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LETTING DATE : 03/23/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/23/05
PAGE : 1
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 001853.30 COMPLETION DATE : 11/25/05
=========
PROJECT(S): STP-1853(30)X LOCATION(S): FARMINGDALE, HIGHWAY IMPROVEMENTSINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : FARMINGDALE, HIGHWAY IMPROVEMENTS NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000403 PRATT & SONS INC. $ 3,881,953.90 100.0000%
2 000855 BRIDGECORP $ 4,167,511.00 107.3560%
3 000132 HAROLD WARREN CONSTRUCTION $ 4,325,053.90 111.4144%
====================================================================================================================================
|( 1 ) 000403 |( 2 ) 000855 |( 3 ) 000132
|PRATT & SONS INC. |BRIDGECORP |HAROLD WARREN CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.23 58.000 EA | 450.00000 26100.00| 475.00000 27550.00| 500.00000 29000.00
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 75.000 EA | 200.00000 15000.00| 250.00000 18750.00| 500.00000 37500.00
REMOVING STUMP | | |
0030 202.11 6000.000 M2 | 4.15000 24900.00| 6.00000 36000.00| 14.00000 84000.00
REMOVING PORTLAND CEMENT CONCRETE | | |
PAVEMENT | | |
0040 202.15 12.000 EA | 275.00000 3300.00| 500.00000 6000.00| 1000.00000 12000.00
REMOVING MANHOLE OR CATCH BASIN | | |
0050 203.20 21000.000 M3 | 17.30000 363300.00| 14.00000 294000.00| 16.00000 336000.00
COMMON EXCAVATION | | |
0060 203.21 850.000 M3 | 17.30000 14705.00| 60.00000 51000.00| 60.00000 51000.00
ROCK EXCAVATION | | |
0070 203.25 100.000 M3 | 20.00000 2000.00| 23.50000 2350.00| 22.00000 2200.00
GRANULAR BORROW | | |
0080 203.35 510.000 M3 | 22.00000 11220.00| 37.50000 19125.00| 30.00000 15300.00
CRUSHED STONE FILL | | |
0090 206.061 50.000 M3 | 30.00000 1500.00| 32.50000 1625.00| 30.00000 1500.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0100 206.07 80.000 M3 | 220.00000 17600.00| 200.00000 16000.00| 175.00000 14000.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
LETTING DATE : 03/23/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/23/05
PAGE : 2
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 001853.30
=========
====================================================================================================================================
|( 1 ) 000403 |( 2 ) 000855 |( 3 ) 000132
|PRATT & SONS INC. |BRIDGECORP |HAROLD WARREN CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 304.10 18000.000 M3 | 27.70000 498600.00| 30.00000 540000.00| 24.00000 432000.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0120 403.207 7450.000 MG | 55.44000 413028.00| 55.50000 413475.00| 55.44000 413028.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0130 403.208 2400.000 MG | 59.13000 141912.00| 59.25000 142200.00| 59.13000 141912.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0140 403.209 670.000 MG | 137.79000 92319.30| 137.50000 92125.00| 137.79000 92319.30
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0150 403.211 70.000 MG | 141.98000 9938.60| 142.00000 9940.00| 141.98000 9938.60
HOT MIX ASPHALT (SHIM) | | |
0160 409.15 4000.000 L | 3.43000 13720.00| 3.50000 14000.00| 3.43000 13720.00
BITUMINOUS TACK COAT APPLIED | | |
0170 534.75 LUMP| 120000.00000 120000.00| 175000.00000 175000.00| 40000.00000 40000.00
EXTENSION OF EXISTING BOX CULVERT @ STA | | |
12+770 | | |
0180 534.75 LUMP| 34000.00000 34000.00| 35000.00000 35000.00| 190000.00000 190000.00
EXTENSION OF EXISTING BOX CULVERT @ STA | | |
12+836 | | |
0190 603.159 64.000 M | 310.00000 19840.00| 250.00000 16000.00| 200.00000 12800.00
300 MM CULVERT PIPE OPTION III | | |
0200 603.179 248.000 M | 155.00000 38440.00| 135.00000 33480.00| 220.00000 54560.00
450 MM CULVERT PIPE OPTION III | | |
0210 603.195 5.000 M | 365.00000 1825.00| 250.00000 1250.00| 1000.00000 5000.00
600 MM RCP CLASS III | | |
0220 603.199 17.000 M | 440.00000 7480.00| 300.00000 5100.00| 240.00000 4080.00
600 MM CULVERT PIPE OPTION III | | |
0230 604.092 40.000 EA | 2400.00000 96000.00| 2050.00000 82000.00| 3200.00000 128000.00
CATCH BASIN TYPE B1-C | | |
0240 604.096 2.200 EA | 3500.00000 7700.00| 2750.00000 6050.00| 3600.00000 7920.00
1500 MM CATCH BASIN TYPE B1-C | | |
0250 604.15 1.000 EA | 3540.00000 3540.00| 2925.00000 2925.00| 4000.00000 4000.00
MANHOLE | | |
0260 604.153 1.000 EA | 5400.00000 5400.00| 3500.00000 3500.00| 4400.00000 4400.00
1500 MM MANHOLE | | |
0270 604.154 1.000 EA | 5700.00000 5700.00| 4000.00000 4000.00| 4800.00000 4800.00
1800 MM MANHOLE (PRV STRUCTURE) | | |
0280 604.16 2.000 EA | 650.00000 1300.00| 475.00000 950.00| 1500.00000 3000.00
ALTERING CATCH BASIN TO MANHOLES | | |
0290 604.166 17.000 EA | 1355.00000 23035.00| 450.00000 7650.00| 1500.00000 25500.00
REBUILDING MANHOLE | | |
LETTING DATE : 03/23/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/23/05
PAGE : 3
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 001853.30
=========
====================================================================================================================================
|( 1 ) 000403 |( 2 ) 000855 |( 3 ) 000132
|PRATT & SONS INC. |BRIDGECORP |HAROLD WARREN CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 604.18 19.000 EA | 450.00000 8550.00| 400.00000 7600.00| 1000.00000 19000.00
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0310 604.23 10.000 EA | 8.00000 80.00| 12.00000 120.00| 3.00000 30.00
STEP | | |
0320 604.2402 2.000 EA | 3820.00000 7640.00| 3500.00000 7000.00| 2200.00000 4400.00
BEHIND CURB CATCH BASIN | | |
0330 604.244 2.000 EA | 1715.00000 3430.00| 1250.00000 2500.00| 2800.00000 5600.00
CATCH BASIN TYPE F4 | | |
0340 604.247 1.000 EA | 1800.00000 1800.00| 1300.00000 1300.00| 3200.00000 3200.00
CATCH BASIN TYPE F5-C | | |
0350 604.262 1.000 EA | 2800.00000 2800.00| 1750.00000 1750.00| 3200.00000 3200.00
CATCH BASIN TYPE B5-C | | |
0360 605.09 1581.000 M | 122.00000 192882.00| 75.00000 118575.00| 130.00000 205530.00
150 MM UNDERDRAIN TYPE B | | |
0370 605.10 6.000 M | 97.00000 582.00| 55.00000 330.00| 120.00000 720.00
150 MM UNDERDRAIN OUTLET | | |
0380 605.11 1270.000 M | 140.00000 177800.00| 125.00000 158750.00| 150.00000 190500.00
300 MM UNDERDRAIN TYPE C | | |
0390 605.13 154.000 M | 163.00000 25102.00| 185.00000 28490.00| 160.00000 24640.00
450 MM UNDERDRAIN TYPE C | | |
0400 605.15 102.000 M | 166.00000 16932.00| 245.00000 24990.00| 180.00000 18360.00
600 MM UNDERDRAIN TYPE C | | |
0410 606.17 172.000 M | 54.00000 9288.00| 52.00000 8944.00| 55.00000 9460.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0420 606.22 14.000 M | 57.00000 798.00| 55.00000 770.00| 59.00000 826.00
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0430 606.265 10.000 EA | 41.00000 410.00| 42.00000 420.00| 45.00000 450.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0440 606.35 28.000 EA | 31.00000 868.00| 30.00000 840.00| 37.00000 1036.00
GUARDRAIL DELINEATOR POST | | |
0450 606.363 200.000 M | 4.50000 900.00| 5.00000 1000.00| 6.00000 1200.00
GUARDRAIL REMOVE AND DISPOSE | | |
0460 606.551 74.000 M | 72.00000 5328.00| 70.00000 5180.00| 70.00000 5180.00
GUARDRAIL TYPE 3-SINGLE RAIL WITH RUB | | |
RAIL | | |
0470 606.79 4.000 EA | 1785.00000 7140.00| 1750.00000 7000.00| 2000.00000 8000.00
GUARDRAIL 350 FLARED TERMINAL | | |
0480 607.163 100.000 M | 42.00000 4200.00| 41.50000 4150.00| 45.00000 4500.00
CHAIN LINK FENCE - 1.2 METER P.V.C. | | |
COATED | | |
LETTING DATE : 03/23/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/23/05
PAGE : 4
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 001853.30
=========
====================================================================================================================================
|( 1 ) 000403 |( 2 ) 000855 |( 3 ) 000132
|PRATT & SONS INC. |BRIDGECORP |HAROLD WARREN CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 607.35 8.000 EA | 175.00000 1400.00| 175.00000 1400.00| 250.00000 2000.00
BRACING ASSEMBLY CHAIN LINK FENCE PVC | | |
COATED COATED | | |
0500 609.111 49.000 M | 111.00000 5439.00| 135.00000 6615.00| 200.00000 9800.00
SPECIAL GRANITE CURB - 600 MM | | |
0510 609.31 3200.000 M | 20.00000 64000.00| 22.50000 72000.00| 20.00000 64000.00
CURB TYPE 3 | | |
0520 610.08 200.000 M3 | 94.00000 18800.00| 75.00000 15000.00| 80.00000 16000.00
PLAIN RIPRAP | | |
0530 610.16 100.000 M3 | 94.00000 9400.00| 145.00000 14500.00| 120.00000 12000.00
HEAVY RIPRAP | | |
0540 613.319 200.000 M2 | 2.00000 400.00| 1.50000 300.00| 6.00000 1200.00
EROSION CONTROL BLANKET | | |
0550 615.07 500.000 M3 | 55.00000 27500.00| 75.00000 37500.00| 40.00000 20000.00
LOAM | | |
0560 618.1301 86.000 UN | 31.00000 2666.00| 32.50000 2795.00| 30.00000 2580.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0570 618.1411 11.000 UN | 44.00000 484.00| 55.00000 605.00| 50.00000 550.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0580 619.1201 97.000 UN | 9.00000 873.00| 11.00000 1067.00| 15.00000 1455.00
MULCH - PLAN QUANTITY | | |
0590 620.58 250.000 M2 | 2.30000 575.00| 2.50000 625.00| 6.00000 1500.00
EROSION CONTROL GEOTEXTILE | | |
0600 621.025 18.000 EA | 73.00000 1314.00| 75.00000 1350.00| 80.00000 1440.00
EVERGREEN TREES (900 MM - 1200 MM) | | |
GROUP A | | |
0610 621.026 6.000 EA | 88.00000 528.00| 105.00000 630.00| 95.00000 570.00
EVERGREEN TREES (900 MM - 1200 MM) | | |
GROUP B | | |
0620 621.027 3.000 EA | 88.00000 264.00| 110.00000 330.00| 95.00000 285.00
EVERGREEN TREES (900 MM - 1200 MM) | | |
GROUP C | | |
0630 621.032 6.000 EA | 135.00000 810.00| 145.00000 870.00| 130.00000 780.00
EVERGREEN TREES (1200 MM - 1500 MM) | | |
GROUP B | | |
0640 621.121 30.000 EA | 102.00000 3060.00| 105.00000 3150.00| 100.00000 3000.00
SMALL DECIDUOUS TREES (1500 MM - 1800 | | |
MM) GROUP B | | |
0650 621.126 18.000 EA | 109.00000 1962.00| 115.00000 2070.00| 108.00000 1944.00
SMALL DECIDUOUS TREES (1800 MM - 2400 | | |
MM) GROUP A | | |
LETTING DATE : 03/23/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/23/05
PAGE : 5
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 001853.30
=========
====================================================================================================================================
|( 1 ) 000403 |( 2 ) 000855 |( 3 ) 000132
|PRATT & SONS INC. |BRIDGECORP |HAROLD WARREN CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0660 621.267 18.000 EA | 326.00000 5868.00| 350.00000 6300.00| 350.00000 6300.00
LARGE DECIDUOUS TREE (45 MM - 50 MM | | |
CALIPER) GROUP A | | |
0670 621.389 42.000 EA | 43.00000 1806.00| 50.00000 2100.00| 50.00000 2100.00
DWARF EVERGREENS (375 MM - 450 MM) | | |
GROUP A | | |
0680 621.51 244.000 EA | 30.00000 7320.00| 35.00000 8540.00| 37.00000 9028.00
DECIDUOUS SHRUBS (375 MM - 450 MM) | | |
0690 621.547 24.000 EA | 38.00000 912.00| 45.00000 1080.00| 43.00000 1032.00
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP B | | |
0700 621.71 120.000 EA | 16.00000 1920.00| 17.50000 2100.00| 22.00000 2640.00
HERBACEOUS PERENNIALS GROUP A | | |
0710 621.80 LUMP| 2700.00000 2700.00| 3000.00000 3000.00| 4000.00000 4000.00
ESTABLISHMENT PERIOD | | |
0720 622.09 60.000 M | 56.00000 3360.00| 57.50000 3450.00| 54.00000 3240.00
TRANSPLANTING HEDGE | | |
0730 627.711 9500.000 M | 0.60000 5700.00| 0.45000 4275.00| 0.50000 4750.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0740 627.75 130.000 M2 | 14.50000 1885.00| 14.50000 1885.00| 12.00000 1560.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0750 627.78 10000.000 M | 0.40000 4000.00| 0.40000 4000.00| 0.75000 7500.00
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
0760 629.05 40.000 HR | 36.00000 1440.00| 45.00000 1800.00| 30.00000 1200.00
HAND LABOR, STRAIGHT TIME | | |
0770 631.10 20.000 HR | 40.00000 800.00| 60.00000 1200.00| 50.00000 1000.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0780 631.11 20.000 HR | 40.00000 800.00| 60.00000 1200.00| 10.00000 200.00
AIR TOOL (INCLUDING OPERATOR) | | |
0790 631.12 40.000 HR | 102.00000 4080.00| 135.00000 5400.00| 100.00000 4000.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0800 631.13 20.000 HR | 71.00000 1420.00| 125.00000 2500.00| 80.00000 1600.00
BULLDOZER (INCLUDING OPERATOR) | | |
0810 631.14 20.000 HR | 205.00000 4100.00| 135.00000 2700.00| 90.00000 1800.00
GRADER (INCLUDING OPERATOR) | | |
0820 631.15 20.000 HR | 96.00000 1920.00| 90.00000 1800.00| 60.00000 1200.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
LETTING DATE : 03/23/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/23/05
PAGE : 6
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 001853.30
=========
====================================================================================================================================
|( 1 ) 000403 |( 2 ) 000855 |( 3 ) 000132
|PRATT & SONS INC. |BRIDGECORP |HAROLD WARREN CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0830 631.172 40.000 HR | 54.00000 2160.00| 65.00000 2600.00| 50.00000 2000.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0840 631.18 10.000 HR | 39.00000 390.00| 75.00000 750.00| 40.00000 400.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0850 631.20 20.000 HR | 125.00000 2500.00| 250.00000 5000.00| 150.00000 3000.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0860 631.32 20.000 HR | 190.00000 3800.00| 300.00000 6000.00| 150.00000 3000.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0870 631.36 20.000 HR | 45.00000 900.00| 55.00000 1100.00| 40.00000 800.00
FOREPERSON | | |
0880 635.14 110.000 M2 | 900.00000 99000.00| 525.00000 57750.00| 550.00000 60500.00
PREFABRICATED CONCRETE MODULAR GRAVITY | | |
WALL | | |
0890 635.31 110.000 M2 | 560.00000 61600.00| 725.00000 79750.00| 550.00000 60500.00
PREFABRICATED CONCRETE BLOCK GRAVITY | | |
WALL | | |
0900 637.071 LUMP| 8000.00000 8000.00| 50000.00000 50000.00| 20000.00000 20000.00
DUST CONTROL | | |
0910 639.18 1.000 EA | 12000.00000 12000.00| 10000.00000 10000.00| 12000.00000 12000.00
FIELD OFFICE TYPE A | | |
0920 639.21 LUMP| 12000.00000 12000.00| 5500.00000 5500.00| 12000.00000 12000.00
TESTING FACILITIES SOILS | | |
0930 642.15 1.000 EA | 2900.00000 2900.00| 1000.00000 1000.00| 2500.00000 2500.00
PRECAST CONCRETE STEPS | | |
0940 652.31 20.000 EA | 58.00000 1160.00| 100.00000 2000.00| 80.00000 1600.00
TYPE I BARRICADE | | |
0950 652.311 10.000 EA | 58.00000 580.00| 75.00000 750.00| 80.00000 800.00
TYPE II BARRICADE | | |
0960 652.33 80.000 EA | 77.00000 6160.00| 65.00000 5200.00| 80.00000 6400.00
DRUM | | |
0970 652.34 100.000 EA | 19.00000 1900.00| 25.00000 2500.00| 20.00000 2000.00
CONE | | |
0980 652.35 80.000 M2 | 114.00000 9120.00| 125.00000 10000.00| 100.00000 8000.00
CONSTRUCTION SIGNS | | |
0990 652.361 160.000 LS | 45000.00000 45000.00| 150000.00000 150000.00| 20000.00000 20000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
1000 652.38 3000.000 HR | 20.00000 60000.00| 15.00000 45000.00| 16.00000 48000.00
FLAGGER | | |
1010 656.75 LUMP| 14000.00000 14000.00| 25000.00000 25000.00| 40000.00000 40000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
LETTING DATE : 03/23/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/23/05
PAGE : 7
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 001853.30
=========
====================================================================================================================================
|( 1 ) 000403 |( 2 ) 000855 |( 3 ) 000132
|PRATT & SONS INC. |BRIDGECORP |HAROLD WARREN CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1020 658.20 20.000 M2 | 18.00000 360.00| 17.50000 350.00| 25.00000 500.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
1030 659.10 LUMP| 332000.00000 332000.00| 575000.00000 575000.00| 500000.00000 500000.00
MOBILIZATION | | |
1040 660.21 3000.000 HR | 3.00000 9000.00| 1.00000 3000.00| 2.00000 6000.00
ON-THE-JOB TRAINING (BID) | | |
1050 801.16 31.000 M | 227.00000 7037.00| 85.00000 2635.00| 160.00000 4960.00
150 MM PVC SANITARY SEWER | | |
1060 803.01 10.000 EA | 163.00000 1630.00| 200.00000 2000.00| 200.00000 2000.00
TEST PITS | | |
1070 803.16 2.000 EA | 4900.00000 9800.00| 2250.00000 4500.00| 4000.00000 8000.00
1.2 M DIAMETER PRECAST SEWER MANHOLE | | |
1080 822.321 15.000 M | 455.00000 6825.00| 300.00000 4500.00| 200.00000 3000.00
100 MM CLASS 52 DI PIPE | | |
1090 822.33 105.000 M | 233.00000 24465.00| 290.00000 30450.00| 210.00000 22050.00
150 MM CLASS 52 DI PIPE | | |
1100 822.34 145.000 M | 183.00000 26535.00| 175.00000 25375.00| 220.00000 31900.00
200 MM CLASS 52 DI PIPE | | |
1110 822.36 1540.000 M | 178.00000 274120.00| 135.00000 207900.00| 230.00000 354200.00
300 MM CLASS 52 DI PIPE | | |
1120 823.311 10.000 EA | 1600.00000 16000.00| 1650.00000 16500.00| 1050.00000 10500.00
300MM GATE VALVE WITH BOX | | |
1130 823.3251 5.000 EA | 900.00000 4500.00| 1175.00000 5875.00| 850.00000 4250.00
200MM GATE VALVE WITH BOX | | |
1140 823.3253 1.000 EA | 4200.00000 4200.00| 5000.00000 5000.00| 3500.00000 3500.00
TAPPING SLEEVE & GATE VALVE WITH BOX | | |
1150 823.331 3.000 EA | 850.00000 2550.00| 700.00000 2100.00| 600.00000 1800.00
150 MM GATE VALVE | | |
1160 823.3351 1.000 EA | 580.00000 580.00| 350.00000 350.00| 500.00000 500.00
100MM GATE VALVE WITH BOX | | |
1170 824.30 8.000 EA | 5500.00000 44000.00| 3500.00000 28000.00| 4000.00000 32000.00
FIRE HYDRANTS | | |
1180 825.311 55.000 EA | 160.00000 8800.00| 125.00000 6875.00| 250.00000 13750.00
19 MM CORPORATION | | |
1190 825.312 55.000 EA | 140.00000 7700.00| 175.00000 9625.00| 250.00000 13750.00
19 MM CURB STOP | | |
1200 825.33 10.000 EA | 170.00000 1700.00| 150.00000 1500.00| 275.00000 2750.00
25 MM CORPORATION | | |
1210 825.331 10.000 EA | 160.00000 1600.00| 225.00000 2250.00| 275.00000 2750.00
25 MM CURB STOP | | |
1220 825.41 665.000 M | 100.00000 66500.00| 150.00000 99750.00| 160.00000 106400.00
19 MM COPPER SERVICE | | |
LETTING DATE : 03/23/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/23/05
PAGE : 8
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 001853.30
=========
====================================================================================================================================
|( 1 ) 000403 |( 2 ) 000855 |( 3 ) 000132
|PRATT & SONS INC. |BRIDGECORP |HAROLD WARREN CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1230 825.43 121.000 M | 108.00000 13068.00| 160.00000 19360.00| 180.00000 21780.00
25 MM COPPER SERVICE | | |
1240 827.302 255.000 M3 | 25.00000 6375.00| 15.00000 3825.00| 30.00000 7650.00
UNSUITABLE MATERIAL EXCAVATION BELOW | | |
TRENCH GRADE - GRAVEL BEDDING MATERIAL | | |
SECTION TOTALS | $ 3,881,953.90| $ 4,167,511.00| $ 4,325,053.90
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 3,881,953.90| $ 4,167,511.00| $ 4,325,053.90
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