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LETTING DATE : 12/10/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/03
PAGE : 1
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 009184.10 COMPLETION DATE : 10/01/05
=========
PROJECT(S): NH-9184(10)E LOCATION(S): BETHEL MAINE STATE DEPARTMENT OF TRANSPORTATION
NH-9184(20)E GILEAD
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 000036 H E SARGENT, INC. $ 7,476,635.50 100.0000%
2 001094 K & K EXCAVATION, INC. $ 7,665,272.16 102.5230%
3 000340 ALVIN J COLEMAN & SON INC. $ 8,145,505.97 108.9461%
4 000649 SARGENT & SARGENT, INC. $ 9,358,411.00 125.1687%
====================================================================================================================================
|( 1 ) 000036 |( 2 ) 001094 |( 3 ) 000340
|H E SARGENT, INC. |K & K EXCAVATION, INC. |ALVIN J COLEMAN & SON INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.11 9.000 HA | 4000.00000 36000.00| 7000.00000 63000.00| 13850.00000 124650.00
CLEARING | | |
0020 201.23 26.000 EA | 250.00000 6500.00| 300.00000 7800.00| 350.00000 9100.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 43.000 EA | 200.00000 8600.00| 175.00000 7525.00| 250.00000 10750.00
REMOVING STUMP | | |
0040 202.08 LUMP| 5000.00000 5000.00| 2500.00000 2500.00| 15000.00000 15000.00
REMOVING BUILDING NO.: 1 | | |
0050 202.08 LUMP| 5000.00000 5000.00| 2500.00000 2500.00| 12000.00000 12000.00
REMOVING BUILDING NO.: 2 | | |
0060 202.17 37.000 LS | 10500.00000 10500.00| 2500.00000 2500.00| 15000.00000 15000.00
REMOVING EXISTING STRUCTURAL CONCRETE | | |
0070 202.202 910.000 M2 | 11.00000 10010.00| 6.50000 5915.00| 20.00000 18200.00
REMOVING PAVEMENT SURFACE | | |
0080 202.203 310.000 M2 | 25.30000 7843.00| 13.00000 4030.00| 13.00000 4030.00
PAVEMENT BUTT JOINTS | | |
0090 203.20 114900.000 M3 | 7.99000 918051.00| 7.00000 804300.00| 7.00000 804300.00
COMMON EXCAVATION | | |
0100 203.21 11200.000 M3 | 17.00000 190400.00| 55.00000 616000.00| 31.20000 349440.00
ROCK EXCAVATION | | |
0110 203.25 429.000 M3 | 2.50000 1072.50| 16.00000 6864.00| 22.00000 9438.00
GRANULAR BORROW | | |
LETTING DATE : 12/10/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/03
PAGE : 2
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 009184.10
=========
====================================================================================================================================
|( 1 ) 000036 |( 2 ) 001094 |( 3 ) 000340
|H E SARGENT, INC. |K & K EXCAVATION, INC. |ALVIN J COLEMAN & SON INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 206.061 100.000 M3 | 9.00000 900.00| 20.00000 2000.00| 18.00000 1800.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0130 206.07 60.000 M3 | 90.00000 5400.00| 100.00000 6000.00| 98.00000 5880.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0140 304.10 81400.000 M3 | 11.30000 919820.00| 16.00000 1302400.00| 13.50000 1098900.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0150 310.13 117500.000 M2 | 5.30000 622750.00| 6.00000 705000.00| 5.26000 618050.00
PLANT MIX RECYCLED ASPHALT PAVEMENT | | |
0160 403.207 17700.000 MG | 44.50000 787650.00| 44.53000 788181.00| 44.53000 788181.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0170 403.208 10550.000 MG | 44.50000 469475.00| 44.53000 469791.50| 44.53000 469791.50
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0180 403.209 866.000 MG | 105.00000 90930.00| 105.00000 90930.00| 104.72000 90687.52
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0190 409.15 9450.000 L | 1.00000 9450.00| 0.95000 8977.50| 1.06000 10017.00
BITUMINOUS TACK COAT APPLIED | | |
0200 411.12 9.000 MG | 23.00000 207.00| 75.00000 675.00| 36.00000 324.00
CRUSHED STONE SURFACE | | |
0210 502.219 67.000 LS | 120000.00000 120000.00| 39000.00000 39000.00| 71600.00000 71600.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0220 503.14 9500.000 KG | 0.85000 8075.00| 0.78000 7410.00| 2.00000 19000.00
EPOXY COATED REINFORCING STEEL, | | |
FABRICATED AND DELIVERED | | |
0230 503.15 9500.000 KG | 1.60000 15200.00| 0.89000 8455.00| 2.00000 19000.00
EPOXY COATED REINFORCING STEEL PLACING | | |
0240 507.0811 99.000 LS | 30000.00000 30000.00| 41200.00000 41200.00| 26200.00000 26200.00
STEEL BRIDGE RAILING, 2 BAR | | |
0250 508.13 120.000 LS | 5000.00000 5000.00| 2470.00000 2470.00| 2500.00000 2500.00
MEMBRANE WATERPROOFING | | |
0260 509.12 2540.000 LS | 55000.00000 55000.00| 17000.00000 17000.00| 24600.00000 24600.00
STEEL STRUCTURAL PLATE PIPE ARCH: | | |
0270 511.07 LUMP| 32000.00000 32000.00| 30000.00000 30000.00| 15000.00000 15000.00
COFFERDAM: | | |
0280 514.06 2.000 EA | 800.00000 1600.00| 710.00000 1420.00| 500.00000 1000.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0290 515.21 326.000 LS | 2500.00000 2500.00| 1900.00000 1900.00| 3600.00000 3600.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
LETTING DATE : 12/10/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/03
PAGE : 3
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 009184.10
=========
====================================================================================================================================
|( 1 ) 000036 |( 2 ) 001094 |( 3 ) 000340
|H E SARGENT, INC. |K & K EXCAVATION, INC. |ALVIN J COLEMAN & SON INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 526.34 4.000 EA | 2200.00000 8800.00| 1310.00000 5240.00| 1500.00000 6000.00
PERMANENT CONCRETE TRANSITION BARRIER | | |
0310 534.71 25.300 LS | 40000.00000 40000.00| 10300.00000 10300.00| 46385.00000 46385.00
PRECAST CONCRETE BOX CULVERT Sta. | | |
15+094.737 | | |
0320 534.71 106.400 LS | 65000.00000 65000.00| 43600.00000 43600.00| 71990.00000 71990.00
PRECAST CONCRETE BOX CULVERT Sta. | | |
18+769.774 | | |
0330 534.71 135.000 LS | 80000.00000 80000.00| 31500.00000 31500.00| 96050.00000 96050.00
PRECAST CONCRETE BOX CULVERT Sta. | | |
19+084.815 | | |
0340 603.159 180.000 M | 99.00000 17820.00| 150.00000 27000.00| 110.00000 19800.00
300 MM CULVERT PIPE OPTION III | | |
0350 603.16 55.000 M | 85.00000 4675.00| 70.00000 3850.00| 70.00000 3850.00
375 MM CULVERT PIPE OPTION I | | |
0360 603.17 73.000 M | 97.00000 7081.00| 110.00000 8030.00| 105.00000 7665.00
450 MM CULVERT PIPE OPTION I | | |
0370 603.179 290.000 M | 115.00000 33350.00| 150.00000 43500.00| 150.00000 43500.00
450 MM CULVERT PIPE OPTION III | | |
0380 603.199 214.000 M | 147.00000 31458.00| 180.00000 38520.00| 130.00000 27820.00
600 MM CULVERT PIPE OPTION III | | |
0390 603.209 25.000 M | 177.00000 4425.00| 250.00000 6250.00| 175.00000 4375.00
750 MM CULVERT PIPE OPTION III | | |
0400 603.219 32.000 M | 197.00000 6304.00| 300.00000 9600.00| 200.00000 6400.00
900 MM CULVERT PIPE OPTION III | | |
0410 603.229 27.000 M | 425.00000 11475.00| 400.00000 10800.00| 250.00000 6750.00
1050 MM CULVERT PIPE OPTION III | | |
0420 603.259 3.000 M | 1400.00000 4200.00| 800.00000 2400.00| 400.00000 1200.00
1500 MM CULVERT PIPE OPTION III | | |
0430 603.76 1.000 EA | 350.00000 350.00| 300.00000 300.00| 500.00000 500.00
300 MM INLET GRATE UNIT | | |
0440 604.092 71.000 EA | 1700.00000 120700.00| 1400.00000 99400.00| 1500.00000 106500.00
CATCH BASIN TYPE B1-C | | |
0450 604.096 2.000 EA | 2200.00000 4400.00| 2500.00000 5000.00| 2000.00000 4000.00
1500 MM CATCH BASIN TYPE B1-C | | |
0460 604.15 1.000 EA | 2600.00000 2600.00| 1500.00000 1500.00| 1600.00000 1600.00
MANHOLE | | |
0470 604.2403 1.000 EA | 1100.00000 1100.00| 700.00000 700.00| 500.00000 500.00
CATCH BASIN INLET ASSEMBLY | | |
0480 604.244 2.000 EA | 1300.00000 2600.00| 1000.00000 2000.00| 1100.00000 2200.00
CATCH BASIN TYPE F4 | | |
LETTING DATE : 12/10/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/03
PAGE : 4
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 009184.10
=========
====================================================================================================================================
|( 1 ) 000036 |( 2 ) 001094 |( 3 ) 000340
|H E SARGENT, INC. |K & K EXCAVATION, INC. |ALVIN J COLEMAN & SON INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 604.246 2.000 EA | 1400.00000 2800.00| 1200.00000 2400.00| 1000.00000 2000.00
CATCH BASIN TYPE F5 | | |
0500 604.262 1.000 EA | 1700.00000 1700.00| 2000.00000 2000.00| 1500.00000 1500.00
CATCH BASIN TYPE B5-C | | |
0510 605.09 2400.000 M | 64.00000 153600.00| 55.00000 132000.00| 63.00000 151200.00
150 MM UNDERDRAIN TYPE B | | |
0520 605.10 35.000 M | 64.00000 2240.00| 75.00000 2625.00| 80.00000 2800.00
150 MM UNDERDRAIN OUTLET | | |
0530 605.11 2150.000 M | 100.00000 215000.00| 80.00000 172000.00| 95.00000 204250.00
300 MM UNDERDRAIN TYPE C | | |
0540 605.12 380.000 M | 106.00000 40280.00| 100.00000 38000.00| 110.00000 41800.00
375 MM UNDERDRAIN TYPE C | | |
0550 605.13 290.000 M | 116.00000 33640.00| 100.00000 29000.00| 130.00000 37700.00
450 MM UNDERDRAIN TYPE C | | |
0560 605.15 40.000 M | 2000.00000 80000.00| 130.00000 5200.00| 110.00000 4400.00
600 MM UNDERDRAIN TYPE C | | |
0570 606.1721 4.000 EA | 4700.00000 18800.00| 1100.00000 4400.00| 1200.00000 4800.00
BRIDGE TRANSITION - TYPE 1 | | |
0580 606.23 2840.000 M | 33.00000 93720.00| 32.00000 90880.00| 32.70000 92868.00
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0590 606.231 22.000 M | 40.00000 880.00| 36.00000 792.00| 40.00000 880.00
GUARDRAIL TYPE 3C - 4.5 M RADIUS AND | | |
LESS | | |
0600 606.232 7.000 M | 40.00000 280.00| 36.00000 252.00| 40.00000 280.00
GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS | | |
0610 606.258 1.000 EA | 1500.00000 1500.00| 1500.00000 1500.00| 1450.00000 1450.00
CABLE RELEASING TERMINAL ANCHORAGE | | |
ASSEMBLY | | |
0620 606.265 3.000 EA | 25.00000 75.00| 40.00000 120.00| 25.00000 75.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0630 606.35 35.000 EA | 25.00000 875.00| 25.00000 875.00| 25.00000 875.00
GUARDRAIL DELINEATOR POST | | |
0640 606.363 200.000 M | 4.00000 800.00| 5.00000 1000.00| 4.00000 800.00
GUARDRAIL REMOVE AND DISPOSE | | |
0650 606.369 940.000 M | 5.00000 4700.00| 7.00000 6580.00| 5.00000 4700.00
GUARDRAIL REMOVED AND STACKED | | |
0660 606.79 16.000 EA | 1200.00000 19200.00| 1300.00000 20800.00| 1200.00000 19200.00
GUARDRAIL 350 FLARED TERMINAL | | |
0670 608.07 9.000 M2 | 90.00000 810.00| 95.00000 855.00| 50.00000 450.00
PLAIN CONCRETE SIDEWALK | | |
LETTING DATE : 12/10/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/03
PAGE : 5
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 009184.10
=========
====================================================================================================================================
|( 1 ) 000036 |( 2 ) 001094 |( 3 ) 000340
|H E SARGENT, INC. |K & K EXCAVATION, INC. |ALVIN J COLEMAN & SON INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0680 608.08 40.000 M2 | 110.00000 4400.00| 95.00000 3800.00| 75.00000 3000.00
REINFORCED CONCRETE SIDEWALK | | |
0690 609.26 2.000 EA | 200.00000 400.00| 500.00000 1000.00| 150.00000 300.00
CURB TRANSITION SECTION B TYPE 1 | | |
0700 609.31 5995.000 M | 7.00000 41965.00| 10.00000 59950.00| 10.00000 59950.00
CURB TYPE 3 | | |
0710 610.07 31.000 M3 | 37.00000 1147.00| 35.00000 1085.00| 28.00000 868.00
STONE FILL | | |
0720 610.08 1436.000 M3 | 46.00000 66056.00| 60.00000 86160.00| 24.00000 34464.00
PLAIN RIPRAP | | |
0730 610.18 170.000 M3 | 36.00000 6120.00| 57.00000 9690.00| 35.00000 5950.00
STONE DITCH PROTECTION | | |
0740 612.06 1975.000 M2 | 4.00000 7900.00| 3.54000 6991.50| 3.54000 6991.50
BITUMINOUS SEALING - BLACK | | |
0750 613.319 6420.000 M2 | 1.30000 8346.00| 2.75000 17655.00| 1.50000 9630.00
EROSION CONTROL BLANKET | | |
0760 615.07 6800.000 M3 | 27.00000 183600.00| 25.00000 170000.00| 25.00000 170000.00
LOAM | | |
0770 618.1301 163.000 UN | 12.00000 1956.00| 25.00000 4075.00| 15.00000 2445.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0780 618.1401 520.000 UN | 12.00000 6240.00| 15.00000 7800.00| 15.50000 8060.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0790 618.1411 530.000 UN | 30.00000 15900.00| 30.00000 15900.00| 30.00000 15900.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0800 618.15 460.000 KG | 1.50000 690.00| 5.00000 2300.00| 3.00000 1380.00
TEMPORARY SEEDING | | |
0810 618.25 30.000 M3 | 27.00000 810.00| 30.00000 900.00| 25.00000 750.00
APPLIED WATER | | |
0820 619.1201 2190.000 UN | 6.00000 13140.00| 6.50000 14235.00| 450.00000 985500.00
MULCH - PLAN QUANTITY | | |
0830 619.1401 600.000 M3 | 30.00000 18000.00| 40.00000 24000.00| 20.00000 12000.00
EROSION CONTROL MIX | | |
0840 620.54 8000.000 M2 | 2.00000 16000.00| 3.00000 24000.00| 2.00000 16000.00
STABILIZATION GEOTEXTILE | | |
0850 620.58 4650.000 M2 | 2.00000 9300.00| 4.00000 18600.00| 2.00000 9300.00
EROSION CONTROL GEOTEXTILE | | |
0860 621.032 12.000 EA | 125.00000 1500.00| 111.00000 1332.00| 250.00000 3000.00
EVERGREEN TREES (1200 MM - 1500 MM) | | |
GROUP B | | |
0870 621.195 18.000 EA | 225.00000 4050.00| 334.00000 6012.00| 225.00000 4050.00
MEDIUM DECIDUOUS TREE (45 MM - 50 MM | | |
CALIPER) GROUP A | | |
LETTING DATE : 12/10/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/03
PAGE : 6
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 009184.10
=========
====================================================================================================================================
|( 1 ) 000036 |( 2 ) 001094 |( 3 ) 000340
|H E SARGENT, INC. |K & K EXCAVATION, INC. |ALVIN J COLEMAN & SON INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0880 621.273 15.000 EA | 260.00000 3900.00| 328.00000 4920.00| 260.00000 3900.00
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0890 621.511 144.000 EA | 55.00000 7920.00| 34.50000 4968.00| 100.00000 14400.00
DECIDUOUS SHRUBS (450MM - 600MM) GROUP | | |
0900 621.547 72.000 EA | 25.00000 1800.00| 47.00000 3384.00| 175.00000 12600.00
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP B | | |
0910 621.80 LUMP| 1600.00000 1600.00| 4195.00000 4195.00| 1600.00000 1600.00
ESTABLISHMENT PERIOD | | |
0920 625.142 47.000 M | 110.00000 5170.00| 150.00000 7050.00| 75.00000 3525.00
75 MM PIPE SLEEVE | | |
0930 627.18 67.000 M | 12.00000 804.00| 11.48000 769.16| 4.85000 324.95
300 MM SOLID WHITE PAVEMENT MARK LINE | | |
0940 627.711 27750.000 M | 0.40000 11100.00| 0.37000 10267.50| 0.27000 7492.50
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0950 627.76 LUMP| 13000.00000 13000.00| 15000.00000 15000.00| 12000.00000 12000.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0960 629.05 32.000 HR | 25.00000 800.00| 30.00000 960.00| 30.00000 960.00
HAND LABOR, STRAIGHT TIME | | |
0970 631.12 32.000 HR | 100.00000 3200.00| 100.00000 3200.00| 95.00000 3040.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0980 631.172 32.000 HR | 100.00000 3200.00| 46.00000 1472.00| 45.00000 1440.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0990 631.20 32.000 HR | 55.00000 1760.00| 120.00000 3840.00| 450.00000 14400.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
1000 631.22 32.000 HR | 100.00000 3200.00| 75.00000 2400.00| 65.00000 2080.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
1010 631.32 24.000 HR | 200.00000 4800.00| 150.00000 3600.00| 75.00000 1800.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
1020 635.14 275.000 M2 | 580.00000 159500.00| 750.00000 206250.00| 590.00000 162250.00
PREFABRICATED CONCRETE MODULAR GRAVITY | | |
WALL | | |
1030 637.071 LUMP| 36000.00000 36000.00| 15000.00000 15000.00| 25500.00000 25500.00
DUST CONTROL | | |
1040 639.18 1.000 EA | 29000.00000 29000.00| 16000.00000 16000.00| 29700.00000 29700.00
FIELD OFFICE TYPE A | | |
1050 639.21 LUMP| 12000.00000 12000.00| 10000.00000 10000.00| 20900.00000 20900.00
TESTING FACILITIES SOILS | | |
LETTING DATE : 12/10/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/03
PAGE : 7
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 009184.10
=========
====================================================================================================================================
|( 1 ) 000036 |( 2 ) 001094 |( 3 ) 000340
|H E SARGENT, INC. |K & K EXCAVATION, INC. |ALVIN J COLEMAN & SON INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1060 652.31 15.000 EA | 90.00000 1350.00| 50.00000 750.00| 75.00000 1125.00
TYPE I BARRICADE | | |
1070 652.311 20.000 EA | 110.00000 2200.00| 50.00000 1000.00| 95.00000 1900.00
TYPE II BARRICADE | | |
1080 652.33 100.000 EA | 50.00000 5000.00| 50.00000 5000.00| 75.00000 7500.00
DRUM | | |
1090 652.34 100.000 EA | 18.00000 1800.00| 19.00000 1900.00| 20.00000 2000.00
CONE | | |
1100 652.35 100.000 M2 | 13.00000 1300.00| 70.00000 7000.00| 60.00000 6000.00
CONSTRUCTION SIGNS | | |
1110 652.361 460.000 LS | 115000.00000 115000.00| 10000.00000 10000.00| 55000.00000 55000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
1120 652.38 12000.000 HR | 22.00000 264000.00| 16.00000 192000.00| 22.00000 264000.00
FLAGGER | | |
1130 656.75 LUMP| 125000.00000 125000.00| 40000.00000 40000.00| 22500.00000 22500.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
1140 657.24 710.000 UN | 12.00000 8520.00| 10.00000 7100.00| 30.00000 21300.00
SEEDING PITS | | |
1150 658.20 360.000 M2 | 12.00000 4320.00| 11.80000 4248.00| 11.25000 4050.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
1160 659.10 LUMP| 744700.00000 744700.00| 696000.00000 696000.00| 420528.00000 420528.00
MOBILIZATION | | |
1170 660.21 5000.000 HR | 1.00000 5000.00| 1.00000 5000.00| 1.00000 5000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 7,476,635.50| $ 7,665,272.16| $ 8,145,505.97
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 7,476,635.50| $ 7,665,272.16| $ 8,145,505.97
====================================================================================================================================
LETTING DATE : 12/10/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/03
PAGE : 8
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 009184.10
=========
====================================================================================================================================
|( 4 ) 000649 |( ) |( )
|SARGENT & SARGENT, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.11 9.000 HA | 25000.00000 225000.00| |
CLEARING | | |
0020 201.23 26.000 EA | 250.00000 6500.00| |
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 43.000 EA | 250.00000 10750.00| |
REMOVING STUMP | | |
0040 202.08 LUMP| 25000.00000 25000.00| |
REMOVING BUILDING NO.: 1 | | |
0050 202.08 LUMP| 25000.00000 25000.00| |
REMOVING BUILDING NO.: 2 | | |
0060 202.17 37.000 LS | 10000.00000 10000.00| |
REMOVING EXISTING STRUCTURAL CONCRETE | | |
0070 202.202 910.000 M2 | 15.00000 13650.00| |
REMOVING PAVEMENT SURFACE | | |
0080 202.203 310.000 M2 | 25.00000 7750.00| |
PAVEMENT BUTT JOINTS | | |
0090 203.20 114900.000 M3 | 14.00000 1608600.00| |
COMMON EXCAVATION | | |
0100 203.21 11200.000 M3 | 35.00000 392000.00| |
ROCK EXCAVATION | | |
0110 203.25 429.000 M3 | 20.00000 8580.00| |
GRANULAR BORROW | | |
0120 206.061 100.000 M3 | 24.00000 2400.00| |
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0130 206.07 60.000 M3 | 120.00000 7200.00| |
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0140 304.10 81400.000 M3 | 17.00000 1383800.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0150 310.13 117500.000 M2 | 6.00000 705000.00| |
PLANT MIX RECYCLED ASPHALT PAVEMENT | | |
0160 403.207 17700.000 MG | 45.00000 796500.00| |
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0170 403.208 10550.000 MG | 45.00000 474750.00| |
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0180 403.209 866.000 MG | 100.00000 86600.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
LETTING DATE : 12/10/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/03
PAGE : 9
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 009184.10
=========
====================================================================================================================================
|( 4 ) 000649 |( ) |( )
|SARGENT & SARGENT, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 409.15 9450.000 L | 1.00000 9450.00| |
BITUMINOUS TACK COAT APPLIED | | |
0200 411.12 9.000 MG | 30.00000 270.00| |
CRUSHED STONE SURFACE | | |
0210 502.219 67.000 LS | 125000.00000 125000.00| |
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0220 503.14 9500.000 KG | 1.00000 9500.00| |
EPOXY COATED REINFORCING STEEL, | | |
FABRICATED AND DELIVERED | | |
0230 503.15 9500.000 KG | 2.00000 19000.00| |
EPOXY COATED REINFORCING STEEL PLACING | | |
0240 507.0811 99.000 LS | 25000.00000 25000.00| |
STEEL BRIDGE RAILING, 2 BAR | | |
0250 508.13 120.000 LS | 5000.00000 5000.00| |
MEMBRANE WATERPROOFING | | |
0260 509.12 2540.000 LS | 50000.00000 50000.00| |
STEEL STRUCTURAL PLATE PIPE ARCH: | | |
0270 511.07 LUMP| 25000.00000 25000.00| |
COFFERDAM: | | |
0280 514.06 2.000 EA | 750.00000 1500.00| |
CURING BOX FOR CONCRETE CYLINDERS | | |
0290 515.21 326.000 LS | 2000.00000 2000.00| |
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0300 526.34 4.000 EA | 1500.00000 6000.00| |
PERMANENT CONCRETE TRANSITION BARRIER | | |
0310 534.71 25.300 LS | 50000.00000 50000.00| |
PRECAST CONCRETE BOX CULVERT Sta. | | |
15+094.737 | | |
0320 534.71 106.400 LS | 100000.00000 100000.00| |
PRECAST CONCRETE BOX CULVERT Sta. | | |
18+769.774 | | |
0330 534.71 135.000 LS | 100000.00000 100000.00| |
PRECAST CONCRETE BOX CULVERT Sta. | | |
19+084.815 | | |
0340 603.159 180.000 M | 100.00000 18000.00| |
300 MM CULVERT PIPE OPTION III | | |
0350 603.16 55.000 M | 100.00000 5500.00| |
375 MM CULVERT PIPE OPTION I | | |
0360 603.17 73.000 M | 100.00000 7300.00| |
450 MM CULVERT PIPE OPTION I | | |
LETTING DATE : 12/10/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/03
PAGE : 10
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 009184.10
=========
====================================================================================================================================
|( 4 ) 000649 |( ) |( )
|SARGENT & SARGENT, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0370 603.179 290.000 M | 120.00000 34800.00| |
450 MM CULVERT PIPE OPTION III | | |
0380 603.199 214.000 M | 160.00000 34240.00| |
600 MM CULVERT PIPE OPTION III | | |
0390 603.209 25.000 M | 220.00000 5500.00| |
750 MM CULVERT PIPE OPTION III | | |
0400 603.219 32.000 M | 300.00000 9600.00| |
900 MM CULVERT PIPE OPTION III | | |
0410 603.229 27.000 M | 360.00000 9720.00| |
1050 MM CULVERT PIPE OPTION III | | |
0420 603.259 3.000 M | 4000.00000 12000.00| |
1500 MM CULVERT PIPE OPTION III | | |
0430 603.76 1.000 EA | 400.00000 400.00| |
300 MM INLET GRATE UNIT | | |
0440 604.092 71.000 EA | 2400.00000 170400.00| |
CATCH BASIN TYPE B1-C | | |
0450 604.096 2.000 EA | 2800.00000 5600.00| |
1500 MM CATCH BASIN TYPE B1-C | | |
0460 604.15 1.000 EA | 2600.00000 2600.00| |
MANHOLE | | |
0470 604.2403 1.000 EA | 1000.00000 1000.00| |
CATCH BASIN INLET ASSEMBLY | | |
0480 604.244 2.000 EA | 1500.00000 3000.00| |
CATCH BASIN TYPE F4 | | |
0490 604.246 2.000 EA | 1800.00000 3600.00| |
CATCH BASIN TYPE F5 | | |
0500 604.262 1.000 EA | 2400.00000 2400.00| |
CATCH BASIN TYPE B5-C | | |
0510 605.09 2400.000 M | 80.00000 192000.00| |
150 MM UNDERDRAIN TYPE B | | |
0520 605.10 35.000 M | 60.00000 2100.00| |
150 MM UNDERDRAIN OUTLET | | |
0530 605.11 2150.000 M | 100.00000 215000.00| |
300 MM UNDERDRAIN TYPE C | | |
0540 605.12 380.000 M | 110.00000 41800.00| |
375 MM UNDERDRAIN TYPE C | | |
0550 605.13 290.000 M | 120.00000 34800.00| |
450 MM UNDERDRAIN TYPE C | | |
0560 605.15 40.000 M | 150.00000 6000.00| |
600 MM UNDERDRAIN TYPE C | | |
0570 606.1721 4.000 EA | 1200.00000 4800.00| |
BRIDGE TRANSITION - TYPE 1 | | |
LETTING DATE : 12/10/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/03
PAGE : 11
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 009184.10
=========
====================================================================================================================================
|( 4 ) 000649 |( ) |( )
|SARGENT & SARGENT, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0580 606.23 2840.000 M | 32.00000 90880.00| |
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0590 606.231 22.000 M | 38.00000 836.00| |
GUARDRAIL TYPE 3C - 4.5 M RADIUS AND | | |
LESS | | |
0600 606.232 7.000 M | 38.00000 266.00| |
GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS | | |
0610 606.258 1.000 EA | 1400.00000 1400.00| |
CABLE RELEASING TERMINAL ANCHORAGE | | |
ASSEMBLY | | |
0620 606.265 3.000 EA | 60.00000 180.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0630 606.35 35.000 EA | 30.00000 1050.00| |
GUARDRAIL DELINEATOR POST | | |
0640 606.363 200.000 M | 5.00000 1000.00| |
GUARDRAIL REMOVE AND DISPOSE | | |
0650 606.369 940.000 M | 7.00000 6580.00| |
GUARDRAIL REMOVED AND STACKED | | |
0660 606.79 16.000 EA | 1300.00000 20800.00| |
GUARDRAIL 350 FLARED TERMINAL | | |
0670 608.07 9.000 M2 | 250.00000 2250.00| |
PLAIN CONCRETE SIDEWALK | | |
0680 608.08 40.000 M2 | 300.00000 12000.00| |
REINFORCED CONCRETE SIDEWALK | | |
0690 609.26 2.000 EA | 500.00000 1000.00| |
CURB TRANSITION SECTION B TYPE 1 | | |
0700 609.31 5995.000 M | 10.00000 59950.00| |
CURB TYPE 3 | | |
0710 610.07 31.000 M3 | 50.00000 1550.00| |
STONE FILL | | |
0720 610.08 1436.000 M3 | 50.00000 71800.00| |
PLAIN RIPRAP | | |
0730 610.18 170.000 M3 | 45.00000 7650.00| |
STONE DITCH PROTECTION | | |
0740 612.06 1975.000 M2 | 4.00000 7900.00| |
BITUMINOUS SEALING - BLACK | | |
0750 613.319 6420.000 M2 | 2.00000 12840.00| |
EROSION CONTROL BLANKET | | |
0760 615.07 6800.000 M3 | 8.00000 54400.00| |
LOAM | | |
LETTING DATE : 12/10/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/03
PAGE : 12
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 009184.10
=========
====================================================================================================================================
|( 4 ) 000649 |( ) |( )
|SARGENT & SARGENT, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0770 618.1301 163.000 UN | 12.00000 1956.00| |
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0780 618.1401 520.000 UN | 12.00000 6240.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0790 618.1411 530.000 UN | 28.00000 14840.00| |
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0800 618.15 460.000 KG | 2.00000 920.00| |
TEMPORARY SEEDING | | |
0810 618.25 30.000 M3 | 25.00000 750.00| |
APPLIED WATER | | |
0820 619.1201 2190.000 UN | 6.00000 13140.00| |
MULCH - PLAN QUANTITY | | |
0830 619.1401 600.000 M3 | 40.00000 24000.00| |
EROSION CONTROL MIX | | |
0840 620.54 8000.000 M2 | 1.00000 8000.00| |
STABILIZATION GEOTEXTILE | | |
0850 620.58 4650.000 M2 | 1.00000 4650.00| |
EROSION CONTROL GEOTEXTILE | | |
0860 621.032 12.000 EA | 125.00000 1500.00| |
EVERGREEN TREES (1200 MM - 1500 MM) | | |
GROUP B | | |
0870 621.195 18.000 EA | 225.00000 4050.00| |
MEDIUM DECIDUOUS TREE (45 MM - 50 MM | | |
CALIPER) GROUP A | | |
0880 621.273 15.000 EA | 250.00000 3750.00| |
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0890 621.511 144.000 EA | 24.00000 3456.00| |
DECIDUOUS SHRUBS (450MM - 600MM) GROUP | | |
0900 621.547 72.000 EA | 24.00000 1728.00| |
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP B | | |
0910 621.80 LUMP| 1500.00000 1500.00| |
ESTABLISHMENT PERIOD | | |
0920 625.142 47.000 M | 100.00000 4700.00| |
75 MM PIPE SLEEVE | | |
0930 627.18 67.000 M | 5.00000 335.00| |
300 MM SOLID WHITE PAVEMENT MARK LINE | | |
0940 627.711 27750.000 M | 0.50000 13875.00| |
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
LETTING DATE : 12/10/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/03
PAGE : 13
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 009184.10
=========
====================================================================================================================================
|( 4 ) 000649 |( ) |( )
|SARGENT & SARGENT, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0950 627.76 LUMP| 15000.00000 15000.00| |
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0960 629.05 32.000 HR | 24.00000 768.00| |
HAND LABOR, STRAIGHT TIME | | |
0970 631.12 32.000 HR | 100.00000 3200.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0980 631.172 32.000 HR | 48.00000 1536.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0990 631.20 32.000 HR | 150.00000 4800.00| |
STUMP CHIPPER (INCLUDING OPERATOR) | | |
1000 631.22 32.000 HR | 90.00000 2880.00| |
FRONT END LOADER (INCLUDING OPERATOR) | | |
1010 631.32 24.000 HR | 125.00000 3000.00| |
CULVERT CLEANER (INCLUDING OPERATOR) | | |
1020 635.14 275.000 M2 | 800.00000 220000.00| |
PREFABRICATED CONCRETE MODULAR GRAVITY | | |
WALL | | |
1030 637.071 LUMP| 75000.00000 75000.00| |
DUST CONTROL | | |
1040 639.18 1.000 EA | 15000.00000 15000.00| |
FIELD OFFICE TYPE A | | |
1050 639.21 LUMP| 7500.00000 7500.00| |
TESTING FACILITIES SOILS | | |
1060 652.31 15.000 EA | 75.00000 1125.00| |
TYPE I BARRICADE | | |
1070 652.311 20.000 EA | 100.00000 2000.00| |
TYPE II BARRICADE | | |
1080 652.33 100.000 EA | 75.00000 7500.00| |
DRUM | | |
1090 652.34 100.000 EA | 20.00000 2000.00| |
CONE | | |
1100 652.35 100.000 M2 | 120.00000 12000.00| |
CONSTRUCTION SIGNS | | |
1110 652.361 460.000 LS | 75000.00000 75000.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
1120 652.38 12000.000 HR | 18.00000 216000.00| |
FLAGGER | | |
1130 656.75 LUMP| 125000.00000 125000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
LETTING DATE : 12/10/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/10/03
PAGE : 14
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 009184.10
=========
====================================================================================================================================
|( 4 ) 000649 |( ) |( )
|SARGENT & SARGENT, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1140 657.24 710.000 UN | 10.00000 7100.00| |
SEEDING PITS | | |
1150 658.20 360.000 M2 | 12.00000 4320.00| |
ACRYLIC LATEX COLOR FINISH, GREEN | | |
1160 659.10 LUMP| 945000.00000 945000.00| |
MOBILIZATION | | |
1170 660.21 5000.000 HR | 2.00000 10000.00| |
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 9,358,411.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 9,358,411.00| $ 0.00| $
====================================================================================================================================