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LETTING DATE : 02/04/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/04/04
PAGE : 1
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 009201.00 COMPLETION DATE : 11/12/04
=========
PROJECT(S): STP-9201(00)X LOCATION(S): ALBION MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : RURAL HIGHWAY CONSTRUCTION NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 001195 VAUGHN THIBODEAU & SONS, INC. $ 1,590,000.00 100.0000%
2 000036 H E SARGENT, INC. $ 1,647,066.00 103.5891%
3 000403 PRATT & SONS INC. $ 1,704,542.55 107.2039%
4 000649 SARGENT & SARGENT, INC. $ 1,719,498.40 108.1446%
5 000059 PIKE INDUSTRIES, INC. $ 1,783,754.39 112.1858%
6 000855 BRIDGECORP $ 1,810,387.40 113.8608%
7 000014 FARRIN BROS. & SMITH, INC. $ 1,877,000.00 118.0503%
8 000132 HAROLD WARREN CONSTRUCTION $ 2,073,476.10 130.4073%
9 000164 C P M CONSTRUCTORS $ 2,099,040.94 132.0152%
====================================================================================================================================
|( 1 ) 001195 |( 2 ) 000036 |( 3 ) 000403
|VAUGHN THIBODEAU & SONS, IN |H E SARGENT, INC. |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 201.23 13.000 EA | 250.00000 3250.00| 1000.00000 13000.00| 550.00000 7150.00
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 18.000 EA | 175.00000 3150.00| 750.00000 13500.00| 250.00000 4500.00
REMOVING STUMP | | |
0030 202.15 4.000 EA | 750.00000 3000.00| 1000.00000 4000.00| 450.00000 1800.00
REMOVING MANHOLE OR CATCH BASIN | | |
0040 203.20 27650.000 M3 | 7.80000 215670.00| 10.00000 276500.00| 12.00000 331800.00
COMMON EXCAVATION | | |
0050 203.21 57.000 M3 | 172.00000 9804.00| 120.00000 6840.00| 98.00000 5586.00
ROCK EXCAVATION | | |
0060 203.2312 LUMP| 2000.00000 2000.00| 2500.00000 2500.00| 2200.00000 2200.00
HEALTH AND SAFETY PLAN | | |
0070 203.2333 30.000 MG | 150.00000 4500.00| 150.00000 4500.00| 158.00000 4740.00
DISPOSAL OF SPECIAL EXCAVATION | | |
0080 203.25 1300.000 M3 | 20.00000 26000.00| 14.00000 18200.00| 17.60000 22880.00
GRANULAR BORROW | | |
0090 206.061 30.000 M3 | 30.00000 900.00| 13.00000 390.00| 20.00000 600.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
LETTING DATE : 02/04/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/04/04
PAGE : 2
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 009201.00
=========
====================================================================================================================================
|( 1 ) 001195 |( 2 ) 000036 |( 3 ) 000403
|VAUGHN THIBODEAU & SONS, IN |H E SARGENT, INC. |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 206.07 47.000 M3 | 225.00000 10575.00| 160.00000 7520.00| 195.00000 9165.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0110 304.10 17150.000 M3 | 18.00000 308700.00| 14.00000 240100.00| 18.00000 308700.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0120 403.207 2775.000 MG | 42.84000 118881.00| 43.00000 119325.00| 39.40000 109335.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0130 403.208 1550.000 MG | 42.84000 66402.00| 43.00000 66650.00| 45.40000 70370.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0140 403.209 375.000 MG | 110.00000 41250.00| 110.00000 41250.00| 105.00000 39375.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0150 403.213 1550.000 MG | 42.84000 66402.00| 43.00000 66650.00| 45.40000 70370.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0160 409.15 3860.000 L | 1.30000 5018.00| 1.30000 5018.00| 1.42000 5481.20
BITUMINOUS TACK COAT APPLIED | | |
0170 603.159 266.600 M | 150.00000 39990.00| 110.00000 29326.00| 74.00000 19728.40
300 MM CULVERT PIPE OPTION III | | |
0180 603.16 11.000 M | 150.00000 1650.00| 100.00000 1100.00| 58.00000 638.00
375 MM CULVERT PIPE OPTION I | | |
0190 603.169 43.000 M | 180.00000 7740.00| 110.00000 4730.00| 66.00000 2838.00
375 MM CULVERT PIPE OPTION III | | |
0200 603.17 48.000 M | 190.00000 9120.00| 110.00000 5280.00| 95.00000 4560.00
450 MM CULVERT PIPE OPTION I | | |
0210 603.179 58.300 M | 210.00000 12243.00| 120.00000 6996.00| 206.00000 12009.80
450 MM CULVERT PIPE OPTION III | | |
0220 603.199 168.800 M | 220.00000 37136.00| 140.00000 23632.00| 220.00000 37136.00
600 MM CULVERT PIPE OPTION III | | |
0230 603.209 43.000 M | 260.00000 11180.00| 270.00000 11610.00| 285.00000 12255.00
750 MM CULVERT PIPE OPTION III | | |
0240 603.219 50.000 M | 275.00000 13750.00| 320.00000 16000.00| 500.00000 25000.00
900 MM CULVERT PIPE OPTION III | | |
0250 603.76 1.000 EA | 300.00000 300.00| 190.00000 190.00| 143.00000 143.00
300 MM INLET GRATE UNIT | | |
0260 603.77 1.000 EA | 325.00000 325.00| 220.00000 220.00| 175.00000 175.00
375 MM INLET GRATE UNIT | | |
0270 603.80 1.000 EA | 450.00000 450.00| 405.00000 405.00| 238.00000 238.00
600 MM INLET GRATE UNIT | | |
0280 604.072 1.000 EA | 2700.00000 2700.00| 1700.00000 1700.00| 2200.00000 2200.00
CATCH BASIN TYPE A1-C | | |
0290 604.092 34.600 EA | 2300.00000 79580.00| 1700.00000 58820.00| 1800.00000 62280.00
CATCH BASIN TYPE B1-C | | |
LETTING DATE : 02/04/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/04/04
PAGE : 3
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 009201.00
=========
====================================================================================================================================
|( 1 ) 001195 |( 2 ) 000036 |( 3 ) 000403
|VAUGHN THIBODEAU & SONS, IN |H E SARGENT, INC. |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 604.161 5.000 EA | 600.00000 3000.00| 500.00000 2500.00| 650.00000 3250.00
ALTERING CATCH BASIN | | |
0310 604.244 6.000 EA | 1100.00000 6600.00| 1200.00000 7200.00| 1400.00000 8400.00
CATCH BASIN TYPE F4 | | |
0320 604.246 2.000 EA | 1300.00000 2600.00| 1200.00000 2400.00| 1400.00000 2800.00
CATCH BASIN TYPE F5 | | |
0330 605.09 1253.100 M | 65.00000 81451.50| 85.00000 106513.50| 80.00000 100248.00
150 MM UNDERDRAIN TYPE B | | |
0340 605.11 264.200 M | 75.00000 19815.00| 95.00000 25099.00| 87.00000 22985.40
300 MM UNDERDRAIN TYPE C | | |
0350 605.12 44.500 M | 100.00000 4450.00| 105.00000 4672.50| 105.00000 4672.50
375 MM UNDERDRAIN TYPE C | | |
0360 605.13 100.600 M | 130.00000 13078.00| 115.00000 11569.00| 118.00000 11870.80
450 MM UNDERDRAIN TYPE C | | |
0370 605.15 75.300 M | 140.00000 10542.00| 170.00000 12801.00| 140.00000 10542.00
600 MM UNDERDRAIN TYPE C | | |
0380 606.1721 3.000 EA | 1500.00000 4500.00| 1200.00000 3600.00| 1365.00000 4095.00
BRIDGE TRANSITION - TYPE 1 | | |
0390 606.23 38.100 M | 38.00000 1447.80| 34.00000 1295.40| 38.50000 1466.85
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0400 606.232 22.900 M | 42.00000 961.80| 38.00000 870.20| 40.00000 916.00
GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS | | |
0410 606.265 3.000 EA | 55.00000 165.00| 50.00000 150.00| 55.00000 165.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0420 606.35 5.000 EA | 30.00000 150.00| 25.00000 125.00| 28.00000 140.00
GUARDRAIL DELINEATOR POST | | |
0430 606.47 15.000 EA | 38.50000 577.50| 35.00000 525.00| 39.00000 585.00
SINGLE WOOD POST | | |
0440 606.70 1.000 EA | 280.00000 280.00| 250.00000 250.00| 284.00000 284.00
TRANSITION SECTION THRIE BEAM | | |
0450 606.73 22.900 M | 128.00000 2931.20| 117.00000 2679.30| 132.00000 3022.80
GUARDRAIL, THRIE BEAM, SINGLE RAIL, | | |
BRIDGE MOUNTED | | |
0460 606.76 1.000 EA | 1600.00000 1600.00| 1400.00000 1400.00| 1600.00000 1600.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0470 608.45 535.000 M2 | 27.00000 14445.00| 50.00000 26750.00| 18.00000 9630.00
CONSTRUCTING SIDEWALK | | |
0480 609.11 95.000 M | 85.00000 8075.00| 40.00000 3800.00| 60.00000 5700.00
VERTICAL CURB TYPE 1 | | |
0490 609.12 24.000 M | 115.00000 2760.00| 45.00000 1080.00| 90.00000 2160.00
VERTICAL CURB TYPE 1 - CIRCULAR | | |
LETTING DATE : 02/04/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/04/04
PAGE : 4
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 009201.00
=========
====================================================================================================================================
|( 1 ) 001195 |( 2 ) 000036 |( 3 ) 000403
|VAUGHN THIBODEAU & SONS, IN |H E SARGENT, INC. |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 609.234 2.000 EA | 115.00000 230.00| 55.00000 110.00| 136.00000 272.00
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0510 609.238 6.000 EA | 220.00000 1320.00| 150.00000 900.00| 165.00000 990.00
TERMINAL CURB TYPE 1 - 2.4 M | | |
0520 609.31 2020.000 M | 16.00000 32320.00| 16.00000 32320.00| 22.00000 44440.00
CURB TYPE 3 | | |
0530 609.34 11.000 M | 82.00000 902.00| 45.00000 495.00| 55.00000 605.00
CURB TYPE 5 | | |
0540 609.40 2.100 M | 50.00000 105.00| 35.00000 73.50| 18.00000 37.80
RESET CURB TYPE 5 | | |
0550 610.08 174.000 M3 | 67.00000 11658.00| 46.00000 8004.00| 70.00000 12180.00
PLAIN RIPRAP | | |
0560 610.18 10.000 M3 | 42.00000 420.00| 43.00000 430.00| 70.00000 700.00
STONE DITCH PROTECTION | | |
0570 612.06 670.000 M2 | 8.00000 5360.00| 3.50000 2345.00| 4.00000 2680.00
BITUMINOUS SEALING - BLACK | | |
0580 613.319 10.000 M2 | 10.00000 100.00| 1.30000 13.00| 3.30000 33.00
EROSION CONTROL BLANKET | | |
0590 615.07 960.000 M3 | 27.00000 25920.00| 31.00000 29760.00| 55.00000 52800.00
LOAM | | |
0600 618.1301 80.000 UN | 26.50000 2120.00| 16.00000 1280.00| 18.00000 1440.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0610 618.1401 80.000 UN | 18.00000 1440.00| 16.00000 1280.00| 18.00000 1440.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0620 618.15 60.000 KG | 3.00000 180.00| 4.50000 270.00| 5.00000 300.00
TEMPORARY SEEDING | | |
0630 618.16 5.000 KG | 25.00000 125.00| 38.00000 190.00| 43.00000 215.00
CROWN VETCH SEED | | |
0640 618.20 20.000 KG | 3.00000 60.00| 2.00000 40.00| 2.50000 50.00
ANNUAL RYE GRASS SEED | | |
0650 618.25 30.000 M3 | 80.00000 2400.00| 40.00000 1200.00| 24.00000 720.00
APPLIED WATER | | |
0660 619.1201 160.000 UN | 7.00000 1120.00| 7.50000 1200.00| 8.50000 1360.00
MULCH - PLAN QUANTITY | | |
0670 620.58 385.000 M2 | 2.50000 962.50| 1.00000 385.00| 2.20000 847.00
EROSION CONTROL GEOTEXTILE | | |
0680 621.037 6.000 EA | 290.00000 1740.00| 115.00000 690.00| 206.00000 1236.00
EVERGREEN TREES (1500 MM - 1800 MM) | | |
GROUP A | | |
0690 621.195 34.000 EA | 320.00000 10880.00| 263.00000 8942.00| 277.00000 9418.00
MEDIUM DECIDUOUS TREE (45 MM - 50 MM | | |
CALIPER) GROUP A | | |
LETTING DATE : 02/04/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/04/04
PAGE : 5
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 009201.00
=========
====================================================================================================================================
|( 1 ) 001195 |( 2 ) 000036 |( 3 ) 000403
|VAUGHN THIBODEAU & SONS, IN |H E SARGENT, INC. |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0700 621.267 28.000 EA | 442.00000 12376.00| 263.00000 7364.00| 285.00000 7980.00
LARGE DECIDUOUS TREE (45 MM - 50 MM | | |
CALIPER) GROUP A | | |
0710 621.395 6.000 EA | 135.00000 810.00| 47.00000 282.00| 76.00000 456.00
DWARF EVERGREENS (450 MM - 600 MM) | | |
GROUP A | | |
0720 621.546 110.000 EA | 47.00000 5170.00| 20.00000 2200.00| 50.00000 5500.00
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP A | | |
0730 621.552 6.000 EA | 80.00000 480.00| 30.00000 180.00| 68.00000 408.00
DECIDUOUS SHRUBS (900 MM - 1200 MM) | | |
GROUP A | | |
0740 621.80 LUMP| 5000.00000 5000.00| 3300.00000 3300.00| 1400.00000 1400.00
ESTABLISHMENT PERIOD | | |
0750 627.711 6200.000 M | 0.60000 3720.00| 0.33000 2046.00| 0.37000 2294.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0760 627.75 20.000 M2 | 44.00000 880.00| 33.00000 660.00| 36.70000 734.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0770 627.76 LUMP| 4000.00000 4000.00| 2000.00000 2000.00| 2300.00000 2300.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0780 629.05 15.000 HR | 25.00000 375.00| 25.00000 375.00| 35.00000 525.00
HAND LABOR, STRAIGHT TIME | | |
0790 631.12 15.000 HR | 110.00000 1650.00| 100.00000 1500.00| 100.00000 1500.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0800 631.172 30.000 HR | 45.00000 1350.00| 95.00000 2850.00| 44.00000 1320.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0810 631.18 15.000 HR | 28.00000 420.00| 25.00000 375.00| 40.00000 600.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0820 631.20 15.000 HR | 120.00000 1800.00| 75.00000 1125.00| 115.00000 1725.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0830 631.32 15.000 HR | 100.00000 1500.00| 190.00000 2850.00| 185.00000 2775.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0840 637.071 LUMP| 10000.00000 10000.00| 30000.00000 30000.00| 3000.00000 3000.00
DUST CONTROL | | |
0850 639.18 1.000 EA | 12000.00000 12000.00| 12000.00000 12000.00| 5000.00000 5000.00
FIELD OFFICE TYPE A | | |
0860 639.21 LUMP| 5000.00000 5000.00| 8300.00000 8300.00| 6000.00000 6000.00
TESTING FACILITIES SOILS | | |
LETTING DATE : 02/04/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/04/04
PAGE : 6
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 009201.00
=========
====================================================================================================================================
|( 1 ) 001195 |( 2 ) 000036 |( 3 ) 000403
|VAUGHN THIBODEAU & SONS, IN |H E SARGENT, INC. |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0870 652.31 50.000 EA | 65.00000 3250.00| 90.00000 4500.00| 50.00000 2500.00
TYPE I BARRICADE | | |
0880 652.311 26.000 EA | 75.00000 1950.00| 110.00000 2860.00| 50.00000 1300.00
TYPE II BARRICADE | | |
0890 652.33 75.000 EA | 65.00000 4875.00| 51.00000 3825.00| 75.00000 5625.00
DRUM | | |
0900 652.34 150.000 EA | 18.00000 2700.00| 19.00000 2850.00| 18.00000 2700.00
CONE | | |
0910 652.35 105.000 M2 | 100.00000 10500.00| 12.00000 1260.00| 110.00000 11550.00
CONSTRUCTION SIGNS | | |
0920 652.361 185.000 LS | 15000.00000 15000.00| 20000.00000 20000.00| 5000.00000 5000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0930 652.38 3000.000 HR | 17.00000 51000.00| 14.00000 42000.00| 17.00000 51000.00
FLAGGER | | |
0940 656.75 LUMP| 18000.00000 18000.00| 36000.00000 36000.00| 2000.00000 2000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0950 658.20 40.000 M2 | 31.00000 1240.00| 18.00000 720.00| 20.00000 800.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0960 659.10 LUMP| 33495.70000 33495.70| 103484.60000 103484.60| 77000.00000 77000.00
MOBILIZATION | | |
0970 660.21 1000.000 HR | 1.00000 1000.00| 1.00000 1000.00| 2.00000 2000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 1,590,000.00| $ 1,647,066.00| $ 1,704,542.55
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,590,000.00| $ 1,647,066.00| $ 1,704,542.55
====================================================================================================================================
LETTING DATE : 02/04/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/04/04
PAGE : 7
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 009201.00
=========
====================================================================================================================================
|( 4 ) 000649 |( 5 ) 000059 |( 6 ) 000855
|SARGENT & SARGENT, INC. |PIKE INDUSTRIES, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.23 13.000 EA | 250.00000 3250.00| 402.50000 5232.50| 200.00000 2600.00
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 18.000 EA | 250.00000 4500.00| 219.65000 3953.70| 150.00000 2700.00
REMOVING STUMP | | |
0030 202.15 4.000 EA | 250.00000 1000.00| 166.75000 667.00| 150.00000 600.00
REMOVING MANHOLE OR CATCH BASIN | | |
0040 203.20 27650.000 M3 | 8.00000 221200.00| 9.88000 273182.00| 10.00000 276500.00
COMMON EXCAVATION | | |
0050 203.21 57.000 M3 | 85.00000 4845.00| 143.64000 8187.48| 100.00000 5700.00
ROCK EXCAVATION | | |
0060 203.2312 LUMP| 10000.00000 10000.00| 2875.00000 2875.00| 4000.00000 4000.00
HEALTH AND SAFETY PLAN | | |
0070 203.2333 30.000 MG | 70.00000 2100.00| 287.50000 8625.00| 100.00000 3000.00
DISPOSAL OF SPECIAL EXCAVATION | | |
0080 203.25 1300.000 M3 | 15.00000 19500.00| 13.23000 17199.00| 15.00000 19500.00
GRANULAR BORROW | | |
0090 206.061 30.000 M3 | 24.00000 720.00| 18.29000 548.70| 50.00000 1500.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0100 206.07 47.000 M3 | 120.00000 5640.00| 209.07000 9826.29| 200.00000 9400.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0110 304.10 17150.000 M3 | 14.00000 240100.00| 20.38000 349517.00| 19.00000 325850.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0120 403.207 2775.000 MG | 39.40000 109335.00| 42.40000 117660.00| 43.00000 119325.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0130 403.208 1550.000 MG | 45.40000 70370.00| 44.65000 69207.50| 43.00000 66650.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0140 403.209 375.000 MG | 105.00000 39375.00| 89.84000 33690.00| 135.00000 50625.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0150 403.213 1550.000 MG | 45.50000 70525.00| 44.65000 69207.50| 43.00000 66650.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0160 409.15 3860.000 L | 1.25000 4825.00| 0.96000 3705.60| 1.35000 5211.00
BITUMINOUS TACK COAT APPLIED | | |
0170 603.159 266.600 M | 95.00000 25327.00| 122.22000 32583.85| 130.00000 34658.00
300 MM CULVERT PIPE OPTION III | | |
0180 603.16 11.000 M | 100.00000 1100.00| 70.37000 774.07| 75.00000 825.00
375 MM CULVERT PIPE OPTION I | | |
LETTING DATE : 02/04/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/04/04
PAGE : 8
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 009201.00
=========
====================================================================================================================================
|( 4 ) 000649 |( 5 ) 000059 |( 6 ) 000855
|SARGENT & SARGENT, INC. |PIKE INDUSTRIES, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 603.169 43.000 M | 100.00000 4300.00| 134.75000 5794.25| 140.00000 6020.00
375 MM CULVERT PIPE OPTION III | | |
0200 603.17 48.000 M | 120.00000 5760.00| 85.28000 4093.44| 80.00000 3840.00
450 MM CULVERT PIPE OPTION I | | |
0210 603.179 58.300 M | 140.00000 8162.00| 159.28000 9286.02| 225.00000 13117.50
450 MM CULVERT PIPE OPTION III | | |
0220 603.199 168.800 M | 150.00000 25320.00| 184.47000 31138.54| 250.00000 42200.00
600 MM CULVERT PIPE OPTION III | | |
0230 603.209 43.000 M | 180.00000 7740.00| 213.22000 9168.46| 250.00000 10750.00
750 MM CULVERT PIPE OPTION III | | |
0240 603.219 50.000 M | 200.00000 10000.00| 222.17000 11108.50| 350.00000 17500.00
900 MM CULVERT PIPE OPTION III | | |
0250 603.76 1.000 EA | 400.00000 400.00| 293.25000 293.25| 350.00000 350.00
300 MM INLET GRATE UNIT | | |
0260 603.77 1.000 EA | 550.00000 550.00| 339.25000 339.25| 400.00000 400.00
375 MM INLET GRATE UNIT | | |
0270 603.80 1.000 EA | 800.00000 800.00| 655.50000 655.50| 750.00000 750.00
600 MM INLET GRATE UNIT | | |
0280 604.072 1.000 EA | 2400.00000 2400.00| 1658.88000 1658.88| 2400.00000 2400.00
CATCH BASIN TYPE A1-C | | |
0290 604.092 34.600 EA | 2400.00000 83040.00| 1653.13000 57198.30| 2200.00000 76120.00
CATCH BASIN TYPE B1-C | | |
0300 604.161 5.000 EA | 750.00000 3750.00| 442.75000 2213.75| 500.00000 2500.00
ALTERING CATCH BASIN | | |
0310 604.244 6.000 EA | 1500.00000 9000.00| 891.25000 5347.50| 1100.00000 6600.00
CATCH BASIN TYPE F4 | | |
0320 604.246 2.000 EA | 1500.00000 3000.00| 862.50000 1725.00| 1200.00000 2400.00
CATCH BASIN TYPE F5 | | |
0330 605.09 1253.100 M | 60.00000 75186.00| 67.39000 84446.41| 60.00000 75186.00
150 MM UNDERDRAIN TYPE B | | |
0340 605.11 264.200 M | 100.00000 26420.00| 113.92000 30097.66| 80.00000 21136.00
300 MM UNDERDRAIN TYPE C | | |
0350 605.12 44.500 M | 100.00000 4450.00| 131.33000 5844.19| 90.00000 4005.00
375 MM UNDERDRAIN TYPE C | | |
0360 605.13 100.600 M | 100.00000 10060.00| 173.65000 17469.19| 130.00000 13078.00
450 MM UNDERDRAIN TYPE C | | |
0370 605.15 75.300 M | 100.00000 7530.00| 208.73000 15717.37| 150.00000 11295.00
600 MM UNDERDRAIN TYPE C | | |
0380 606.1721 3.000 EA | 35.00000 105.00| 1320.00000 3960.00| 1200.00000 3600.00
BRIDGE TRANSITION - TYPE 1 | | |
0390 606.23 38.100 M | 35.00000 1333.50| 37.24000 1418.84| 34.00000 1295.40
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
LETTING DATE : 02/04/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/04/04
PAGE : 9
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 009201.00
=========
====================================================================================================================================
|( 4 ) 000649 |( 5 ) 000059 |( 6 ) 000855
|SARGENT & SARGENT, INC. |PIKE INDUSTRIES, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0400 606.232 22.900 M | 35.00000 801.50| 40.85000 935.47| 40.00000 916.00
GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS | | |
0410 606.265 3.000 EA | 60.00000 180.00| 55.00000 165.00| 50.00000 150.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0420 606.35 5.000 EA | 25.00000 125.00| 27.50000 137.50| 25.00000 125.00
GUARDRAIL DELINEATOR POST | | |
0430 606.47 15.000 EA | 35.00000 525.00| 38.50000 577.50| 35.00000 525.00
SINGLE WOOD POST | | |
0440 606.70 1.000 EA | 1800.00000 1800.00| 275.00000 275.00| 250.00000 250.00
TRANSITION SECTION THRIE BEAM | | |
0450 606.73 22.900 M | 1800.00000 41220.00| 127.79000 2926.39| 120.00000 2748.00
GUARDRAIL, THRIE BEAM, SINGLE RAIL, | | |
BRIDGE MOUNTED | | |
0460 606.76 1.000 EA | 1800.00000 1800.00| 1540.00000 1540.00| 1400.00000 1400.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0470 608.45 535.000 M2 | 30.00000 16050.00| 16.73000 8950.55| 20.00000 10700.00
CONSTRUCTING SIDEWALK | | |
0480 609.11 95.000 M | 72.00000 6840.00| 79.40000 7543.00| 60.00000 5700.00
VERTICAL CURB TYPE 1 | | |
0490 609.12 24.000 M | 94.00000 2256.00| 102.82000 2467.68| 70.00000 1680.00
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0500 609.234 2.000 EA | 188.00000 376.00| 103.50000 207.00| 130.00000 260.00
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0510 609.238 6.000 EA | 165.00000 990.00| 181.00000 1086.00| 200.00000 1200.00
TERMINAL CURB TYPE 1 - 2.4 M | | |
0520 609.31 2020.000 M | 18.00000 36360.00| 16.40000 33128.00| 20.00000 40400.00
CURB TYPE 3 | | |
0530 609.34 11.000 M | 65.00000 715.00| 70.37000 774.07| 85.00000 935.00
CURB TYPE 5 | | |
0540 609.40 2.100 M | 34.00000 71.40| 37.89000 79.57| 90.00000 189.00
RESET CURB TYPE 5 | | |
0550 610.08 174.000 M3 | 50.00000 8700.00| 74.18000 12907.32| 75.00000 13050.00
PLAIN RIPRAP | | |
0560 610.18 10.000 M3 | 45.00000 450.00| 85.68000 856.80| 75.00000 750.00
STONE DITCH PROTECTION | | |
0570 612.06 670.000 M2 | 6.00000 4020.00| 2.93000 1963.10| 6.00000 4020.00
BITUMINOUS SEALING - BLACK | | |
0580 613.319 10.000 M2 | 2.00000 20.00| 2.07000 20.70| 5.00000 50.00
EROSION CONTROL BLANKET | | |
0590 615.07 960.000 M3 | 8.00000 7680.00| 49.91000 47913.60| 35.00000 33600.00
LOAM | | |
LETTING DATE : 02/04/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/04/04
PAGE : 10
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 009201.00
=========
====================================================================================================================================
|( 4 ) 000649 |( 5 ) 000059 |( 6 ) 000855
|SARGENT & SARGENT, INC. |PIKE INDUSTRIES, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0600 618.1301 80.000 UN | 24.00000 1920.00| 17.60000 1408.00| 16.00000 1280.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0610 618.1401 80.000 UN | 14.00000 1120.00| 17.60000 1408.00| 16.00000 1280.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0620 618.15 60.000 KG | 2.00000 120.00| 4.95000 297.00| 4.50000 270.00
TEMPORARY SEEDING | | |
0630 618.16 5.000 KG | 2.00000 10.00| 41.80000 209.00| 38.00000 190.00
CROWN VETCH SEED | | |
0640 618.20 20.000 KG | 2.00000 40.00| 2.20000 44.00| 2.00000 40.00
ANNUAL RYE GRASS SEED | | |
0650 618.25 30.000 M3 | 3.50000 105.00| 33.03000 990.90| 10.00000 300.00
APPLIED WATER | | |
0660 619.1201 160.000 UN | 7.00000 1120.00| 8.20000 1312.00| 7.45000 1192.00
MULCH - PLAN QUANTITY | | |
0670 620.58 385.000 M2 | 1.00000 385.00| 1.55000 596.75| 4.50000 1732.50
EROSION CONTROL GEOTEXTILE | | |
0680 621.037 6.000 EA | 160.00000 960.00| 126.50000 759.00| 150.00000 900.00
EVERGREEN TREES (1500 MM - 1800 MM) | | |
GROUP A | | |
0690 621.195 34.000 EA | 270.00000 9180.00| 290.00000 9860.00| 260.00000 8840.00
MEDIUM DECIDUOUS TREE (45 MM - 50 MM | | |
CALIPER) GROUP A | | |
0700 621.267 28.000 EA | 270.00000 7560.00| 290.00000 8120.00| 260.00000 7280.00
LARGE DECIDUOUS TREE (45 MM - 50 MM | | |
CALIPER) GROUP A | | |
0710 621.395 6.000 EA | 270.00000 1620.00| 51.70000 310.20| 45.00000 270.00
DWARF EVERGREENS (450 MM - 600 MM) | | |
GROUP A | | |
0720 621.546 110.000 EA | 270.00000 29700.00| 22.00000 2420.00| 36.00000 3960.00
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP A | | |
0730 621.552 6.000 EA | 270.00000 1620.00| 33.00000 198.00| 60.00000 360.00
DECIDUOUS SHRUBS (900 MM - 1200 MM) | | |
GROUP A | | |
0740 621.80 LUMP| 2000.00000 2000.00| 3630.00000 3630.00| 2000.00000 2000.00
ESTABLISHMENT PERIOD | | |
0750 627.711 6200.000 M | 0.50000 3100.00| 0.36000 2232.00| 0.34000 2108.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0760 627.75 20.000 M2 | 43.00000 860.00| 35.50000 710.00| 33.00000 660.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
LETTING DATE : 02/04/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/04/04
PAGE : 11
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 009201.00
=========
====================================================================================================================================
|( 4 ) 000649 |( 5 ) 000059 |( 6 ) 000855
|SARGENT & SARGENT, INC. |PIKE INDUSTRIES, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0770 627.76 LUMP| 15000.00000 15000.00| 2200.00000 2200.00| 2500.00000 2500.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0780 629.05 15.000 HR | 24.00000 360.00| 45.00000 675.00| 20.00000 300.00
HAND LABOR, STRAIGHT TIME | | |
0790 631.12 15.000 HR | 100.00000 1500.00| 135.00000 2025.00| 100.00000 1500.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0800 631.172 30.000 HR | 48.00000 1440.00| 65.00000 1950.00| 45.00000 1350.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0810 631.18 15.000 HR | 32.00000 480.00| 75.00000 1125.00| 25.00000 375.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0820 631.20 15.000 HR | 90.00000 1350.00| 250.00000 3750.00| 120.00000 1800.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0830 631.32 15.000 HR | 125.00000 1875.00| 300.00000 4500.00| 125.00000 1875.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0840 637.071 LUMP| 30000.00000 30000.00| 15000.00000 15000.00| 8000.00000 8000.00
DUST CONTROL | | |
0850 639.18 1.000 EA | 15000.00000 15000.00| 7500.00000 7500.00| 8000.00000 8000.00
FIELD OFFICE TYPE A | | |
0860 639.21 LUMP| 15000.00000 15000.00| 4000.00000 4000.00| 3500.00000 3500.00
TESTING FACILITIES SOILS | | |
0870 652.31 50.000 EA | 75.00000 3750.00| 57.50000 2875.00| 20.00000 1000.00
TYPE I BARRICADE | | |
0880 652.311 26.000 EA | 100.00000 2600.00| 57.50000 1495.00| 20.00000 520.00
TYPE II BARRICADE | | |
0890 652.33 75.000 EA | 75.00000 5625.00| 63.25000 4743.75| 65.00000 4875.00
DRUM | | |
0900 652.34 150.000 EA | 20.00000 3000.00| 28.75000 4312.50| 25.00000 3750.00
CONE | | |
0910 652.35 105.000 M2 | 120.00000 12600.00| 74.75000 7848.75| 35.00000 3675.00
CONSTRUCTION SIGNS | | |
0920 652.361 185.000 LS | 20000.00000 20000.00| 75000.00000 75000.00| 5000.00000 5000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0930 652.38 3000.000 HR | 16.00000 48000.00| 13.20000 39600.00| 12.00000 36000.00
FLAGGER | | |
0940 656.75 LUMP| 55000.00000 55000.00| 13800.00000 13800.00| 15000.00000 15000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0950 658.20 40.000 M2 | 30.00000 1200.00| 19.47000 778.80| 18.00000 720.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
LETTING DATE : 02/04/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/04/04
PAGE : 12
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 009201.00
=========
====================================================================================================================================
|( 4 ) 000649 |( 5 ) 000059 |( 6 ) 000855
|SARGENT & SARGENT, INC. |PIKE INDUSTRIES, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0960 659.10 LUMP| 168300.00000 168300.00| 125000.00000 125000.00| 248500.00000 248500.00
MOBILIZATION | | |
0970 660.21 1000.000 HR | 2.00000 2000.00| 1.00000 1000.00| 1.00000 1000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 1,719,498.40| $ 1,783,754.39| $ 1,810,387.40
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,719,498.40| $ 1,783,754.39| $ 1,810,387.40
====================================================================================================================================
LETTING DATE : 02/04/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/04/04
PAGE : 13
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 009201.00
=========
====================================================================================================================================
|( 7 ) 000014 |( 8 ) 000132 |( 9 ) 000164
|FARRIN BROS. & SMITH, INC. |HAROLD WARREN 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 201.23 13.000 EA | 450.00000 5850.00| 1000.00000 13000.00| 600.00000 7800.00
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 18.000 EA | 200.00000 3600.00| 500.00000 9000.00| 300.00000 5400.00
REMOVING STUMP | | |
0030 202.15 4.000 EA | 500.00000 2000.00| 600.00000 2400.00| 500.00000 2000.00
REMOVING MANHOLE OR CATCH BASIN | | |
0040 203.20 27650.000 M3 | 13.00000 359450.00| 12.50000 345625.00| 12.50000 345625.00
COMMON EXCAVATION | | |
0050 203.21 57.000 M3 | 200.00000 11400.00| 170.00000 9690.00| 200.00000 11400.00
ROCK EXCAVATION | | |
0060 203.2312 LUMP| 1000.00000 1000.00| 10000.00000 10000.00| 50000.00000 50000.00
HEALTH AND SAFETY PLAN | | |
0070 203.2333 30.000 MG | 250.00000 7500.00| 150.00000 4500.00| 500.00000 15000.00
DISPOSAL OF SPECIAL EXCAVATION | | |
0080 203.25 1300.000 M3 | 10.00000 13000.00| 22.00000 28600.00| 20.00000 26000.00
GRANULAR BORROW | | |
0090 206.061 30.000 M3 | 10.00000 300.00| 50.00000 1500.00| 75.00000 2250.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0100 206.07 47.000 M3 | 300.00000 14100.00| 170.00000 7990.00| 200.00000 9400.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0110 304.10 17150.000 M3 | 23.00000 394450.00| 22.00000 377300.00| 29.00000 497350.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0120 403.207 2775.000 MG | 42.84000 118881.00| 44.00000 122100.00| 42.84000 118881.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0130 403.208 1550.000 MG | 42.84000 66402.00| 50.00000 77500.00| 42.84000 66402.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0140 403.209 375.000 MG | 110.00000 41250.00| 115.50000 43312.50| 110.00000 41250.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0150 403.213 1550.000 MG | 42.84000 66402.00| 50.00000 77500.00| 42.84000 66402.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0160 409.15 3860.000 L | 1.30000 5018.00| 2.00000 7720.00| 1.30000 5018.00
BITUMINOUS TACK COAT APPLIED | | |
0170 603.159 266.600 M | 180.00000 47988.00| 125.00000 33325.00| 80.00000 21328.00
300 MM CULVERT PIPE OPTION III | | |
0180 603.16 11.000 M | 85.00000 935.00| 128.00000 1408.00| 70.00000 770.00
375 MM CULVERT PIPE OPTION I | | |
LETTING DATE : 02/04/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/04/04
PAGE : 14
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 009201.00
=========
====================================================================================================================================
|( 7 ) 000014 |( 8 ) 000132 |( 9 ) 000164
|FARRIN BROS. & SMITH, INC. |HAROLD WARREN CONSTRUCTION |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 603.169 43.000 M | 182.00000 7826.00| 130.00000 5590.00| 85.00000 3655.00
375 MM CULVERT PIPE OPTION III | | |
0200 603.17 48.000 M | 95.00000 4560.00| 145.00000 6960.00| 75.00000 3600.00
450 MM CULVERT PIPE OPTION I | | |
0210 603.179 58.300 M | 190.00000 11077.00| 200.00000 11660.00| 200.00000 11660.00
450 MM CULVERT PIPE OPTION III | | |
0220 603.199 168.800 M | 200.00000 33760.00| 225.00000 37980.00| 220.00000 37136.00
600 MM CULVERT PIPE OPTION III | | |
0230 603.209 43.000 M | 250.00000 10750.00| 300.00000 12900.00| 250.00000 10750.00
750 MM CULVERT PIPE OPTION III | | |
0240 603.219 50.000 M | 300.00000 15000.00| 400.00000 20000.00| 275.00000 13750.00
900 MM CULVERT PIPE OPTION III | | |
0250 603.76 1.000 EA | 300.00000 300.00| 200.00000 200.00| 800.00000 800.00
300 MM INLET GRATE UNIT | | |
0260 603.77 1.000 EA | 300.00000 300.00| 225.00000 225.00| 900.00000 900.00
375 MM INLET GRATE UNIT | | |
0270 603.80 1.000 EA | 300.00000 300.00| 275.00000 275.00| 1100.00000 1100.00
600 MM INLET GRATE UNIT | | |
0280 604.072 1.000 EA | 2500.00000 2500.00| 2800.00000 2800.00| 1600.00000 1600.00
CATCH BASIN TYPE A1-C | | |
0290 604.092 34.600 EA | 1700.00000 58820.00| 2800.00000 96880.00| 1900.00000 65740.00
CATCH BASIN TYPE B1-C | | |
0300 604.161 5.000 EA | 1100.00000 5500.00| 850.00000 4250.00| 550.00000 2750.00
ALTERING CATCH BASIN | | |
0310 604.244 6.000 EA | 1200.00000 7200.00| 2200.00000 13200.00| 750.00000 4500.00
CATCH BASIN TYPE F4 | | |
0320 604.246 2.000 EA | 1300.00000 2600.00| 2750.00000 5500.00| 800.00000 1600.00
CATCH BASIN TYPE F5 | | |
0330 605.09 1253.100 M | 65.00000 81451.50| 110.00000 137841.00| 60.00000 75186.00
150 MM UNDERDRAIN TYPE B | | |
0340 605.11 264.200 M | 90.00000 23778.00| 125.00000 33025.00| 85.00000 22457.00
300 MM UNDERDRAIN TYPE C | | |
0350 605.12 44.500 M | 100.00000 4450.00| 130.00000 5785.00| 115.00000 5117.50
375 MM UNDERDRAIN TYPE C | | |
0360 605.13 100.600 M | 120.00000 12072.00| 135.00000 13581.00| 135.00000 13581.00
450 MM UNDERDRAIN TYPE C | | |
0370 605.15 75.300 M | 150.00000 11295.00| 150.00000 11295.00| 140.00000 10542.00
600 MM UNDERDRAIN TYPE C | | |
0380 606.1721 3.000 EA | 1200.00000 3600.00| 1440.00000 4320.00| 1350.00000 4050.00
BRIDGE TRANSITION - TYPE 1 | | |
0390 606.23 38.100 M | 33.79000 1287.40| 40.00000 1524.00| 37.25000 1419.23
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
LETTING DATE : 02/04/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/04/04
PAGE : 15
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 009201.00
=========
====================================================================================================================================
|( 7 ) 000014 |( 8 ) 000132 |( 9 ) 000164
|FARRIN BROS. & SMITH, INC. |HAROLD WARREN CONSTRUCTION |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0400 606.232 22.900 M | 37.07000 848.90| 44.00000 1007.60| 40.75000 933.18
GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS | | |
0410 606.265 3.000 EA | 50.00000 150.00| 60.00000 180.00| 55.00000 165.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0420 606.35 5.000 EA | 25.00000 125.00| 35.00000 175.00| 27.50000 137.50
GUARDRAIL DELINEATOR POST | | |
0430 606.47 15.000 EA | 35.00000 525.00| 50.00000 750.00| 38.50000 577.50
SINGLE WOOD POST | | |
0440 606.70 1.000 EA | 250.00000 250.00| 300.00000 300.00| 275.00000 275.00
TRANSITION SECTION THRIE BEAM | | |
0450 606.73 22.900 M | 116.14000 2659.61| 140.00000 3206.00| 127.75000 2925.48
GUARDRAIL, THRIE BEAM, SINGLE RAIL, | | |
BRIDGE MOUNTED | | |
0460 606.76 1.000 EA | 1400.00000 1400.00| 1680.00000 1680.00| 1550.00000 1550.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0470 608.45 535.000 M2 | 15.00000 8025.00| 26.00000 13910.00| 37.50000 20062.50
CONSTRUCTING SIDEWALK | | |
0480 609.11 95.000 M | 85.00000 8075.00| 105.00000 9975.00| 80.00000 7600.00
VERTICAL CURB TYPE 1 | | |
0490 609.12 24.000 M | 110.00000 2640.00| 125.00000 3000.00| 103.00000 2472.00
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0500 609.234 2.000 EA | 115.00000 230.00| 150.00000 300.00| 103.50000 207.00
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0510 609.238 6.000 EA | 200.00000 1200.00| 300.00000 1800.00| 180.00000 1080.00
TERMINAL CURB TYPE 1 - 2.4 M | | |
0520 609.31 2020.000 M | 16.00000 32320.00| 20.00000 40400.00| 17.00000 34340.00
CURB TYPE 3 | | |
0530 609.34 11.000 M | 80.00000 880.00| 90.00000 990.00| 70.00000 770.00
CURB TYPE 5 | | |
0540 609.40 2.100 M | 60.00000 126.00| 70.00000 147.00| 38.00000 79.80
RESET CURB TYPE 5 | | |
0550 610.08 174.000 M3 | 75.00000 13050.00| 80.00000 13920.00| 55.00000 9570.00
PLAIN RIPRAP | | |
0560 610.18 10.000 M3 | 65.00000 650.00| 65.00000 650.00| 55.00000 550.00
STONE DITCH PROTECTION | | |
0570 612.06 670.000 M2 | 1.00000 670.00| 4.20000 2814.00| 10.00000 6700.00
BITUMINOUS SEALING - BLACK | | |
0580 613.319 10.000 M2 | 15.00000 150.00| 6.00000 60.00| 2.00000 20.00
EROSION CONTROL BLANKET | | |
0590 615.07 960.000 M3 | 30.00000 28800.00| 40.00000 38400.00| 45.00000 43200.00
LOAM | | |
LETTING DATE : 02/04/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/04/04
PAGE : 16
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 009201.00
=========
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|( 7 ) 000014 |( 8 ) 000132 |( 9 ) 000164
|FARRIN BROS. & SMITH, INC. |HAROLD WARREN CONSTRUCTION |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0600 618.1301 80.000 UN | 16.00000 1280.00| 30.00000 2400.00| 17.50000 1400.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0610 618.1401 80.000 UN | 16.00000 1280.00| 30.00000 2400.00| 17.50000 1400.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0620 618.15 60.000 KG | 4.50000 270.00| 9.00000 540.00| 5.00000 300.00
TEMPORARY SEEDING | | |
0630 618.16 5.000 KG | 38.00000 190.00| 50.00000 250.00| 2.25000 11.25
CROWN VETCH SEED | | |
0640 618.20 20.000 KG | 2.00000 40.00| 3.00000 60.00| 2.25000 45.00
ANNUAL RYE GRASS SEED | | |
0650 618.25 30.000 M3 | 20.00000 600.00| 20.00000 600.00| 40.00000 1200.00
APPLIED WATER | | |
0660 619.1201 160.000 UN | 7.45000 1192.00| 12.00000 1920.00| 10.00000 1600.00
MULCH - PLAN QUANTITY | | |
0670 620.58 385.000 M2 | 4.00000 1540.00| 5.00000 1925.00| 2.00000 770.00
EROSION CONTROL GEOTEXTILE | | |
0680 621.037 6.000 EA | 150.00000 900.00| 200.00000 1200.00| 125.00000 750.00
EVERGREEN TREES (1500 MM - 1800 MM) | | |
GROUP A | | |
0690 621.195 34.000 EA | 260.00000 8840.00| 310.00000 10540.00| 290.00000 9860.00
MEDIUM DECIDUOUS TREE (45 MM - 50 MM | | |
CALIPER) GROUP A | | |
0700 621.267 28.000 EA | 260.00000 7280.00| 310.00000 8680.00| 290.00000 8120.00
LARGE DECIDUOUS TREE (45 MM - 50 MM | | |
CALIPER) GROUP A | | |
0710 621.395 6.000 EA | 45.00000 270.00| 55.00000 330.00| 50.00000 300.00
DWARF EVERGREENS (450 MM - 600 MM) | | |
GROUP A | | |
0720 621.546 110.000 EA | 36.00000 3960.00| 40.00000 4400.00| 25.00000 2750.00
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP A | | |
0730 621.552 6.000 EA | 60.00000 360.00| 70.00000 420.00| 35.00000 210.00
DECIDUOUS SHRUBS (900 MM - 1200 MM) | | |
GROUP A | | |
0740 621.80 LUMP| 2000.00000 2000.00| 3000.00000 3000.00| 5000.00000 5000.00
ESTABLISHMENT PERIOD | | |
0750 627.711 6200.000 M | 0.33000 2046.00| 0.50000 3100.00| 0.50000 3100.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0760 627.75 20.000 M2 | 32.28000 645.60| 15.00000 300.00| 13.50000 270.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
LETTING DATE : 02/04/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/04/04
PAGE : 17
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 009201.00
=========
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|( 7 ) 000014 |( 8 ) 000132 |( 9 ) 000164
|FARRIN BROS. & SMITH, INC. |HAROLD WARREN CONSTRUCTION |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0770 627.76 LUMP| 2000.00000 2000.00| 5000.00000 5000.00| 4500.00000 4500.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0780 629.05 15.000 HR | 30.00000 450.00| 30.00000 450.00| 35.00000 525.00
HAND LABOR, STRAIGHT TIME | | |
0790 631.12 15.000 HR | 100.00000 1500.00| 100.00000 1500.00| 110.00000 1650.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0800 631.172 30.000 HR | 40.00000 1200.00| 50.00000 1500.00| 45.00000 1350.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0810 631.18 15.000 HR | 35.00000 525.00| 35.00000 525.00| 40.00000 600.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0820 631.20 15.000 HR | 50.00000 750.00| 150.00000 2250.00| 360.00000 5400.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0830 631.32 15.000 HR | 25.00000 375.00| 150.00000 2250.00| 360.00000 5400.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0840 637.071 LUMP| 12500.00000 12500.00| 30000.00000 30000.00| 2500.00000 2500.00
DUST CONTROL | | |
0850 639.18 1.000 EA | 10000.00000 10000.00| 10000.00000 10000.00| 8500.00000 8500.00
FIELD OFFICE TYPE A | | |
0860 639.21 LUMP| 4000.00000 4000.00| 7500.00000 7500.00| 11500.00000 11500.00
TESTING FACILITIES SOILS | | |
0870 652.31 50.000 EA | 10.00000 500.00| 70.00000 3500.00| 45.00000 2250.00
TYPE I BARRICADE | | |
0880 652.311 26.000 EA | 10.00000 260.00| 70.00000 1820.00| 45.00000 1170.00
TYPE II BARRICADE | | |
0890 652.33 75.000 EA | 10.00000 750.00| 80.00000 6000.00| 55.00000 4125.00
DRUM | | |
0900 652.34 150.000 EA | 5.00000 750.00| 25.00000 3750.00| 17.00000 2550.00
CONE | | |
0910 652.35 105.000 M2 | 85.00000 8925.00| 160.00000 16800.00| 70.00000 7350.00
CONSTRUCTION SIGNS | | |
0920 652.361 185.000 LS | 10000.00000 10000.00| 20000.00000 20000.00| 10000.00000 10000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0930 652.38 3000.000 HR | 15.00000 45000.00| 18.00000 54000.00| 15.00000 45000.00
FLAGGER | | |
0940 656.75 LUMP| 27250.00000 27250.00| 30000.00000 30000.00| 5000.00000 5000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0950 658.20 40.000 M2 | 17.70000 708.00| 16.00000 640.00| 15.00000 600.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
LETTING DATE : 02/04/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 02/04/04
PAGE : 18
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 009201.00
=========
====================================================================================================================================
|( 7 ) 000014 |( 8 ) 000132 |( 9 ) 000164
|FARRIN BROS. & SMITH, INC. |HAROLD WARREN CONSTRUCTION |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0960 659.10 LUMP| 151135.99000 151135.99| 100000.00000 100000.00| 224500.00000 224500.00
MOBILIZATION | | |
0970 660.21 1000.000 HR | 5.00000 5000.00| 2.00000 2000.00| 0.10000 100.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 1,877,000.00| $ 2,073,476.10| $ 2,099,040.94
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CONTRACT TOTALS | $ 1,877,000.00| $ 2,073,476.10| $ 2,099,040.94
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