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LETTING DATE : 08/30/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 1
LOCATION : GREENWOOD TABULATION OF BIDS
CONTRACT ID : 003514.10
=========
PROJECT(S): NH-017P(84)E COUNTIE(S) : OXFORD MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : _______________________________
CONTRACT DESCRIPTION : RURAL HIGHWAY REHABILITATION NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000460 M & H LOGGING AND CONSTRUCTION $ 1,578,877.73 100.0000%
2 000855 BRIDGECORP $ 1,585,582.26 100.4246%
3 000403 PRATT & SONS INC. $ 1,591,759.44 100.8159%
4 000063 WYMAN & SIMPSON, INC. $ 1,639,309.94 103.8275%
====================================================================================================================================
|( 1 ) 000460 |( 2 ) 000855 |( 3 ) 000403
|M & H LOGGING AND CONSTRUCT |BRIDGECORP |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 107.27 LUMP| 20000.00000 20000.00| 8000.00000 8000.00| 46500.00000 46500.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 201.23 4.000 EA | 1000.00000 4000.00| 600.00000 2400.00| 1000.00000 4000.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 5.000 EA | 250.00000 1250.00| 100.00000 500.00| 180.00000 900.00
REMOVING STUMP | | |
0040 202.128 60.000 LS | 4000.00000 4000.00| 1200.00000 1200.00| 3200.00000 3200.00
REMOVE CONCRETE CURBS AND SIDEWALKS | | |
0050 202.19 4.000 LS | 23000.00000 23000.00| 109500.00000 109500.00| 16500.00000 16500.00
REMOVING EXISTING BRIDGE | | |
0060 203.20 25639.500 M3 | 8.00000 205116.00| 6.00000 153837.00| 6.60000 169220.70
COMMON EXCAVATION | | |
0070 203.21 260.000 M3 | 45.00000 11700.00| 30.00000 7800.00| 40.00000 10400.00
ROCK EXCAVATION | | |
0080 203.25 100.000 M3 | 13.00000 1300.00| 0.02000 2.00| 15.00000 1500.00
GRANULAR BORROW | | |
0090 206.061 20.000 M3 | 20.00000 400.00| 0.02000 0.40| 11.00000 220.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0100 206.07 90.000 M3 | 100.00000 9000.00| 50.00000 4500.00| 104.00000 9360.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
LETTING DATE : 08/30/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 2
LOCATION : GREENWOOD TABULATION OF BIDS
CONTRACT ID : 003514.10
=========
====================================================================================================================================
|( 1 ) 000460 |( 2 ) 000855 |( 3 ) 000403
|M & H LOGGING AND CONSTRUCT |BRIDGECORP |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 206.082 6.000 M3 | 50.00000 300.00| 10.00000 60.00| 12.00000 72.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0120 304.10 14169.400 M3 | 15.00000 212541.00| 12.00000 170032.80| 17.85000 252923.79
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0130 307.331 17709.000 M2 | 1.40000 24792.60| 3.50000 61981.50| 2.00000 35418.00
COLD IN-PLACE RECYCLED PAVEMENT | | |
(UNTREATED) | | |
0140 403.207 3390.000 MG | 51.50000 174585.00| 49.00000 166110.00| 44.00000 149160.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0150 403.208 3210.000 MG | 49.94000 160307.40| 49.00000 157290.00| 44.00000 141240.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0160 403.209 270.000 MG | 130.00000 35100.00| 128.00000 34560.00| 95.00000 25650.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0170 403.210 10.000 MG | 52.50000 525.00| 175.00000 1750.00| 53.00000 530.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0180 409.15 1510.000 L | 1.25000 1887.50| 1.30000 1963.00| 1.20000 1812.00
BITUMINOUS TACK COAT APPLIED | | |
0190 502.21 4.000 M3 | 4000.00000 16000.00| 4100.00000 16400.00| 2928.00000 11712.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0200 502.25 10.000 LS | 27000.00000 27000.00| 20000.00000 20000.00| 20259.00000 20259.00
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0210 503.12 1000.000 KG | 1.00000 1000.00| 1.15000 1150.00| 1.00000 1000.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0220 503.13 1000.000 KG | 3.19000 3190.00| 4.50000 4500.00| 3.00000 3000.00
REINFORCING STEEL, PLACING | | |
0230 508.13 40.000 LS | 1600.00000 1600.00| 1175.00000 1175.00| 1530.00000 1530.00
MEMBRANE WATERPROOFING | | |
0240 514.06 1.000 EA | 1200.00000 1200.00| 1175.00000 1175.00| 1200.00000 1200.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0250 515.21 50.000 LS | 265.00000 265.00| 235.00000 235.00| 280.00000 280.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0260 526.301 52.000 LS | 300.00000 300.00| 3500.00000 3500.00| 1166.00000 1166.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0270 601.21 275.000 M3 | 150.00000 41250.00| 70.00000 19250.00| 146.00000 40150.00
GABIONS, GALVANIZED | | |
0280 603.159 21.000 M | 130.00000 2730.00| 135.00000 2835.00| 77.00000 1617.00
300 MM CULVERT PIPE OPTION III | | |
LETTING DATE : 08/30/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 3
LOCATION : GREENWOOD TABULATION OF BIDS
CONTRACT ID : 003514.10
=========
====================================================================================================================================
|( 1 ) 000460 |( 2 ) 000855 |( 3 ) 000403
|M & H LOGGING AND CONSTRUCT |BRIDGECORP |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 603.16 80.000 M | 70.00000 5600.00| 145.00000 11600.00| 56.00000 4480.00
375 MM CULVERT PIPE OPTION I | | |
0300 603.169 35.000 M | 180.00000 6300.00| 128.00000 4480.00| 223.00000 7805.00
375 MM CULVERT PIPE OPTION III | | |
0310 603.17 56.000 M | 70.00000 3920.00| 145.00000 8120.00| 64.00000 3584.00
450 MM CULVERT PIPE OPTION I | | |
0320 603.179 80.000 M | 150.00000 12000.00| 150.00000 12000.00| 162.00000 12960.00
450 MM CULVERT PIPE OPTION III | | |
0330 603.185 18.800 M | 220.00000 4136.00| 172.00000 3233.60| 197.00000 3703.60
525 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0340 603.189 51.200 M | 170.00000 8704.00| 185.00000 9472.00| 213.00000 10905.60
525 MM CULVERT PIPE OPTION III | | |
0350 603.199 53.000 M | 175.00000 9275.00| 183.00000 9699.00| 234.00000 12402.00
600 MM CULVERT PIPE OPTION III | | |
0360 604.072 17.000 EA | 2000.00000 34000.00| 2200.00000 37400.00| 2060.00000 35020.00
CATCH BASIN TYPE A1-C | | |
0370 604.15 1.000 EA | 2000.00000 2000.00| 2300.00000 2300.00| 1554.00000 1554.00
MANHOLE | | |
0380 604.244 1.000 EA | 1200.00000 1200.00| 1050.00000 1050.00| 1363.00000 1363.00
CATCH BASIN TYPE F4 | | |
0390 605.09 905.000 M | 70.00000 63350.00| 39.00000 35295.00| 63.00000 57015.00
150 MM UNDERDRAIN TYPE B | | |
0400 605.10 7.000 M | 70.00000 490.00| 50.00000 350.00| 60.00000 420.00
150 MM UNDERDRAIN OUTLET | | |
0410 605.11 365.000 M | 90.00000 32850.00| 90.00000 32850.00| 82.00000 29930.00
300 MM UNDERDRAIN TYPE C | | |
0420 605.12 75.000 M | 100.00000 7500.00| 78.00000 5850.00| 86.00000 6450.00
375 MM UNDERDRAIN TYPE C | | |
0430 605.13 60.000 M | 120.00000 7200.00| 98.00000 5880.00| 95.00000 5700.00
450 MM UNDERDRAIN TYPE C | | |
0440 606.23 1110.000 M | 35.90000 39849.00| 38.00000 42180.00| 34.00000 37740.00
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0450 606.231 30.480 M | 36.20000 1103.38| 38.00000 1158.24| 35.00000 1066.80
GUARDRAIL TYPE 3C - 4.5 M RADIUS AND | | |
LESS | | |
0460 606.232 34.290 M | 36.20000 1241.30| 38.00000 1303.02| 35.00000 1200.15
GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS | | |
0470 606.265 7.000 EA | 44.00000 308.00| 47.00000 329.00| 42.00000 294.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
LETTING DATE : 08/30/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 4
LOCATION : GREENWOOD TABULATION OF BIDS
CONTRACT ID : 003514.10
=========
====================================================================================================================================
|( 1 ) 000460 |( 2 ) 000855 |( 3 ) 000403
|M & H LOGGING AND CONSTRUCT |BRIDGECORP |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0480 606.35 13.000 EA | 27.50000 357.50| 29.00000 377.00| 26.00000 338.00
GUARDRAIL DELINEATOR POST | | |
0490 606.47 10.000 EA | 38.50000 385.00| 40.00000 400.00| 37.00000 370.00
SINGLE WOOD POST | | |
0500 606.74 11.430 M | 271.57000 3104.05| 290.00000 3314.70| 260.00000 2971.80
GUARDRAIL TYPE 3 - SINGLE RAIL BRIDGE | | |
MOUNTED | | |
0510 606.79 5.000 EA | 1980.00000 9900.00| 2100.00000 10500.00| 1900.00000 9500.00
GUARDRAIL 350 FLARED TERMINAL | | |
0520 609.11 1102.000 M | 50.00000 55100.00| 62.00000 68324.00| 53.00000 58406.00
VERTICAL CURB TYPE 1 | | |
0530 609.12 19.800 M | 75.00000 1485.00| 95.00000 1881.00| 75.00000 1485.00
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0540 609.234 55.000 EA | 100.00000 5500.00| 74.00000 4070.00| 117.00000 6435.00
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0550 609.237 30.000 EA | 185.00000 5550.00| 130.00000 3900.00| 160.00000 4800.00
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0560 609.247 4.000 EA | 150.00000 600.00| 115.00000 460.00| 142.00000 568.00
TERMINAL CURB TYPE 2 - 2.1 METER | | |
0570 609.31 250.000 M | 13.20000 3300.00| 13.00000 3250.00| 13.00000 3250.00
CURB TYPE 3 | | |
0580 610.08 150.000 M3 | 45.00000 6750.00| 70.00000 10500.00| 76.00000 11400.00
PLAIN RIPRAP | | |
0600 611.17 20.000 M2 | 150.00000 3000.00| 350.00000 7000.00| 382.00000 7640.00
CONCRETE SLAB FOR BACKSLOPE PROTECTION | | |
0610 612.06 80.000 M2 | 7.92000 633.60| 8.50000 680.00| 8.00000 640.00
BITUMINOUS SEALING - BLACK | | |
0620 615.07 870.000 M3 | 30.00000 26100.00| 13.00000 11310.00| 31.00000 26970.00
LOAM | | |
0630 618.1301 25.000 UN | 17.60000 440.00| 18.00000 450.00| 31.00000 775.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0640 618.1401 162.000 UN | 15.95000 2583.90| 17.00000 2754.00| 22.00000 3564.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0650 619.1201 187.000 UN | 9.30000 1739.10| 10.00000 1870.00| 10.00000 1870.00
MULCH - PLAN QUANTITY | | |
0660 620.56 300.000 M2 | 4.00000 1200.00| 2.75000 825.00| 1.60000 480.00
DRAINAGE GEOTEXTILE | | |
0670 621.031 10.000 EA | 165.00000 1650.00| 175.00000 1750.00| 158.00000 1580.00
EVERGREEN TREES (1200 MM - 1500 MM) | | |
GROUP A | | |
0680 621.195 10.000 EA | 275.00000 2750.00| 290.00000 2900.00| 264.00000 2640.00
MEDIUM DECIDUOUS TREE (45 MM - 50 MM | | |
CALIPER) GROUP A | | |
LETTING DATE : 08/30/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 5
LOCATION : GREENWOOD TABULATION OF BIDS
CONTRACT ID : 003514.10
=========
====================================================================================================================================
|( 1 ) 000460 |( 2 ) 000855 |( 3 ) 000403
|M & H LOGGING AND CONSTRUCT |BRIDGECORP |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0690 621.546 10.000 EA | 53.90000 539.00| 58.00000 580.00| 52.00000 520.00
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP A | | |
0700 627.71 5300.000 M | 0.33000 1749.00| 0.35000 1855.00| 0.30000 1590.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0710 627.73 2650.000 M | 0.55000 1457.50| 0.60000 1590.00| 0.50000 1325.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0720 627.75 50.000 M2 | 17.75000 887.50| 18.75000 937.50| 17.00000 850.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0730 627.77 20.000 M2 | 35.50000 710.00| 38.00000 760.00| 34.00000 680.00
REMOVING PAVEMENT MARKINGS | | |
0740 627.78 5700.000 M | 0.55000 3135.00| 0.60000 3420.00| 0.50000 2850.00
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0750 629.05 20.000 MH | 20.00000 400.00| 25.00000 500.00| 27.00000 540.00
HAND LABOR, STRAIGHT TIME | | |
0760 631.10 10.000 HR | 40.00000 400.00| 20.00000 200.00| 27.00000 270.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0770 631.11 10.000 HR | 25.00000 250.00| 20.00000 200.00| 27.00000 270.00
AIR TOOL (INCLUDING OPERATOR) | | |
0780 631.12 20.000 HR | 65.00000 1300.00| 150.00000 3000.00| 99.00000 1980.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0790 631.13 10.000 HR | 60.00000 600.00| 100.00000 1000.00| 57.00000 570.00
BULLDOZER (INCLUDING OPERATOR) | | |
0800 631.14 10.000 HR | 75.00000 750.00| 150.00000 1500.00| 99.00000 990.00
GRADER (INCLUDING OPERATOR) | | |
0810 631.171 10.000 HR | 30.00000 300.00| 30.00000 300.00| 38.00000 380.00
TRUCK - SMALL (INCLUDING OPERATOR) | | |
0820 631.172 20.000 HR | 35.00000 700.00| 40.00000 800.00| 38.00000 760.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0830 631.18 10.000 HR | 40.00000 400.00| 50.00000 500.00| 30.00000 300.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0840 631.21 10.000 HR | 100.00000 1000.00| 50.00000 500.00| 45.00000 450.00
ROAD BROOM (INCLUDING OPERATORS AND | | |
HAULER) | | |
0850 631.22 10.000 HR | 55.00000 550.00| 100.00000 1000.00| 75.00000 750.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
0860 631.32 10.000 HR | 150.00000 1500.00| 100.00000 1000.00| 150.00000 1500.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
LETTING DATE : 08/30/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 6
LOCATION : GREENWOOD TABULATION OF BIDS
CONTRACT ID : 003514.10
=========
====================================================================================================================================
|( 1 ) 000460 |( 2 ) 000855 |( 3 ) 000403
|M & H LOGGING AND CONSTRUCT |BRIDGECORP |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0870 631.37 1.000 EA | 120.00000 120.00| 117.50000 117.50| 163.00000 163.00
CLEAN EXISTING CATCH BASINS AND MANHOLE | | |
0880 637.071 LUMP| 10000.00000 10000.00| 12000.00000 12000.00| 6000.00000 6000.00
DUST CONTROL | | |
0890 639.18 1.000 EA | 4000.00000 4000.00| 6000.00000 6000.00| 5300.00000 5300.00
FIELD OFFICE TYPE A | | |
0900 652.31 10.000 EA | 40.00000 400.00| 35.00000 350.00| 35.00000 350.00
TYPE I BARRICADE | | |
0910 652.311 10.000 EA | 20.00000 200.00| 35.00000 350.00| 35.00000 350.00
TYPE II BARRICADE | | |
0920 652.33 70.000 EA | 25.00000 1750.00| 65.00000 4550.00| 45.00000 3150.00
DRUM | | |
0930 652.34 40.000 EA | 20.00000 800.00| 17.00000 680.00| 9.00000 360.00
CONE | | |
0940 652.35 90.000 M2 | 85.00000 7650.00| 80.00000 7200.00| 81.00000 7290.00
CONSTRUCTION SIGNS | | |
0950 652.36 155.000 CD | 50.00000 7750.00| 20.00000 3100.00| 87.00000 13485.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0960 652.38 3500.000 MH | 14.30000 50050.00| 15.00000 52500.00| 14.00000 49000.00
FLAGGER | | |
0970 657.24 100.000 UN | 25.25000 2525.00| 2.00000 200.00| 14.00000 1400.00
SEEDING PITS | | |
0980 658.20 80.000 M2 | 12.63000 1010.40| 14.00000 1120.00| 13.00000 1040.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0990 659.10 LUMP| 99500.00000 99500.00| 157000.00000 157000.00| 153000.00000 153000.00
MOBILIZATION | | |
1000 660.21 1000.000 MH | 12.00000 12000.00| 1.00000 1000.00| 1.00000 1000.00
ON-THE-JOB TRAINING (BID) | | |
1010 201.11 1.400 HA | 5000.00000 7000.00| 5000.00000 7000.00| 2500.00000 3500.00
CLEARING | | |
SECTION TOTALS | $ 1,578,877.73| $ 1,585,582.26| $ 1,591,759.44
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,578,877.73| $ 1,585,582.26| $ 1,591,759.44
====================================================================================================================================
LETTING DATE : 08/30/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 7
LOCATION : GREENWOOD TABULATION OF BIDS
CONTRACT ID : 003514.10
=========
====================================================================================================================================
|( 4 ) 000063 |( ) |( )
|WYMAN & SIMPSON, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 107.27 LUMP| 50000.00000 50000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 201.23 4.000 EA | 500.00000 2000.00| |
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 5.000 EA | 75.00000 375.00| |
REMOVING STUMP | | |
0040 202.128 60.000 LS | 15000.00000 15000.00| |
REMOVE CONCRETE CURBS AND SIDEWALKS | | |
0050 202.19 4.000 LS | 16000.00000 16000.00| |
REMOVING EXISTING BRIDGE | | |
0060 203.20 25639.500 M3 | 7.60000 194860.20| |
COMMON EXCAVATION | | |
0070 203.21 260.000 M3 | 55.00000 14300.00| |
ROCK EXCAVATION | | |
0080 203.25 100.000 M3 | 15.00000 1500.00| |
GRANULAR BORROW | | |
0090 206.061 20.000 M3 | 26.00000 520.00| |
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0100 206.07 90.000 M3 | 125.00000 11250.00| |
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0110 206.082 6.000 M3 | 50.00000 300.00| |
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0120 304.10 14169.400 M3 | 13.60000 192703.84| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0130 307.331 17709.000 M2 | 2.90000 51356.10| |
COLD IN-PLACE RECYCLED PAVEMENT | | |
(UNTREATED) | | |
0140 403.207 3390.000 MG | 45.00000 152550.00| |
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0150 403.208 3210.000 MG | 45.00000 144450.00| |
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0160 403.209 270.000 MG | 96.00000 25920.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0170 403.210 10.000 MG | 54.00000 540.00| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
LETTING DATE : 08/30/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 8
LOCATION : GREENWOOD TABULATION OF BIDS
CONTRACT ID : 003514.10
=========
====================================================================================================================================
|( 4 ) 000063 |( ) |( )
|WYMAN & SIMPSON, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 409.15 1510.000 L | 1.25000 1887.50| |
BITUMINOUS TACK COAT APPLIED | | |
0190 502.21 4.000 M3 | 1000.00000 4000.00| |
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0200 502.25 10.000 LS | 12000.00000 12000.00| |
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0210 503.12 1000.000 KG | 1.20000 1200.00| |
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0220 503.13 1000.000 KG | 0.50000 500.00| |
REINFORCING STEEL, PLACING | | |
0230 508.13 40.000 LS | 1300.00000 1300.00| |
MEMBRANE WATERPROOFING | | |
0240 514.06 1.000 EA | 720.00000 720.00| |
CURING BOX FOR CONCRETE CYLINDERS | | |
0250 515.21 50.000 LS | 800.00000 800.00| |
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0260 526.301 52.000 LS | 1700.00000 1700.00| |
TEMPORARY CONCRETE BARRIER TYPE I | | |
0270 601.21 275.000 M3 | 215.00000 59125.00| |
GABIONS, GALVANIZED | | |
0280 603.159 21.000 M | 85.00000 1785.00| |
300 MM CULVERT PIPE OPTION III | | |
0290 603.16 80.000 M | 89.00000 7120.00| |
375 MM CULVERT PIPE OPTION I | | |
0300 603.169 35.000 M | 95.00000 3325.00| |
375 MM CULVERT PIPE OPTION III | | |
0310 603.17 56.000 M | 95.00000 5320.00| |
450 MM CULVERT PIPE OPTION I | | |
0320 603.179 80.000 M | 105.00000 8400.00| |
450 MM CULVERT PIPE OPTION III | | |
0330 603.185 18.800 M | 115.00000 2162.00| |
525 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0340 603.189 51.200 M | 115.00000 5888.00| |
525 MM CULVERT PIPE OPTION III | | |
0350 603.199 53.000 M | 121.00000 6413.00| |
600 MM CULVERT PIPE OPTION III | | |
0360 604.072 17.000 EA | 2000.00000 34000.00| |
CATCH BASIN TYPE A1-C | | |
LETTING DATE : 08/30/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 9
LOCATION : GREENWOOD TABULATION OF BIDS
CONTRACT ID : 003514.10
=========
====================================================================================================================================
|( 4 ) 000063 |( ) |( )
|WYMAN & SIMPSON, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0370 604.15 1.000 EA | 2000.00000 2000.00| |
MANHOLE | | |
0380 604.244 1.000 EA | 1400.00000 1400.00| |
CATCH BASIN TYPE F4 | | |
0390 605.09 905.000 M | 79.00000 71495.00| |
150 MM UNDERDRAIN TYPE B | | |
0400 605.10 7.000 M | 70.00000 490.00| |
150 MM UNDERDRAIN OUTLET | | |
0410 605.11 365.000 M | 97.00000 35405.00| |
300 MM UNDERDRAIN TYPE C | | |
0420 605.12 75.000 M | 102.00000 7650.00| |
375 MM UNDERDRAIN TYPE C | | |
0430 605.13 60.000 M | 115.00000 6900.00| |
450 MM UNDERDRAIN TYPE C | | |
0440 606.23 1110.000 M | 35.00000 38850.00| |
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0450 606.231 30.480 M | 35.00000 1066.80| |
GUARDRAIL TYPE 3C - 4.5 M RADIUS AND | | |
LESS | | |
0460 606.232 34.290 M | 35.00000 1200.15| |
GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS | | |
0470 606.265 7.000 EA | 43.00000 301.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0480 606.35 13.000 EA | 27.00000 351.00| |
GUARDRAIL DELINEATOR POST | | |
0490 606.47 10.000 EA | 38.00000 380.00| |
SINGLE WOOD POST | | |
0500 606.74 11.430 M | 265.00000 3028.95| |
GUARDRAIL TYPE 3 - SINGLE RAIL BRIDGE | | |
MOUNTED | | |
0510 606.79 5.000 EA | 1925.00000 9625.00| |
GUARDRAIL 350 FLARED TERMINAL | | |
0520 609.11 1102.000 M | 56.00000 61712.00| |
VERTICAL CURB TYPE 1 | | |
0530 609.12 19.800 M | 73.00000 1445.40| |
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0540 609.234 55.000 EA | 82.00000 4510.00| |
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0550 609.237 30.000 EA | 143.00000 4290.00| |
TERMINAL CURB TYPE 1 - 2.1 METER | | |
LETTING DATE : 08/30/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 10
LOCATION : GREENWOOD TABULATION OF BIDS
CONTRACT ID : 003514.10
=========
====================================================================================================================================
|( 4 ) 000063 |( ) |( )
|WYMAN & SIMPSON, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0560 609.247 4.000 EA | 192.00000 768.00| |
TERMINAL CURB TYPE 2 - 2.1 METER | | |
0570 609.31 250.000 M | 13.00000 3250.00| |
CURB TYPE 3 | | |
0580 610.08 150.000 M3 | 41.00000 6150.00| |
PLAIN RIPRAP | | |
0600 611.17 20.000 M2 | 285.00000 5700.00| |
CONCRETE SLAB FOR BACKSLOPE PROTECTION | | |
0610 612.06 80.000 M2 | 7.70000 616.00| |
BITUMINOUS SEALING - BLACK | | |
0620 615.07 870.000 M3 | 25.00000 21750.00| |
LOAM | | |
0630 618.1301 25.000 UN | 17.00000 425.00| |
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0640 618.1401 162.000 UN | 16.00000 2592.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0650 619.1201 187.000 UN | 9.00000 1683.00| |
MULCH - PLAN QUANTITY | | |
0660 620.56 300.000 M2 | 1.50000 450.00| |
DRAINAGE GEOTEXTILE | | |
0670 621.031 10.000 EA | 160.00000 1600.00| |
EVERGREEN TREES (1200 MM - 1500 MM) | | |
GROUP A | | |
0680 621.195 10.000 EA | 268.00000 2680.00| |
MEDIUM DECIDUOUS TREE (45 MM - 50 MM | | |
CALIPER) GROUP A | | |
0690 621.546 10.000 EA | 53.00000 530.00| |
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP A | | |
0700 627.71 5300.000 M | 0.32000 1696.00| |
100 MM WHITE PAVEMENT MARKING LINE | | |
0710 627.73 2650.000 M | 0.54000 1431.00| |
100 MM YELLOW PAVEMENT MARKING LINE | | |
0720 627.75 50.000 M2 | 17.50000 875.00| |
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0730 627.77 20.000 M2 | 35.00000 700.00| |
REMOVING PAVEMENT MARKINGS | | |
0740 627.78 5700.000 M | 0.54000 3078.00| |
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
LETTING DATE : 08/30/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 11
LOCATION : GREENWOOD TABULATION OF BIDS
CONTRACT ID : 003514.10
=========
====================================================================================================================================
|( 4 ) 000063 |( ) |( )
|WYMAN & SIMPSON, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0750 629.05 20.000 MH | 22.00000 440.00| |
HAND LABOR, STRAIGHT TIME | | |
0760 631.10 10.000 HR | 30.00000 300.00| |
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0770 631.11 10.000 HR | 25.00000 250.00| |
AIR TOOL (INCLUDING OPERATOR) | | |
0780 631.12 20.000 HR | 85.00000 1700.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0790 631.13 10.000 HR | 55.00000 550.00| |
BULLDOZER (INCLUDING OPERATOR) | | |
0800 631.14 10.000 HR | 75.00000 750.00| |
GRADER (INCLUDING OPERATOR) | | |
0810 631.171 10.000 HR | 30.00000 300.00| |
TRUCK - SMALL (INCLUDING OPERATOR) | | |
0820 631.172 20.000 HR | 35.00000 700.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0830 631.18 10.000 HR | 30.00000 300.00| |
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0840 631.21 10.000 HR | 50.00000 500.00| |
ROAD BROOM (INCLUDING OPERATORS AND | | |
HAULER) | | |
0850 631.22 10.000 HR | 55.00000 550.00| |
FRONT END LOADER (INCLUDING OPERATOR) | | |
0860 631.32 10.000 HR | 115.00000 1150.00| |
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0870 631.37 1.000 EA | 225.00000 225.00| |
CLEAN EXISTING CATCH BASINS AND MANHOLE | | |
0880 637.071 LUMP| 12000.00000 12000.00| |
DUST CONTROL | | |
0890 639.18 1.000 EA | 7000.00000 7000.00| |
FIELD OFFICE TYPE A | | |
0900 652.31 10.000 EA | 35.00000 350.00| |
TYPE I BARRICADE | | |
0910 652.311 10.000 EA | 50.00000 500.00| |
TYPE II BARRICADE | | |
0920 652.33 70.000 EA | 50.00000 3500.00| |
DRUM | | |
0930 652.34 40.000 EA | 15.00000 600.00| |
CONE | | |
0940 652.35 90.000 M2 | 96.00000 8640.00| |
CONSTRUCTION SIGNS | | |
LETTING DATE : 08/30/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 12
LOCATION : GREENWOOD TABULATION OF BIDS
CONTRACT ID : 003514.10
=========
====================================================================================================================================
|( 4 ) 000063 |( ) |( )
|WYMAN & SIMPSON, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0950 652.36 155.000 CD | 24.00000 3720.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0960 652.38 3500.000 MH | 14.00000 49000.00| |
FLAGGER | | |
0970 657.24 100.000 UN | 25.00000 2500.00| |
SEEDING PITS | | |
0980 658.20 80.000 M2 | 13.00000 1040.00| |
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0990 659.10 LUMP| 165000.00000 165000.00| |
MOBILIZATION | | |
1000 660.21 1000.000 MH | 2.00000 2000.00| |
ON-THE-JOB TRAINING (BID) | | |
1010 201.11 1.400 HA | 26000.00000 36400.00| |
CLEARING | | |
SECTION TOTALS | $ 1,639,309.94| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,639,309.94| $ 0.00| $
====================================================================================================================================