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LETTING DATE : 06/11/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/11/03
PAGE : 1
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 002850.10 COMPLETION DATE : 09/01/05
=========
PROJECT(S): F-NH-014P(58)E LOCATION(S): WESTBROOK - WINDHAM 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 000079 R J GRONDIN & SONS, INC. $ 6,225,564.80 100.0000%
2 000855 BRIDGECORP $ 8,179,053.25 131.3785%
====================================================================================================================================
|( 1 ) 000079 |( 2 ) 000855 |( )
|R J GRONDIN & SONS, INC. |BRIDGECORP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.11 3.000 HA | 65000.00000 195000.00| 10500.00000 31500.00|
CLEARING | | |
0020 201.23 89.000 EA | 250.00000 22250.00| 500.00000 44500.00|
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 44.000 EA | 250.00000 11000.00| 250.00000 11000.00|
REMOVING STUMP | | |
0040 202.08 LUMP| 4000.00000 4000.00| 2500.00000 2500.00|
REMOVING BUILDING NO.: 1 | | |
0050 202.12 20.000 M3 | 350.00000 7000.00| 300.00000 6000.00|
REMOVING EXISTING STRUCTURAL CONCRETE | | |
0060 202.203 150.000 M2 | 20.00000 3000.00| 25.00000 3750.00|
PAVEMENT BUTT JOINTS | | |
0070 203.20 48125.000 M3 | 11.00000 529375.00| 12.00000 577500.00|
COMMON EXCAVATION | | |
0080 203.21 900.000 M3 | 48.00000 43200.00| 80.00000 72000.00|
ROCK EXCAVATION | | |
0090 203.25 75.000 M3 | 25.00000 1875.00| 25.00000 1875.00|
GRANULAR BORROW | | |
0100 203.35 10.000 M3 | 100.00000 1000.00| 40.00000 400.00|
CRUSHED STONE FILL | | |
0110 206.061 500.000 M3 | 9.75000 4875.00| 17.00000 8500.00|
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0120 206.07 165.000 M3 | 165.00000 27225.00| 350.00000 57750.00|
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
LETTING DATE : 06/11/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/11/03
PAGE : 2
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 002850.10
=========
====================================================================================================================================
|( 1 ) 000079 |( 2 ) 000855 |( )
|R J GRONDIN & SONS, INC. |BRIDGECORP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0130 304.08 2710.000 M3 | 19.00000 51490.00| 25.00000 67750.00|
AGGREGATE BASE COURSE - SCREENED | | |
0140 304.10 37900.000 M3 | 17.25000 653775.00| 22.00000 833800.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0150 309.30 87000.000 M2 | 6.25000 543750.00| 6.25000 543750.00|
FULL DEPTH RECYCLED PAVEMENT WITH FOAM | | |
ASPHALT | | |
0160 403.208 9210.000 MG | 40.00000 368400.00| 40.00000 368400.00|
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0170 403.209 1250.000 MG | 150.00000 187500.00| 125.00000 156250.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0180 403.211 450.000 MG | 40.00000 18000.00| 40.00000 18000.00|
HOT MIX ASPHALT (SHIM) | | |
0190 403.213 13600.000 MG | 40.00000 544000.00| 40.00000 544000.00|
HOT MIX ASPHALT 12.5 MM, BASE | | |
0200 409.15 7800.000 L | 3.00000 23400.00| 2.40000 18720.00|
BITUMINOUS TACK COAT APPLIED | | |
0210 411.09 300.000 M3 | 28.00000 8400.00| 60.00000 18000.00|
UNTREATED AGGREGATE SURFACE COURSE | | |
0220 411.10 5000.000 M3 | 30.00000 150000.00| 0.01000 50.00|
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0230 502.219 27.000 LS | 40000.00000 40000.00| 45000.00000 45000.00|
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0240 502.25 18.000 LS | 20000.00000 20000.00| 24000.00000 24000.00|
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0250 502.341 335.000 M3 | 350.00000 117250.00| 350.00000 117250.00|
STRUCTURAL CONCRETE ROADWAY MEDIAN | | |
0260 502.49 8.000 LS | 10000.00000 10000.00| 11500.00000 11500.00|
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0270 503.12 2790.000 KG | 1.00000 2790.00| 1.20000 3348.00|
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0280 503.13 2790.000 KG | 0.50000 1395.00| 0.60000 1674.00|
REINFORCING STEEL, PLACING | | |
0290 511.07 LUMP| 2500.00000 2500.00| 7000.00000 7000.00|
COFFERDAM: SANDBAG | | |
0300 512.081 15.000 LS | 1500.00000 1500.00| 2200.00000 2200.00|
FRENCH DRAINS | | |
LETTING DATE : 06/11/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/11/03
PAGE : 3
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 002850.10
=========
====================================================================================================================================
|( 1 ) 000079 |( 2 ) 000855 |( )
|R J GRONDIN & SONS, INC. |BRIDGECORP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 514.06 1.000 EA | 700.00000 700.00| 800.00000 800.00|
CURING BOX FOR CONCRETE CYLINDERS | | |
0320 515.21 31.000 LS | 600.00000 600.00| 700.00000 700.00|
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0330 602.30 80.000 M3 | 260.00000 20800.00| 250.00000 20000.00|
FLOWABLE CONCRETE FILL | | |
0340 603.159 124.000 M | 215.00000 26660.00| 120.00000 14880.00|
300 MM CULVERT PIPE OPTION III | | |
0350 603.16 165.000 M | 275.00000 45375.00| 80.00000 13200.00|
375 MM CULVERT PIPE OPTION I | | |
0360 603.169 567.000 M | 310.00000 175770.00| 130.00000 73710.00|
375 MM CULVERT PIPE OPTION III | | |
0370 603.17 96.000 M | 225.00000 21600.00| 70.00000 6720.00|
450 MM CULVERT PIPE OPTION I | | |
0380 603.175 30.000 M | 450.00000 13500.00| 120.00000 3600.00|
450 MM RCP CLASS III | | |
0390 603.179 302.000 M | 260.00000 78520.00| 140.00000 42280.00|
450 MM CULVERT PIPE OPTION III | | |
0400 603.189 28.000 M | 425.00000 11900.00| 150.00000 4200.00|
525 MM CULVERT PIPE OPTION III | | |
0410 603.19 66.000 M | 250.00000 16500.00| 90.00000 5940.00|
600 MM CULVERT PIPE OPTION I | | |
0420 603.195 30.000 M | 475.00000 14250.00| 150.00000 4500.00|
600 MM RCP CLASS III | | |
0430 603.199 161.000 M | 430.00000 69230.00| 140.00000 22540.00|
600 MM CULVERT PIPE OPTION III | | |
0440 603.205 63.000 M | 500.00000 31500.00| 200.00000 12600.00|
750 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0450 603.209 93.000 M | 440.00000 40920.00| 180.00000 16740.00|
750 MM CULVERT PIPE OPTION III | | |
0460 603.215 21.000 M | 525.00000 11025.00| 250.00000 5250.00|
900 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0470 603.219 132.000 M | 450.00000 59400.00| 220.00000 29040.00|
900 MM CULVERT PIPE OPTION III | | |
0480 603.225 13.000 M | 600.00000 7800.00| 250.00000 3250.00|
1050 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0490 603.235 42.000 M | 700.00000 29400.00| 370.00000 15540.00|
1200 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
LETTING DATE : 06/11/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/11/03
PAGE : 4
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 002850.10
=========
====================================================================================================================================
|( 1 ) 000079 |( 2 ) 000855 |( )
|R J GRONDIN & SONS, INC. |BRIDGECORP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 603.239 44.000 M | 475.00000 20900.00| 300.00000 13200.00|
1200 MM CULVERT PIPE OPTION III | | |
0510 603.245 24.000 M | 650.00000 15600.00| 400.00000 9600.00|
1350 MM RCP CLASS III | | |
0520 604.072 3.000 EA | 2300.00000 6900.00| 2400.00000 7200.00|
CATCH BASIN TYPE A1-C | | |
0530 604.092 66.000 EA | 1800.00000 118800.00| 1900.00000 125400.00|
CATCH BASIN TYPE B1-C | | |
0540 604.15 2.000 EA | 1995.00000 3990.00| 2200.00000 4400.00|
MANHOLE | | |
0550 604.153 2.000 EA | 4000.00000 8000.00| 4000.00000 8000.00|
1500 MM MANHOLE | | |
0560 604.182 1.000 EA | 350.00000 350.00| 300.00000 300.00|
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0570 604.244 4.000 EA | 1750.00000 7000.00| 1000.00000 4000.00|
CATCH BASIN TYPE F4 | | |
0580 604.245 1.000 EA | 1800.00000 1800.00| 1800.00000 1800.00|
CATCH BASIN TYPE F4-C | | |
0590 604.252 3.000 EA | 2300.00000 6900.00| 2800.00000 8400.00|
CATCH BASIN TYPE A5-C | | |
0600 604.262 12.000 EA | 1800.00000 21600.00| 2000.00000 24000.00|
CATCH BASIN TYPE B5-C | | |
0610 605.09 2750.000 M | 72.00000 198000.00| 50.00000 137500.00|
150 MM UNDERDRAIN TYPE B | | |
0620 605.10 20.000 M | 72.00000 1440.00| 80.00000 1600.00|
150 MM UNDERDRAIN OUTLET | | |
0630 605.11 1524.000 M | 115.00000 175260.00| 85.00000 129540.00|
300 MM UNDERDRAIN TYPE C | | |
0640 605.12 539.000 M | 140.00000 75460.00| 100.00000 53900.00|
375 MM UNDERDRAIN TYPE C | | |
0650 605.13 130.000 M | 143.00000 18590.00| 110.00000 14300.00|
450 MM UNDERDRAIN TYPE C | | |
0660 605.15 68.000 M | 200.00000 13600.00| 125.00000 8500.00|
600 MM UNDERDRAIN TYPE C | | |
0670 606.23 1350.000 M | 32.65000 44077.50| 40.00000 54000.00|
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0680 606.231 35.000 M | 48.25000 1688.75| 55.00000 1925.00|
GUARDRAIL TYPE 3C - 4.5 M RADIUS AND | | |
LESS | | |
0690 606.232 218.000 M | 40.85000 8905.30| 50.00000 10900.00|
GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS | | |
LETTING DATE : 06/11/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/11/03
PAGE : 5
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 002850.10
=========
====================================================================================================================================
|( 1 ) 000079 |( 2 ) 000855 |( )
|R J GRONDIN & SONS, INC. |BRIDGECORP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0700 606.258 27.000 EA | 795.00000 21465.00| 970.00000 26190.00|
CABLE RELEASING TERMINAL ANCHORAGE | | |
ASSEMBLY | | |
0710 606.265 1.000 EA | 48.00000 48.00| 60.00000 60.00|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0720 606.35 109.000 EA | 23.00000 2507.00| 28.00000 3052.00|
GUARDRAIL DELINEATOR POST | | |
0730 606.47 81.000 EA | 28.00000 2268.00| 35.00000 2835.00|
SINGLE WOOD POST | | |
0740 606.51 7.000 EA | 275.00000 1925.00| 350.00000 2450.00|
MULTIPLE MAILBOX SUPPORT | | |
0750 606.74 23.000 M | 200.00000 4600.00| 260.00000 5980.00|
GUARDRAIL TYPE 3 - SINGLE RAIL BRIDGE | | |
MOUNTED | | |
0760 606.79 7.000 EA | 1650.00000 11550.00| 1900.00000 13300.00|
GUARDRAIL 350 FLARED TERMINAL | | |
0770 607.24 18.000 M | 34.00000 612.00| 10.00000 180.00|
REMOVE AND RESET FENCE | | |
0780 607.25 60.000 M | 39.20000 2352.00| 20.00000 1200.00|
REMOVE AND RESET CHAIN LINK FENCE | | |
0790 607.42 13.000 M | 81.00000 1053.00| 100.00000 1300.00|
ORNAMENTAL PICKET FENCE | | |
0800 609.11 51.000 M | 145.00000 7395.00| 68.00000 3468.00|
VERTICAL CURB TYPE 1 | | |
0810 609.12 234.000 M | 165.00000 38610.00| 85.00000 19890.00|
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0820 609.234 20.000 EA | 175.00000 3500.00| 140.00000 2800.00|
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0830 609.237 1.000 EA | 310.00000 310.00| 130.00000 130.00|
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0840 609.247 4.000 EA | 175.00000 700.00| 150.00000 600.00|
TERMINAL CURB TYPE 2 - 2.1 METER | | |
0850 609.31 4650.000 M | 11.00000 51150.00| 17.00000 79050.00|
CURB TYPE 3 | | |
0860 610.08 620.000 M3 | 100.00000 62000.00| 45.00000 27900.00|
PLAIN RIPRAP | | |
0870 610.16 12.000 M3 | 125.00000 1500.00| 62.00000 744.00|
HEAVY RIPRAP | | |
0880 610.18 170.000 M3 | 100.00000 17000.00| 70.00000 11900.00|
STONE DITCH PROTECTION | | |
LETTING DATE : 06/11/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/11/03
PAGE : 6
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 002850.10
=========
====================================================================================================================================
|( 1 ) 000079 |( 2 ) 000855 |( )
|R J GRONDIN & SONS, INC. |BRIDGECORP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0890 612.06 1535.000 M2 | 3.55000 5449.25| 4.25000 6523.75|
BITUMINOUS SEALING - BLACK | | |
0900 613.319 7160.000 M2 | 1.85000 13246.00| 2.00000 14320.00|
EROSION CONTROL BLANKET | | |
0910 615.07 4170.000 M3 | 20.00000 83400.00| 20.00000 83400.00|
LOAM | | |
0920 616.08 75.000 M2 | 20.00000 1500.00| 18.00000 1350.00|
SODDING | | |
0930 618.1301 80.000 UN | 20.00000 1600.00| 17.00000 1360.00|
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0940 618.1401 580.000 UN | 14.00000 8120.00| 16.00000 9280.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0950 618.1411 190.000 UN | 28.00000 5320.00| 30.00000 5700.00|
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0960 619.1201 850.000 UN | 10.00000 8500.00| 7.50000 6375.00|
MULCH - PLAN QUANTITY | | |
0970 620.58 2300.000 M2 | 4.00000 9200.00| 3.00000 6900.00|
EROSION CONTROL GEOTEXTILE | | |
0980 620.65 7440.000 M2 | 5.00000 37200.00| 3.00000 22320.00|
REINFORCEMENT GEOGRID | | |
0990 621.025 41.000 EA | 68.00000 2788.00| 80.00000 3280.00|
EVERGREEN TREES (900 MM - 1200 MM) | | |
GROUP A | | |
1000 621.026 8.000 EA | 85.00000 680.00| 100.00000 800.00|
EVERGREEN TREES (900 MM - 1200 MM) | | |
GROUP B | | |
1010 621.027 10.000 EA | 85.00000 850.00| 100.00000 1000.00|
EVERGREEN TREES (900 MM - 1200 MM) | | |
GROUP C | | |
1020 621.031 6.000 EA | 131.00000 786.00| 160.00000 960.00|
EVERGREEN TREES (1200 MM - 1500 MM) | | |
GROUP A | | |
1030 621.032 10.000 EA | 144.00000 1440.00| 170.00000 1700.00|
EVERGREEN TREES (1200 MM - 1500 MM) | | |
GROUP B | | |
1040 621.038 25.000 EA | 172.00000 4300.00| 200.00000 5000.00|
EVERGREEN TREES (1500 MM - 1800 MM) | | |
GROUP B | | |
1050 621.126 17.000 EA | 225.00000 3825.00| 270.00000 4590.00|
SMALL DECIDUOUS TREES (1800 MM - 2400 | | |
MM) GROUP A | | |
LETTING DATE : 06/11/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/11/03
PAGE : 7
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 002850.10
=========
====================================================================================================================================
|( 1 ) 000079 |( 2 ) 000855 |( )
|R J GRONDIN & SONS, INC. |BRIDGECORP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1060 621.196 8.000 EA | 248.00000 1984.00| 300.00000 2400.00|
MEDIUM DECIDUOUS TREE (45 MM - 50 MM | | |
CALIPER) GROUP B | | |
1070 621.273 13.000 EA | 287.00000 3731.00| 340.00000 4420.00|
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
1080 621.397 12.000 EA | 41.00000 492.00| 50.00000 600.00|
DWARF EVERGREENS (450 MM - 600 MM) | | |
GROUP C | | |
1090 621.546 84.000 EA | 28.00000 2352.00| 35.00000 2940.00|
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP A | | |
1100 621.547 24.000 EA | 35.00000 840.00| 40.00000 960.00|
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP B | | |
1105 621.552 39.000 EA | 52.00000 2028.00| 60.00000 2340.00|
DECIDUOUS SHRUBS (900 MM - 1200 MM) | | |
GROUP A | | |
1110 621.80 LUMP| 3500.00000 3500.00| 6000.00000 6000.00|
ESTABLISHMENT PERIOD | | |
1120 622.10 30.000 EA | 65.00000 1950.00| 200.00000 6000.00|
TRANSPLANTING SHRUB | | |
1130 627.711 22700.000 M | 0.33000 7491.00| 0.40000 9080.00|
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
1140 627.75 150.000 M2 | 10.76000 1614.00| 13.00000 1950.00|
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
1150 627.76 LUMP| 6500.00000 6500.00| 9000.00000 9000.00|
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
1160 629.05 200.000 HR | 23.00000 4600.00| 22.00000 4400.00|
HAND LABOR, STRAIGHT TIME | | |
1170 631.12 50.000 HR | 75.00000 3750.00| 100.00000 5000.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
1180 631.13 10.000 HR | 110.00000 1100.00| 90.00000 900.00|
BULLDOZER (INCLUDING OPERATOR) | | |
1190 631.14 10.000 HR | 57.00000 570.00| 110.00000 1100.00|
GRADER (INCLUDING OPERATOR) | | |
1200 631.172 50.000 HR | 50.00000 2500.00| 50.00000 2500.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
LETTING DATE : 06/11/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/11/03
PAGE : 8
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 002850.10
=========
====================================================================================================================================
|( 1 ) 000079 |( 2 ) 000855 |( )
|R J GRONDIN & SONS, INC. |BRIDGECORP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1210 631.18 10.000 HR | 35.00000 350.00| 25.00000 250.00|
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
1220 631.20 10.000 HR | 135.00000 1350.00| 150.00000 1500.00|
STUMP CHIPPER (INCLUDING OPERATOR) | | |
1230 631.22 25.000 HR | 50.00000 1250.00| 70.00000 1750.00|
FRONT END LOADER (INCLUDING OPERATOR) | | |
1240 631.32 10.000 HR | 140.00000 1400.00| 250.00000 2500.00|
CULVERT CLEANER (INCLUDING OPERATOR) | | |
1250 637.071 LUMP| 2500.00000 2500.00| 84000.00000 84000.00|
DUST CONTROL | | |
1260 639.18 1.000 EA | 5500.00000 5500.00| 7000.00000 7000.00|
FIELD OFFICE TYPE A | | |
1270 639.21 LUMP| 3500.00000 3500.00| 2000.00000 2000.00|
TESTING FACILITIES SOILS | | |
1280 643.72 LUMP| 13500.00000 13500.00| 22000.00000 22000.00|
TEMPORARY TRAFFIC SIGNAL | | |
1290 652.31 40.000 EA | 20.00000 800.00| 65.00000 2600.00|
TYPE I BARRICADE | | |
1300 652.311 10.000 EA | 28.00000 280.00| 75.00000 750.00|
TYPE II BARRICADE | | |
1310 652.312 4.000 EA | 225.00000 900.00| 360.00000 1440.00|
TYPE III BARRICADE | | |
1320 652.33 240.000 EA | 20.00000 4800.00| 70.00000 16800.00|
DRUM | | |
1330 652.34 150.000 EA | 7.00000 1050.00| 18.00000 2700.00|
CONE | | |
1340 652.35 210.000 M2 | 90.00000 18900.00| 80.00000 16800.00|
CONSTRUCTION SIGNS | | |
1350 652.361 560.000 LS | 8500.00000 8500.00| 36000.00000 36000.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
1360 652.38 15000.000 HR | 23.00000 345000.00| 12.00000 180000.00|
FLAGGER | | |
1370 652.41 6.000 EA | 4500.00000 27000.00| 18000.00000 108000.00|
PORTABLE - CHANGEABLE MESSAGE SIGN | | |
1380 656.75 LUMP| 20000.00000 20000.00| 125000.00000 125000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
1390 657.24 385.000 UN | 3.00000 1155.00| 0.10000 38.50|
SEEDING PITS | | |
1400 658.20 450.000 M2 | 8.26000 3717.00| 10.50000 4725.00|
ACRYLIC LATEX COLOR FINISH, GREEN | | |
LETTING DATE : 06/11/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/11/03
PAGE : 9
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 002850.10
=========
====================================================================================================================================
|( 1 ) 000079 |( 2 ) 000855 |( )
|R J GRONDIN & SONS, INC. |BRIDGECORP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1410 659.10 LUMP| 276000.00000 276000.00| 2600000.00000 2600000.00|
MOBILIZATION | | |
1420 660.21 3000.000 HR | 1.00000 3000.00| 1.00000 3000.00|
ON-THE-JOB TRAINING (BID) | | |
1430 823.011 4.000 EA | 250.00000 1000.00| 300.00000 1200.00|
GATE VALVE BOX, INSTALL ONLY | | |
1440 823.332 30.000 EA | 70.00000 2100.00| 320.00000 9600.00|
GATE VALVE BOX, ADJUST TO GRADE | | |
SECTION TOTALS | $ 6,225,564.80| $ 8,179,053.25| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 6,225,564.80| $ 8,179,053.25| $
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