UNDERDRAIN TYPE C | | |
0380 606.1721 4.000 EA | 2400.00000 9600.00| |
BRIDGE TRANSITION - TYPE 1 | | |
0390 606.23 812.000 M | 55.00000 44660.00| |
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
LETTING DATE : 12/17/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/17/03
PAGE : 13
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 000556.26
=========
====================================================================================================================================
|( 7 ) 000079 |( ) |( )
|R J GRONDIN & SONS, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0400 606.2602 1.000 EA | 1550.00000 1550.00| |
TERMINAL END - TRAILING END | | |
0410 606.35 33.000 EA | 44.00000 1452.00| |
GUARDRAIL DELINEATOR POST | | |
0420 606.79 4.000 EA | 2400.00000 9600.00| |
GUARDRAIL 350 FLARED TERMINAL | | |
0430 607.09 660.000 M | 23.00000 15180.00| |
WOVEN WIRE FENCE - METAL POSTS | | |
0440 607.15 2.000 EA | 1000.00000 2000.00| |
DRIVE GATEWAY 4.9 METER - METAL | | |
0450 607.163 1070.000 M | 42.00000 44940.00| |
CHAIN LINK FENCE - 1.2 METER P.V.C. | | |
COATED | | |
0460 607.32 2.000 EA | 700.00000 1400.00| |
BRACING ASSEMBLY TYPE I - METAL POSTS | | |
0470 607.33 24.000 EA | 600.00000 14400.00| |
BRACING ASSEMBLY TYPE II - METAL POSTS | | |
0480 607.35 31.000 EA | 600.00000 18600.00| |
BRACING ASSEMBLY CHAIN LINK FENCE PVC | | |
COATED COATED | | |
0490 609.11 8.000 M | 250.00000 2000.00| |
VERTICAL CURB TYPE 1 | | |
0500 609.234 4.800 EA | 350.00000 1680.00| |
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0510 609.31 500.000 M | 25.00000 12500.00| |
CURB TYPE 3 | | |
0520 609.34 1025.000 M | 120.00000 123000.00| |
CURB TYPE 5 | | |
0530 609.35 21.000 M | 400.00000 8400.00| |
CURB TYPE 5 - CIRCULAR | | |
0540 610.08 44.000 M3 | 125.00000 5500.00| |
PLAIN RIPRAP | | |
0550 610.18 315.000 M3 | 125.00000 39375.00| |
STONE DITCH PROTECTION | | |
0560 613.319 1220.000 M2 | 7.00000 8540.00| |
EROSION CONTROL BLANKET | | |
0570 615.07 600.000 M3 | 55.00000 33000.00| |
LOAM | | |
0580 618.1301 19.000 UN | 25.00000 475.00| |
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0590 618.1401 59.000 UN | 25.00000 1475.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
LETTING DATE : 12/17/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/17/03
PAGE : 14
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 000556.26
=========
====================================================================================================================================
|( 7 ) 000079 |( ) |( )
|R J GRONDIN & SONS, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0600 618.1411 37.000 UN | 48.00000 1776.00| |
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0610 618.15 44.000 KG | 6.00000 264.00| |
TEMPORARY SEEDING | | |
0620 619.1201 145.000 UN | 15.00000 2175.00| |
MULCH - PLAN QUANTITY | | |
0630 619.1401 50.000 M3 | 75.00000 3750.00| |
EROSION CONTROL MIX | | |
0640 620.58 134.000 M2 | 7.00000 938.00| |
EROSION CONTROL GEOTEXTILE | | |
0650 626.11 4.000 EA | 750.00000 3000.00| |
PRECAST CONCRETE JUNCTION BOX:___ | | |
0660 626.22 125.000 M | 55.00000 6875.00| |
NON-METALLIC CONDUIT | | |
0670 626.331 4.000 EA | 2500.00000 10000.00| |
900 MM FOUNDATION | | |
0680 627.711 12500.000 M | 1.00000 12500.00| |
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0690 627.75 172.000 M2 | 25.00000 4300.00| |
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0700 627.76 LUMP| 8500.00000 8500.00| |
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0710 629.05 40.000 HR | 28.00000 1120.00| |
HAND LABOR, STRAIGHT TIME | | |
0720 631.12 10.000 HR | 90.00000 900.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0730 631.13 20.000 HR | 90.00000 1800.00| |
BULLDOZER (INCLUDING OPERATOR) | | |
0740 631.14 10.000 HR | 90.00000 900.00| |
GRADER (INCLUDING OPERATOR) | | |
0750 631.15 10.000 HR | 75.00000 750.00| |
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0760 631.172 10.000 HR | 60.00000 600.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0770 631.18 10.000 HR | 50.00000 500.00| |
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
LETTING DATE : 12/17/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/17/03
PAGE : 15
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 000556.26
=========
====================================================================================================================================
|( 7 ) 000079 |( ) |( )
|R J GRONDIN & SONS, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0780 631.32 10.000 HR | 170.00000 1700.00| |
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0790 637.071 LUMP| 35000.00000 35000.00| |
DUST CONTROL | | |
0800 643.86 10.000 EA | 2500.00000 25000.00| |
TRAFFIC SIGNAL LOOP DETECTORS | | |
0810 652.39 LUMP| 135000.00000 135000.00| |
WORK ZONE TRAFFIC CONTROL | | |
0820 656.75 LUMP| 55000.00000 55000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0830 658.20 1130.000 M2 | 15.00000 16950.00| |
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0840 659.10 LUMP| 289000.00000 289000.00| |
MOBILIZATION | | |
0850 660.21 2000.000 HR | 20.00000 40000.00| |
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 2,901,792.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,901,792.00| $ 0.00| $
====================================================================================================================================