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LETTING DATE : 02/27/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 1
LOCATION : KENNEBUNK TABULATION OF BIDS
CONTRACT ID : 002852.10 COMPLETION DATE : 06/20/03
=========
PROJECT(S): STP-2852(10)X COUNTIE(S) : YORK MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : A HIGHWAY RECONSTRUCTION NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000272 A & V CONSTRUCTION, CORP. $ 2,373,386.00 100.0000%
2 000116 SHAW BROTHERS CONSTRUCTION, INC. $ 2,448,509.90 103.1653%
3 000164 C P M CONSTRUCTORS $ 2,512,531.50 105.8627%
4 000648 DEARBORN BROTHERS CONSTRUCTION, INC. $ 2,616,197.70 110.2306%
5 000079 R J GRONDIN & SONS, INC. $ 2,912,203.00 122.7025%
====================================================================================================================================
|( 1 ) 000272 |( 2 ) 000116 |( 3 ) 000164
|A & V CONSTRUCTION, CORP. |SHAW BROTHERS CONSTRUCTION, |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 201.11 0.070 HA | 25000.00000 1750.00| 29000.00000 2030.00| 30000.00000 2100.00
CLEARING | | |
0020 201.23 8.000 EA | 600.00000 4800.00| 400.00000 3200.00| 800.00000 6400.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 4.000 EA | 130.00000 520.00| 100.00000 400.00| 300.00000 1200.00
REMOVING STUMP | | |
0040 202.15 31.000 EA | 260.00000 8060.00| 300.00000 9300.00| 350.00000 10850.00
REMOVING MANHOLE OR CATCH BASIN | | |
0050 203.20 23500.000 M3 | 8.00000 188000.00| 7.85000 184475.00| 8.25000 193875.00
COMMON EXCAVATION | | |
0060 203.35 11.000 M3 | 35.00000 385.00| 33.00000 363.00| 50.00000 550.00
CRUSHED STONE FILL | | |
0070 206.061 48.000 M3 | 25.00000 1200.00| 52.50000 2520.00| 45.00000 2160.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0080 304.10 12400.000 M3 | 16.00000 198400.00| 15.70000 194680.00| 17.00000 210800.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0090 403.207 3650.000 MG | 37.00000 135050.00| 36.50000 133225.00| 36.50000 133225.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0100 403.208 2350.000 MG | 37.00000 86950.00| 36.50000 85775.00| 36.50000 85775.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
LETTING DATE : 02/27/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 2
LOCATION : KENNEBUNK TABULATION OF BIDS
CONTRACT ID : 002852.10
=========
====================================================================================================================================
|( 1 ) 000272 |( 2 ) 000116 |( 3 ) 000164
|A & V CONSTRUCTION, CORP. |SHAW BROTHERS CONSTRUCTION, |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 403.209 1410.000 MG | 100.00000 141000.00| 90.00000 126900.00| 90.00000 126900.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0120 403.213 2500.000 MG | 37.00000 92500.00| 36.50000 91250.00| 36.50000 91250.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX | | |
SIZE - BASE | | |
0130 411.09 770.000 M3 | 31.00000 23870.00| 27.50000 21175.00| 25.00000 19250.00
UNTREATED AGGREGATE SURFACE COURSE | | |
0140 502.3411 595.000 M2 | 150.00000 89250.00| 92.50000 55037.50| 55.00000 32725.00
STRUCTURAL CONCRETE RD/ MEDIAN SLAB | | |
0150 525.20 19.200 M2 | 350.00000 6720.00| 432.00000 8294.40| 500.00000 9600.00
GRANITE MASONRY WALL | | |
0160 534.71 40.000 LS | 24100.00000 24100.00| 25000.00000 25000.00| 35000.00000 35000.00
PRECAST CONCRETE BOX CULVERT | | |
0170 603.159 42.000 M | 93.00000 3906.00| 85.50000 3591.00| 110.00000 4620.00
300 MM CULVERT PIPE OPTION III | | |
0180 603.169 12.000 M | 99.00000 1188.00| 91.00000 1092.00| 160.00000 1920.00
375 MM CULVERT PIPE OPTION III | | |
0190 603.189 12.000 M | 120.00000 1440.00| 110.00000 1320.00| 225.00000 2700.00
525 MM CULVERT PIPE OPTION III | | |
0200 603.199 23.000 M | 130.00000 2990.00| 117.50000 2702.50| 225.00000 5175.00
600 MM CULVERT PIPE OPTION III | | |
0210 603.209 156.000 M | 130.00000 20280.00| 240.00000 37440.00| 250.00000 39000.00
750 MM CULVERT PIPE OPTION III | | |
0220 604.072 96.000 EA | 2000.00000 192000.00| 2150.00000 206400.00| 2000.00000 192000.00
CATCH BASIN TYPE A1-C | | |
0230 604.15 2.000 EA | 2000.00000 4000.00| 2600.00000 5200.00| 2100.00000 4200.00
MANHOLE | | |
0240 604.16 1.000 EA | 500.00000 500.00| 500.00000 500.00| 700.00000 700.00
ALTERING CATCH BASIN TO MANHOLES | | |
0250 604.166 10.000 EA | 1200.00000 12000.00| 700.00000 7000.00| 1100.00000 11000.00
REBUILDING MANHOLE | | |
0260 604.18 7.000 EA | 270.00000 1890.00| 350.00000 2450.00| 325.00000 2275.00
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0270 604.20 5.000 EA | 89.00000 445.00| 325.00000 1625.00| 325.00000 1625.00
300 MM TRAP | | |
0280 604.21 1.000 EA | 100.00000 100.00| 350.00000 350.00| 375.00000 375.00
375 MM TRAP | | |
0290 604.246 2.000 EA | 1100.00000 2200.00| 1400.00000 2800.00| 1200.00000 2400.00
CATCH BASIN TYPE F5 | | |
LETTING DATE : 02/27/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 3
LOCATION : KENNEBUNK TABULATION OF BIDS
CONTRACT ID : 002852.10
=========
====================================================================================================================================
|( 1 ) 000272 |( 2 ) 000116 |( 3 ) 000164
|A & V CONSTRUCTION, CORP. |SHAW BROTHERS CONSTRUCTION, |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 605.09 23.000 M | 53.00000 1219.00| 81.50000 1874.50| 75.00000 1725.00
150 MM UNDERDRAIN TYPE B | | |
0310 605.11 2100.000 M | 77.00000 161700.00| 85.30000 179130.00| 90.00000 189000.00
300 MM UNDERDRAIN TYPE C | | |
0320 605.12 420.000 M | 82.00000 34440.00| 92.00000 38640.00| 100.00000 42000.00
375 MM UNDERDRAIN TYPE C | | |
0330 605.13 315.000 M | 100.00000 31500.00| 98.40000 30996.00| 130.00000 40950.00
450 MM UNDERDRAIN TYPE C | | |
0340 605.14 190.000 M | 130.00000 24700.00| 128.00000 24320.00| 140.00000 26600.00
525 MM UNDERDRAIN TYPE C | | |
0350 605.15 510.000 M | 140.00000 71400.00| 131.25000 66937.50| 140.00000 71400.00
600 MM UNDERDRAIN TYPE C | | |
0360 605.17 365.000 M | 180.00000 65700.00| 151.00000 55115.00| 200.00000 73000.00
750 MM UNDERDRAIN TYPE C | | |
0370 607.24 53.000 M | 30.00000 1590.00| 33.00000 1749.00| 45.00000 2385.00
REMOVE AND RESET FENCE | | |
0380 607.25 115.000 M | 25.00000 2875.00| 33.00000 3795.00| 40.00000 4600.00
REMOVE AND RESET CHAIN LINK FENCE | | |
0390 607.294 24.000 EA | 84.00000 2016.00| 60.00000 1440.00| 200.00000 4800.00
BARRIER BOULDERS | | |
0400 608.07 30.000 M2 | 110.00000 3300.00| 75.00000 2250.00| 150.00000 4500.00
PLAIN CONCRETE SIDEWALK | | |
0410 608.15 30.000 M2 | 120.00000 3600.00| 110.00000 3300.00| 150.00000 4500.00
BRICK SIDEWALK WITH BITUMINOUS BASE | | |
0420 608.28 60.000 M2 | 88.00000 5280.00| 140.00000 8400.00| 140.00000 8400.00
GRANITE PAVERS WITH SAND BASE | | |
0430 609.11 2500.000 M | 67.00000 167500.00| 75.45000 188625.00| 80.00000 200000.00
VERTICAL CURB TYPE 1 | | |
0440 609.12 315.000 M | 87.00000 27405.00| 115.00000 36225.00| 110.00000 34650.00
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0450 609.234 100.000 EA | 110.00000 11000.00| 100.00000 10000.00| 120.00000 12000.00
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0460 609.237 120.000 EA | 190.00000 22800.00| 200.00000 24000.00| 195.00000 23400.00
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0470 609.34 75.000 M | 64.00000 4800.00| 85.30000 6397.50| 75.00000 5625.00
CURB TYPE 5 | | |
0480 609.35 40.500 M | 110.00000 4455.00| 263.00000 10651.50| 125.00000 5062.50
CURB TYPE 5 - CIRCULAR | | |
0490 609.38 18.000 M | 55.00000 990.00| 59.00000 1062.00| 50.00000 900.00
RESET CURB TYPE 1 | | |
0500 610.08 110.000 M3 | 61.00000 6710.00| 85.00000 9350.00| 80.00000 8800.00
PLAIN RIPRAP | | |
LETTING DATE : 02/27/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 4
LOCATION : KENNEBUNK TABULATION OF BIDS
CONTRACT ID : 002852.10
=========
====================================================================================================================================
|( 1 ) 000272 |( 2 ) 000116 |( 3 ) 000164
|A & V CONSTRUCTION, CORP. |SHAW BROTHERS CONSTRUCTION, |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0510 613.319 200.000 M2 | 2.00000 400.00| 1.80000 360.00| 2.50000 500.00
EROSION CONTROL BLANKET | | |
0520 615.07 875.000 M3 | 28.00000 24500.00| 58.80000 51450.00| 45.00000 39375.00
LOAM | | |
0530 618.1301 74.000 UN | 29.00000 2146.00| 55.00000 4070.00| 30.00000 2220.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0540 618.1401 14.000 UN | 20.00000 280.00| 45.00000 630.00| 20.00000 280.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0550 618.15 32.000 KG | 15.00000 480.00| 22.00000 704.00| 5.00000 160.00
TEMPORARY SEEDING | | |
0560 619.1201 72.000 UN | 8.00000 576.00| 18.00000 1296.00| 8.00000 576.00
MULCH - PLAN QUANTITY | | |
0570 620.58 240.000 M2 | 4.00000 960.00| 4.00000 960.00| 4.00000 960.00
EROSION CONTROL GEOTEXTILE | | |
0580 621.037 7.000 EA | 64.00000 448.00| 67.00000 469.00| 64.00000 448.00
EVERGREEN TREES (1500 MM - 1800 MM) | | |
GROUP A | | |
0590 621.195 2.000 EA | 190.00000 380.00| 200.00000 400.00| 191.00000 382.00
MEDIUM DECIDUOUS TREE (45 MM - 50 MM | | |
CALIPER) GROUP A | | |
0600 621.202 30.000 EA | 240.00000 7200.00| 252.00000 7560.00| 240.00000 7200.00
MEDIUM DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP B | | |
0610 621.255 3.000 EA | 330.00000 990.00| 350.00000 1050.00| 328.00000 984.00
LARGE DECIDUOUS TREES (2400 MM - 3000 | | |
MM) GROUP A | | |
0620 621.267 13.000 EA | 210.00000 2730.00| 220.00000 2860.00| 206.00000 2678.00
LARGE DECIDUOUS TREE (45 MM - 50 MM | | |
CALIPER) GROUP A | | |
0630 621.273 41.000 EA | 230.00000 9430.00| 235.00000 9635.00| 226.00000 9266.00
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0640 621.274 7.000 EA | 230.00000 1610.00| 240.00000 1680.00| 225.00000 1575.00
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP B | | |
0650 621.291 1.000 EA | 560.00000 560.00| 600.00000 600.00| 563.00000 563.00
LARGE DECIDUOUS TREE (90 MM - 100 MM | | |
CALIPER) GROUP A | | |
0660 621.388 20.000 EA | 22.00000 440.00| 24.00000 480.00| 22.00000 440.00
DWARF EVERGREENS (300 MM - 375 MM) | | |
0670 621.535 27.000 EA | 25.00000 675.00| 26.00000 702.00| 25.00000 675.00
DECIDUOUS SHRUBS (300 MM - 450 MM) | | |
GROUP A | | |
LETTING DATE : 02/27/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 5
LOCATION : KENNEBUNK TABULATION OF BIDS
CONTRACT ID : 002852.10
=========
====================================================================================================================================
|( 1 ) 000272 |( 2 ) 000116 |( 3 ) 000164
|A & V CONSTRUCTION, CORP. |SHAW BROTHERS CONSTRUCTION, |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0680 621.54 100.000 EA | 30.00000 3000.00| 32.00000 3200.00| 30.00000 3000.00
DECIDUOUS SHRUBS (450 MM - 600 MM) | | |
GROUP A | | |
0690 621.541 51.000 EA | 32.00000 1632.00| 34.00000 1734.00| 32.00000 1632.00
DECIDUOUS SHRUBS (450 MM - 600 MM) | | |
GROUP B | | |
0700 621.71 104.000 EA | 11.00000 1144.00| 12.00000 1248.00| 11.00000 1144.00
HERBACEOUS PERENNIALS GROUP A | | |
0710 621.80 LUMP| 8300.00000 8300.00| 9000.00000 9000.00| 8200.00000 8200.00
ESTABLISHMENT PERIOD | | |
0720 625.145 18.000 M | 190.00000 3420.00| 82.00000 1476.00| 260.00000 4680.00
200 MM PIPE SLEEVE | | |
0730 626.11 1.000 EA | 830.00000 830.00| 875.00000 875.00| 825.00000 825.00
PRECAST CONCRETE JUNCTION BOX:___ | | |
0740 626.111 1.000 EA | 830.00000 830.00| 875.00000 875.00| 825.00000 825.00
PRECAST CONCRETE JUNCTION BOX 900 MM | | |
0750 626.22 61.000 M | 27.00000 1647.00| 29.00000 1769.00| 27.00000 1647.00
NON-METALLIC CONDUIT | | |
0760 626.34 1.000 EA | 2200.00000 2200.00| 2310.00000 2310.00| 2200.00000 2200.00
SIGNAL POLE FOUNDATION | | |
0770 626.36 1.000 EA | 430.00000 430.00| 500.00000 500.00| 425.00000 425.00
REMOVE OR MODIFY CONCRETE FOUNDATION | | |
0780 627.71 4300.000 M | 0.35000 1505.00| 0.37000 1591.00| 0.35000 1505.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0790 627.73 4300.000 M | 0.35000 1505.00| 0.37000 1591.00| 0.35000 1505.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0800 627.74 20.000 M | 2.00000 40.00| 2.25000 45.00| 2.00000 40.00
150 MM YELLOW PAVEMENT MARKING LINE | | |
0810 627.75 155.000 M2 | 14.00000 2170.00| 15.00000 2325.00| 14.00000 2170.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0820 627.77 22.000 M2 | 30.00000 660.00| 32.00000 704.00| 30.00000 660.00
REMOVING PAVEMENT MARKINGS | | |
0830 627.78 17200.000 M | 0.32000 5504.00| 0.34000 5848.00| 0.32000 5504.00
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0840 629.05 18.000 MH | 35.00000 630.00| 28.00000 504.00| 35.00000 630.00
HAND LABOR, STRAIGHT TIME | | |
0850 631.10 10.000 HR | 45.00000 450.00| 35.00000 350.00| 30.00000 300.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0860 631.11 10.000 HR | 45.00000 450.00| 25.00000 250.00| 30.00000 300.00
AIR TOOL (INCLUDING OPERATOR) | | |
LETTING DATE : 02/27/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 6
LOCATION : KENNEBUNK TABULATION OF BIDS
CONTRACT ID : 002852.10
=========
====================================================================================================================================
|( 1 ) 000272 |( 2 ) 000116 |( 3 ) 000164
|A & V CONSTRUCTION, CORP. |SHAW BROTHERS CONSTRUCTION, |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0870 631.12 20.000 HR | 90.00000 1800.00| 130.00000 2600.00| 90.00000 1800.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0880 631.172 20.000 HR | 45.00000 900.00| 57.00000 1140.00| 45.00000 900.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0890 631.18 12.000 HR | 45.00000 540.00| 35.00000 420.00| 30.00000 360.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0900 631.20 12.000 HR | 100.00000 1200.00| 150.00000 1800.00| 125.00000 1500.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0910 631.22 12.000 HR | 85.00000 1020.00| 90.00000 1080.00| 75.00000 900.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
0920 637.071 LUMP| 12100.00000 12100.00| 4000.00000 4000.00| 7000.00000 7000.00
DUST CONTROL | | |
0930 639.18 1.000 EA | 8000.00000 8000.00| 7000.00000 7000.00| 10000.00000 10000.00
FIELD OFFICE TYPE A | | |
0940 643.71 LUMP| 7500.00000 7500.00| 7900.00000 7900.00| 7500.00000 7500.00
TRAFFIC SIGNAL MODIFICATION | | |
0950 643.91 1.000 EA | 6500.00000 6500.00| 6800.00000 6800.00| 6500.00000 6500.00
MAST ARM POLE | | |
0960 652.31 25.000 EA | 65.00000 1625.00| 50.00000 1250.00| 50.00000 1250.00
TYPE I BARRICADE | | |
0970 652.311 15.000 EA | 75.00000 1125.00| 35.00000 525.00| 60.00000 900.00
TYPE II BARRICADE | | |
0980 652.33 60.000 EA | 75.00000 4500.00| 50.00000 3000.00| 55.00000 3300.00
DRUM | | |
0990 652.34 75.000 EA | 18.00000 1350.00| 20.00000 1500.00| 20.00000 1500.00
CONE | | |
1000 652.35 80.000 M2 | 120.00000 9600.00| 129.15000 10332.00| 95.00000 7600.00
CONSTRUCTION SIGNS | | |
1010 652.361 260.000 LS | 17300.00000 17300.00| 80000.00000 80000.00| 11000.00000 11000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
1020 652.38 4000.000 MH | 16.00000 64000.00| 17.00000 68000.00| 16.50000 66000.00
FLAGGER | | |
1030 656.75 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| 10000.00000 10000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
1040 659.10 LUMP| 215000.00000 215000.00| 178208.50000 178208.50| 250000.00000 250000.00
MOBILIZATION | | |
1050 660.21 2000.000 MH | 1.00000 2000.00| 2.00000 4000.00| 1.00000 2000.00
ON-THE-JOB TRAINING (BID) | | |
1060 812.16 7.000 EA | 3100.00000 21700.00| 2500.00000 17500.00| 3300.00000 23100.00
SEWER MANHOLE | | |
SECTION TOTALS | $ 2,373,386.00| $ 2,448,509.90| $ 2,512,531.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,373,386.00| $ 2,448,509.90| $ 2,512,531.50
====================================================================================================================================
LETTING DATE : 02/27/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 7
LOCATION : KENNEBUNK TABULATION OF BIDS
CONTRACT ID : 002852.10
=========
====================================================================================================================================
|( 4 ) 000648 |( 5 ) 000079 |( )
|DEARBORN BROS. CONSTR. INC. |R J GRONDIN & SONS, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.11 0.070 HA | 28571.43000 2000.00| 265000.00000 18550.00|
CLEARING | | |
0020 201.23 8.000 EA | 250.00000 2000.00| 150.00000 1200.00|
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 4.000 EA | 200.00000 800.00| 375.00000 1500.00|
REMOVING STUMP | | |
0040 202.15 31.000 EA | 500.00000 15500.00| 200.00000 6200.00|
REMOVING MANHOLE OR CATCH BASIN | | |
0050 203.20 23500.000 M3 | 8.00000 188000.00| 9.00000 211500.00|
COMMON EXCAVATION | | |
0060 203.35 11.000 M3 | 33.00000 363.00| 50.00000 550.00|
CRUSHED STONE FILL | | |
0070 206.061 48.000 M3 | 23.50000 1128.00| 22.00000 1056.00|
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0080 304.10 12400.000 M3 | 20.00000 248000.00| 15.00000 186000.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0090 403.207 3650.000 MG | 40.25000 146912.50| 36.50000 133225.00|
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0100 403.208 2350.000 MG | 40.25000 94587.50| 36.50000 85775.00|
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0110 403.209 1410.000 MG | 100.00000 141000.00| 115.00000 162150.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0120 403.213 2500.000 MG | 40.25000 100625.00| 36.50000 91250.00|
HOT MIX ASPHALT 12.5 MM NOMINAL MAX | | |
SIZE - BASE | | |
0130 411.09 770.000 M3 | 26.15000 20135.50| 23.00000 17710.00|
UNTREATED AGGREGATE SURFACE COURSE | | |
0140 502.3411 595.000 M2 | 121.00000 71995.00| 100.00000 59500.00|
STRUCTURAL CONCRETE RD/ MEDIAN SLAB | | |
0150 525.20 19.200 M2 | 540.00000 10368.00| 700.00000 13440.00|
GRANITE MASONRY WALL | | |
0160 534.71 40.000 LS | 25500.00000 25500.00| 30360.00000 30360.00|
PRECAST CONCRETE BOX CULVERT | | |
0170 603.159 42.000 M | 125.00000 5250.00| 90.00000 3780.00|
300 MM CULVERT PIPE OPTION III | | |
0180 603.169 12.000 M | 133.00000 1596.00| 200.00000 2400.00|
375 MM CULVERT PIPE OPTION III | | |
LETTING DATE : 02/27/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 8
LOCATION : KENNEBUNK TABULATION OF BIDS
CONTRACT ID : 002852.10
=========
====================================================================================================================================
|( 4 ) 000648 |( 5 ) 000079 |( )
|DEARBORN BROS. CONSTR. INC. |R J GRONDIN & SONS, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 603.189 12.000 M | 150.00000 1800.00| 205.00000 2460.00|
525 MM CULVERT PIPE OPTION III | | |
0200 603.199 23.000 M | 228.00000 5244.00| 210.00000 4830.00|
600 MM CULVERT PIPE OPTION III | | |
0210 603.209 156.000 M | 262.00000 40872.00| 350.00000 54600.00|
750 MM CULVERT PIPE OPTION III | | |
0220 604.072 96.000 EA | 1200.00000 115200.00| 2000.00000 192000.00|
CATCH BASIN TYPE A1-C | | |
0230 604.15 2.000 EA | 3500.00000 7000.00| 1875.00000 3750.00|
MANHOLE | | |
0240 604.16 1.000 EA | 1000.00000 1000.00| 725.00000 725.00|
ALTERING CATCH BASIN TO MANHOLES | | |
0250 604.166 10.000 EA | 750.00000 7500.00| 875.00000 8750.00|
REBUILDING MANHOLE | | |
0260 604.18 7.000 EA | 400.00000 2800.00| 355.00000 2485.00|
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0270 604.20 5.000 EA | 400.00000 2000.00| 310.00000 1550.00|
300 MM TRAP | | |
0280 604.21 1.000 EA | 500.00000 500.00| 535.00000 535.00|
375 MM TRAP | | |
0290 604.246 2.000 EA | 1200.00000 2400.00| 1450.00000 2900.00|
CATCH BASIN TYPE F5 | | |
0300 605.09 23.000 M | 98.00000 2254.00| 115.00000 2645.00|
150 MM UNDERDRAIN TYPE B | | |
0310 605.11 2100.000 M | 115.00000 241500.00| 117.00000 245700.00|
300 MM UNDERDRAIN TYPE C | | |
0320 605.12 420.000 M | 165.00000 69300.00| 125.00000 52500.00|
375 MM UNDERDRAIN TYPE C | | |
0330 605.13 315.000 M | 180.00000 56700.00| 129.00000 40635.00|
450 MM UNDERDRAIN TYPE C | | |
0340 605.14 190.000 M | 198.00000 37620.00| 245.00000 46550.00|
525 MM UNDERDRAIN TYPE C | | |
0350 605.15 510.000 M | 215.00000 109650.00| 275.00000 140250.00|
600 MM UNDERDRAIN TYPE C | | |
0360 605.17 365.000 M | 246.00000 89790.00| 285.00000 104025.00|
750 MM UNDERDRAIN TYPE C | | |
0370 607.24 53.000 M | 40.00000 2120.00| 22.00000 1166.00|
REMOVE AND RESET FENCE | | |
0380 607.25 115.000 M | 60.00000 6900.00| 21.00000 2415.00|
REMOVE AND RESET CHAIN LINK FENCE | | |
LETTING DATE : 02/27/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 9
LOCATION : KENNEBUNK TABULATION OF BIDS
CONTRACT ID : 002852.10
=========
====================================================================================================================================
|( 4 ) 000648 |( 5 ) 000079 |( )
|DEARBORN BROS. CONSTR. INC. |R J GRONDIN & SONS, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 607.294 24.000 EA | 100.00000 2400.00| 65.00000 1560.00|
BARRIER BOULDERS | | |
0400 608.07 30.000 M2 | 60.00000 1800.00| 100.00000 3000.00|
PLAIN CONCRETE SIDEWALK | | |
0410 608.15 30.000 M2 | 162.00000 4860.00| 200.00000 6000.00|
BRICK SIDEWALK WITH BITUMINOUS BASE | | |
0420 608.28 60.000 M2 | 220.00000 13200.00| 255.00000 15300.00|
GRANITE PAVERS WITH SAND BASE | | |
0430 609.11 2500.000 M | 76.00000 190000.00| 80.00000 200000.00|
VERTICAL CURB TYPE 1 | | |
0440 609.12 315.000 M | 85.00000 26775.00| 105.00000 33075.00|
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0450 609.234 100.000 EA | 150.00000 15000.00| 195.00000 19500.00|
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0460 609.237 120.000 EA | 200.00000 24000.00| 285.00000 34200.00|
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0470 609.34 75.000 M | 98.50000 7387.50| 215.00000 16125.00|
CURB TYPE 5 | | |
0480 609.35 40.500 M | 105.00000 4252.50| 250.00000 10125.00|
CURB TYPE 5 - CIRCULAR | | |
0490 609.38 18.000 M | 49.00000 882.00| 50.00000 900.00|
RESET CURB TYPE 1 | | |
0500 610.08 110.000 M3 | 52.50000 5775.00| 195.00000 21450.00|
PLAIN RIPRAP | | |
0510 613.319 200.000 M2 | 16.25000 3250.00| 5.00000 1000.00|
EROSION CONTROL BLANKET | | |
0520 615.07 875.000 M3 | 24.00000 21000.00| 38.00000 33250.00|
LOAM | | |
0530 618.1301 74.000 UN | 75.00000 5550.00| 28.50000 2109.00|
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0540 618.1401 14.000 UN | 70.00000 980.00| 20.00000 280.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0550 618.15 32.000 KG | 4.50000 144.00| 5.00000 160.00|
TEMPORARY SEEDING | | |
0560 619.1201 72.000 UN | 30.00000 2160.00| 151.00000 10872.00|
MULCH - PLAN QUANTITY | | |
0570 620.58 240.000 M2 | 21.50000 5160.00| 5.00000 1200.00|
EROSION CONTROL GEOTEXTILE | | |
0580 621.037 7.000 EA | 70.40000 492.80| 60.00000 420.00|
EVERGREEN TREES (1500 MM - 1800 MM) | | |
GROUP A | | |
LETTING DATE : 02/27/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 10
LOCATION : KENNEBUNK TABULATION OF BIDS
CONTRACT ID : 002852.10
=========
====================================================================================================================================
|( 4 ) 000648 |( 5 ) 000079 |( )
|DEARBORN BROS. CONSTR. INC. |R J GRONDIN & SONS, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0590 621.195 2.000 EA | 210.10000 420.20| 185.00000 370.00|
MEDIUM DECIDUOUS TREE (45 MM - 50 MM | | |
CALIPER) GROUP A | | |
0600 621.202 30.000 EA | 265.00000 7950.00| 240.00000 7200.00|
MEDIUM DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP B | | |
0610 621.255 3.000 EA | 360.80000 1082.40| 330.00000 990.00|
LARGE DECIDUOUS TREES (2400 MM - 3000 | | |
MM) GROUP A | | |
0620 621.267 13.000 EA | 226.60000 2945.80| 200.00000 2600.00|
LARGE DECIDUOUS TREE (45 MM - 50 MM | | |
CALIPER) GROUP A | | |
0630 621.273 41.000 EA | 249.00000 10209.00| 210.00000 8610.00|
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0640 621.274 7.000 EA | 249.00000 1743.00| 225.00000 1575.00|
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP B | | |
0650 621.291 1.000 EA | 620.00000 620.00| 560.00000 560.00|
LARGE DECIDUOUS TREE (90 MM - 100 MM | | |
CALIPER) GROUP A | | |
0660 621.388 20.000 EA | 25.00000 500.00| 20.00000 400.00|
DWARF EVERGREENS (300 MM - 375 MM) | | |
0670 621.535 27.000 EA | 27.50000 742.50| 25.00000 675.00|
DECIDUOUS SHRUBS (300 MM - 450 MM) | | |
GROUP A | | |
0680 621.54 100.000 EA | 33.00000 3300.00| 30.00000 3000.00|
DECIDUOUS SHRUBS (450 MM - 600 MM) | | |
GROUP A | | |
0690 621.541 51.000 EA | 35.00000 1785.00| 30.00000 1530.00|
DECIDUOUS SHRUBS (450 MM - 600 MM) | | |
GROUP B | | |
0700 621.71 104.000 EA | 13.00000 1352.00| 10.00000 1040.00|
HERBACEOUS PERENNIALS GROUP A | | |
0710 621.80 LUMP| 9500.00000 9500.00| 2200.00000 2200.00|
ESTABLISHMENT PERIOD | | |
0720 625.145 18.000 M | 160.00000 2880.00| 140.00000 2520.00|
200 MM PIPE SLEEVE | | |
0730 626.11 1.000 EA | 1000.00000 1000.00| 1000.00000 1000.00|
PRECAST CONCRETE JUNCTION BOX:___ | | |
0740 626.111 1.000 EA | 1000.00000 1000.00| 1000.00000 1000.00|
PRECAST CONCRETE JUNCTION BOX 900 MM | | |
LETTING DATE : 02/27/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 11
LOCATION : KENNEBUNK TABULATION OF BIDS
CONTRACT ID : 002852.10
=========
====================================================================================================================================
|( 4 ) 000648 |( 5 ) 000079 |( )
|DEARBORN BROS. CONSTR. INC. |R J GRONDIN & SONS, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0750 626.22 61.000 M | 82.00000 5002.00| 30.00000 1830.00|
NON-METALLIC CONDUIT | | |
0760 626.34 1.000 EA | 2420.00000 2420.00| 1750.00000 1750.00|
SIGNAL POLE FOUNDATION | | |
0770 626.36 1.000 EA | 500.00000 500.00| 325.00000 325.00|
REMOVE OR MODIFY CONCRETE FOUNDATION | | |
0780 627.71 4300.000 M | 0.40000 1720.00| 0.35000 1505.00|
100 MM WHITE PAVEMENT MARKING LINE | | |
0790 627.73 4300.000 M | 0.40000 1720.00| 0.35000 1505.00|
100 MM YELLOW PAVEMENT MARKING LINE | | |
0800 627.74 20.000 M | 2.20000 44.00| 2.00000 40.00|
150 MM YELLOW PAVEMENT MARKING LINE | | |
0810 627.75 155.000 M2 | 15.50000 2402.50| 14.00000 2170.00|
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0820 627.77 22.000 M2 | 35.00000 770.00| 30.00000 660.00|
REMOVING PAVEMENT MARKINGS | | |
0830 627.78 17200.000 M | 0.40000 6880.00| 0.32000 5504.00|
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0840 629.05 18.000 MH | 35.00000 630.00| 33.00000 594.00|
HAND LABOR, STRAIGHT TIME | | |
0850 631.10 10.000 HR | 50.00000 500.00| 12.00000 120.00|
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0860 631.11 10.000 HR | 50.00000 500.00| 21.00000 210.00|
AIR TOOL (INCLUDING OPERATOR) | | |
0870 631.12 20.000 HR | 120.00000 2400.00| 145.00000 2900.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0880 631.172 20.000 HR | 40.00000 800.00| 56.00000 1120.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0890 631.18 12.000 HR | 50.00000 600.00| 62.00000 744.00|
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0900 631.20 12.000 HR | 100.00000 1200.00| 78.00000 936.00|
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0910 631.22 12.000 HR | 75.00000 900.00| 85.00000 1020.00|
FRONT END LOADER (INCLUDING OPERATOR) | | |
0920 637.071 LUMP| 15000.00000 15000.00| 8700.00000 8700.00|
DUST CONTROL | | |
0930 639.18 1.000 EA | 7500.00000 7500.00| 4500.00000 4500.00|
FIELD OFFICE TYPE A | | |
LETTING DATE : 02/27/02 MAINE DEPARTMENT OF TRANSPORTATION DATE : 07/10/02
PAGE : 12
LOCATION : KENNEBUNK TABULATION OF BIDS
CONTRACT ID : 002852.10
=========
====================================================================================================================================
|( 4 ) 000648 |( 5 ) 000079 |( )
|DEARBORN BROS. CONSTR. INC. |R J GRONDIN & SONS, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0940 643.71 LUMP| 8250.00000 8250.00| 4500.00000 4500.00|
TRAFFIC SIGNAL MODIFICATION | | |
0950 643.91 1.000 EA | 7150.00000 7150.00| 6500.00000 6500.00|
MAST ARM POLE | | |
0960 652.31 25.000 EA | 50.00000 1250.00| 15.00000 375.00|
TYPE I BARRICADE | | |
0970 652.311 15.000 EA | 50.00000 750.00| 15.00000 225.00|
TYPE II BARRICADE | | |
0980 652.33 60.000 EA | 35.00000 2100.00| 125.00000 7500.00|
DRUM | | |
0990 652.34 75.000 EA | 20.00000 1500.00| 25.00000 1875.00|
CONE | | |
1000 652.35 80.000 M2 | 90.00000 7200.00| 115.00000 9200.00|
CONSTRUCTION SIGNS | | |
1010 652.361 260.000 LS | 15000.00000 15000.00| 39292.00000 39292.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
1020 652.38 4000.000 MH | 17.50000 70000.00| 24.00000 96000.00|
FLAGGER | | |
1030 656.75 LUMP| 15000.00000 15000.00| 15180.00000 15180.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
1040 659.10 LUMP| 150000.00000 150000.00| 286090.00000 286090.00|
MOBILIZATION | | |
1050 660.21 2000.000 MH | 1.00000 2000.00| 1.00000 2000.00|
ON-THE-JOB TRAINING (BID) | | |
1060 812.16 7.000 EA | 3500.00000 24500.00| 3560.00000 24920.00|
SEWER MANHOLE | | |
SECTION TOTALS | $ 2,616,197.70| $ 2,912,203.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,616,197.70| $ 2,912,203.00| $
====================================================================================================================================