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LETTING DATE : 09/06/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 1
LOCATION : AUBURN TABULATION OF BIDS
CONTRACT ID : 007738.00
=========
COMPLETION DATE : 11/02/01
PROJECT(S): STP-NH-7738(00)X COUNTIE(S) : ANDROSCOGGIN MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : NEW OVERPASS CONSTRUCTION ATTEST : _______________________________
NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000054 THE DIAZ CORPORATION $ 3,617,376.90 100.0000%
2 000164 C P M CONSTRUCTORS $ 3,658,688.70 101.1420%
3 000416 T BUCK CONSTRUCTION INC. $ 3,810,593.25 105.3413%
4 000009 BANCROFT CONTRACTING CORP. $ 4,153,374.00 114.8173%
5 000032 REED & REED, INC. $ 4,488,263.50 124.0751%
====================================================================================================================================
|( 1 ) 000054 |( 2 ) 000164 |( 3 ) 000416
|THE DIAZ CORPORATION |C P M CONSTRUCTORS |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 107.27 LUMP| 15000.00000 15000.00| 20000.00000 20000.00| 34600.00000 34600.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 201.11 0.279 HA | 15000.00000 4185.00| 16200.00000 4519.80| 10800.00000 3013.20
CLEARING | | |
0030 201.23 2.000 EA | 250.00000 500.00| 500.00000 1000.00| 500.00000 1000.00
REMOVING SINGLE TREE TOP ONLY | | |
0040 201.24 2.000 EA | 350.00000 700.00| 200.00000 400.00| 500.00000 1000.00
REMOVING STUMP | | |
0050 202.203 970.000 M2 | 20.00000 19400.00| 15.00000 14550.00| 12.00000 11640.00
PAVEMENT BUTT JOINTS | | |
0060 203.20 21500.000 M3 | 10.00000 215000.00| 9.00000 193500.00| 9.50000 204250.00
COMMON EXCAVATION | | |
0070 203.23 1000.000 M3 | 10.00000 10000.00| 10.00000 10000.00| 6.00000 6000.00
MUCK EXCAVATION | | |
0080 203.24 32600.000 M3 | 12.00000 391200.00| 11.50000 374900.00| 11.00000 358600.00
COMMON BORROW | | |
0090 203.25 1150.000 M3 | 15.00000 17250.00| 10.50000 12075.00| 15.00000 17250.00
GRANULAR BORROW | | |
0100 203.26 1780.000 M3 | 20.00000 35600.00| 23.00000 40940.00| 15.00000 26700.00
GRAVEL BORROW | | |
LETTING DATE : 09/06/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 2
LOCATION : AUBURN TABULATION OF BIDS
CONTRACT ID : 007738.00
=========
====================================================================================================================================
|( 1 ) 000054 |( 2 ) 000164 |( 3 ) 000416
|THE DIAZ CORPORATION |C P M CONSTRUCTORS |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 206.061 50.000 M3 | 21.00000 1050.00| 37.65000 1882.50| 21.00000 1050.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0120 206.07 50.000 M3 | 125.00000 6250.00| 50.00000 2500.00| 125.00000 6250.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0130 304.10 15700.000 M3 | 17.00000 266900.00| 15.75000 247275.00| 16.00000 251200.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0140 403.207 3250.000 MG | 49.00000 159250.00| 50.00000 162500.00| 48.50000 157625.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0150 403.208 5650.000 MG | 42.00000 237300.00| 44.00000 248600.00| 42.00000 237300.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0160 403.209 270.000 MG | 80.00000 21600.00| 82.50000 22275.00| 80.00000 21600.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0170 403.210 83.000 MG | 65.00000 5395.00| 67.00000 5561.00| 65.00000 5395.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0180 403.211 720.000 MG | 50.00000 36000.00| 47.00000 33840.00| 46.00000 33120.00
HOT MIX ASPHALT (SHIM) | | |
0190 409.15 1700.000 L | 1.10000 1870.00| 1.80000 3060.00| 1.80000 3060.00
BITUMINOUS TACK COAT APPLIED | | |
0200 501.231 2.000 EA | 10000.00000 20000.00| 2500.00000 5000.00| 4000.00000 8000.00
DYNAMIC LOADING TEST | | |
0210 501.54 170.000 M | 167.00000 28390.00| 220.00000 37400.00| 200.00000 34000.00
STEEL H-BEAM PILES 174 KG/M, DELIVERED | | |
0220 501.541 170.000 M | 10.00000 1700.00| 20.00000 3400.00| 40.00000 6800.00
STEEL H-BEAM PILES 174 KG/M, IN PLACE | | |
0230 501.90 10.000 EA | 200.00000 2000.00| 130.00000 1300.00| 200.00000 2000.00
PILE TIPS | | |
0240 501.92 LUMP| 30000.00000 30000.00| 25000.00000 25000.00| 24000.00000 24000.00
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0250 502.219 140.000 LS | 80000.00000 80000.00| 85000.00000 85000.00| 152000.00000 152000.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0260 502.31 9.000 LS | 4000.00000 4000.00| 2000.00000 2000.00| 3700.00000 3700.00
STRUCTURAL CONCRETE APPROACH SLABS : | | |
ABUTMENT 1 | | |
0270 502.31 9.000 LS | 4000.00000 4000.00| 2000.00000 2000.00| 3700.00000 3700.00
STRUCTURAL CONCRETE APPROACH SLABS : | | |
ABUTMENT 2 | | |
0280 502.422 LUMP| 75000.00000 75000.00| 75000.00000 75000.00| 132000.00000 132000.00
STRUCTURAL CONCRETE ROADWAY AND | | |
SIDEWALK SLAB ON CONCRETE BRIDGES | | |
LETTING DATE : 09/06/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 3
LOCATION : AUBURN TABULATION OF BIDS
CONTRACT ID : 007738.00
=========
====================================================================================================================================
|( 1 ) 000054 |( 2 ) 000164 |( 3 ) 000416
|THE DIAZ CORPORATION |C P M CONSTRUCTORS |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 503.12 21000.000 KG | 1.00000 21000.00| 1.00000 21000.00| 0.74000 15540.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0300 503.13 21000.000 KG | 0.50000 10500.00| 0.50000 10500.00| 0.38000 7980.00
REINFORCING STEEL, PLACING | | |
0310 508.13 440.000 LS | 4000.00000 4000.00| 5000.00000 5000.00| 3880.00000 3880.00
MEMBRANE WATERPROOFING | | |
0320 514.06 1.000 EA | 750.00000 750.00| 750.00000 750.00| 2000.00000 2000.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0330 515.21 310.000 LS | 1000.00000 1000.00| 750.00000 750.00| 1500.00000 1500.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0340 520.22 1.000 EA | 13000.00000 13000.00| 13000.00000 13000.00| 10800.00000 10800.00
EXPANSION DEVICE - COMPRESSION SEAL | | |
0350 523.08 10.000 EA | 1300.00000 13000.00| 750.00000 7500.00| 1180.00000 11800.00
ELASTOMERIC BRIDGE BEARING - LAMINATED | | |
0360 526.301 35.000 LS | 2200.00000 2200.00| 2500.00000 2500.00| 34600.00000 34600.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0370 526.321 130.000 LS | 16000.00000 16000.00| 30000.00000 30000.00| 24800.00000 24800.00
PERMANENT CONCRETE BARRIER TYPE III A | | |
0380 527.301 2.000 EA | 7000.00000 14000.00| 9000.00000 18000.00| 3700.00000 7400.00
ENERGY ABSORBING SYSTEM (C-A-T) | | |
0390 527.304 1.000 EA | 35000.00000 35000.00| 37500.00000 37500.00| 24000.00000 24000.00
REACT-350 | | |
0400 535.61 183.000 LS | 150000.00000 150000.00| 175000.00000 175000.00| 196000.00000 196000.00
PRESTRESSED STRUCTURAL CONCRETE | | |
I-GIRDERS | | |
0410 603.159 135.000 M | 115.00000 15525.00| 140.00000 18900.00| 115.00000 15525.00
300 MM CULVERT PIPE OPTION III | | |
0420 603.165 40.000 M | 155.00000 6200.00| 110.00000 4400.00| 155.00000 6200.00
375 MM RCP CLASS III | | |
0430 603.175 11.000 M | 200.00000 2200.00| 138.00000 1518.00| 200.00000 2200.00
450 MM RCP CLASS III | | |
0440 603.179 13.000 M | 200.00000 2600.00| 156.00000 2028.00| 200.00000 2600.00
450 MM CULVERT PIPE OPTION III | | |
0450 604.072 14.000 EA | 1500.00000 21000.00| 2250.00000 31500.00| 1500.00000 21000.00
CATCH BASIN TYPE A1-C | | |
0460 604.09 3.000 EA | 1500.00000 4500.00| 1460.00000 4380.00| 1500.00000 4500.00
CATCH BASIN TYPE B1 | | |
0470 604.16 8.000 EA | 500.00000 4000.00| 800.00000 6400.00| 500.00000 4000.00
ALTERING CATCH BASIN TO MANHOLES | | |
0480 604.164 4.000 EA | 1200.00000 4800.00| 1245.00000 4980.00| 1200.00000 4800.00
REBUILDING CATCH BASIN | | |
LETTING DATE : 09/06/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 4
LOCATION : AUBURN TABULATION OF BIDS
CONTRACT ID : 007738.00
=========
====================================================================================================================================
|( 1 ) 000054 |( 2 ) 000164 |( 3 ) 000416
|THE DIAZ CORPORATION |C P M CONSTRUCTORS |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 604.18 10.000 EA | 300.00000 3000.00| 340.00000 3400.00| 300.00000 3000.00
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0500 604.249 2.000 EA | 1500.00000 3000.00| 1345.00000 2690.00| 1500.00000 3000.00
CATCH BASIN TYPE F6-C | | |
0510 604.252 1.000 EA | 1500.00000 1500.00| 2200.00000 2200.00| 1500.00000 1500.00
CATCH BASIN TYPE A5-C | | |
0520 605.09 590.000 M | 36.00000 21240.00| 67.00000 39530.00| 36.00000 21240.00
150 MM UNDERDRAIN TYPE B | | |
0530 605.10 9.000 M | 50.00000 450.00| 51.00000 459.00| 50.00000 450.00
150 MM UNDERDRAIN OUTLET | | |
0540 605.11 115.000 M | 82.00000 9430.00| 92.00000 10580.00| 82.00000 9430.00
300 MM UNDERDRAIN TYPE C | | |
0550 606.151 16.000 M | 52.00000 832.00| 41.00000 656.00| 52.00000 832.00
GUARDRAIL TYPE 3AA - SINGLE RAIL | | |
0560 606.17 700.000 M | 33.00000 23100.00| 34.00000 23800.00| 34.00000 23800.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0570 606.1721 4.000 EA | 800.00000 3200.00| 750.00000 3000.00| 800.00000 3200.00
BRIDGE TRANSITION - TYPE 1 | | |
0580 606.18 12.000 M | 46.00000 552.00| 50.00000 600.00| 46.00000 552.00
GUARDRAIL TYPE 3B - DOUBLE RAIL | | |
0590 606.201 55.000 M | 53.00000 2915.00| 46.00000 2530.00| 53.00000 2915.00
GUARDRAIL TYPE 3AA - OVER 4.5 M RADIUS | | |
0600 606.22 8.000 M | 52.00000 416.00| 40.00000 320.00| 52.50000 420.00
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0610 606.2602 1.000 EA | 400.00000 400.00| 350.00000 350.00| 400.00000 400.00
TERMINAL END - TRAILING END | | |
0620 606.265 5.000 EA | 30.00000 150.00| 42.00000 210.00| 30.00000 150.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0630 606.266 2.000 EA | 35.00000 70.00| 50.00000 100.00| 35.00000 70.00
TERMINAL END - SINGLE RAIL - CORROSION | | |
RESISTANT STEEL | | |
0640 606.35 23.000 EA | 30.00000 690.00| 30.00000 690.00| 30.00000 690.00
GUARDRAIL DELINEATOR POST | | |
0650 606.36 95.000 M | 12.30000 1168.50| 25.00000 2375.00| 12.30000 1168.50
GUARDRAIL REMOVED AND RESET | | |
0660 606.369 205.000 M | 5.00000 1025.00| 5.00000 1025.00| 4.75000 973.75
GUARDRAIL REMOVED AND STACKED | | |
0670 606.752 1.000 EA | 1000.00000 1000.00| 700.00000 700.00| 2500.00000 2500.00
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
LETTING DATE : 09/06/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 5
LOCATION : AUBURN TABULATION OF BIDS
CONTRACT ID : 007738.00
=========
====================================================================================================================================
|( 1 ) 000054 |( 2 ) 000164 |( 3 ) 000416
|THE DIAZ CORPORATION |C P M CONSTRUCTORS |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0680 606.76 3.000 EA | 1070.00000 3210.00| 1475.00000 4425.00| 1068.00000 3204.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0690 608.251 700.000 M2 | 50.00000 35000.00| 56.00000 39200.00| 48.00000 33600.00
PRECAST CONCRETE PAVERS | | |
0700 609.11 680.000 M | 60.00000 40800.00| 62.00000 42160.00| 59.00000 40120.00
VERTICAL CURB TYPE 1 | | |
0710 609.12 175.000 M | 90.00000 15750.00| 94.00000 16450.00| 88.00000 15400.00
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0720 609.234 30.000 EA | 110.00000 3300.00| 98.00000 2940.00| 111.00000 3330.00
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0730 609.237 17.000 EA | 155.00000 2635.00| 240.00000 4080.00| 250.00000 4250.00
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0740 609.31 110.000 M | 11.00000 1210.00| 12.00000 1320.00| 12.00000 1320.00
CURB TYPE 3 | | |
0750 609.34 60.000 M | 55.00000 3300.00| 55.00000 3300.00| 52.00000 3120.00
CURB TYPE 5 | | |
0760 609.35 60.000 M | 125.00000 7500.00| 100.00000 6000.00| 64.00000 3840.00
CURB TYPE 5 - CIRCULAR | | |
0770 609.38 1100.000 M | 30.00000 33000.00| 26.50000 29150.00| 23.00000 25300.00
RESET CURB TYPE 1 | | |
0780 609.40 720.000 M | 26.00000 18720.00| 23.00000 16560.00| 18.00000 12960.00
RESET CURB TYPE 5 | | |
0790 610.08 40.000 M3 | 60.00000 2400.00| 46.00000 1840.00| 60.00000 2400.00
PLAIN RIPRAP | | |
0800 610.18 20.000 M3 | 60.00000 1200.00| 56.00000 1120.00| 60.00000 1200.00
STONE DITCH PROTECTION | | |
0810 612.06 35.000 M2 | 12.00000 420.00| 13.00000 455.00| 12.00000 420.00
BITUMINOUS SEALING - BLACK | | |
0820 615.07 920.000 M3 | 25.00000 23000.00| 36.00000 33120.00| 25.00000 23000.00
LOAM | | |
0830 618.1301 18.000 UN | 14.00000 252.00| 14.00000 252.00| 14.00000 252.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0840 618.1401 97.000 UN | 12.50000 1212.50| 12.50000 1212.50| 12.50000 1212.50
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0850 618.1411 76.000 UN | 13.50000 1026.00| 13.50000 1026.00| 13.50000 1026.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0860 618.25 5.000 M3 | 50.00000 250.00| 50.00000 250.00| 25.00000 125.00
APPLIED WATER | | |
0870 619.1201 470.000 UN | 8.00000 3760.00| 7.45000 3501.50| 7.50000 3525.00
MULCH - PLAN QUANTITY | | |
0880 619.1301 5.000 UN | 200.00000 1000.00| 400.00000 2000.00| 1410.00000 7050.00
BARK MULCH - PLAN QUANTITY BARK MULCH | | |
(PLAN QUANTITY) | | |
LETTING DATE : 09/06/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 6
LOCATION : AUBURN TABULATION OF BIDS
CONTRACT ID : 007738.00
=========
====================================================================================================================================
|( 1 ) 000054 |( 2 ) 000164 |( 3 ) 000416
|THE DIAZ CORPORATION |C P M CONSTRUCTORS |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0890 620.58 100.000 M2 | 2.00000 200.00| 4.00000 400.00| 1.50000 150.00
EROSION CONTROL GEOTEXTILE | | |
0900 620.60 8550.000 M2 | 7.00000 59850.00| 4.50000 38475.00| 4.75000 40612.50
REINFORCEMENT GEOTEXTILE | | |
0910 621.01 750.000 EA | 4.00000 3000.00| 4.00000 3000.00| 4.00000 3000.00
EVERGREEN TREES (200 MM - 300 MM) | | |
0920 621.037 86.000 EA | 110.00000 9460.00| 112.00000 9632.00| 110.00000 9460.00
EVERGREEN TREES (1500 MM - 1800 MM) | | |
GROUP A | | |
0930 621.197 28.000 EA | 260.00000 7280.00| 260.00000 7280.00| 260.00000 7280.00
MEDIUM DECIDUOUS TREE (45 MM - 50 MM | | |
CALIPER) GROUP C | | |
0940 621.202 87.000 EA | 325.00000 28275.00| 325.00000 28275.00| 325.00000 28275.00
MEDIUM DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP B | | |
0950 621.273 46.000 EA | 325.00000 14950.00| 325.00000 14950.00| 325.00000 14950.00
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0960 621.389 58.000 EA | 26.00000 1508.00| 26.00000 1508.00| 26.00000 1508.00
DWARF EVERGREENS (375 MM - 450 MM) | | |
GROUP A | | |
0970 621.397 52.000 EA | 40.00000 2080.00| 40.00000 2080.00| 40.00000 2080.00
DWARF EVERGREENS (450 MM - 600 MM) | | |
GROUP C | | |
0980 621.48 39.000 EA | 26.00000 1014.00| 26.00000 1014.00| 26.00000 1014.00
BROADLEAF EVERGREENS (375 MM - 450 MM) | | |
GROUP A | | |
0990 621.51 203.000 EA | 22.00000 4466.00| 22.00000 4466.00| 22.00000 4466.00
HYBRID RHODODENDRON (375 MM - 450 MM) | | |
1000 621.511 374.000 EA | 29.00000 10846.00| 29.00000 10846.00| 29.00000 10846.00
HYBRID RHODODENDRON (450 MM - 600 MM) | | |
1010 621.546 272.000 EA | 34.00000 9248.00| 34.00000 9248.00| 34.00000 9248.00
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP A | | |
1020 621.71 2400.000 EA | 9.00000 21600.00| 9.00000 21600.00| 9.00000 21600.00
HERBACEOUS PERENNIALS GROUP A | | |
1030 626.11 15.000 EA | 500.00000 7500.00| 475.00000 7125.00| 475.00000 7125.00
PRECAST CONCRETE JUNCTION BOX:___ | | |
1040 626.22 580.000 M | 63.00000 36540.00| 63.00000 36540.00| 62.25000 36105.00
NON-METALLIC CONDUIT | | |
1050 626.23 1900.000 M | 30.00000 57000.00| 29.00000 55100.00| 28.50000 54150.00
PREWIRED CONDUIT SECONDARY WIRING | | |
LETTING DATE : 09/06/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 7
LOCATION : AUBURN TABULATION OF BIDS
CONTRACT ID : 007738.00
=========
====================================================================================================================================
|( 1 ) 000054 |( 2 ) 000164 |( 3 ) 000416
|THE DIAZ CORPORATION |C P M CONSTRUCTORS |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1060 626.33 32.000 EA | 1000.00000 32000.00| 1000.00000 32000.00| 975.00000 31200.00
750 MM FOUNDATION | | |
1070 626.34 17.000 EA | 1500.00000 25500.00| 1500.00000 25500.00| 1500.00000 25500.00
SIGNAL POLE FOUNDATION | | |
1080 626.35 2.000 EA | 1500.00000 3000.00| 750.00000 1500.00| 750.00000 1500.00
CONTROLLER CABINET FOUNDATION | | |
1090 626.36 12.000 EA | 450.00000 5400.00| 450.00000 5400.00| 450.00000 5400.00
REMOVE OR MODIFY CONCRETE FOUNDATION | | |
1100 626.37 4.000 EA | 2500.00000 10000.00| 2500.00000 10000.00| 2500.00000 10000.00
SPECIAL FOUNDATION | | |
1110 627.71 9560.000 M | 0.29000 2772.40| 0.29000 2772.40| 0.33000 3154.80
100 MM WHITE PAVEMENT MARKING LINE | | |
1120 627.73 3900.000 M | 0.29000 1131.00| 0.29000 1131.00| 0.50000 1950.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
1130 627.75 140.000 M2 | 12.50000 1750.00| 12.50000 1750.00| 10.75000 1505.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
1140 627.78 12000.000 M | 0.28000 3360.00| 0.27000 3240.00| 0.50000 6000.00
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
1150 629.05 35.000 MH | 20.00000 700.00| 25.00000 875.00| 35.00000 1225.00
HAND LABOR, STRAIGHT TIME | | |
1160 631.10 15.000 HR | 50.00000 750.00| 50.00000 750.00| 54.00000 810.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
1170 631.11 15.000 HR | 25.00000 375.00| 50.00000 750.00| 42.00000 630.00
AIR TOOL (INCLUDING OPERATOR) | | |
1180 631.12 25.000 HR | 75.00000 1875.00| 85.00000 2125.00| 100.00000 2500.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
1190 631.13 20.000 HR | 65.00000 1300.00| 75.00000 1500.00| 65.00000 1300.00
BULLDOZER (INCLUDING OPERATOR) | | |
1200 631.172 35.000 HR | 45.00000 1575.00| 45.00000 1575.00| 55.00000 1925.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
1210 631.18 10.000 HR | 55.00000 550.00| 40.00000 400.00| 40.00000 400.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
1220 631.20 10.000 HR | 100.00000 1000.00| 100.00000 1000.00| 67.00000 670.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
1230 631.32 20.000 HR | 150.00000 3000.00| 150.00000 3000.00| 130.00000 2600.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
1240 631.36 15.000 MH | 25.00000 375.00| 30.00000 450.00| 45.00000 675.00
FOREMAN | | |
LETTING DATE : 09/06/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 8
LOCATION : AUBURN TABULATION OF BIDS
CONTRACT ID : 007738.00
=========
====================================================================================================================================
|( 1 ) 000054 |( 2 ) 000164 |( 3 ) 000416
|THE DIAZ CORPORATION |C P M CONSTRUCTORS |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1250 634.16 LUMP| 43000.00000 43000.00| 50000.00000 50000.00| 42600.00000 42600.00
HIGHWAY LIGHTING | | |
1260 634.21 32.000 EA | 2000.00000 64000.00| 2000.00000 64000.00| 2000.00000 64000.00
CONVENTIONAL LIGHT STANDARD | | |
1270 636.30 430.000 M2 | 250.00000 107500.00| 310.00000 133300.00| 420.00000 180600.00
M.S.E. RETAINING WALL | | |
1280 636.60 45.000 M2 | 150.00000 6750.00| 300.00000 13500.00| 143.00000 6435.00
MSE SEGMENTAL RETAINING WALL | | |
1290 637.071 LUMP| 10000.00000 10000.00| 20000.00000 20000.00| 2000.00000 2000.00
DUST CONTROL | | |
1300 639.18 1.000 EA | 5000.00000 5000.00| 13000.00000 13000.00| 3500.00000 3500.00
FIELD OFFICE TYPE A | | |
1310 639.21 LUMP| 4750.00000 4750.00| 2500.00000 2500.00| 5000.00000 5000.00
TESTING FACILITIES SOILS | | |
1320 639.23 LUMP| 5000.00000 5000.00| 100.00000 100.00| 100.00000 100.00
TESTING FACILITIES-CONCRETE | | |
1330 643.71 LUMP| 8000.00000 8000.00| 9000.00000 9000.00| 7900.00000 7900.00
TRAFFIC SIGNAL MODIFICATION : Auburn | | |
Mall entrance at Center Street | | |
1340 643.71 LUMP| 9000.00000 9000.00| 9000.00000 9000.00| 8900.00000 8900.00
TRAFFIC SIGNAL MODIFICATION : Turner St | | |
@ Mt. Auburn Ave. | | |
1350 643.80 LUMP| 45000.00000 45000.00| 45000.00000 45000.00| 43500.00000 43500.00
TRAFFIC SIGNALS AT : Center St.@Mt. Aub | | |
EB On-Ramps | | |
1360 643.80 LUMP| 50000.00000 50000.00| 50000.00000 50000.00| 49600.00000 49600.00
TRAFFIC SIGNALS AT : Center St.@Mt. Aub | | |
WB Off-ramps | | |
1370 643.90 LUMP| 8000.00000 8000.00| 8000.00000 8000.00| 7900.00000 7900.00
INTERCONNECT WIRE BETWEEN : Center St. | | |
on&off Ramps | | |
1380 643.92 17.000 EA | 650.00000 11050.00| 650.00000 11050.00| 650.00000 11050.00
PEDESTAL POLE | | |
1390 643.93 4.000 EA | 4200.00000 16800.00| 4500.00000 18000.00| 4200.00000 16800.00
STRAIN POLE | | |
1400 645.13 LUMP| 14000.00000 14000.00| 15000.00000 15000.00| 9100.00000 9100.00
GUIDE SIGN - OVERPASS MOUNTED | | |
1410 645.15 LUMP| 65000.00000 65000.00| 50000.00000 50000.00| 52200.00000 52200.00
CANTILEVER GUIDE SIGN | | |
1420 645.291 14.000 M2 | 760.00000 10640.00| 350.00000 4900.00| 200.00000 2800.00
ROADSIDE GUIDE SIGNS TYPE II | | |
LETTING DATE : 09/06/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 9
LOCATION : AUBURN TABULATION OF BIDS
CONTRACT ID : 007738.00
=========
====================================================================================================================================
|( 1 ) 000054 |( 2 ) 000164 |( 3 ) 000416
|THE DIAZ CORPORATION |C P M CONSTRUCTORS |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1430 645.292 100.000 M2 | 280.00000 28000.00| 100.00000 10000.00| 250.00000 25000.00
REGULATORY, WARNING, CONFIRMATION AND | | |
ROUTE MARKER ASSEMBLY SIGNS TYPE II | | |
1440 652.311 15.000 EA | 50.00000 750.00| 55.00000 825.00| 150.00000 2250.00
TYPE II BARRICADE | | |
1450 652.312 10.000 EA | 200.00000 2000.00| 55.00000 550.00| 150.00000 1500.00
TYPE III BARRICADE | | |
1460 652.33 80.000 EA | 50.00000 4000.00| 55.00000 4400.00| 60.00000 4800.00
DRUM | | |
1470 652.34 80.000 EA | 20.00000 1600.00| 20.00000 1600.00| 20.00000 1600.00
CONE | | |
1480 652.35 70.000 M2 | 90.00000 6300.00| 120.00000 8400.00| 100.00000 7000.00
CONSTRUCTION SIGNS | | |
1490 652.361 260.000 LS | 10000.00000 10000.00| 20000.00000 20000.00| 75000.00000 75000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
1500 652.37 2.000 GP | 4000.00000 8000.00| 2800.00000 5600.00| 2800.00000 5600.00
WARNING LIGHTS | | |
1510 652.38 3000.000 MH | 14.00000 42000.00| 17.00000 51000.00| 15.00000 45000.00
FLAGGER | | |
1520 657.24 230.000 UN | 12.25000 2817.50| 12.00000 2760.00| 12.00000 2760.00
SEEDING PITS | | |
1530 658.20 10.000 M2 | 29.00000 290.00| 28.50000 285.00| 36.00000 360.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
1540 659.10 LUMP| 350000.00000 350000.00| 350000.00000 350000.00| 328000.00000 328000.00
MOBILIZATION | | |
1550 660.21 3000.000 MH | 1.00000 3000.00| 1.00000 3000.00| 12.00000 36000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 3,617,376.90| $ 3,658,688.70| $ 3,810,593.25
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 3,617,376.90| $ 3,658,688.70| $ 3,810,593.25
====================================================================================================================================
LETTING DATE : 09/06/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 10
LOCATION : AUBURN TABULATION OF BIDS
CONTRACT ID : 007738.00
=========
====================================================================================================================================
|( 4 ) 000009 |( 5 ) 000032 |( )
|BANCROFT CONTRACTING CORP. |REED & REED INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 107.27 LUMP| 31800.00000 31800.00| 60000.00000 60000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0020 201.11 0.279 HA | 5850.00000 1632.15| 5500.00000 1534.50|
CLEARING | | |
0030 201.23 2.000 EA | 1100.00000 2200.00| 1000.00000 2000.00|
REMOVING SINGLE TREE TOP ONLY | | |
0040 201.24 2.000 EA | 225.00000 450.00| 200.00000 400.00|
REMOVING STUMP | | |
0050 202.203 970.000 M2 | 12.75000 12367.50| 12.00000 11640.00|
PAVEMENT BUTT JOINTS | | |
0060 203.20 21500.000 M3 | 9.55000 205325.00| 9.00000 193500.00|
COMMON EXCAVATION | | |
0070 203.23 1000.000 M3 | 16.00000 16000.00| 15.00000 15000.00|
MUCK EXCAVATION | | |
0080 203.24 32600.000 M3 | 13.80000 449880.00| 13.00000 423800.00|
COMMON BORROW | | |
0090 203.25 1150.000 M3 | 17.00000 19550.00| 16.00000 18400.00|
GRANULAR BORROW | | |
0100 203.26 1780.000 M3 | 21.50000 38270.00| 20.00000 35600.00|
GRAVEL BORROW | | |
0110 206.061 50.000 M3 | 37.50000 1875.00| 35.00000 1750.00|
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0120 206.07 50.000 M3 | 160.00000 8000.00| 150.00000 7500.00|
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0130 304.10 15700.000 M3 | 17.00000 266900.00| 16.00000 251200.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0140 403.207 3250.000 MG | 51.50000 167375.00| 60.00000 195000.00|
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0150 403.208 5650.000 MG | 44.50000 251425.00| 42.00000 237300.00|
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0160 403.209 270.000 MG | 85.00000 22950.00| 80.00000 21600.00|
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0170 403.210 83.000 MG | 69.00000 5727.00| 65.00000 5395.00|
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0180 403.211 720.000 MG | 49.00000 35280.00| 46.00000 33120.00|
HOT MIX ASPHALT (SHIM) | | |
LETTING DATE : 09/06/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 11
LOCATION : AUBURN TABULATION OF BIDS
CONTRACT ID : 007738.00
=========
====================================================================================================================================
|( 4 ) 000009 |( 5 ) 000032 |( )
|BANCROFT CONTRACTING CORP. |REED & REED INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 409.15 1700.000 L | 2.00000 3400.00| 2.00000 3400.00|
BITUMINOUS TACK COAT APPLIED | | |
0200 501.231 2.000 EA | 4250.00000 8500.00| 5000.00000 10000.00|
DYNAMIC LOADING TEST | | |
0210 501.54 170.000 M | 180.00000 30600.00| 280.00000 47600.00|
STEEL H-BEAM PILES 174 KG/M, DELIVERED | | |
0220 501.541 170.000 M | 10.60000 1802.00| 100.00000 17000.00|
STEEL H-BEAM PILES 174 KG/M, IN PLACE | | |
0230 501.90 10.000 EA | 220.00000 2200.00| 250.00000 2500.00|
PILE TIPS | | |
0240 501.92 LUMP| 20500.00000 20500.00| 30000.00000 30000.00|
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0250 502.219 140.000 LS | 54500.00000 54500.00| 300000.00000 300000.00|
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0260 502.31 9.000 LS | 3900.00000 3900.00| 8000.00000 8000.00|
STRUCTURAL CONCRETE APPROACH SLABS : | | |
ABUTMENT 1 | | |
0270 502.31 9.000 LS | 3900.00000 3900.00| 8000.00000 8000.00|
STRUCTURAL CONCRETE APPROACH SLABS : | | |
ABUTMENT 2 | | |
0280 502.422 LUMP| 99500.00000 99500.00| 200000.00000 200000.00|
STRUCTURAL CONCRETE ROADWAY AND | | |
SIDEWALK SLAB ON CONCRETE BRIDGES | | |
0290 503.12 21000.000 KG | 0.61000 12810.00| 1.00000 21000.00|
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0300 503.13 21000.000 KG | 0.94000 19740.00| 0.70000 14700.00|
REINFORCING STEEL, PLACING | | |
0310 508.13 440.000 LS | 3130.00000 3130.00| 6000.00000 6000.00|
MEMBRANE WATERPROOFING | | |
0320 514.06 1.000 EA | 800.00000 800.00| 1500.00000 1500.00|
CURING BOX FOR CONCRETE CYLINDERS | | |
0330 515.21 310.000 LS | 1000.00000 1000.00| 2000.00000 2000.00|
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0340 520.22 1.000 EA | 14500.00000 14500.00| 28000.00000 28000.00|
EXPANSION DEVICE - COMPRESSION SEAL | | |
0350 523.08 10.000 EA | 1400.00000 14000.00| 2500.00000 25000.00|
ELASTOMERIC BRIDGE BEARING - LAMINATED | | |
0360 526.301 35.000 LS | 350.00000 350.00| 50000.00000 50000.00|
TEMPORARY CONCRETE BARRIER TYPE I | | |
LETTING DATE : 09/06/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 12
LOCATION : AUBURN TABULATION OF BIDS
CONTRACT ID : 007738.00
=========
====================================================================================================================================
|( 4 ) 000009 |( 5 ) 000032 |( )
|BANCROFT CONTRACTING CORP. |REED & REED INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0370 526.321 130.000 LS | 24000.00000 24000.00| 40000.00000 40000.00|
PERMANENT CONCRETE BARRIER TYPE III A | | |
0380 527.301 2.000 EA | 9150.00000 18300.00| 7000.00000 14000.00|
ENERGY ABSORBING SYSTEM (C-A-T) | | |
0390 527.304 1.000 EA | 37500.00000 37500.00| 37500.00000 37500.00|
REACT-350 | | |
0400 535.61 183.000 LS | 175750.00000 175750.00| 275000.00000 275000.00|
PRESTRESSED STRUCTURAL CONCRETE | | |
I-GIRDERS | | |
0410 603.159 135.000 M | 138.00000 18630.00| 130.00000 17550.00|
300 MM CULVERT PIPE OPTION III | | |
0420 603.165 40.000 M | 140.00000 5600.00| 130.00000 5200.00|
375 MM RCP CLASS III | | |
0430 603.175 11.000 M | 195.00000 2145.00| 180.00000 1980.00|
450 MM RCP CLASS III | | |
0440 603.179 13.000 M | 195.00000 2535.00| 180.00000 2340.00|
450 MM CULVERT PIPE OPTION III | | |
0450 604.072 14.000 EA | 2350.00000 32900.00| 2200.00000 30800.00|
CATCH BASIN TYPE A1-C | | |
0460 604.09 3.000 EA | 2250.00000 6750.00| 2100.00000 6300.00|
CATCH BASIN TYPE B1 | | |
0470 604.16 8.000 EA | 650.00000 5200.00| 600.00000 4800.00|
ALTERING CATCH BASIN TO MANHOLES | | |
0480 604.164 4.000 EA | 1275.00000 5100.00| 1200.00000 4800.00|
REBUILDING CATCH BASIN | | |
0490 604.18 10.000 EA | 375.00000 3750.00| 350.00000 3500.00|
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0500 604.249 2.000 EA | 1400.00000 2800.00| 1300.00000 2600.00|
CATCH BASIN TYPE F6-C | | |
0510 604.252 1.000 EA | 2350.00000 2350.00| 2200.00000 2200.00|
CATCH BASIN TYPE A5-C | | |
0520 605.09 590.000 M | 80.00000 47200.00| 75.00000 44250.00|
150 MM UNDERDRAIN TYPE B | | |
0530 605.10 9.000 M | 150.00000 1350.00| 110.00000 990.00|
150 MM UNDERDRAIN OUTLET | | |
0540 605.11 115.000 M | 125.00000 14375.00| 115.00000 13225.00|
300 MM UNDERDRAIN TYPE C | | |
0550 606.151 16.000 M | 43.50000 696.00| 52.00000 832.00|
GUARDRAIL TYPE 3AA - SINGLE RAIL | | |
0560 606.17 700.000 M | 35.70000 24990.00| 34.00000 23800.00|
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
LETTING DATE : 09/06/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 13
LOCATION : AUBURN TABULATION OF BIDS
CONTRACT ID : 007738.00
=========
====================================================================================================================================
|( 4 ) 000009 |( 5 ) 000032 |( )
|BANCROFT CONTRACTING CORP. |REED & REED INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0570 606.1721 4.000 EA | 795.00000 3180.00| 800.00000 3200.00|
BRIDGE TRANSITION - TYPE 1 | | |
0580 606.18 12.000 M | 51.50000 618.00| 47.00000 564.00|
GUARDRAIL TYPE 3B - DOUBLE RAIL | | |
0590 606.201 55.000 M | 48.70000 2678.50| 53.00000 2915.00|
GUARDRAIL TYPE 3AA - OVER 4.5 M RADIUS | | |
0600 606.22 8.000 M | 40.50000 324.00| 53.00000 424.00|
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0610 606.2602 1.000 EA | 375.00000 375.00| 400.00000 400.00|
TERMINAL END - TRAILING END | | |
0620 606.265 5.000 EA | 45.00000 225.00| 30.00000 150.00|
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0630 606.266 2.000 EA | 55.00000 110.00| 35.00000 70.00|
TERMINAL END - SINGLE RAIL - CORROSION | | |
RESISTANT STEEL | | |
0640 606.35 23.000 EA | 32.00000 736.00| 30.00000 690.00|
GUARDRAIL DELINEATOR POST | | |
0650 606.36 95.000 M | 24.50000 2327.50| 13.00000 1235.00|
GUARDRAIL REMOVED AND RESET | | |
0660 606.369 205.000 M | 5.50000 1127.50| 5.00000 1025.00|
GUARDRAIL REMOVED AND STACKED | | |
0670 606.752 1.000 EA | 1600.00000 1600.00| 1500.00000 1500.00|
WIDEN SHOULDER FOR MODIFIED ECCENTRIC | | |
LOADER TERMINAL | | |
0680 606.76 3.000 EA | 1575.00000 4725.00| 1100.00000 3300.00|
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0690 608.251 700.000 M2 | 70.00000 49000.00| 65.00000 45500.00|
PRECAST CONCRETE PAVERS | | |
0700 609.11 680.000 M | 75.00000 51000.00| 70.00000 47600.00|
VERTICAL CURB TYPE 1 | | |
0710 609.12 175.000 M | 105.00000 18375.00| 95.00000 16625.00|
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0720 609.234 30.000 EA | 140.00000 4200.00| 130.00000 3900.00|
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0730 609.237 17.000 EA | 225.00000 3825.00| 210.00000 3570.00|
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0740 609.31 110.000 M | 13.00000 1430.00| 17.00000 1870.00|
CURB TYPE 3 | | |
0750 609.34 60.000 M | 70.00000 4200.00| 65.00000 3900.00|
CURB TYPE 5 | | |
LETTING DATE : 09/06/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 14
LOCATION : AUBURN TABULATION OF BIDS
CONTRACT ID : 007738.00
=========
====================================================================================================================================
|( 4 ) 000009 |( 5 ) 000032 |( )
|BANCROFT CONTRACTING CORP. |REED & REED INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0760 609.35 60.000 M | 195.00000 11700.00| 180.00000 10800.00|
CURB TYPE 5 - CIRCULAR | | |
0770 609.38 1100.000 M | 27.50000 30250.00| 25.00000 27500.00|
RESET CURB TYPE 1 | | |
0780 609.40 720.000 M | 27.50000 19800.00| 25.00000 18000.00|
RESET CURB TYPE 5 | | |
0790 610.08 40.000 M3 | 55.00000 2200.00| 50.00000 2000.00|
PLAIN RIPRAP | | |
0800 610.18 20.000 M3 | 65.00000 1300.00| 60.00000 1200.00|
STONE DITCH PROTECTION | | |
0810 612.06 35.000 M2 | 12.75000 446.25| 12.00000 420.00|
BITUMINOUS SEALING - BLACK | | |
0820 615.07 920.000 M3 | 32.50000 29900.00| 30.00000 27600.00|
LOAM | | |
0830 618.1301 18.000 UN | 15.00000 270.00| 16.00000 288.00|
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0840 618.1401 97.000 UN | 13.50000 1309.50| 15.00000 1455.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0850 618.1411 76.000 UN | 14.50000 1102.00| 15.00000 1140.00|
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0860 618.25 5.000 M3 | 50.00000 250.00| 20.00000 100.00|
APPLIED WATER | | |
0870 619.1201 470.000 UN | 8.00000 3760.00| 10.00000 4700.00|
MULCH - PLAN QUANTITY | | |
0880 619.1301 5.000 UN | 450.00000 2250.00| 60.00000 300.00|
BARK MULCH - PLAN QUANTITY BARK MULCH | | |
(PLAN QUANTITY) | | |
0890 620.58 100.000 M2 | 4.50000 450.00| 4.00000 400.00|
EROSION CONTROL GEOTEXTILE | | |
0900 620.60 8550.000 M2 | 6.50000 55575.00| 3.00000 25650.00|
REINFORCEMENT GEOTEXTILE | | |
0910 621.01 750.000 EA | 4.50000 3375.00| 4.00000 3000.00|
EVERGREEN TREES (200 MM - 300 MM) | | |
0920 621.037 86.000 EA | 155.00000 13330.00| 110.00000 9460.00|
EVERGREEN TREES (1500 MM - 1800 MM) | | |
GROUP A | | |
0930 621.197 28.000 EA | 265.00000 7420.00| 260.00000 7280.00|
MEDIUM DECIDUOUS TREE (45 MM - 50 MM | | |
CALIPER) GROUP C | | |
0940 621.202 87.000 EA | 295.00000 25665.00| 325.00000 28275.00|
MEDIUM DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP B | | |
LETTING DATE : 09/06/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 15
LOCATION : AUBURN TABULATION OF BIDS
CONTRACT ID : 007738.00
=========
====================================================================================================================================
|( 4 ) 000009 |( 5 ) 000032 |( )
|BANCROFT CONTRACTING CORP. |REED & REED INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0950 621.273 46.000 EA | 300.00000 13800.00| 325.00000 14950.00|
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0960 621.389 58.000 EA | 30.00000 1740.00| 26.00000 1508.00|
DWARF EVERGREENS (375 MM - 450 MM) | | |
GROUP A | | |
0970 621.397 52.000 EA | 45.00000 2340.00| 40.00000 2080.00|
DWARF EVERGREENS (450 MM - 600 MM) | | |
GROUP C | | |
0980 621.48 39.000 EA | 40.00000 1560.00| 26.00000 1014.00|
BROADLEAF EVERGREENS (375 MM - 450 MM) | | |
GROUP A | | |
0990 621.51 203.000 EA | 20.50000 4161.50| 22.00000 4466.00|
HYBRID RHODODENDRON (375 MM - 450 MM) | | |
1000 621.511 374.000 EA | 36.50000 13651.00| 29.00000 10846.00|
HYBRID RHODODENDRON (450 MM - 600 MM) | | |
1010 621.546 272.000 EA | 37.50000 10200.00| 34.00000 9248.00|
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP A | | |
1020 621.71 2400.000 EA | 12.80000 30720.00| 9.00000 21600.00|
HERBACEOUS PERENNIALS GROUP A | | |
1030 626.11 15.000 EA | 505.00000 7575.00| 475.00000 7125.00|
PRECAST CONCRETE JUNCTION BOX:___ | | |
1040 626.22 580.000 M | 67.50000 39150.00| 63.00000 36540.00|
NON-METALLIC CONDUIT | | |
1050 626.23 1900.000 M | 32.50000 61750.00| 29.00000 55100.00|
PREWIRED CONDUIT SECONDARY WIRING | | |
1060 626.33 32.000 EA | 1050.00000 33600.00| 975.00000 31200.00|
750 MM FOUNDATION | | |
1070 626.34 17.000 EA | 1600.00000 27200.00| 1500.00000 25500.00|
SIGNAL POLE FOUNDATION | | |
1080 626.35 2.000 EA | 800.00000 1600.00| 750.00000 1500.00|
CONTROLLER CABINET FOUNDATION | | |
1090 626.36 12.000 EA | 500.00000 6000.00| 450.00000 5400.00|
REMOVE OR MODIFY CONCRETE FOUNDATION | | |
1100 626.37 4.000 EA | 2700.00000 10800.00| 2500.00000 10000.00|
SPECIAL FOUNDATION | | |
1110 627.71 9560.000 M | 0.31000 2963.60| 0.30000 2868.00|
100 MM WHITE PAVEMENT MARKING LINE | | |
1120 627.73 3900.000 M | 0.31000 1209.00| 0.30000 1170.00|
100 MM YELLOW PAVEMENT MARKING LINE | | |
LETTING DATE : 09/06/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 16
LOCATION : AUBURN TABULATION OF BIDS
CONTRACT ID : 007738.00
=========
====================================================================================================================================
|( 4 ) 000009 |( 5 ) 000032 |( )
|BANCROFT CONTRACTING CORP. |REED & REED INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1130 627.75 140.000 M2 | 13.25000 1855.00| 13.00000 1820.00|
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
1140 627.78 12000.000 M | 0.29000 3480.00| 0.30000 3600.00|
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
1150 629.05 35.000 MH | 24.00000 840.00| 25.00000 875.00|
HAND LABOR, STRAIGHT TIME | | |
1160 631.10 15.000 HR | 60.00000 900.00| 50.00000 750.00|
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
1170 631.11 15.000 HR | 40.00000 600.00| 25.00000 375.00|
AIR TOOL (INCLUDING OPERATOR) | | |
1180 631.12 25.000 HR | 80.00000 2000.00| 75.00000 1875.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
1190 631.13 20.000 HR | 70.00000 1400.00| 65.00000 1300.00|
BULLDOZER (INCLUDING OPERATOR) | | |
1200 631.172 35.000 HR | 50.00000 1750.00| 45.00000 1575.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
1210 631.18 10.000 HR | 60.00000 600.00| 55.00000 550.00|
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
1220 631.20 10.000 HR | 110.00000 1100.00| 100.00000 1000.00|
STUMP CHIPPER (INCLUDING OPERATOR) | | |
1230 631.32 20.000 HR | 160.00000 3200.00| 150.00000 3000.00|
CULVERT CLEANER (INCLUDING OPERATOR) | | |
1240 631.36 15.000 MH | 35.00000 525.00| 40.00000 600.00|
FOREMAN | | |
1250 634.16 LUMP| 45500.00000 45500.00| 45000.00000 45000.00|
HIGHWAY LIGHTING | | |
1260 634.21 32.000 EA | 2100.00000 67200.00| 2000.00000 64000.00|
CONVENTIONAL LIGHT STANDARD | | |
1270 636.30 430.000 M2 | 300.00000 129000.00| 200.00000 86000.00|
M.S.E. RETAINING WALL | | |
1280 636.60 45.000 M2 | 275.00000 12375.00| 500.00000 22500.00|
MSE SEGMENTAL RETAINING WALL | | |
1290 637.071 LUMP| 15000.00000 15000.00| 10000.00000 10000.00|
DUST CONTROL | | |
1300 639.18 1.000 EA | 12500.00000 12500.00| 15000.00000 15000.00|
FIELD OFFICE TYPE A | | |
1310 639.21 LUMP| 11000.00000 11000.00| 10000.00000 10000.00|
TESTING FACILITIES SOILS | | |
LETTING DATE : 09/06/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 17
LOCATION : AUBURN TABULATION OF BIDS
CONTRACT ID : 007738.00
=========
====================================================================================================================================
|( 4 ) 000009 |( 5 ) 000032 |( )
|BANCROFT CONTRACTING CORP. |REED & REED INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1320 639.23 LUMP| 4250.00000 4250.00| 12000.00000 12000.00|
TESTING FACILITIES-CONCRETE | | |
1330 643.71 LUMP| 8500.00000 8500.00| 8000.00000 8000.00|
TRAFFIC SIGNAL MODIFICATION : Auburn | | |
Mall entrance at Center Street | | |
1340 643.71 LUMP| 9500.00000 9500.00| 9000.00000 9000.00|
TRAFFIC SIGNAL MODIFICATION : Turner St | | |
@ Mt. Auburn Ave. | | |
1350 643.80 LUMP| 46500.00000 46500.00| 45000.00000 45000.00|
TRAFFIC SIGNALS AT : Center St.@Mt. Aub | | |
EB On-Ramps | | |
1360 643.80 LUMP| 53000.00000 53000.00| 50000.00000 50000.00|
TRAFFIC SIGNALS AT : Center St.@Mt. Aub | | |
WB Off-ramps | | |
1370 643.90 LUMP| 8500.00000 8500.00| 8000.00000 8000.00|
INTERCONNECT WIRE BETWEEN : Center St. | | |
on&off Ramps | | |
1380 643.92 17.000 EA | 700.00000 11900.00| 650.00000 11050.00|
PEDESTAL POLE | | |
1390 643.93 4.000 EA | 4500.00000 18000.00| 4200.00000 16800.00|
STRAIN POLE | | |
1400 645.13 LUMP| 28000.00000 28000.00| 27000.00000 27000.00|
GUIDE SIGN - OVERPASS MOUNTED | | |
1410 645.15 LUMP| 75500.00000 75500.00| 71000.00000 71000.00|
CANTILEVER GUIDE SIGN | | |
1420 645.291 14.000 M2 | 250.00000 3500.00| 204.00000 2856.00|
ROADSIDE GUIDE SIGNS TYPE II | | |
1430 645.292 100.000 M2 | 300.00000 30000.00| 250.00000 25000.00|
REGULATORY, WARNING, CONFIRMATION AND | | |
ROUTE MARKER ASSEMBLY SIGNS TYPE II | | |
1440 652.311 15.000 EA | 120.00000 1800.00| 60.00000 900.00|
TYPE II BARRICADE | | |
1450 652.312 10.000 EA | 350.00000 3500.00| 60.00000 600.00|
TYPE III BARRICADE | | |
1460 652.33 80.000 EA | 75.00000 6000.00| 60.00000 4800.00|
DRUM | | |
1470 652.34 80.000 EA | 16.50000 1320.00| 25.00000 2000.00|
CONE | | |
1480 652.35 70.000 M2 | 170.00000 11900.00| 200.00000 14000.00|
CONSTRUCTION SIGNS | | |
1490 652.361 260.000 LS | 36000.00000 36000.00| 50000.00000 50000.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
LETTING DATE : 09/06/00 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/05/01
PAGE : 18
LOCATION : AUBURN TABULATION OF BIDS
CONTRACT ID : 007738.00
=========
====================================================================================================================================
|( 4 ) 000009 |( 5 ) 000032 |( )
|BANCROFT CONTRACTING CORP. |REED & REED INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1500 652.37 2.000 GP | 3000.00000 6000.00| 2800.00000 5600.00|
WARNING LIGHTS | | |
1510 652.38 3000.000 MH | 15.00000 45000.00| 15.00000 45000.00|
FLAGGER | | |
1520 657.24 230.000 UN | 13.00000 2990.00| 14.00000 3220.00|
SEEDING PITS | | |
1530 658.20 10.000 M2 | 40.00000 400.00| 36.00000 360.00|
ACRYLIC LATEX COLOR FINISH, GREEN | | |
1540 659.10 LUMP| 530000.00000 530000.00| 435000.00000 435000.00|
MOBILIZATION | | |
1550 660.21 3000.000 MH | 2.00000 6000.00| 0.01000 30.00|
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 4,153,374.00| $ 4,488,263.50| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 4,153,374.00| $ 4,488,263.50| $
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