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LETTING DATE : 09/20/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/20/06
PAGE : 1
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 008822.00 COMPLETION DATE : 06/15/08
=========
PROJECT(S): STP-8822(00)X LOCATION(S): SO. PORTLAND, HIGHWAY IMPROVEMENTSNE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : SO. PORTLAND, HIGHWAY IMPROVEMENTS. NOTARY PUBLIC
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 000079 R J GRONDIN & SONS, INC. $ 3,846,213.20 100.0000%
2 001094 K & K EXCAVATION, INC. $ 4,293,704.20 111.6346%
3 000403 PRATT & SONS, INC. $ 4,414,518.00 114.7757%
4 000855 BRIDGECORP $ 4,686,427.67 121.8452%
====================================================================================================================================
|( 1 ) 000079 |( 2 ) 001094 |( 3 ) 000403
|R J GRONDIN & SONS, INC. |K & K EXCAVATION, 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 4.000 EA | 750.00000 3000.00| 325.00000 1300.00| 1000.00000 4000.00
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 5.000 EA | 950.00000 4750.00| 275.00000 1375.00| 300.00000 1500.00
REMOVING STUMP | | |
0030 202.15 8.000 EA | 450.00000 3600.00| 500.00000 4000.00| 400.00000 3200.00
REMOVING MANHOLE OR CATCH BASIN | | |
0040 202.202 6650.000 M2 | 4.08000 27132.00| 4.08000 27132.00| 5.00000 33250.00
REMOVING PAVEMENT SURFACE | | |
0050 202.203 730.000 M2 | 31.39000 22914.70| 31.39000 22914.70| 33.00000 24090.00
PAVEMENT BUTT JOINTS | | |
0060 203.2001 12200.000 M3 | 13.00000 158600.00| 32.00000 390400.00| 18.00000 219600.00
COMMON EXCAVATION - PLAN QUANTITY | | |
0070 203.2312 LUMP | 3500.00000 3500.00| 10000.00000 10000.00| 2500.00000 2500.00
HEALTH AND SAFETY PLAN | | |
0080 203.2333 50.000 MG | 70.00000 3500.00| 140.00000 7000.00| 195.00000 9750.00
DISPOSAL OF SPECIAL EXCAVATION | | |
0090 203.25 215.000 M3 | 15.00000 3225.00| 23.00000 4945.00| 34.00000 7310.00
GRANULAR BORROW | | |
0100 206.061 125.000 M3 | 14.00000 1750.00| 30.00000 3750.00| 34.00000 4250.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0110 304.104 11800.000 M3 | 20.00000 236000.00| 23.00000 271400.00| 40.00000 472000.00
AGGREGATE SUBBASE COURSE - GRAVEL (PLAN | | |
QUANTITY) | | |
LETTING DATE : 09/20/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/20/06
PAGE : 2
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 008822.00
=========
====================================================================================================================================
|( 1 ) 000079 |( 2 ) 001094 |( 3 ) 000403
|R J GRONDIN & SONS, INC. |K & K EXCAVATION, INC. |PRATT & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0120 403.207 6200.000 MG | 85.00000 527000.00| 71.88000 445656.00| 71.88000 445656.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0130 403.208 3650.000 MG | 68.92000 251558.00| 68.92000 251558.00| 68.92000 251558.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0140 403.209 1150.000 MG | 112.75000 129662.50| 112.74000 129651.00| 112.74000 129651.00
HOT MIX ASPHALT 9.5 MM (SIDEWALKS, | | |
DRIVES, INCIDENTALS) | | |
0150 403.211 560.000 MG | 82.00000 45920.00| 81.90000 45864.00| 81.90000 45864.00
HOT MIX ASPHALT (SHIM) | | |
0160 409.15 5900.000 L | 3.35000 19765.00| 2.78000 16402.00| 2.78000 16402.00
BITUMINOUS TACK COAT APPLIED | | |
0170 602.303 LUMP | 5000.00000 5000.00| 8000.00000 8000.00| 4400.00000 4400.00
FLOWABLE CONCRETE FILL | | |
0180 603.155 34.000 M | 225.00000 7650.00| 175.00000 5950.00| 280.00000 9520.00
300 MM RCP CLASS III | | |
0190 603.159 232.000 M | 110.00000 25520.00| 150.00000 34800.00| 150.00000 34800.00
300 MM CULVERT PIPE OPTION III | | |
0200 603.169 5.000 M | 230.00000 1150.00| 200.00000 1000.00| 350.00000 1750.00
375 MM CULVERT PIPE OPTION III | | |
0210 603.175 35.000 M | 150.00000 5250.00| 315.00000 11025.00| 290.00000 10150.00
450 MM RCP CLASS III | | |
0220 603.179 205.000 M | 136.00000 27880.00| 145.00000 29725.00| 225.00000 46125.00
450 MM CULVERT PIPE OPTION III | | |
0230 603.195 74.000 M | 210.00000 15540.00| 460.00000 34040.00| 330.00000 24420.00
600 MM RCP CLASS III | | |
0240 603.205 7.000 M | 550.00000 3850.00| 500.00000 3500.00| 350.00000 2450.00
750 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0250 603.209 22.000 M | 230.00000 5060.00| 315.00000 6930.00| 300.00000 6600.00
750 MM CULVERT PIPE OPTION III | | |
0260 603.215 80.000 M | 275.00000 22000.00| 615.00000 49200.00| 450.00000 36000.00
900 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0270 603.235 96.000 M | 340.00000 32640.00| 625.00000 60000.00| 500.00000 48000.00
1200 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0280 603.275 82.000 M | 625.00000 51250.00| 900.00000 73800.00| 820.00000 67240.00
1800 MM RCP CLASS III | | |
0290 603.76 2.000 EA | 500.00000 1000.00| 425.00000 850.00| 430.00000 860.00
300 MM INLET GRATE UNIT | | |
0300 604.072 36.000 EA | 1920.00000 69120.00| 2600.00000 93600.00| 3300.00000 118800.00
CATCH BASIN TYPE A1-C | | |
LETTING DATE : 09/20/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/20/06
PAGE : 3
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 008822.00
=========
====================================================================================================================================
|( 1 ) 000079 |( 2 ) 001094 |( 3 ) 000403
|R J GRONDIN & SONS, INC. |K & K EXCAVATION, INC. |PRATT & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0310 604.076 3.000 EA | 2300.00000 6900.00| 3250.00000 9750.00| 3800.00000 11400.00
1500 MM CATCH BASIN TYPE A1-C | | |
0320 604.092 4.000 EA | 1550.00000 6200.00| 2500.00000 10000.00| 2300.00000 9200.00
CATCH BASIN TYPE B1-C | | |
0330 604.096 2.000 EA | 2100.00000 4200.00| 3000.00000 6000.00| 3900.00000 7800.00
1500 MM CATCH BASIN TYPE B1-C | | |
0340 604.15 14.000 EA | 1275.00000 17850.00| 2500.00000 35000.00| 2400.00000 33600.00
MANHOLE | | |
0350 604.153 3.000 EA | 2850.00000 8550.00| 3300.00000 9900.00| 3700.00000 11100.00
1500 MM MANHOLE | | |
0360 604.1552 1.000 EA | 18750.00000 18750.00| 35000.00000 35000.00| 23200.00000 23200.00
PRECAST CONCRETE TANK | | |
0370 604.156 2.000 EA | 5130.00000 10260.00| 8500.00000 17000.00| 10500.00000 21000.00
2400 MM MANHOLE | | |
0380 604.16 3.000 EA | 425.00000 1275.00| 750.00000 2250.00| 950.00000 2850.00
ALTERING CATCH BASIN TO MANHOLES | | |
0390 604.17 1.000 EA | 500.00000 500.00| 750.00000 750.00| 900.00000 900.00
ALTERING MANHOLES TO CATCH BASINS | | |
0400 604.171 1.000 EA | 1400.00000 1400.00| 750.00000 750.00| 1000.00000 1000.00
ALTER MANHOLE | | |
0410 604.18 8.000 EA | 425.00000 3400.00| 525.00000 4200.00| 650.00000 5200.00
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0420 604.182 2.000 EA | 165.00000 330.00| 500.00000 1000.00| 145.00000 290.00
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0430 604.2403 8.000 EA | 1100.00000 8800.00| 1500.00000 12000.00| 2600.00000 20800.00
CATCH BASIN INLET ASSEMBLY | | |
0440 604.248 1.000 EA | 1540.00000 1540.00| 1500.00000 1500.00| 2100.00000 2100.00
CATCH BASIN TYPE F6 | | |
0450 604.252 3.000 EA | 1450.00000 4350.00| 3000.00000 9000.00| 3250.00000 9750.00
CATCH BASIN TYPE A5-C | | |
0460 605.09 290.000 M | 40.00000 11600.00| 70.00000 20300.00| 135.00000 39150.00
150 MM UNDERDRAIN TYPE B | | |
0470 605.11 720.000 M | 72.00000 51840.00| 110.00000 79200.00| 170.00000 122400.00
300 MM UNDERDRAIN TYPE C | | |
0480 605.13 210.000 M | 135.00000 28350.00| 130.00000 27300.00| 220.00000 46200.00
450 MM UNDERDRAIN TYPE C | | |
0490 605.15 110.000 M | 168.00000 18480.00| 180.00000 19800.00| 265.00000 29150.00
600 MM UNDERDRAIN TYPE C | | |
0500 605.17 57.000 M | 250.00000 14250.00| 210.00000 11970.00| 345.00000 19665.00
750 MM UNDERDRAIN TYPE C | | |
LETTING DATE : 09/20/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/20/06
PAGE : 4
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 008822.00
=========
====================================================================================================================================
|( 1 ) 000079 |( 2 ) 001094 |( 3 ) 000403
|R J GRONDIN & SONS, INC. |K & K EXCAVATION, INC. |PRATT & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0510 608.253 59.000 M2 | 180.00000 10620.00| 800.00000 47200.00| 750.00000 44250.00
MASONRY PAVER WITH TRUNCATED DOME | | |
0520 609.11 2100.000 M | 83.50000 175350.00| 108.00000 226800.00| 70.00000 147000.00
VERTICAL CURB TYPE 1 | | |
0530 609.12 240.000 M | 120.00000 28800.00| 150.00000 36000.00| 88.00000 21120.00
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0540 609.234 90.000 EA | 110.00000 9900.00| 200.00000 18000.00| 180.00000 16200.00
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0550 609.237 8.000 EA | 185.00000 1480.00| 300.00000 2400.00| 215.00000 1720.00
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0560 609.2371 55.000 EA | 275.00000 15125.00| 525.00000 28875.00| 245.00000 13475.00
TERMINAL CURB TYPE 1- 2.1M - CIRCULAR | | |
0570 609.31 150.000 M | 18.00000 2700.00| 15.41000 2311.50| 40.00000 6000.00
CURB TYPE 3 | | |
0580 609.34 320.000 M | 75.00000 24000.00| 140.00000 44800.00| 60.00000 19200.00
CURB TYPE 5 | | |
0590 609.35 29.000 M | 240.00000 6960.00| 200.00000 5800.00| 315.00000 9135.00
CURB TYPE 5 - CIRCULAR | | |
0600 609.40 14.000 M | 50.00000 700.00| 110.00000 1540.00| 32.00000 448.00
RESET CURB TYPE 5 | | |
0610 609.441 400.000 M | 31.00000 12400.00| 50.00000 20000.00| 10.00000 4000.00
CURBING REMOVED AND STACKED | | |
0620 610.08 300.000 M3 | 35.00000 10500.00| 90.00000 27000.00| 66.00000 19800.00
PLAIN RIPRAP | | |
0630 615.07 630.000 M3 | 65.00000 40950.00| 35.00000 22050.00| 66.00000 41580.00
LOAM | | |
0640 618.1301 43.000 UN | 29.50000 1268.50| 18.75000 806.25| 21.00000 903.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0650 618.1401 40.000 UN | 20.00000 800.00| 18.75000 750.00| 21.00000 840.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0660 619.1201 190.000 UN | 5.00000 950.00| 12.00000 2280.00| 14.00000 2660.00
MULCH - PLAN QUANTITY | | |
0670 620.58 830.000 M2 | 2.25000 1867.50| 3.50000 2905.00| 2.50000 2075.00
EROSION CONTROL GEOTEXTILE | | |
0680 623.09 6.000 EA | 300.00000 1800.00| 1500.00000 9000.00| 1230.00000 7380.00
REMOVE AND RESET MONUMENT | | |
0690 626.11 7.000 EA | 275.00000 1925.00| 236.00000 1652.00| 256.00000 1792.00
PRECAST CONCRETE JUNCTION BOX:___ | | |
0700 626.22 190.000 M | 35.00000 6650.00| 32.50000 6175.00| 35.00000 6650.00
NON-METALLIC CONDUIT | | |
0710 626.31 4.000 EA | 500.00000 2000.00| 500.00000 2000.00| 524.00000 2096.00
450 MM FOUNDATION | | |
LETTING DATE : 09/20/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/20/06
PAGE : 5
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 008822.00
=========
====================================================================================================================================
|( 1 ) 000079 |( 2 ) 001094 |( 3 ) 000403
|R J GRONDIN & SONS, INC. |K & K EXCAVATION, INC. |PRATT & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0720 626.34 16.000 EA | 1500.00000 24000.00| 1550.00000 24800.00| 1700.00000 27200.00
SIGNAL POLE FOUNDATION | | |
0730 627.18 660.000 M | 1.50000 990.00| 1.50000 990.00| 1.70000 1122.00
300 MM SOLID WHITE PAVEMENT MARK LINE | | |
0740 627.711 1550.000 M | 0.50000 775.00| 0.50000 775.00| 0.60000 930.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0750 627.75 150.000 M2 | 21.50000 3225.00| 21.50000 3225.00| 24.00000 3600.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0760 627.76 LUMP | 3500.00000 3500.00| 2750.00000 2750.00| 2500.00000 2500.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0770 627.77 450.000 M2 | 16.00000 7200.00| 16.15000 7267.50| 18.00000 8100.00
REMOVING PAVEMENT MARKINGS | | |
0780 629.05 100.000 HR | 25.00000 2500.00| 30.00000 3000.00| 51.00000 5100.00
HAND LABOR, STRAIGHT TIME | | |
0790 631.10 20.000 HR | 20.00000 400.00| 40.00000 800.00| 56.00000 1120.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0800 631.11 20.000 HR | 27.00000 540.00| 40.00000 800.00| 56.00000 1120.00
AIR TOOL (INCLUDING OPERATOR) | | |
0810 631.12 50.000 HR | 115.00000 5750.00| 120.00000 6000.00| 115.00000 5750.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0820 631.14 25.000 HR | 80.00000 2000.00| 110.00000 2750.00| 220.00000 5500.00
GRADER (INCLUDING OPERATOR) | | |
0830 631.15 25.000 HR | 65.00000 1625.00| 75.00000 1875.00| 90.00000 2250.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0840 631.172 50.000 HR | 60.00000 3000.00| 60.00000 3000.00| 77.00000 3850.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0850 631.20 24.000 HR | 45.00000 1080.00| 120.00000 2880.00| 150.00000 3600.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0860 631.21 25.000 HR | 55.00000 1375.00| 80.00000 2000.00| 56.00000 1400.00
ROAD BROOM (INCLUDING OPERATORS AND | | |
HAULER) | | |
0870 631.22 24.000 HR | 75.00000 1800.00| 110.00000 2640.00| 100.00000 2400.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
0880 631.32 24.000 HR | 130.00000 3120.00| 175.00000 4200.00| 220.00000 5280.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0890 639.18 1.000 EA | 8500.00000 8500.00| 14000.00000 14000.00| 18000.00000 18000.00
FIELD OFFICE TYPE A | | |
LETTING DATE : 09/20/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/20/06
PAGE : 6
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 008822.00
=========
====================================================================================================================================
|( 1 ) 000079 |( 2 ) 001094 |( 3 ) 000403
|R J GRONDIN & SONS, INC. |K & K EXCAVATION, INC. |PRATT & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0900 643.71 LUMP | 45000.00000 45000.00| 22130.00000 22130.00| 24000.00000 24000.00
TRAFFIC SIGNAL MODIFICATION AT WESTERN | | |
AVE W/ GORHAM RD. | | |
0910 643.71 LUMP | 51000.00000 51000.00| 32573.00000 32573.00| 35400.00000 35400.00
TRAFFIC SIGNAL MODIFICATION AT WESTERN | | |
AVE. W/ FODEN RD. | | |
0920 643.86 10.000 EA | 500.00000 5000.00| 525.00000 5250.00| 570.00000 5700.00
TRAFFIC SIGNAL LOOP DETECTORS | | |
0930 643.91 4.000 EA | 6600.00000 26400.00| 6930.00000 27720.00| 7500.00000 30000.00
MAST ARM POLE | | |
0940 643.92 3.000 EA | 475.00000 1425.00| 500.00000 1500.00| 540.00000 1620.00
PEDESTAL POLE | | |
0950 643.93 12.000 EA | 4100.00000 49200.00| 4226.00000 50712.00| 4600.00000 55200.00
STRAIN POLE | | |
0960 645.106 42.000 EA | 50.00000 2100.00| 55.00000 2310.00| 55.00000 2310.00
DEMOUNT REGULATORY, WARNING, | | |
CONFIRMATION AND ROUTE MARKER ASSEMBLY | | |
SIGN | | |
0970 645.108 30.000 EA | 50.00000 1500.00| 55.00000 1650.00| 55.00000 1650.00
DEMOUNT POLE | | |
0980 645.116 37.000 EA | 165.00000 6105.00| 171.00000 6327.00| 185.00000 6845.00
REINSTALL REGULATORY, WARNING, | | |
CONFIRMATION AND ROUTE MARKER ASSEMBLY | | |
SIGN | | |
0990 645.1201 LUMP | 110000.00000 110000.00| 114400.00000 114400.00| 124000.00000 124000.00
SIGNAL TRUSS | | |
1000 645.280 1.000 EA | 125.00000 125.00| 95.00000 95.00| 103.00000 103.00
WOOD POST | | |
1010 645.292 44.000 M2 | 270.00000 11880.00| 283.00000 12452.00| 300.00000 13200.00
REGULATORY, WARNING, CONFIRMATION AND | | |
ROUTE MARKER ASSEMBLY SIGNS TYPE II | | |
1020 645.300 24.000 EA | 30.00000 720.00| 31.00000 744.00| 27.00000 648.00
U-CHANNEL POST | | |
1030 652.31 50.000 EA | 25.00000 1250.00| 100.00000 5000.00| 60.00000 3000.00
TYPE I BARRICADE | | |
1040 652.33 200.000 EA | 40.00000 8000.00| 50.00000 10000.00| 75.00000 15000.00
DRUM | | |
1050 652.34 100.000 EA | 13.00000 1300.00| 20.00000 2000.00| 21.00000 2100.00
CONE | | |
1060 652.35 80.000 M2 | 119.00000 9520.00| 100.00000 8000.00| 135.00000 10800.00
CONSTRUCTION SIGNS | | |
LETTING DATE : 09/20/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/20/06
PAGE : 7
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 008822.00
=========
====================================================================================================================================
|( 1 ) 000079 |( 2 ) 001094 |( 3 ) 000403
|R J GRONDIN & SONS, INC. |K & K EXCAVATION, INC. |PRATT & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
1070 652.361 120.000 LS | 15000.00000 15000.00| 35000.00000 35000.00| 12500.00000 12500.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
1080 652.38 3500.000 HR | 29.00000 101500.00| 17.50000 61250.00| 19.00000 66500.00
FLAGGER | | |
1090 652.381 450.000 HR | 60.00000 27000.00| 70.00000 31500.00| 60.00000 27000.00
UNIFORM TRAFFIC OFFICERS | | |
1100 652.41 4.000 EA | 8250.00000 33000.00| 11550.00000 46200.00| 14000.00000 56000.00
PORTABLE - CHANGEABLE MESSAGE SIGN | | |
1110 656.75 LUMP | 7000.00000 7000.00| 25000.00000 25000.00| 12500.00000 12500.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
1120 657.24 79.000 UN | 4.00000 316.00| 18.75000 1481.25| 15.00000 1185.00
SEEDING PITS | | |
1130 658.20 400.000 M2 | 14.00000 5600.00| 14.00000 5600.00| 16.00000 6400.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
1140 659.10 LUMP | 384000.00000 384000.00| 318050.00000 318050.00| 391500.00000 391500.00
MOBILIZATION | | |
1150 660.21 2000.000 HR | 1.00000 2000.00| 1.00000 2000.00| 1.00000 2000.00
ON-THE-JOB TRAINING (BID) | | |
1160 801.16 365.000 M | 245.00000 89425.00| 165.00000 60225.00| 165.00000 60225.00
150 MM PVC SANITARY SEWER | | |
1170 803.01 12.000 EA | 550.00000 6600.00| 350.00000 4200.00| 300.00000 3600.00
TEST PITS | | |
1180 812.162 30.000 EA | 525.00000 15750.00| 550.00000 16500.00| 420.00000 12600.00
ADJUST SEWER MANHOLE TO GRADE | | |
1190 822.3412 7.000 M | 475.00000 3325.00| 275.00000 1925.00| 420.00000 2940.00
200 MM PVC WATER MAIN | | |
1200 822.351 7.000 M | 290.00000 2030.00| 275.00000 1925.00| 600.00000 4200.00
250 MM PVC WATER MAIN | | |
1210 822.3621 LUMP | 9500.00000 9500.00| 5500.00000 5500.00| 4400.00000 4400.00
INSULATED FORCE MAIN IN CASING | | |
1220 822.3651 1100.000 M | 265.00000 291500.00| 230.00000 253000.00| 274.00000 301400.00
300 MM PVC WATER MAIN | | |
1230 823.31 5.000 EA | 2375.00000 11875.00| 2500.00000 12500.00| 4650.00000 23250.00
300 MM GATE VALVE | | |
1240 823.310 2.000 EA | 11580.00000 23160.00| 9000.00000 18000.00| 10500.00000 21000.00
300 MM INSERTABLE GATE VALVE | | |
1250 823.3211 1.000 EA | 11580.00000 11580.00| 9000.00000 9000.00| 10500.00000 10500.00
250 MM INSERTABLE GATE VALVE | | |
1260 823.3212 1.000 EA | 3020.00000 3020.00| 2500.00000 2500.00| 1500.00000 1500.00
250 MM MJ GATE VALVE | | |
LETTING DATE : 09/20/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/20/06
PAGE : 8
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 008822.00
=========
====================================================================================================================================
|( 1 ) 000079 |( 2 ) 001094 |( 3 ) 000403
|R J GRONDIN & SONS, INC. |K & K EXCAVATION, INC. |PRATT & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
1270 823.325 1.000 EA | 2630.00000 2630.00| 2000.00000 2000.00| 1100.00000 1100.00
200 MM GATE VALVE (MJ) | | |
1280 823.3254 1.000 EA | 5645.00000 5645.00| 4000.00000 4000.00| 3600.00000 3600.00
200 MM INSERTION VALVE | | |
1290 823.331 1.000 EA | 2504.00000 2504.00| 1500.00000 1500.00| 770.00000 770.00
150 MM GATE VALVE | | |
1300 823.341 2.000 EA | 575.00000 1150.00| 500.00000 1000.00| 1800.00000 3600.00
AIR RELEASE VALVE | | |
1310 824.30 5.000 EA | 3160.00000 15800.00| 3700.00000 18500.00| 3300.00000 16500.00
FIRE HYDRANTS | | |
1320 825.51 2.000 EA | 3575.00000 7150.00| 3000.00000 6000.00| 4200.00000 8400.00
250 MM WATER SERVICE - RECONNECT | | |
1330 825.52 1.000 EA | 4500.00000 4500.00| 3000.00000 3000.00| 3900.00000 3900.00
200 MM WATER SERVICE - RECONNECT | | |
1340 825.53 10.000 EA | 4500.00000 45000.00| 3000.00000 30000.00| 2500.00000 25000.00
150 MM WATER SERVICE - RECONNECT | | |
1350 825.54 1.000 EA | 1875.00000 1875.00| 3000.00000 3000.00| 3000.00000 3000.00
100 MM WATER SERVICE - RECONNECT | | |
1360 825.55 3.000 EA | 1835.00000 5505.00| 3000.00000 9000.00| 1700.00000 5100.00
50 MM WATER SERVICE - RECONNECT | | |
1370 825.56 3.000 EA | 2100.00000 6300.00| 3000.00000 9000.00| 1600.00000 4800.00
40 MM WATER SERVICE - RECONNECT | | |
1380 825.57 3.000 EA | 1200.00000 3600.00| 3000.00000 9000.00| 1500.00000 4500.00
25 MM WATER SERVICE - RECONNECT | | |
1390 827.10 500.000 M3 | 12.00000 6000.00| 50.00000 25000.00| 18.00000 9000.00
BELOW GRADE BACKFILL - PIPE | | |
1400 827.302 115.000 M3 | 14.00000 1610.00| 30.00000 3450.00| 35.00000 4025.00
UNSUITABLE MATERIAL EXCAVATION BELOW | | |
TRENCH GRADE - GRAVEL BEDDING MATERIAL | | |
1410 827.304 15.000 M3 | 100.00000 1500.00| 300.00000 4500.00| 190.00000 2850.00
TRENCH ROCK EXCAVATION | | |
SECTION TOTALS | $ 3,846,213.20| $ 4,293,704.20| $ 4,414,518.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 3,846,213.20| $ 4,293,704.20| $ 4,414,518.00
====================================================================================================================================
LETTING DATE : 09/20/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/20/06
PAGE : 9
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 008822.00
=========
====================================================================================================================================
|( 4 ) 000855 |( ) |( )
|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 4.000 EA | 770.00000 3080.00| |
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 5.000 EA | 577.50000 2887.50| |
REMOVING STUMP | | |
0030 202.15 8.000 EA | 577.50000 4620.00| |
REMOVING MANHOLE OR CATCH BASIN | | |
0040 202.202 6650.000 M2 | 4.08000 27132.00| |
REMOVING PAVEMENT SURFACE | | |
0050 202.203 730.000 M2 | 31.39000 22914.70| |
PAVEMENT BUTT JOINTS | | |
0060 203.2001 12200.000 M3 | 14.32000 174704.00| |
COMMON EXCAVATION - PLAN QUANTITY | | |
0070 203.2312 LUMP | 13084.99000 13084.99| |
HEALTH AND SAFETY PLAN | | |
0080 203.2333 50.000 MG | 173.25000 8662.50| |
DISPOSAL OF SPECIAL EXCAVATION | | |
0090 203.25 215.000 M3 | 40.81000 8774.15| |
GRANULAR BORROW | | |
0100 206.061 125.000 M3 | 82.20000 10275.00| |
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0110 304.104 11800.000 M3 | 35.24000 415832.00| |
AGGREGATE SUBBASE COURSE - GRAVEL (PLAN | | |
QUANTITY) | | |
0120 403.207 6200.000 MG | 71.88000 445656.00| |
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0130 403.208 3650.000 MG | 68.92000 251558.00| |
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0140 403.209 1150.000 MG | 112.74000 129651.00| |
HOT MIX ASPHALT 9.5 MM (SIDEWALKS, | | |
DRIVES, INCIDENTALS) | | |
0150 403.211 560.000 MG | 81.90000 45864.00| |
HOT MIX ASPHALT (SHIM) | | |
0160 409.15 5900.000 L | 2.78000 16402.00| |
BITUMINOUS TACK COAT APPLIED | | |
0170 602.303 LUMP | 12284.00000 12284.00| |
FLOWABLE CONCRETE FILL | | |
0180 603.155 34.000 M | 387.52000 13175.68| |
300 MM RCP CLASS III | | |
LETTING DATE : 09/20/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/20/06
PAGE : 10
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 008822.00
=========
====================================================================================================================================
|( 4 ) 000855 |( ) |( )
|BRIDGECORP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0190 603.159 232.000 M | 122.40000 28396.80| |
300 MM CULVERT PIPE OPTION III | | |
0200 603.169 5.000 M | 113.77000 568.85| |
375 MM CULVERT PIPE OPTION III | | |
0210 603.175 35.000 M | 437.92000 15327.20| |
450 MM RCP CLASS III | | |
0220 603.179 205.000 M | 117.44000 24075.20| |
450 MM CULVERT PIPE OPTION III | | |
0230 603.195 74.000 M | 265.33000 19634.42| |
600 MM RCP CLASS III | | |
0240 603.205 7.000 M | 634.53000 4441.71| |
750 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0250 603.209 22.000 M | 243.64000 5360.08| |
750 MM CULVERT PIPE OPTION III | | |
0260 603.215 80.000 M | 312.51000 25000.80| |
900 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0270 603.235 96.000 M | 481.42000 46216.32| |
1200 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0280 603.275 82.000 M | 715.91000 58704.62| |
1800 MM RCP CLASS III | | |
0290 603.76 2.000 EA | 433.12000 866.24| |
300 MM INLET GRATE UNIT | | |
0300 604.072 36.000 EA | 3477.14000 125177.04| |
CATCH BASIN TYPE A1-C | | |
0310 604.076 3.000 EA | 4786.00000 14358.00| |
1500 MM CATCH BASIN TYPE A1-C | | |
0320 604.092 4.000 EA | 3241.70000 12966.80| |
CATCH BASIN TYPE B1-C | | |
0330 604.096 2.000 EA | 4559.23000 9118.46| |
1500 MM CATCH BASIN TYPE B1-C | | |
0340 604.15 14.000 EA | 2775.59000 38858.26| |
MANHOLE | | |
0350 604.153 3.000 EA | 3555.04000 10665.12| |
1500 MM MANHOLE | | |
0360 604.1552 1.000 EA | 27680.86000 27680.86| |
PRECAST CONCRETE TANK | | |
0370 604.156 2.000 EA | 7733.82000 15467.64| |
2400 MM MANHOLE | | |
LETTING DATE : 09/20/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/20/06
PAGE : 11
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 008822.00
=========
====================================================================================================================================
|( 4 ) 000855 |( ) |( )
|BRIDGECORP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0380 604.16 3.000 EA | 790.08000 2370.24| |
ALTERING CATCH BASIN TO MANHOLES | | |
0390 604.17 1.000 EA | 831.66000 831.66| |
ALTERING MANHOLES TO CATCH BASINS | | |
0400 604.171 1.000 EA | 1424.25000 1424.25| |
ALTER MANHOLE | | |
0410 604.18 8.000 EA | 489.78000 3918.24| |
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0420 604.182 2.000 EA | 404.25000 808.50| |
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0430 604.2403 8.000 EA | 1723.09000 13784.72| |
CATCH BASIN INLET ASSEMBLY | | |
0440 604.248 1.000 EA | 2513.22000 2513.22| |
CATCH BASIN TYPE F6 | | |
0450 604.252 3.000 EA | 2973.37000 8920.11| |
CATCH BASIN TYPE A5-C | | |
0460 605.09 290.000 M | 131.69000 38190.10| |
150 MM UNDERDRAIN TYPE B | | |
0470 605.11 720.000 M | 148.96000 107251.20| |
300 MM UNDERDRAIN TYPE C | | |
0480 605.13 210.000 M | 176.80000 37128.00| |
450 MM UNDERDRAIN TYPE C | | |
0490 605.15 110.000 M | 206.78000 22745.80| |
600 MM UNDERDRAIN TYPE C | | |
0500 605.17 57.000 M | 279.58000 15936.06| |
750 MM UNDERDRAIN TYPE C | | |
0510 608.253 59.000 M2 | 550.00000 32450.00| |
MASONRY PAVER WITH TRUNCATED DOME | | |
0520 609.11 2100.000 M | 75.77000 159117.00| |
VERTICAL CURB TYPE 1 | | |
0530 609.12 240.000 M | 103.53000 24847.20| |
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0540 609.234 90.000 EA | 104.35000 9391.50| |
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0550 609.237 8.000 EA | 188.04000 1504.32| |
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0560 609.2371 55.000 EA | 236.26000 12994.30| |
TERMINAL CURB TYPE 1- 2.1M - CIRCULAR | | |
0570 609.31 150.000 M | 29.05000 4357.50| |
CURB TYPE 3 | | |
LETTING DATE : 09/20/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/20/06
PAGE : 12
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 008822.00
=========
====================================================================================================================================
|( 4 ) 000855 |( ) |( )
|BRIDGECORP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0580 609.34 320.000 M | 74.22000 23750.40| |
CURB TYPE 5 | | |
0590 609.35 29.000 M | 238.04000 6903.16| |
CURB TYPE 5 - CIRCULAR | | |
0600 609.40 14.000 M | 39.57000 553.98| |
RESET CURB TYPE 5 | | |
0610 609.441 400.000 M | 48.42000 19368.00| |
CURBING REMOVED AND STACKED | | |
0620 610.08 300.000 M3 | 64.35000 19305.00| |
PLAIN RIPRAP | | |
0630 615.07 630.000 M3 | 71.79000 45227.70| |
LOAM | | |
0640 618.1301 43.000 UN | 20.62000 886.66| |
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0650 618.1401 40.000 UN | 20.62000 824.80| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0660 619.1201 190.000 UN | 13.20000 2508.00| |
MULCH - PLAN QUANTITY | | |
0670 620.58 830.000 M2 | 1.31000 1087.30| |
EROSION CONTROL GEOTEXTILE | | |
0680 623.09 6.000 EA | 1732.50000 10395.00| |
REMOVE AND RESET MONUMENT | | |
0690 626.11 7.000 EA | 247.50000 1732.50| |
PRECAST CONCRETE JUNCTION BOX:___ | | |
0700 626.22 190.000 M | 34.10000 6479.00| |
NON-METALLIC CONDUIT | | |
0710 626.31 4.000 EA | 522.50000 2090.00| |
450 MM FOUNDATION | | |
0720 626.34 16.000 EA | 1622.50000 25960.00| |
SIGNAL POLE FOUNDATION | | |
0730 627.18 660.000 M | 1.65000 1089.00| |
300 MM SOLID WHITE PAVEMENT MARK LINE | | |
0740 627.711 1550.000 M | 0.55000 852.50| |
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0750 627.75 150.000 M2 | 23.65000 3547.50| |
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0760 627.76 LUMP | 7767.36000 7767.36| |
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
LETTING DATE : 09/20/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/20/06
PAGE : 13
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 008822.00
=========
====================================================================================================================================
|( 4 ) 000855 |( ) |( )
|BRIDGECORP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0770 627.77 450.000 M2 | 17.76000 7992.00| |
REMOVING PAVEMENT MARKINGS | | |
0780 629.05 100.000 HR | 51.97000 5197.00| |
HAND LABOR, STRAIGHT TIME | | |
0790 631.10 20.000 HR | 69.30000 1386.00| |
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0800 631.11 20.000 HR | 69.30000 1386.00| |
AIR TOOL (INCLUDING OPERATOR) | | |
0810 631.12 50.000 HR | 155.92000 7796.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0820 631.14 25.000 HR | 155.92000 3898.00| |
GRADER (INCLUDING OPERATOR) | | |
0830 631.15 25.000 HR | 86.62000 2165.50| |
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR) | | |
0840 631.172 50.000 HR | 75.07000 3753.50| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0850 631.20 24.000 HR | 288.75000 6930.00| |
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0860 631.21 25.000 HR | 115.50000 2887.50| |
ROAD BROOM (INCLUDING OPERATORS AND | | |
HAULER) | | |
0870 631.22 24.000 HR | 144.37000 3464.88| |
FRONT END LOADER (INCLUDING OPERATOR) | | |
0880 631.32 24.000 HR | 346.50000 8316.00| |
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0890 639.18 1.000 EA | 19704.27000 19704.27| |
FIELD OFFICE TYPE A | | |
0900 643.71 LUMP | 23183.60000 23183.60| |
TRAFFIC SIGNAL MODIFICATION AT WESTERN | | |
AVE W/ GORHAM RD. | | |
0910 643.71 LUMP | 34086.80000 34086.80| |
TRAFFIC SIGNAL MODIFICATION AT WESTERN | | |
AVE. W/ FODEN RD. | | |
0920 643.86 10.000 EA | 550.00000 5500.00| |
TRAFFIC SIGNAL LOOP DETECTORS | | |
0930 643.91 4.000 EA | 7260.00000 29040.00| |
MAST ARM POLE | | |
0940 643.92 3.000 EA | 522.50000 1567.50| |
PEDESTAL POLE | | |
LETTING DATE : 09/20/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/20/06
PAGE : 14
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 008822.00
=========
====================================================================================================================================
|( 4 ) 000855 |( ) |( )
|BRIDGECORP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0950 643.93 12.000 EA | 4427.50000 53130.00| |
STRAIN POLE | | |
0960 645.106 42.000 EA | 55.00000 2310.00| |
DEMOUNT REGULATORY, WARNING, | | |
CONFIRMATION AND ROUTE MARKER ASSEMBLY | | |
SIGN | | |
0970 645.108 30.000 EA | 55.00000 1650.00| |
DEMOUNT POLE | | |
0980 645.116 37.000 EA | 179.02000 6623.74| |
REINSTALL REGULATORY, WARNING, | | |
CONFIRMATION AND ROUTE MARKER ASSEMBLY | | |
SIGN | | |
0990 645.1201 LUMP | 119845.00000 119845.00| |
SIGNAL TRUSS | | |
1000 645.280 1.000 EA | 99.00000 99.00| |
WOOD POST | | |
1010 645.292 44.000 M2 | 295.90000 13019.60| |
REGULATORY, WARNING, CONFIRMATION AND | | |
ROUTE MARKER ASSEMBLY SIGNS TYPE II | | |
1020 645.300 24.000 EA | 42.48000 1019.52| |
U-CHANNEL POST | | |
1030 652.31 50.000 EA | 115.50000 5775.00| |
TYPE I BARRICADE | | |
1040 652.33 200.000 EA | 55.00000 11000.00| |
DRUM | | |
1050 652.34 100.000 EA | 18.61000 1861.00| |
CONE | | |
1060 652.35 80.000 M2 | 152.55000 12204.00| |
CONSTRUCTION SIGNS | | |
1070 652.361 120.000 LS | 177838.34000 177838.34| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
1080 652.38 3500.000 HR | 17.05000 59675.00| |
FLAGGER | | |
1090 652.381 450.000 HR | 49.11000 22099.50| |
UNIFORM TRAFFIC OFFICERS | | |
1100 652.41 4.000 EA | 10291.04000 41164.16| |
PORTABLE - CHANGEABLE MESSAGE SIGN | | |
1110 656.75 LUMP | 25843.09000 25843.09| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
1120 657.24 79.000 UN | 20.62000 1628.98| |
SEEDING PITS | | |
LETTING DATE : 09/20/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/20/06
PAGE : 15
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 008822.00
=========
====================================================================================================================================
|( 4 ) 000855 |( ) |( )
|BRIDGECORP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
1130 658.20 400.000 M2 | 15.40000 6160.00| |
ACRYLIC LATEX COLOR FINISH, GREEN | | |
1140 659.10 LUMP | 551000.00000 551000.00| |
MOBILIZATION | | |
1150 660.21 2000.000 HR | 1.15000 2300.00| |
ON-THE-JOB TRAINING (BID) | | |
1160 801.16 365.000 M | 174.26000 63604.90| |
150 MM PVC SANITARY SEWER | | |
1170 803.01 12.000 EA | 1048.61000 12583.32| |
TEST PITS | | |
1180 812.162 30.000 EA | 520.52000 15615.60| |
ADJUST SEWER MANHOLE TO GRADE | | |
1190 822.3412 7.000 M | 1044.61000 7312.27| |
200 MM PVC WATER MAIN | | |
1200 822.351 7.000 M | 1329.08000 9303.56| |
250 MM PVC WATER MAIN | | |
1210 822.3621 LUMP | 8136.00000 8136.00| |
INSULATED FORCE MAIN IN CASING | | |
1220 822.3651 1100.000 M | 285.10000 313610.00| |
300 MM PVC WATER MAIN | | |
1230 823.31 5.000 EA | 3938.21000 19691.05| |
300 MM GATE VALVE | | |
1240 823.310 2.000 EA | 12538.23000 25076.46| |
300 MM INSERTABLE GATE VALVE | | |
1250 823.3211 1.000 EA | 12589.88000 12589.88| |
250 MM INSERTABLE GATE VALVE | | |
1260 823.3212 1.000 EA | 3422.20000 3422.20| |
250 MM MJ GATE VALVE | | |
1270 823.325 1.000 EA | 2217.93000 2217.93| |
200 MM GATE VALVE (MJ) | | |
1280 823.3254 1.000 EA | 8049.91000 8049.91| |
200 MM INSERTION VALVE | | |
1290 823.331 1.000 EA | 2474.34000 2474.34| |
150 MM GATE VALVE | | |
1300 823.341 2.000 EA | 840.89000 1681.78| |
AIR RELEASE VALVE | | |
1310 824.30 5.000 EA | 4689.14000 23445.70| |
FIRE HYDRANTS | | |
1320 825.51 2.000 EA | 3299.77000 6599.54| |
250 MM WATER SERVICE - RECONNECT | | |
1330 825.52 1.000 EA | 3633.75000 3633.75| |
200 MM WATER SERVICE - RECONNECT | | |
LETTING DATE : 09/20/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/20/06
PAGE : 16
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 008822.00
=========
====================================================================================================================================
|( 4 ) 000855 |( ) |( )
|BRIDGECORP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
1340 825.53 10.000 EA | 3810.18000 38101.80| |
150 MM WATER SERVICE - RECONNECT | | |
1350 825.54 1.000 EA | 3002.22000 3002.22| |
100 MM WATER SERVICE - RECONNECT | | |
1360 825.55 3.000 EA | 1782.84000 5348.52| |
50 MM WATER SERVICE - RECONNECT | | |
1370 825.56 3.000 EA | 1782.84000 5348.52| |
40 MM WATER SERVICE - RECONNECT | | |
1380 825.57 3.000 EA | 1575.59000 4726.77| |
25 MM WATER SERVICE - RECONNECT | | |
1390 827.10 500.000 M3 | 47.23000 23615.00| |
BELOW GRADE BACKFILL - PIPE | | |
1400 827.302 115.000 M3 | 74.06000 8516.90| |
UNSUITABLE MATERIAL EXCAVATION BELOW | | |
TRENCH GRADE - GRAVEL BEDDING MATERIAL | | |
1410 827.304 15.000 M3 | 264.37000 3965.55| |
TRENCH ROCK EXCAVATION | | |
SECTION TOTALS | $ 4,686,427.67| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 4,686,427.67| $ 0.00| $
====================================================================================================================================