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LETTING DATE : 03/07/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 1
LOCATION : CORNISH TABULATION OF BIDS
CONTRACT ID : 006612.00
=========
COMPLETION DATE : 05/24/02
PROJECT(S): STP-6612(00)X COUNTIE(S) : YORK MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : HIGHWAY RECONSTRUCTION W/ BRIDGE REHAB. ATTEST : _______________________________
NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000460 M & H LOGGING AND CONSTRUCTION $ 1,474,218.25 100.0000%
2 000648 DEARBORN BROTHERS CONSTRUCTION, INC. $ 1,660,785.21 112.6553%
3 000164 C P M CONSTRUCTORS $ 1,690,510.00 114.6716%
====================================================================================================================================
|( 1 ) 000460 |( 2 ) 000648 |( 3 ) 000164
|M & H LOGGING AND CONSTRUCT |DEARBORN BROS. CONSTR. INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS- PART.
| | |
0010 201.24 10.000 EA | 300.00000 3000.00| 50.00000 500.00| 250.00000 2500.00
REMOVING STUMP | | |
0020 202.11 7560.000 M2 | 7.00000 52920.00| 10.00000 75600.00| 20.00000 151200.00
REMOVING PORTLAND CEMENT CONCRETE | | |
PAVEMENT | | |
0030 202.111 1090.000 M2 | 2.00000 2180.00| 12.00000 13080.00| 8.00000 8720.00
REMOVING OF CONCRETE SIDEWALK | | |
0040 202.12 20.000 M3 | 253.00000 5060.00| 275.00000 5500.00| 750.00000 15000.00
REMOVING EXISTING STRUCTURAL CONCRETE | | |
0050 202.14 20.000 M | 50.00000 1000.00| 82.00000 1640.00| 100.00000 2000.00
REMOVING EXISTING RAILINGS (PROPERTY OF | | |
CONTRACTOR) | | |
0060 202.15 25.000 EA | 500.00000 12500.00| 200.00000 5000.00| 350.00000 8750.00
REMOVING MANHOLE OR CATCH BASIN | | |
0070 203.20 11810.000 M3 | 9.00000 106290.00| 6.00000 70860.00| 8.00000 94480.00
COMMON EXCAVATION | | |
0080 203.21 50.000 M3 | 25.00000 1250.00| 100.00000 5000.00| 100.00000 5000.00
ROCK EXCAVATION | | |
0090 203.25 75.000 M3 | 10.00000 750.00| 10.00000 750.00| 8.00000 600.00
GRANULAR BORROW | | |
0100 206.061 50.000 M3 | 25.00000 1250.00| 10.00000 500.00| 8.00000 400.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
LETTING DATE : 03/07/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 2
LOCATION : CORNISH TABULATION OF BIDS
CONTRACT ID : 006612.00
=========
====================================================================================================================================
|( 1 ) 000460 |( 2 ) 000648 |( 3 ) 000164
|M & H LOGGING AND CONSTRUCT |DEARBORN BROS. CONSTR. INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 206.07 50.000 M3 | 82.50000 4125.00| 131.00000 6550.00| 125.00000 6250.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0120 206.082 10.000 M3 | 25.00000 250.00| 11.00000 110.00| 10.00000 100.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0130 304.10 9700.000 M3 | 17.00000 164900.00| 16.50000 160050.00| 15.00000 145500.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0140 403.207 3265.000 MG | 41.00000 133865.00| 69.00000 225285.00| 41.00000 133865.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0150 403.208 1250.000 MG | 44.00000 55000.00| 69.00000 86250.00| 45.00000 56250.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0160 403.209 220.000 MG | 172.00000 37840.00| 115.00000 25300.00| 130.00000 28600.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0170 502.21 20.000 M3 | 385.00000 7700.00| 425.00000 8500.00| 550.00000 11000.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0180 502.248 2.000 M3 | 275.00000 550.00| 300.00000 600.00| 1000.00000 2000.00
UNDERWATER GROUT BAGS | | |
0190 502.49 30.500 LS | 6600.00000 6600.00| 7500.00000 7500.00| 15000.00000 15000.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0200 503.12 1900.000 KG | 1.21000 2299.00| 1.30000 2470.00| 1.00000 1900.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0210 503.13 1900.000 KG | 2.20000 4180.00| 2.50000 4750.00| 2.00000 3800.00
REINFORCING STEEL, PLACING | | |
0220 507.0831 24.000 LS | 12500.00000 12500.00| 18750.00000 18750.00| 20000.00000 20000.00
STEEL BRIDGE RAILING, 4 BAR | | |
0230 511.07 LUMP| 2750.00000 2750.00| 3000.00000 3000.00| 10000.00000 10000.00
COFFERDAM: | | |
0240 514.06 1.000 EA | 2200.00000 2200.00| 2500.00000 2500.00| 750.00000 750.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0250 515.21 185.000 LS | 1320.00000 1320.00| 1500.00000 1500.00| 1000.00000 1000.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0260 518.21 20.000 M2 | 1320.00000 26400.00| 1400.00000 28000.00| 1100.00000 22000.00
REHABILITATION OF STRUCTURAL CONCRETE | | |
SUBSTRUCTURE | | |
0270 518.30 10.000 M2 | 385.00000 3850.00| 410.00000 4100.00| 300.00000 3000.00
REHABILITATION OF STRUCTURAL CONCRETE | | |
SLAB - TO REINFORCING STEEL | | |
LETTING DATE : 03/07/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 3
LOCATION : CORNISH TABULATION OF BIDS
CONTRACT ID : 006612.00
=========
====================================================================================================================================
|( 1 ) 000460 |( 2 ) 000648 |( 3 ) 000164
|M & H LOGGING AND CONSTRUCT |DEARBORN BROS. CONSTR. INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0280 518.31 10.000 M2 | 49.50000 495.00| 550.00000 5500.00| 400.00000 4000.00
REHABILITATION OF STRUCTURAL CONCRETE | | |
SLAB - TO BELOW REINFORCING STEEL | | |
0290 526.323 24.000 LS | 8140.00000 8140.00| 9000.00000 9000.00| 20000.00000 20000.00
TEXAS CLASSIC RAIL | | |
0300 603.159 37.000 M | 110.00000 4070.00| 104.65000 3872.05| 100.00000 3700.00
300 MM CULVERT PIPE OPTION III | | |
0310 603.169 44.000 M | 140.00000 6160.00| 114.54000 5039.76| 200.00000 8800.00
375 MM CULVERT PIPE OPTION III | | |
0320 603.17 2.000 M | 80.00000 160.00| 121.85000 243.70| 150.00000 300.00
450 MM CULVERT PIPE OPTION I | | |
0330 603.179 48.000 M | 100.00000 4800.00| 123.00000 5904.00| 150.00000 7200.00
450 MM CULVERT PIPE OPTION III | | |
0340 603.199 41.000 M | 210.00000 8610.00| 132.00000 5412.00| 250.00000 10250.00
600 MM CULVERT PIPE OPTION III | | |
0350 603.2012 6.000 M | 175.00000 1050.00| 150.00000 900.00| 250.00000 1500.00
825 MM CULVERT PIPE OPTION I | | |
0360 603.21 5.000 M | 140.00000 700.00| 195.00000 975.00| 250.00000 1250.00
900 MM CULVERT PIPE OPTION I | | |
0370 603.211 60.000 M | 140.00000 8400.00| 230.00000 13800.00| 250.00000 15000.00
900 MM CORRUGATED METAL PIPE | | |
0380 603.219 47.000 M | 190.00000 8930.00| 198.00000 9306.00| 250.00000 11750.00
900 MM CULVERT PIPE OPTION III | | |
0390 603.748 2.000 EA | 100.00000 200.00| 5000.00000 10000.00| 500.00000 1000.00
REMOVE CONCRETE HEADWALL | | |
0400 603.82 2.000 EA | 300.00000 600.00| 2000.00000 4000.00| 500.00000 1000.00
900 MM INLET GRATE UNIT | | |
0410 604.072 29.000 EA | 2000.00000 58000.00| 1300.00000 37700.00| 2500.00000 72500.00
CATCH BASIN TYPE A1-C | | |
0420 604.092 6.000 EA | 1800.00000 10800.00| 1300.00000 7800.00| 2500.00000 15000.00
CATCH BASIN TYPE B1-C | | |
0430 604.247 1.000 EA | 1200.00000 1200.00| 1300.00000 1300.00| 2500.00000 2500.00
CATCH BASIN TYPE F5-C | | |
0440 604.252 2.000 EA | 2000.00000 4000.00| 1300.00000 2600.00| 2500.00000 5000.00
CATCH BASIN TYPE A5-C | | |
0450 605.09 671.000 M | 70.00000 46970.00| 92.00000 61732.00| 80.00000 53680.00
150 MM UNDERDRAIN TYPE B | | |
0460 605.11 884.000 M | 100.00000 88400.00| 114.80000 101483.20| 85.00000 75140.00
300 MM UNDERDRAIN TYPE C | | |
0470 605.12 105.000 M | 105.00000 11025.00| 125.00000 13125.00| 85.00000 8925.00
375 MM UNDERDRAIN TYPE C | | |
LETTING DATE : 03/07/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 4
LOCATION : CORNISH TABULATION OF BIDS
CONTRACT ID : 006612.00
=========
====================================================================================================================================
|( 1 ) 000460 |( 2 ) 000648 |( 3 ) 000164
|M & H LOGGING AND CONSTRUCT |DEARBORN BROS. CONSTR. INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0480 605.13 75.000 M | 110.00000 8250.00| 133.50000 10012.50| 110.00000 8250.00
450 MM UNDERDRAIN TYPE C | | |
0490 605.15 215.000 M | 120.00000 25800.00| 148.00000 31820.00| 120.00000 25800.00
600 MM UNDERDRAIN TYPE C | | |
0500 605.17 110.000 M | 170.00000 18700.00| 160.00000 17600.00| 150.00000 16500.00
750 MM UNDERDRAIN TYPE C | | |
0510 606.151 20.000 M | 120.90000 2418.00| 42.00000 840.00| 110.00000 2200.00
GUARDRAIL TYPE 3AA - SINGLE RAIL | | |
0520 606.1721 2.000 EA | 1980.00000 3960.00| 2000.00000 4000.00| 1800.00000 3600.00
BRIDGE TRANSITION - TYPE 1 | | |
0530 606.191 8.000 M | 144.36000 1154.88| 160.00000 1280.00| 135.00000 1080.00
GUARDRAIL TYPE 3AA - 4.5 M RADIUS AND | | |
LESS | | |
0540 606.201 4.000 M | 144.36000 577.44| 160.00000 640.00| 135.00000 540.00
GUARDRAIL TYPE 3AA - OVER 4.5 M RADIUS | | |
0550 606.266 3.000 EA | 82.50000 247.50| 100.00000 300.00| 75.00000 225.00
TERMINAL END - SINGLE RAIL - CORROSION | | |
RESISTANT STEEL | | |
0560 606.35 10.000 EA | 60.00000 600.00| 75.00000 750.00| 60.00000 600.00
GUARDRAIL DELINEATOR POST | | |
0570 606.47 5.000 EA | 55.00000 275.00| 75.00000 375.00| 50.00000 250.00
SINGLE WOOD POST | | |
0580 607.08 120.000 M | 28.53000 3423.60| 40.00000 4800.00| 27.00000 3240.00
WOVEN WIRE FENCE- WOOD POSTS | | |
0590 607.163 20.000 M | 95.13000 1902.60| 120.00000 2400.00| 90.00000 1800.00
CHAIN LINK FENCE - 1.2 METER P.V.C. | | |
COATED | | |
0600 607.24 40.000 M | 46.48000 1859.20| 60.00000 2400.00| 45.00000 1800.00
REMOVE AND RESET FENCE | | |
0610 608.08 1861.000 M2 | 32.25000 60017.25| 50.00000 93050.00| 40.00000 74440.00
REINFORCED CONCRETE SIDEWALK | | |
0620 608.15 7.000 M2 | 88.54000 619.78| 110.00000 770.00| 100.00000 700.00
BRICK SIDEWALK WITH BITUMINOUS BASE | | |
0630 608.16 25.000 M2 | 109.76000 2744.00| 175.00000 4375.00| 125.00000 3125.00
BRICK DRIVEWAY WITH BITUMINOUS BASE | | |
0640 608.281 80.000 M2 | 203.72000 16297.60| 215.00000 17200.00| 175.00000 14000.00
GRANITE PAVER WITH BITUMINOUS BASE | | |
0650 609.11 1277.000 M | 51.21000 65395.17| 63.50000 81089.50| 60.00000 76620.00
VERTICAL CURB TYPE 1 | | |
0660 609.12 134.000 M | 61.22000 8203.48| 100.50000 13467.00| 100.00000 13400.00
VERTICAL CURB TYPE 1 - CIRCULAR | | |
LETTING DATE : 03/07/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 5
LOCATION : CORNISH TABULATION OF BIDS
CONTRACT ID : 006612.00
=========
====================================================================================================================================
|( 1 ) 000460 |( 2 ) 000648 |( 3 ) 000164
|M & H LOGGING AND CONSTRUCT |DEARBORN BROS. CONSTR. INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0670 609.234 75.000 EA | 82.89000 6216.75| 94.00000 7050.00| 110.00000 8250.00
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0680 609.237 88.000 EA | 145.05000 12764.40| 175.00000 15400.00| 220.00000 19360.00
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0690 609.26 2.000 EA | 500.00000 1000.00| 200.00000 400.00| 300.00000 600.00
CURB TRANSITION SECTION B TYPE 1 | | |
0700 609.34 30.000 M | 50.07000 1502.10| 57.50000 1725.00| 120.00000 3600.00
CURB TYPE 5 | | |
0710 610.08 15.500 M3 | 45.00000 697.50| 58.00000 899.00| 30.00000 465.00
PLAIN RIPRAP | | |
0720 613.319 100.000 M2 | 4.00000 400.00| 7.50000 750.00| 5.00000 500.00
TEMPORARY EROSION CONTROL BLANKET | | |
0730 615.07 300.000 M3 | 40.00000 12000.00| 25.00000 7500.00| 25.00000 7500.00
LOAM | | |
0740 618.1301 30.000 UN | 34.10000 1023.00| 30.00000 900.00| 31.00000 930.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0750 619.1201 30.000 UN | 13.10000 393.00| 30.00000 900.00| 12.00000 360.00
MULCH - PLAN QUANTITY | | |
0760 620.58 30.000 M2 | 4.00000 120.00| 10.00000 300.00| 6.00000 180.00
EROSION CONTROL GEOTEXTILE | | |
0770 621.202 5.000 EA | 435.60000 2178.00| 500.00000 2500.00| 400.00000 2000.00
MEDIUM DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP B | | |
0780 621.273 7.000 EA | 594.00000 4158.00| 500.00000 3500.00| 540.00000 3780.00
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0790 621.54 13.000 EA | 55.00000 715.00| 75.00000 975.00| 50.00000 650.00
DECIDUOUS SHRUBS (450 MM - 600 MM) | | |
GROUP A | | |
0800 621.552 3.000 EA | 55.00000 165.00| 100.00000 300.00| 50.00000 150.00
DECIDUOUS SHRUBS (900 MM - 1200 MM) | | |
GROUP A | | |
0810 627.71 2100.000 M | 1.00000 2100.00| 0.33000 693.00| 1.00000 2100.00
100 MM WHITE PAVEMENT MARKING LINE | | |
0820 627.73 1050.000 M | 1.00000 1050.00| 0.33000 346.50| 1.00000 1050.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0830 627.75 20.000 M2 | 21.00000 420.00| 50.00000 1000.00| 20.00000 400.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0840 627.78 1000.000 M | 1.00000 1000.00| 1.00000 1000.00| 1.00000 1000.00
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
LETTING DATE : 03/07/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 6
LOCATION : CORNISH TABULATION OF BIDS
CONTRACT ID : 006612.00
=========
====================================================================================================================================
|( 1 ) 000460 |( 2 ) 000648 |( 3 ) 000164
|M & H LOGGING AND CONSTRUCT |DEARBORN BROS. CONSTR. INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0850 629.05 40.000 MH | 20.00000 800.00| 32.00000 1280.00| 25.00000 1000.00
HAND LABOR, STRAIGHT TIME | | |
0860 631.10 20.000 HR | 50.00000 1000.00| 65.00000 1300.00| 40.00000 800.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0870 631.11 20.000 HR | 50.00000 1000.00| 65.00000 1300.00| 30.00000 600.00
AIR TOOL (INCLUDING OPERATOR) | | |
0880 631.12 40.000 HR | 65.00000 2600.00| 125.00000 5000.00| 90.00000 3600.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0890 631.172 40.000 HR | 40.00000 1600.00| 45.00000 1800.00| 45.00000 1800.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0900 631.18 25.000 HR | 20.00000 500.00| 50.00000 1250.00| 35.00000 875.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0910 631.20 25.000 HR | 100.00000 2500.00| 150.00000 3750.00| 175.00000 4375.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0920 635.14 50.000 M2 | 600.00000 30000.00| 538.00000 26900.00| 750.00000 37500.00
PREFABRICATED CONCRETE MODULAR GRAVITY | | |
WALL | | |
0930 637.071 LUMP| 10000.00000 10000.00| 7500.00000 7500.00| 15000.00000 15000.00
DUST CONTROL | | |
0940 639.18 1.000 EA | 4000.00000 4000.00| 8000.00000 8000.00| 10000.00000 10000.00
FIELD OFFICE TYPE A | | |
0950 642.14 LUMP| 2750.00000 2750.00| 1000.00000 1000.00| 3000.00000 3000.00
CONCRETE STEPS | | |
0960 652.31 20.000 EA | 60.00000 1200.00| 50.00000 1000.00| 150.00000 3000.00
TYPE I BARRICADE | | |
0970 652.33 25.000 EA | 60.00000 1500.00| 50.00000 1250.00| 55.00000 1375.00
DRUM | | |
0980 652.34 50.000 EA | 30.00000 1500.00| 30.00000 1500.00| 20.00000 1000.00
CONE | | |
0990 652.35 50.000 M2 | 160.00000 8000.00| 81.00000 4050.00| 100.00000 5000.00
CONSTRUCTION SIGNS | | |
1000 652.361 170.000 LS | 6000.00000 6000.00| 6500.00000 6500.00| 6000.00000 6000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
1010 652.38 3000.000 MH | 16.00000 48000.00| 17.50000 52500.00| 15.00000 45000.00
FLAGGER | | |
1020 656.75 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| 15000.00000 15000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
1030 657.24 6.000 UN | 13.50000 81.00| 10.00000 60.00| 30.00000 180.00
SEEDING PITS | | |
LETTING DATE : 03/07/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 7
LOCATION : CORNISH TABULATION OF BIDS
CONTRACT ID : 006612.00
=========
====================================================================================================================================
|( 1 ) 000460 |( 2 ) 000648 |( 3 ) 000164
|M & H LOGGING AND CONSTRUCT |DEARBORN BROS. CONSTR. INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1040 659.10 LUMP| 137000.00000 137000.00| 125000.00000 125000.00| 160000.00000 160000.00
MOBILIZATION | | |
1050 660.21 1000.000 MH | 12.00000 12000.00| 1.00000 1000.00| 1.00000 1000.00
ON-THE-JOB TRAINING (BID) | | |
1060 812.162 4.000 EA | 200.00000 800.00| 350.00000 1400.00| 500.00000 2000.00
ADJUST SEWER MANHOLE TO GRADE | | |
1070 823.332 8.000 EA | 100.00000 800.00| 100.00000 800.00| 400.00000 3200.00
GATE VALVE BOX, ADJUST TO GRADE | | |
SECTION TOTALS | $ 1,474,218.25| $ 1,660,785.21| $ 1,690,510.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,474,218.25| $ 1,660,785.21| $ 1,690,510.00
====================================================================================================================================