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LETTING DATE : 02/09/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/09/05
PAGE : 1
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 009493.00 COMPLETION DATE : 06/23/06
=========
PROJECT(S): STP-9493(00)X LOCATION(S): SACO - BUXTON MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : SACO - BUXTON, HIGHWAY IMPROVEMENTS NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000116 SHAW BROTHERS CONSTRUCTION, INC. $ 3,843,995.53 100.0000%
2 000079 R J GRONDIN & SONS, INC. $ 3,891,144.42 101.2266%
3 000855 BRIDGECORP $ 4,114,698.18 107.0422%
4 001095 GORHAM SAND & GRAVEL, INC. $ 4,162,998.90 108.2987%
5 000403 PRATT & SONS INC. $ 4,218,761.40 109.7494%
6 000164 C P M CONSTRUCTORS $ 4,983,775.60 129.6509%
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000079 |( 3 ) 000855
|SHAW BROTHERS CONSTRUCTION, |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 1.200 HA | 16800.00000 20160.00| 50000.00000 60000.00| 17500.00000 21000.00
CLEARING | | |
0020 201.23 87.000 EA | 400.00000 34800.00| 300.00000 26100.00| 125.00000 10875.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 85.000 EA | 200.00000 17000.00| 150.00000 12750.00| 225.00000 19125.00
REMOVING STUMP | | |
0040 202.15 2.000 EA | 400.00000 800.00| 1500.00000 3000.00| 225.00000 450.00
REMOVING MANHOLE OR CATCH BASIN | | |
0050 203.20 25566.000 M3 | 18.00000 460188.00| 12.50000 319575.00| 11.75000 300400.50
COMMON EXCAVATION | | |
0060 203.2312 LUMP| 3000.00000 3000.00| 5600.00000 5600.00| 3500.00000 3500.00
HEALTH AND SAFETY PLAN | | |
0070 203.2333 20.000 MG | 150.00000 3000.00| 350.00000 7000.00| 200.00000 4000.00
DISPOSAL OF SPECIAL EXCAVATION | | |
0080 203.25 50.000 M3 | 25.00000 1250.00| 20.00000 1000.00| 36.75000 1837.50
GRANULAR BORROW | | |
0090 206.061 50.000 M3 | 30.00000 1500.00| 60.00000 3000.00| 37.50000 1875.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0100 206.07 50.000 M3 | 200.00000 10000.00| 250.00000 12500.00| 200.00000 10000.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
LETTING DATE : 02/09/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/09/05
PAGE : 2
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 009493.00
=========
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000079 |( 3 ) 000855
|SHAW BROTHERS CONSTRUCTION, |R J GRONDIN & SONS, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 304.10 36123.000 M3 | 15.00000 541845.00| 18.00000 650214.00| 24.50000 885013.50
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0120 310.23 56050.000 M2 | 6.60000 369930.00| 7.80000 437190.00| 7.25000 406362.50
PLANT MIX RECYCLED ASPHALT PAVEMENT - | | |
75 MM DEPTH | | |
0130 403.207 8930.000 MG | 42.00000 375060.00| 42.00000 375060.00| 47.75000 426407.50
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0140 403.208 5796.000 MG | 45.00000 260820.00| 45.00000 260820.00| 48.60000 281685.60
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0150 403.209 507.000 MG | 90.00000 45630.00| 127.00000 64389.00| 105.00000 53235.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0160 409.15 16198.000 L | 1.50000 24297.00| 1.50000 24297.00| 1.00000 16198.00
BITUMINOUS TACK COAT APPLIED | | |
0170 502.341 91.000 M3 | 500.00000 45500.00| 550.00000 50050.00| 300.00000 27300.00
STRUCTURAL CONCRETE ROADWAY MEDIAN | | |
0180 512.07 13.000 M3 | 150.00000 1950.00| 180.00000 2340.00| 145.00000 1885.00
FRENCH DRAINS (STONES ONLY) | | |
0190 603.16 1165.000 M | 110.70000 128965.50| 120.00000 139800.00| 60.00000 69900.00
375 MM CULVERT PIPE OPTION I | | |
0200 603.169 140.000 M | 163.00000 22820.00| 120.00000 16800.00| 100.00000 14000.00
375 MM CULVERT PIPE OPTION III | | |
0210 603.17 132.000 M | 149.00000 19668.00| 125.00000 16500.00| 70.00000 9240.00
450 MM CULVERT PIPE OPTION I | | |
0220 603.179 172.000 M | 277.00000 47644.00| 125.00000 21500.00| 157.50000 27090.00
450 MM CULVERT PIPE OPTION III | | |
0230 603.19 89.000 M | 192.00000 17088.00| 150.00000 13350.00| 87.00000 7743.00
600 MM CULVERT PIPE OPTION I | | |
0240 603.199 66.000 M | 306.00000 20196.00| 150.00000 9900.00| 180.00000 11880.00
600 MM CULVERT PIPE OPTION III | | |
0250 603.209 7.000 M | 297.00000 2079.00| 300.00000 2100.00| 300.00000 2100.00
750 MM CULVERT PIPE OPTION III | | |
0260 603.219 61.000 M | 328.00000 20008.00| 370.00000 22570.00| 208.00000 12688.00
900 MM CULVERT PIPE OPTION III | | |
0270 603.235 26.000 M | 515.00000 13390.00| 570.00000 14820.00| 375.00000 9750.00
1200 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0280 604.072 3.000 EA | 2800.00000 8400.00| 2400.00000 7200.00| 1725.00000 5175.00
CATCH BASIN TYPE A1-C | | |
0290 604.09 1.000 EA | 2500.00000 2500.00| 2000.00000 2000.00| 1725.00000 1725.00
CATCH BASIN TYPE B1 | | |
LETTING DATE : 02/09/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/09/05
PAGE : 3
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 009493.00
=========
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000079 |( 3 ) 000855
|SHAW BROTHERS CONSTRUCTION, |R J GRONDIN & SONS, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 604.092 5.000 EA | 2500.00000 12500.00| 2100.00000 10500.00| 1700.00000 8500.00
CATCH BASIN TYPE B1-C | | |
0310 604.15 12.200 EA | 2700.00000 32940.00| 2500.00000 30500.00| 2000.00000 24400.00
MANHOLE | | |
0320 604.246 3.000 EA | 1200.00000 3600.00| 1600.00000 4800.00| 1075.00000 3225.00
CATCH BASIN TYPE F5 | | |
0330 604.248 1.000 EA | 1500.00000 1500.00| 1650.00000 1650.00| 1125.00000 1125.00
CATCH BASIN TYPE F6 | | |
0340 605.09 1231.000 M | 75.00000 92325.00| 95.00000 116945.00| 60.00000 73860.00
150 MM UNDERDRAIN TYPE B | | |
0350 605.10 31.000 M | 76.00000 2356.00| 95.00000 2945.00| 75.00000 2325.00
150 MM UNDERDRAIN OUTLET | | |
0360 605.11 218.000 M | 130.00000 28340.00| 130.00000 28340.00| 100.00000 21800.00
300 MM UNDERDRAIN TYPE C | | |
0370 605.12 289.000 M | 139.00000 40171.00| 140.00000 40460.00| 115.00000 33235.00
375 MM UNDERDRAIN TYPE C | | |
0380 605.13 123.000 M | 146.00000 17958.00| 150.00000 18450.00| 132.50000 16297.50
450 MM UNDERDRAIN TYPE C | | |
0390 605.15 83.000 M | 203.00000 16849.00| 180.00000 14940.00| 165.00000 13695.00
600 MM UNDERDRAIN TYPE C | | |
0400 605.17 207.000 M | 200.00000 41400.00| 220.00000 45540.00| 205.00000 42435.00
750 MM UNDERDRAIN TYPE C | | |
0410 606.23 486.000 M | 52.00000 25272.00| 51.03000 24800.58| 53.25000 25879.50
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0420 606.35 30.000 EA | 32.00000 960.00| 29.50000 885.00| 35.00000 1050.00
GUARDRAIL DELINEATOR POST | | |
0430 606.47 30.000 EA | 33.00000 990.00| 30.00000 900.00| 35.00000 1050.00
SINGLE WOOD POST | | |
0440 606.79 10.000 EA | 2000.00000 20000.00| 1865.00000 18650.00| 23.50000 235.00
GUARDRAIL 350 FLARED TERMINAL | | |
0450 607.24 200.000 M | 28.75000 5750.00| 26.24000 5248.00| 61.50000 12300.00
REMOVE AND RESET FENCE | | |
0460 609.11 116.000 M | 76.00000 8816.00| 90.00000 10440.00| 72.00000 8352.00
VERTICAL CURB TYPE 1 | | |
0470 609.12 68.000 M | 103.00000 7004.00| 130.00000 8840.00| 82.00000 5576.00
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0480 609.234 2.000 EA | 125.00000 250.00| 180.00000 360.00| 120.00000 240.00
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0490 609.31 891.000 M | 11.00000 9801.00| 11.00000 9801.00| 14.00000 12474.00
CURB TYPE 3 | | |
0500 609.34 42.000 M | 84.00000 3528.00| 80.00000 3360.00| 73.00000 3066.00
CURB TYPE 5 | | |
LETTING DATE : 02/09/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/09/05
PAGE : 4
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 009493.00
=========
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000079 |( 3 ) 000855
|SHAW BROTHERS CONSTRUCTION, |R J GRONDIN & SONS, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0510 609.35 4.000 M | 220.00000 880.00| 200.00000 800.00| 235.00000 940.00
CURB TYPE 5 - CIRCULAR | | |
0520 610.08 189.000 M3 | 130.00000 24570.00| 40.00000 7560.00| 92.00000 17388.00
PLAIN RIPRAP | | |
0530 610.18 100.000 M3 | 130.00000 13000.00| 50.00000 5000.00| 88.75000 8875.00
STONE DITCH PROTECTION | | |
0540 612.06 267.000 M2 | 5.00000 1335.00| 4.72000 1260.24| 5.50000 1468.50
BITUMINOUS SEALING - BLACK | | |
0550 613.319 8761.000 M2 | 2.00000 17522.00| 2.20000 19274.20| 1.20000 10513.20
EROSION CONTROL BLANKET | | |
0560 615.07 3067.000 M3 | 30.00000 92010.00| 35.00000 107345.00| 45.00000 138015.00
LOAM | | |
0570 618.1301 186.300 UN | 18.00000 3353.40| 16.00000 2980.80| 16.00000 2980.80
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0580 618.1401 141.000 UN | 18.00000 2538.00| 16.00000 2256.00| 16.00000 2256.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0590 618.1411 70.500 UN | 33.00000 2326.50| 30.00000 2115.00| 38.00000 2679.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0600 619.1201 397.900 UN | 15.00000 5968.50| 12.00000 4774.80| 10.25000 4078.48
MULCH - PLAN QUANTITY | | |
0610 619.1401 100.000 M3 | 52.00000 5200.00| 45.00000 4500.00| 30.00000 3000.00
EROSION CONTROL MIX | | |
0620 620.60 7938.000 M2 | 1.50000 11907.00| 1.30000 10319.40| 1.20000 9525.60
SEPARATION GEOTEXTILE | | |
0630 620.604 728.000 M2 | 31.00000 22568.00| 22.50000 16380.00| 32.25000 23478.00
GEOCELL CONFINEMENT SYSTEM | | |
0640 620.65 3629.000 M2 | 4.50000 16330.50| 5.50000 19959.50| 4.00000 14516.00
REINFORCEMENT GEOGRID | | |
0650 621.019 18.000 EA | 43.00000 774.00| 39.00000 702.00| 47.50000 855.00
EVERGREEN TREES (600 MM - 900 MM) GROUP | | |
A | | |
0660 621.02 12.000 EA | 48.00000 576.00| 44.00000 528.00| 51.50000 618.00
EVERGREEN TREES (600 MM - 900 MM) GROUP | | |
B | | |
0670 621.021 24.000 EA | 43.00000 1032.00| 39.00000 936.00| 45.50000 1092.00
EVERGREEN TREES (600 MM - 900 MM) GROUP | | |
C | | |
0680 621.027 6.000 EA | 60.00000 360.00| 109.00000 654.00| 127.50000 765.00
EVERGREEN TREES (900 MM - 1200 MM) | | |
GROUP C | | |
0690 621.126 24.000 EA | 88.00000 2112.00| 91.00000 2184.00| 106.50000 2556.00
SMALL DECIDUOUS TREES (1800 MM - 2400 | | |
MM) GROUP A | | |
LETTING DATE : 02/09/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/09/05
PAGE : 5
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 009493.00
=========
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000079 |( 3 ) 000855
|SHAW BROTHERS CONSTRUCTION, |R J GRONDIN & SONS, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0700 621.127 12.000 EA | 140.00000 1680.00| 129.00000 1548.00| 150.00000 1800.00
SMALL DECIDUOUS TREES (1800 MM - 2400 | | |
MM) GROUP B | | |
0710 621.184 21.000 EA | 175.00000 3675.00| 161.00000 3381.00| 190.00000 3990.00
MEDIUM DECIDUOUS TREES (2400 MM - 3000 | | |
MM) GROUP A | | |
0720 621.267 14.000 EA | 285.00000 3990.00| 262.00000 3668.00| 305.00000 4270.00
LARGE DECIDUOUS TREE (45 MM - 50 MM | | |
CALIPER) GROUP A | | |
0730 621.389 9.000 EA | 43.00000 387.00| 39.00000 351.00| 45.50000 409.50
DWARF EVERGREENS (375 MM - 450 MM) | | |
GROUP A | | |
0740 621.396 10.000 EA | 47.00000 470.00| 43.00000 430.00| 50.00000 500.00
DWARF EVERGREENS (450 MM - 600 MM) | | |
GROUP B | | |
0750 621.54 39.000 EA | 33.00000 1287.00| 30.00000 1170.00| 35.00000 1365.00
DECIDUOUS SHRUBS (450 MM - 600 MM) | | |
GROUP A | | |
0760 621.546 22.000 EA | 35.00000 770.00| 32.00000 704.00| 37.50000 825.00
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP A | | |
0770 621.80 LUMP| 3448.00000 3448.00| 2600.00000 2600.00| 3000.00000 3000.00
ESTABLISHMENT PERIOD | | |
0780 627.711 17370.000 M | 0.50000 8685.00| 0.33000 5732.10| 0.40000 6948.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0790 627.75 26.000 M2 | 16.00000 416.00| 26.90000 699.40| 32.50000 845.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0800 627.76 LUMP| 12000.00000 12000.00| 14000.00000 14000.00| 5000.00000 5000.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0810 629.05 100.000 HR | 35.00000 3500.00| 23.00000 2300.00| 45.00000 4500.00
HAND LABOR, STRAIGHT TIME | | |
0820 631.10 50.000 HR | 40.00000 2000.00| 35.00000 1750.00| 60.00000 3000.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0830 631.11 50.000 HR | 35.00000 1750.00| 28.00000 1400.00| 60.00000 3000.00
AIR TOOL (INCLUDING OPERATOR) | | |
0840 631.12 100.000 HR | 105.00000 10500.00| 65.00000 6500.00| 135.00000 13500.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
LETTING DATE : 02/09/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/09/05
PAGE : 6
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 009493.00
=========
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000079 |( 3 ) 000855
|SHAW BROTHERS CONSTRUCTION, |R J GRONDIN & SONS, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0850 631.132 50.000 HR | 80.00000 4000.00| 55.00000 2750.00| 105.00000 5250.00
SMALL BULLDOZER (INCLUDING OPERATOR) | | |
0860 631.14 50.000 HR | 100.00000 5000.00| 65.00000 3250.00| 135.00000 6750.00
GRADER (INCLUDING OPERATOR) | | |
0870 631.172 50.000 HR | 55.00000 2750.00| 55.00000 2750.00| 65.00000 3250.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0880 631.18 50.000 HR | 40.00000 2000.00| 35.00000 1750.00| 75.00000 3750.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0890 631.20 50.000 HR | 50.00000 2500.00| 175.00000 8750.00| 250.00000 12500.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0900 631.22 50.000 HR | 76.00000 3800.00| 55.00000 2750.00| 125.00000 6250.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
0910 637.071 LUMP| 5000.00000 5000.00| 7500.00000 7500.00| 35500.00000 35500.00
DUST CONTROL | | |
0920 639.18 1.000 EA | 16700.00000 16700.00| 21500.00000 21500.00| 7500.00000 7500.00
FIELD OFFICE TYPE A | | |
0930 652.31 25.000 EA | 50.00000 1250.00| 30.00000 750.00| 30.00000 750.00
TYPE I BARRICADE | | |
0940 652.33 100.000 EA | 75.00000 7500.00| 15.50000 1550.00| 60.00000 6000.00
DRUM | | |
0950 652.34 200.000 EA | 16.00000 3200.00| 10.00000 2000.00| 17.50000 3500.00
CONE | | |
0960 652.35 160.000 M2 | 150.00000 24000.00| 75.00000 12000.00| 95.00000 15200.00
CONSTRUCTION SIGNS | | |
0970 652.361 230.000 LS | 40000.00000 40000.00| 55000.00000 55000.00| 160000.00000 160000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0980 652.38 7500.000 HR | 18.00000 135000.00| 24.00000 180000.00| 15.00000 112500.00
FLAGGER | | |
0990 652.41 4.000 EA | 10000.00000 40000.00| 7500.00000 30000.00| 5500.00000 22000.00
PORTABLE - CHANGEABLE MESSAGE SIGN | | |
1000 656.75 LUMP| 25000.00000 25000.00| 45000.00000 45000.00| 55000.00000 55000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
1010 658.20 14.000 M2 | 10.00000 140.00| 23.60000 330.40| 27.50000 385.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
1020 659.10 LUMP| 351436.13000 351436.13| 193972.00000 193972.00| 402500.00000 402500.00
MOBILIZATION | | |
1030 660.21 4000.000 HR | 1.00000 4000.00| 21.00000 84000.00| 1.00000 4000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 3,843,995.53| $ 3,891,144.42| $ 4,114,698.18
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 3,843,995.53| $ 3,891,144.42| $ 4,114,698.18
====================================================================================================================================
LETTING DATE : 02/09/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/09/05
PAGE : 7
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 009493.00
=========
====================================================================================================================================
|( 4 ) 001095 |( 5 ) 000403 |( 6 ) 000164
|GORHAM SAND & GRAVEL, INC. |PRATT & SONS 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 201.11 1.200 HA | 13000.00000 15600.00| 22000.00000 26400.00| 7500.00000 9000.00
CLEARING | | |
0020 201.23 87.000 EA | 600.00000 52200.00| 350.00000 30450.00| 450.00000 39150.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 85.000 EA | 350.00000 29750.00| 200.00000 17000.00| 450.00000 38250.00
REMOVING STUMP | | |
0040 202.15 2.000 EA | 600.00000 1200.00| 225.00000 450.00| 1500.00000 3000.00
REMOVING MANHOLE OR CATCH BASIN | | |
0050 203.20 25566.000 M3 | 9.00000 230094.00| 11.00000 281226.00| 17.00000 434622.00
COMMON EXCAVATION | | |
0060 203.2312 LUMP| 10000.00000 10000.00| 2900.00000 2900.00| 5500.00000 5500.00
HEALTH AND SAFETY PLAN | | |
0070 203.2333 20.000 MG | 200.00000 4000.00| 105.00000 2100.00| 350.00000 7000.00
DISPOSAL OF SPECIAL EXCAVATION | | |
0080 203.25 50.000 M3 | 25.00000 1250.00| 32.00000 1600.00| 15.00000 750.00
GRANULAR BORROW | | |
0090 206.061 50.000 M3 | 75.00000 3750.00| 23.00000 1150.00| 45.00000 2250.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0100 206.07 50.000 M3 | 150.00000 7500.00| 200.00000 10000.00| 125.00000 6250.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0110 304.10 36123.000 M3 | 19.00000 686337.00| 24.00000 866952.00| 32.50000 1173997.50
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0120 310.23 56050.000 M2 | 9.00000 504450.00| 10.50000 588525.00| 10.00000 560500.00
PLANT MIX RECYCLED ASPHALT PAVEMENT - | | |
75 MM DEPTH | | |
0130 403.207 8930.000 MG | 48.00000 428640.00| 48.00000 428640.00| 42.00000 375060.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0140 403.208 5796.000 MG | 51.00000 295596.00| 49.00000 284004.00| 45.00000 260820.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0150 403.209 507.000 MG | 110.00000 55770.00| 105.00000 53235.00| 90.00000 45630.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0160 409.15 16198.000 L | 1.50000 24297.00| 1.00000 16198.00| 1.50000 24297.00
BITUMINOUS TACK COAT APPLIED | | |
0170 502.341 91.000 M3 | 400.00000 36400.00| 400.00000 36400.00| 500.00000 45500.00
STRUCTURAL CONCRETE ROADWAY MEDIAN | | |
0180 512.07 13.000 M3 | 150.00000 1950.00| 55.00000 715.00| 75.00000 975.00
FRENCH DRAINS (STONES ONLY) | | |
LETTING DATE : 02/09/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/09/05
PAGE : 8
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 009493.00
=========
====================================================================================================================================
|( 4 ) 001095 |( 5 ) 000403 |( 6 ) 000164
|GORHAM SAND & GRAVEL, INC. |PRATT & SONS INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 603.16 1165.000 M | 97.00000 113005.00| 63.00000 73395.00| 90.00000 104850.00
375 MM CULVERT PIPE OPTION I | | |
0200 603.169 140.000 M | 109.00000 15260.00| 79.00000 11060.00| 140.00000 19600.00
375 MM CULVERT PIPE OPTION III | | |
0210 603.17 132.000 M | 131.00000 17292.00| 81.00000 10692.00| 100.00000 13200.00
450 MM CULVERT PIPE OPTION I | | |
0220 603.179 172.000 M | 312.00000 53664.00| 165.00000 28380.00| 150.00000 25800.00
450 MM CULVERT PIPE OPTION III | | |
0230 603.19 89.000 M | 160.00000 14240.00| 97.00000 8633.00| 150.00000 13350.00
600 MM CULVERT PIPE OPTION I | | |
0240 603.199 66.000 M | 287.00000 18942.00| 115.00000 7590.00| 200.00000 13200.00
600 MM CULVERT PIPE OPTION III | | |
0250 603.209 7.000 M | 327.00000 2289.00| 275.00000 1925.00| 225.00000 1575.00
750 MM CULVERT PIPE OPTION III | | |
0260 603.219 61.000 M | 352.00000 21472.00| 285.00000 17385.00| 235.00000 14335.00
900 MM CULVERT PIPE OPTION III | | |
0270 603.235 26.000 M | 652.00000 16952.00| 525.00000 13650.00| 500.00000 13000.00
1200 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0280 604.072 3.000 EA | 2700.00000 8100.00| 2500.00000 7500.00| 2750.00000 8250.00
CATCH BASIN TYPE A1-C | | |
0290 604.09 1.000 EA | 2450.00000 2450.00| 2500.00000 2500.00| 2950.00000 2950.00
CATCH BASIN TYPE B1 | | |
0300 604.092 5.000 EA | 2450.00000 12250.00| 2300.00000 11500.00| 2950.00000 14750.00
CATCH BASIN TYPE B1-C | | |
0310 604.15 12.200 EA | 2100.00000 25620.00| 3300.00000 40260.00| 2750.00000 33550.00
MANHOLE | | |
0320 604.246 3.000 EA | 1400.00000 4200.00| 2000.00000 6000.00| 1500.00000 4500.00
CATCH BASIN TYPE F5 | | |
0330 604.248 1.000 EA | 1500.00000 1500.00| 1800.00000 1800.00| 1700.00000 1700.00
CATCH BASIN TYPE F6 | | |
0340 605.09 1231.000 M | 85.00000 104635.00| 83.00000 102173.00| 95.00000 116945.00
150 MM UNDERDRAIN TYPE B | | |
0350 605.10 31.000 M | 76.00000 2356.00| 83.00000 2573.00| 95.00000 2945.00
150 MM UNDERDRAIN OUTLET | | |
0360 605.11 218.000 M | 111.00000 24198.00| 97.00000 21146.00| 105.00000 22890.00
300 MM UNDERDRAIN TYPE C | | |
0370 605.12 289.000 M | 122.00000 35258.00| 105.00000 30345.00| 115.00000 33235.00
375 MM UNDERDRAIN TYPE C | | |
0380 605.13 123.000 M | 144.00000 17712.00| 140.00000 17220.00| 125.00000 15375.00
450 MM UNDERDRAIN TYPE C | | |
LETTING DATE : 02/09/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/09/05
PAGE : 9
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 009493.00
=========
====================================================================================================================================
|( 4 ) 001095 |( 5 ) 000403 |( 6 ) 000164
|GORHAM SAND & GRAVEL, INC. |PRATT & SONS INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 605.15 83.000 M | 181.00000 15023.00| 175.00000 14525.00| 150.00000 12450.00
600 MM UNDERDRAIN TYPE C | | |
0400 605.17 207.000 M | 234.00000 48438.00| 250.00000 51750.00| 170.00000 35190.00
750 MM UNDERDRAIN TYPE C | | |
0410 606.23 486.000 M | 55.00000 26730.00| 52.00000 25272.00| 52.50000 25515.00
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0420 606.35 30.000 EA | 35.00000 1050.00| 34.00000 1020.00| 32.00000 960.00
GUARDRAIL DELINEATOR POST | | |
0430 606.47 30.000 EA | 50.00000 1500.00| 34.00000 1020.00| 33.00000 990.00
SINGLE WOOD POST | | |
0440 606.79 10.000 EA | 2200.00000 22000.00| 2300.00000 23000.00| 2000.00000 20000.00
GUARDRAIL 350 FLARED TERMINAL | | |
0450 607.24 200.000 M | 23.00000 4600.00| 60.00000 12000.00| 35.00000 7000.00
REMOVE AND RESET FENCE | | |
0460 609.11 116.000 M | 76.00000 8816.00| 69.00000 8004.00| 100.00000 11600.00
VERTICAL CURB TYPE 1 | | |
0470 609.12 68.000 M | 122.00000 8296.00| 111.00000 7548.00| 110.00000 7480.00
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0480 609.234 2.000 EA | 125.00000 250.00| 200.00000 400.00| 200.00000 400.00
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0490 609.31 891.000 M | 13.00000 11583.00| 24.00000 21384.00| 15.00000 13365.00
CURB TYPE 3 | | |
0500 609.34 42.000 M | 70.00000 2940.00| 66.00000 2772.00| 75.00000 3150.00
CURB TYPE 5 | | |
0510 609.35 4.000 M | 300.00000 1200.00| 220.00000 880.00| 225.00000 900.00
CURB TYPE 5 - CIRCULAR | | |
0520 610.08 189.000 M3 | 70.00000 13230.00| 72.00000 13608.00| 65.00000 12285.00
PLAIN RIPRAP | | |
0530 610.18 100.000 M3 | 70.00000 7000.00| 72.00000 7200.00| 75.00000 7500.00
STONE DITCH PROTECTION | | |
0540 612.06 267.000 M2 | 7.00000 1869.00| 5.00000 1335.00| 6.50000 1735.50
BITUMINOUS SEALING - BLACK | | |
0550 613.319 8761.000 M2 | 2.50000 21902.50| 2.20000 19274.20| 2.00000 17522.00
EROSION CONTROL BLANKET | | |
0560 615.07 3067.000 M3 | 39.00000 119613.00| 39.00000 119613.00| 55.00000 168685.00
LOAM | | |
0570 618.1301 186.300 UN | 19.00000 3539.70| 16.50000 3073.95| 16.00000 2980.80
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0580 618.1401 141.000 UN | 19.00000 2679.00| 16.50000 2326.50| 16.00000 2256.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0590 618.1411 70.500 UN | 38.00000 2679.00| 36.50000 2573.25| 35.00000 2467.50
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
LETTING DATE : 02/09/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/09/05
PAGE : 10
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 009493.00
=========
====================================================================================================================================
|( 4 ) 001095 |( 5 ) 000403 |( 6 ) 000164
|GORHAM SAND & GRAVEL, INC. |PRATT & SONS INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0600 619.1201 397.900 UN | 13.00000 5172.70| 10.00000 3979.00| 12.00000 4774.80
MULCH - PLAN QUANTITY | | |
0610 619.1401 100.000 M3 | 50.00000 5000.00| 45.00000 4500.00| 70.00000 7000.00
EROSION CONTROL MIX | | |
0620 620.60 7938.000 M2 | 2.50000 19845.00| 2.25000 17860.50| 2.25000 17860.50
SEPARATION GEOTEXTILE | | |
0630 620.604 728.000 M2 | 23.75000 17290.00| 33.00000 24024.00| 30.00000 21840.00
GEOCELL CONFINEMENT SYSTEM | | |
0640 620.65 3629.000 M2 | 3.50000 12701.50| 6.00000 21774.00| 6.00000 21774.00
REINFORCEMENT GEOGRID | | |
0650 621.019 18.000 EA | 75.00000 1350.00| 44.00000 792.00| 40.00000 720.00
EVERGREEN TREES (600 MM - 900 MM) GROUP | | |
A | | |
0660 621.02 12.000 EA | 95.00000 1140.00| 50.00000 600.00| 45.00000 540.00
EVERGREEN TREES (600 MM - 900 MM) GROUP | | |
B | | |
0670 621.021 24.000 EA | 75.00000 1800.00| 44.00000 1056.00| 55.00000 1320.00
EVERGREEN TREES (600 MM - 900 MM) GROUP | | |
C | | |
0680 621.027 6.000 EA | 100.00000 600.00| 125.00000 750.00| 85.00000 510.00
EVERGREEN TREES (900 MM - 1200 MM) | | |
GROUP C | | |
0690 621.126 24.000 EA | 105.00000 2520.00| 105.00000 2520.00| 95.00000 2280.00
SMALL DECIDUOUS TREES (1800 MM - 2400 | | |
MM) GROUP A | | |
0700 621.127 12.000 EA | 190.00000 2280.00| 145.00000 1740.00| 95.00000 1140.00
SMALL DECIDUOUS TREES (1800 MM - 2400 | | |
MM) GROUP B | | |
0710 621.184 21.000 EA | 210.00000 4410.00| 190.00000 3990.00| 170.00000 3570.00
MEDIUM DECIDUOUS TREES (2400 MM - 3000 | | |
MM) GROUP A | | |
0720 621.267 14.000 EA | 450.00000 6300.00| 300.00000 4200.00| 255.00000 3570.00
LARGE DECIDUOUS TREE (45 MM - 50 MM | | |
CALIPER) GROUP A | | |
0730 621.389 9.000 EA | 60.00000 540.00| 44.00000 396.00| 55.00000 495.00
DWARF EVERGREENS (375 MM - 450 MM) | | |
GROUP A | | |
0740 621.396 10.000 EA | 60.00000 600.00| 49.00000 490.00| 55.00000 550.00
DWARF EVERGREENS (450 MM - 600 MM) | | |
GROUP B | | |
0750 621.54 39.000 EA | 55.00000 2145.00| 34.00000 1326.00| 40.00000 1560.00
DECIDUOUS SHRUBS (450 MM - 600 MM) | | |
GROUP A | | |
LETTING DATE : 02/09/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/09/05
PAGE : 11
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 009493.00
=========
====================================================================================================================================
|( 4 ) 001095 |( 5 ) 000403 |( 6 ) 000164
|GORHAM SAND & GRAVEL, INC. |PRATT & SONS INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0760 621.546 22.000 EA | 60.00000 1320.00| 37.00000 814.00| 50.00000 1100.00
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP A | | |
0770 621.80 LUMP| 2200.00000 2200.00| 2900.00000 2900.00| 3500.00000 3500.00
ESTABLISHMENT PERIOD | | |
0780 627.711 17370.000 M | 0.50000 8685.00| 0.30000 5211.00| 0.30000 5211.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0790 627.75 26.000 M2 | 32.00000 832.00| 17.00000 442.00| 17.00000 442.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0800 627.76 LUMP| 14000.00000 14000.00| 11300.00000 11300.00| 7500.00000 7500.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0810 629.05 100.000 HR | 25.00000 2500.00| 35.00000 3500.00| 35.00000 3500.00
HAND LABOR, STRAIGHT TIME | | |
0820 631.10 50.000 HR | 35.00000 1750.00| 40.00000 2000.00| 55.00000 2750.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0830 631.11 50.000 HR | 35.00000 1750.00| 40.00000 2000.00| 55.00000 2750.00
AIR TOOL (INCLUDING OPERATOR) | | |
0840 631.12 100.000 HR | 125.00000 12500.00| 110.00000 11000.00| 130.00000 13000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0850 631.132 50.000 HR | 75.00000 3750.00| 69.00000 3450.00| 110.00000 5500.00
SMALL BULLDOZER (INCLUDING OPERATOR) | | |
0860 631.14 50.000 HR | 125.00000 6250.00| 200.00000 10000.00| 135.00000 6750.00
GRADER (INCLUDING OPERATOR) | | |
0870 631.172 50.000 HR | 45.00000 2250.00| 45.00000 2250.00| 55.00000 2750.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0880 631.18 50.000 HR | 40.00000 2000.00| 40.00000 2000.00| 55.00000 2750.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0890 631.20 50.000 HR | 150.00000 7500.00| 120.00000 6000.00| 300.00000 15000.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0900 631.22 50.000 HR | 75.00000 3750.00| 85.00000 4250.00| 90.00000 4500.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
0910 637.071 LUMP| 20000.00000 20000.00| 6500.00000 6500.00| 75000.00000 75000.00
DUST CONTROL | | |
0920 639.18 1.000 EA | 15000.00000 15000.00| 14000.00000 14000.00| 20500.00000 20500.00
FIELD OFFICE TYPE A | | |
0930 652.31 25.000 EA | 25.00000 625.00| 60.00000 1500.00| 65.00000 1625.00
TYPE I BARRICADE | | |
LETTING DATE : 02/09/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/09/05
PAGE : 12
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 009493.00
=========
====================================================================================================================================
|( 4 ) 001095 |( 5 ) 000403 |( 6 ) 000164
|GORHAM SAND & GRAVEL, INC. |PRATT & SONS INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0940 652.33 100.000 EA | 35.00000 3500.00| 75.00000 7500.00| 55.00000 5500.00
DRUM | | |
0950 652.34 200.000 EA | 15.00000 3000.00| 18.00000 3600.00| 15.00000 3000.00
CONE | | |
0960 652.35 160.000 M2 | 100.00000 16000.00| 110.00000 17600.00| 80.00000 12800.00
CONSTRUCTION SIGNS | | |
0970 652.361 230.000 LS | 25000.00000 25000.00| 15000.00000 15000.00| 85000.00000 85000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0980 652.38 7500.000 HR | 20.00000 150000.00| 17.00000 127500.00| 17.00000 127500.00
FLAGGER | | |
0990 652.41 4.000 EA | 16000.00000 64000.00| 17000.00000 68000.00| 15000.00000 60000.00
PORTABLE - CHANGEABLE MESSAGE SIGN | | |
1000 656.75 LUMP| 30000.00000 30000.00| 10000.00000 10000.00| 65000.00000 65000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
1010 658.20 14.000 M2 | 30.00000 420.00| 14.00000 196.00| 15.00000 210.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
1020 659.10 LUMP| 447605.50000 447605.50| 380000.00000 380000.00| 497750.00000 497750.00
MOBILIZATION | | |
1030 660.21 4000.000 HR | 2.00000 8000.00| 2.00000 8000.00| 0.10000 400.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 4,162,998.90| $ 4,218,761.40| $ 4,983,775.60
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 4,162,998.90| $ 4,218,761.40| $ 4,983,775.60
====================================================================================================================================