Skip Maine state header navigation
LETTING DATSTP-7736(00)X MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 1
LOCATION : LEWISTON TABULATION OF BIDS
CONTRACT ID : 007735.00
=========
COMPLETION DATE : 11/15/02
PROJECT(S): STP-7735(00)X COUNTIE(S) : ANDROSCOGGIN MAINE STATE DEPTARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
CONTRACT DESCRIPTION : BRIDGE CONSTRUCTIONS - NEW ATTEST : _______________________________
NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000054 THE DIAZ CORPORATION $ 4,516,412.90 100.0000%
2 000032 REED & REED, INC. $ 4,839,675.80 107.1575%
3 000164 C P M CONSTRUCTORS $ 4,914,367.50 108.8113%
4 000272 A & V CONSTRUCTION, CORP. $ 5,144,372.50 113.9039%
5 000063 WYMAN & SIMPSON, INC. $ 5,739,900.00 127.0898%
6 000416 T BUCK CONSTRUCTION INC. $ 6,000,886.25 132.8684%
====================================================================================================================================
|( 1 ) 000054 |( 2 ) 000032 |( 3 ) 000164
|THE DIAZ CORPORATION |REED & REED INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 201.23 6.000 EA | 325.00000 1950.00| 600.00000 3600.00| 500.00000 3000.00
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 7.000 EA | 300.00000 2100.00| 200.00000 1400.00| 200.00000 1400.00
REMOVING STUMP | | |
0030 202.203 1850.000 M2 | 8.00000 14800.00| 8.00000 14800.00| 13.00000 24050.00
PAVEMENT BUTT JOINTS | | |
0040 203.20 11370.000 M3 | 13.00000 147810.00| 7.25000 82432.50| 8.00000 90960.00
COMMON EXCAVATION | | |
0050 203.24 7122.000 M3 | 14.50000 103269.00| 9.00000 64098.00| 10.00000 71220.00
COMMON BORROW | | |
0060 203.25 100.000 M3 | 15.50000 1550.00| 12.00000 1200.00| 12.00000 1200.00
GRANULAR BORROW | | |
0070 203.26 4000.000 M3 | 25.00000 100000.00| 15.25000 61000.00| 17.00000 68000.00
GRAVEL BORROW | | |
0080 203.35 196.000 M3 | 25.00000 4900.00| 33.00000 6468.00| 33.00000 6468.00
CRUSHED STONE FILL | | |
0090 206.061 50.000 M3 | 25.00000 1250.00| 8.00000 400.00| 8.00000 400.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
LETTING DATE : 08/29/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 2
LOCATION : LEWISTON TABULATION OF BIDS
CONTRACT ID : 007735.00
=========
====================================================================================================================================
|( 1 ) 000054 |( 2 ) 000032 |( 3 ) 000164
|THE DIAZ CORPORATION |REED & REED INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 206.07 50.000 M3 | 250.00000 12500.00| 150.00000 7500.00| 150.00000 7500.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0110 304.10 15800.000 M3 | 13.00000 205400.00| 12.75000 201450.00| 14.00000 221200.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0120 403.207 2600.000 MG | 50.00000 130000.00| 50.00000 130000.00| 52.00000 135200.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0130 403.208 2567.000 MG | 43.00000 110381.00| 43.00000 110381.00| 45.00000 115515.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0140 403.209 63.000 MG | 97.00000 6111.00| 97.00000 6111.00| 100.00000 6300.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0150 403.210 156.000 MG | 46.00000 7176.00| 46.00000 7176.00| 48.00000 7488.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0160 403.211 560.000 MG | 50.00000 28000.00| 45.00000 25200.00| 47.00000 26320.00
HOT MIX ASPHALT (SHIM) | | |
0170 403.213 1283.000 MG | 39.00000 50037.00| 38.00000 48754.00| 40.00000 51320.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX | | |
SIZE - BASE | | |
0180 409.15 2225.000 L | 2.00000 4450.00| 2.00000 4450.00| 2.00000 4450.00
BITUMINOUS TACK COAT APPLIED | | |
0190 502.219 162.000 LS | 80000.00000 80000.00| 115000.00000 115000.00| 125000.00000 125000.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0200 502.26 105.000 LS | 80000.00000 80000.00| 115000.00000 115000.00| 80000.00000 80000.00
STRUCTURAL CONCRETE ROADWAY AND | | |
SIDEWALK SLABS ON STEEL BRIDGES | | |
0210 502.31 36.000 LS | 13000.00000 13000.00| 18000.00000 18000.00| 7000.00000 7000.00
STRUCTURAL CONCRETE APPROACH SLABS | | |
0220 502.571 LUMP| 150000.00000 150000.00| 200000.00000 200000.00| 244000.00000 244000.00
ANNULAR SPACE GROUTING | | |
0230 503.12 43100.000 KG | 1.00000 43100.00| 0.75000 32325.00| 0.01000 431.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0240 503.13 43100.000 KG | 0.45000 19395.00| 0.80000 34480.00| 0.01000 431.00
REINFORCING STEEL, PLACING | | |
0250 504.70 78500.000 LS | 120000.00000 120000.00| 125000.00000 125000.00| 120000.00000 120000.00
STRUCTURAL STEEL FABRICATED AND | | |
DELIVERED | | |
0260 504.71 78500.000 LS | 15000.00000 15000.00| 30000.00000 30000.00| 15000.00000 15000.00
STRUCTURAL STEEL ERECTION | | |
LETTING DATE : 08/29/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 3
LOCATION : LEWISTON TABULATION OF BIDS
CONTRACT ID : 007735.00
=========
====================================================================================================================================
|( 1 ) 000054 |( 2 ) 000032 |( 3 ) 000164
|THE DIAZ CORPORATION |REED & REED INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0270 505.08 1590.000 LS | 2500.00000 2500.00| 3000.00000 3000.00| 2500.00000 2500.00
SHEAR CONNECTORS | | |
0280 507.0832 700.000 LS | 300000.00000 300000.00| 300000.00000 300000.00| 320000.00000 320000.00
STEEL BRIDGE RAILING, 4 BAR, | | |
TRAFFIC/BICYCLE | | |
0290 508.13 860.000 LS | 9000.00000 9000.00| 9500.00000 9500.00| 10000.00000 10000.00
MEMBRANE WATERPROOFING | | |
0300 509.202 320.000 LS | 550000.00000 550000.00| 750000.00000 750000.00| 650000.00000 650000.00
CULVERT SLIPLINING | | |
0310 514.06 1.000 EA | 750.00000 750.00| 1000.00000 1000.00| 750.00000 750.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0320 515.21 605.000 LS | 2000.00000 2000.00| 3500.00000 3500.00| 1450.00000 1450.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0330 520.22 1.000 EA | 20000.00000 20000.00| 22000.00000 22000.00| 20500.00000 20500.00
EXPANSION DEVICE - COMPRESSION SEAL | | |
0340 523.08 22.000 EA | 1000.00000 22000.00| 1000.00000 22000.00| 750.00000 16500.00
ELASTOMERIC BRIDGE BEARING - LAMINATED | | |
0350 526.301 200.000 LS | 35000.00000 35000.00| 40000.00000 40000.00| 20000.00000 20000.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0360 526.321 145.000 LS | 35000.00000 35000.00| 68000.00000 68000.00| 32000.00000 32000.00
PERMANENT CONCRETE BARRIER TYPE III A | | |
0370 526.322 110.000 LS | 80000.00000 80000.00| 120000.00000 120000.00| 69000.00000 69000.00
PERMANENT CONCRETE BARRIER TYPE 3A | | |
MODIFIED | | |
0380 527.301 1.000 EA | 12000.00000 12000.00| 8000.00000 8000.00| 11000.00000 11000.00
ENERGY ABSORBING SYSTEM (C-A-T) | | |
0390 535.61 232.000 LS | 200000.00000 200000.00| 225000.00000 225000.00| 200000.00000 200000.00
PRESTRESSED STRUCTURAL CONCRETE | | |
I-GIRDERS | | |
0400 603.155 51.000 M | 150.00000 7650.00| 152.00000 7752.00| 165.00000 8415.00
300 MM RCP CLASS III | | |
0410 603.159 93.200 M | 130.00000 12116.00| 105.00000 9786.00| 115.00000 10718.00
300 MM CULVERT PIPE OPTION III | | |
0420 603.169 10.000 M | 175.00000 1750.00| 120.00000 1200.00| 130.00000 1300.00
375 MM CULVERT PIPE OPTION III | | |
0430 603.175 125.000 M | 165.00000 20625.00| 187.00000 23375.00| 200.00000 25000.00
450 MM RCP CLASS III | | |
0440 603.199 6.400 M | 175.00000 1120.00| 207.00000 1324.80| 220.00000 1408.00
600 MM CULVERT PIPE OPTION III | | |
0450 604.072 23.000 EA | 1800.00000 41400.00| 1420.00000 32660.00| 1550.00000 35650.00
CATCH BASIN TYPE A1-C | | |
LETTING DATE : 08/29/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 4
LOCATION : LEWISTON TABULATION OF BIDS
CONTRACT ID : 007735.00
=========
====================================================================================================================================
|( 1 ) 000054 |( 2 ) 000032 |( 3 ) 000164
|THE DIAZ CORPORATION |REED & REED INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0460 604.09 5.400 EA | 2000.00000 10800.00| 1500.00000 8100.00| 1650.00000 8910.00
CATCH BASIN TYPE B1 | | |
0470 604.16 2.000 EA | 550.00000 1100.00| 1100.00000 2200.00| 1200.00000 2400.00
ALTERING CATCH BASIN TO MANHOLES | | |
0480 604.18 13.000 EA | 400.00000 5200.00| 325.00000 4225.00| 360.00000 4680.00
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0490 604.244 1.000 EA | 2000.00000 2000.00| 1010.00000 1010.00| 1100.00000 1100.00
CATCH BASIN TYPE F4 | | |
0500 604.249 5.000 EA | 2000.00000 10000.00| 1000.00000 5000.00| 1100.00000 5500.00
CATCH BASIN TYPE F6-C | | |
0510 605.09 238.000 M | 50.00000 11900.00| 100.00000 23800.00| 100.00000 23800.00
150 MM UNDERDRAIN TYPE B | | |
0520 605.11 84.000 M | 90.00000 7560.00| 130.00000 10920.00| 150.00000 12600.00
300 MM UNDERDRAIN TYPE C | | |
0530 605.12 327.000 M | 95.00000 31065.00| 150.00000 49050.00| 160.00000 52320.00
375 MM UNDERDRAIN TYPE C | | |
0540 605.13 90.000 M | 120.00000 10800.00| 175.00000 15750.00| 185.00000 16650.00
450 MM UNDERDRAIN TYPE C | | |
0550 605.15 90.000 M | 230.00000 20700.00| 225.00000 20250.00| 225.00000 20250.00
600 MM UNDERDRAIN TYPE C | | |
0560 606.17 549.000 M | 40.00000 21960.00| 40.00000 21960.00| 40.00000 21960.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0570 606.1721 8.000 EA | 1000.00000 8000.00| 900.00000 7200.00| 900.00000 7200.00
BRIDGE TRANSITION - TYPE 1 | | |
0580 606.21 7.000 M | 100.00000 700.00| 100.00000 700.00| 100.00000 700.00
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0590 606.22 8.000 M | 46.00000 368.00| 46.00000 368.00| 46.00000 368.00
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0600 606.265 3.000 EA | 20.00000 60.00| 20.00000 60.00| 20.00000 60.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0610 606.35 24.000 EA | 21.00000 504.00| 21.00000 504.00| 21.00000 504.00
GUARDRAIL DELINEATOR POST | | |
0620 606.364 634.000 M | 25.00000 15850.00| 25.00000 15850.00| 26.00000 16484.00
GUARDRAIL REMOVE, MODIFY AND RESET, | | |
TYPE 3B | | |
0630 606.369 249.000 M | 6.00000 1494.00| 6.00000 1494.00| 7.00000 1743.00
GUARDRAIL REMOVED AND STACKED | | |
0640 608.251 520.000 M2 | 70.00000 36400.00| 60.00000 31200.00| 72.00000 37440.00
PRECAST CONCRETE PAVERS | | |
LETTING DATE : 08/29/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 5
LOCATION : LEWISTON TABULATION OF BIDS
CONTRACT ID : 007735.00
=========
====================================================================================================================================
|( 1 ) 000054 |( 2 ) 000032 |( 3 ) 000164
|THE DIAZ CORPORATION |REED & REED INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0650 609.11 168.000 M | 60.00000 10080.00| 70.00000 11760.00| 75.00000 12600.00
VERTICAL CURB TYPE 1 | | |
0660 609.12 8.000 M | 80.00000 640.00| 110.00000 880.00| 120.00000 960.00
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0670 609.234 4.000 EA | 90.00000 360.00| 110.00000 440.00| 150.00000 600.00
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0680 609.237 14.000 EA | 150.00000 2100.00| 175.00000 2450.00| 200.00000 2800.00
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0690 609.31 54.000 M | 23.00000 1242.00| 23.00000 1242.00| 25.00000 1350.00
CURB TYPE 3 | | |
0700 609.34 323.000 M | 55.00000 17765.00| 58.00000 18734.00| 65.00000 20995.00
CURB TYPE 5 | | |
0710 609.35 7.000 M | 94.00000 658.00| 200.00000 1400.00| 200.00000 1400.00
CURB TYPE 5 - CIRCULAR | | |
0720 609.38 1280.000 M | 30.00000 38400.00| 41.00000 52480.00| 44.00000 56320.00
RESET CURB TYPE 1 | | |
0730 609.40 511.000 M | 30.00000 15330.00| 41.00000 20951.00| 44.00000 22484.00
RESET CURB TYPE 5 | | |
0740 610.08 140.000 M3 | 60.00000 8400.00| 67.00000 9380.00| 73.00000 10220.00
PLAIN RIPRAP | | |
0750 610.18 20.000 M3 | 60.00000 1200.00| 67.00000 1340.00| 80.00000 1600.00
STONE DITCH PROTECTION | | |
0760 612.06 17.000 M2 | 18.00000 306.00| 10.00000 170.00| 18.00000 306.00
BITUMINOUS SEALING - BLACK | | |
0770 615.07 370.000 M3 | 35.00000 12950.00| 25.00000 9250.00| 27.00000 9990.00
LOAM | | |
0780 617.381 50.000 M3 | 60.00000 3000.00| 50.00000 2500.00| 71.00000 3550.00
WOOD WASTE EROSION CONTROL MIX | | |
0790 618.1301 6.000 UN | 25.00000 150.00| 25.00000 150.00| 25.00000 150.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0800 618.1401 20.000 UN | 20.00000 400.00| 20.00000 400.00| 20.00000 400.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0810 618.1411 60.000 UN | 25.00000 1500.00| 25.00000 1500.00| 25.00000 1500.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0820 618.25 5.000 M3 | 50.00000 250.00| 25.00000 125.00| 100.00000 500.00
APPLIED WATER | | |
0830 619.1201 230.000 UN | 8.00000 1840.00| 7.50000 1725.00| 7.50000 1725.00
MULCH - PLAN QUANTITY | | |
0840 619.1301 4.000 UN | 500.00000 2000.00| 500.00000 2000.00| 450.00000 1800.00
BARK MULCH - PLAN QUANTITY | | |
0850 620.58 155.000 M2 | 2.00000 310.00| 6.00000 930.00| 2.00000 310.00
EROSION CONTROL GEOTEXTILE | | |
LETTING DATE : 08/29/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 6
LOCATION : LEWISTON TABULATION OF BIDS
CONTRACT ID : 007735.00
=========
====================================================================================================================================
|( 1 ) 000054 |( 2 ) 000032 |( 3 ) 000164
|THE DIAZ CORPORATION |REED & REED INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0860 621.273 61.000 EA | 425.00000 25925.00| 425.00000 25925.00| 363.00000 22143.00
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0870 621.279 54.000 EA | 525.00000 28350.00| 525.00000 28350.00| 383.00000 20682.00
LARGE DECIDUOUS TREE (65 MM - 75 MM | | |
CALIPER) GROUP A | | |
0880 621.397 76.000 EA | 40.00000 3040.00| 40.00000 3040.00| 39.00000 2964.00
DWARF EVERGREENS (450 MM - 600 MM) | | |
GROUP C | | |
0890 621.51 75.000 EA | 35.00000 2625.00| 35.00000 2625.00| 28.00000 2100.00
HYBRID RHODODENDRON (375 MM - 450 MM) | | |
0900 621.511 282.000 EA | 40.00000 11280.00| 40.00000 11280.00| 32.00000 9024.00
HYBRID RHODODENDRON (450 MM - 600 MM) | | |
0910 621.546 304.000 EA | 40.00000 12160.00| 40.00000 12160.00| 37.00000 11248.00
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP A | | |
0920 621.71 1470.000 EA | 12.00000 17640.00| 12.00000 17640.00| 14.00000 20580.00
HERBACEOUS PERENNIALS GROUP A | | |
0930 626.11 9.000 EA | 500.00000 4500.00| 475.00000 4275.00| 475.00000 4275.00
PRECAST CONCRETE JUNCTION BOX:___ | | |
0940 626.21 115.000 M | 95.00000 10925.00| 100.00000 11500.00| 94.50000 10867.50
METALLIC CONDUIT | | |
0950 626.22 385.000 M | 75.00000 28875.00| 75.00000 28875.00| 74.50000 28682.50
NON-METALLIC CONDUIT | | |
0960 626.23 1260.000 M | 11.00000 13860.00| 11.00000 13860.00| 10.25000 12915.00
PREWIRED CONDUIT SECONDARY WIRING | | |
0970 626.33 26.000 EA | 1100.00000 28600.00| 1000.00000 26000.00| 1000.00000 26000.00
750 MM FOUNDATION | | |
0980 626.34 6.000 EA | 1500.00000 9000.00| 750.00000 4500.00| 750.00000 4500.00
SIGNAL POLE FOUNDATION | | |
0990 626.35 2.000 EA | 750.00000 1500.00| 800.00000 1600.00| 800.00000 1600.00
CONTROLLER CABINET FOUNDATION | | |
1000 626.36 9.000 EA | 450.00000 4050.00| 450.00000 4050.00| 450.00000 4050.00
REMOVE OR MODIFY CONCRETE FOUNDATION | | |
1010 626.37 4.000 EA | 2500.00000 10000.00| 2000.00000 8000.00| 2000.00000 8000.00
SPECIAL FOUNDATION | | |
1020 627.71 6600.000 M | 0.33000 2178.00| 0.40000 2640.00| 0.40000 2640.00
100 MM WHITE PAVEMENT MARKING LINE | | |
1030 627.72 890.000 M | 0.66000 587.40| 0.55000 489.50| 0.55000 489.50
150 MM WHITE PAVEMENT MARKING LINE | | |
1040 627.73 4150.000 M | 0.66000 2739.00| 0.40000 1660.00| 0.40000 1660.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
LETTING DATE : 08/29/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 7
LOCATION : LEWISTON TABULATION OF BIDS
CONTRACT ID : 007735.00
=========
====================================================================================================================================
|( 1 ) 000054 |( 2 ) 000032 |( 3 ) 000164
|THE DIAZ CORPORATION |REED & REED INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1050 627.75 110.000 M2 | 17.00000 1870.00| 12.50000 1375.00| 12.50000 1375.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
1060 627.78 10750.000 M | 0.67000 7202.50| 0.30000 3225.00| 0.30000 3225.00
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
1070 629.05 35.000 MH | 32.00000 1120.00| 25.00000 875.00| 25.00000 875.00
HAND LABOR, STRAIGHT TIME | | |
1080 631.10 15.000 HR | 35.00000 525.00| 40.00000 600.00| 50.00000 750.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
1090 631.11 15.000 HR | 25.00000 375.00| 30.00000 450.00| 50.00000 750.00
AIR TOOL (INCLUDING OPERATOR) | | |
1100 631.12 25.000 HR | 75.00000 1875.00| 75.00000 1875.00| 100.00000 2500.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
1110 631.13 20.000 HR | 65.00000 1300.00| 75.00000 1500.00| 75.00000 1500.00
BULLDOZER (INCLUDING OPERATOR) | | |
1120 631.172 35.000 HR | 45.00000 1575.00| 45.00000 1575.00| 45.00000 1575.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
1130 631.18 10.000 HR | 55.00000 550.00| 30.00000 300.00| 40.00000 400.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
1140 631.20 10.000 HR | 100.00000 1000.00| 120.00000 1200.00| 100.00000 1000.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
1150 631.32 20.000 HR | 150.00000 3000.00| 120.00000 2400.00| 150.00000 3000.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
1160 631.36 15.000 MH | 50.00000 750.00| 35.00000 525.00| 35.00000 525.00
FOREMAN | | |
1170 634.16 LUMP| 50000.00000 50000.00| 50000.00000 50000.00| 50000.00000 50000.00
HIGHWAY LIGHTING | | |
1180 634.21 26.000 EA | 2400.00000 62400.00| 2400.00000 62400.00| 2500.00000 65000.00
CONVENTIONAL LIGHT STANDARD | | |
1190 636.30 960.000 M2 | 300.00000 288000.00| 300.00000 288000.00| 400.00000 384000.00
M.S.E. RETAINING WALL | | |
1200 637.071 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 6000.00000 6000.00
DUST CONTROL | | |
1210 639.18 1.000 EA | 13000.00000 13000.00| 7500.00000 7500.00| 10000.00000 10000.00
FIELD OFFICE TYPE A | | |
1220 639.21 LUMP| 2500.00000 2500.00| 7000.00000 7000.00| 2500.00000 2500.00
TESTING FACILITIES SOILS | | |
1230 643.80 LUMP| 50000.00000 50000.00| 50000.00000 50000.00| 50000.00000 50000.00
TRAFFIC SIGNALS AT Main St. North | | |
LETTING DATE : 08/29/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 8
LOCATION : LEWISTON TABULATION OF BIDS
CONTRACT ID : 007735.00
=========
====================================================================================================================================
|( 1 ) 000054 |( 2 ) 000032 |( 3 ) 000164
|THE DIAZ CORPORATION |REED & REED INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1240 643.80 LUMP| 47000.00000 47000.00| 50000.00000 50000.00| 50000.00000 50000.00
TRAFFIC SIGNALS AT Main St. South | | |
1250 643.90 LUMP| 12000.00000 12000.00| 12000.00000 12000.00| 13000.00000 13000.00
INTERCONNECT WIRE BETWEEN | | |
1260 643.92 6.000 EA | 600.00000 3600.00| 600.00000 3600.00| 600.00000 3600.00
PEDESTAL POLE | | |
1270 643.93 4.000 EA | 4000.00000 16000.00| 3900.00000 15600.00| 4000.00000 16000.00
STRAIN POLE | | |
1280 645.13 LUMP| 22000.00000 22000.00| 40000.00000 40000.00| 22000.00000 22000.00
GUIDE SIGN - OVERPASS MOUNTED | | |
1290 645.15 LUMP| 65000.00000 65000.00| 80000.00000 80000.00| 95000.00000 95000.00
CANTILEVER GUIDE SIGN | | |
1300 645.291 21.000 M2 | 300.00000 6300.00| 75.00000 1575.00| 1.00000 21.00
ROADSIDE GUIDE SIGNS TYPE II | | |
1310 645.292 103.000 M2 | 200.00000 20600.00| 70.00000 7210.00| 1.00000 103.00
REGULATORY, WARNING, CONFIRMATION AND | | |
ROUTE MARKER ASSEMBLY SIGNS TYPE II | | |
1320 645.301 140.000 EA | 35.00000 4900.00| 35.00000 4900.00| 25.00000 3500.00
DEMOUNTABLE REFLECTORIZED DELINEATOR, | | |
SINGLE | | |
1330 652.311 15.000 EA | 50.00000 750.00| 100.00000 1500.00| 55.00000 825.00
TYPE II BARRICADE | | |
1340 652.312 10.000 EA | 200.00000 2000.00| 100.00000 1000.00| 250.00000 2500.00
TYPE III BARRICADE | | |
1350 652.33 80.000 EA | 50.00000 4000.00| 75.00000 6000.00| 55.00000 4400.00
DRUM | | |
1360 652.34 80.000 EA | 20.00000 1600.00| 10.00000 800.00| 20.00000 1600.00
CONE | | |
1370 652.35 70.000 M2 | 90.00000 6300.00| 200.00000 14000.00| 120.00000 8400.00
CONSTRUCTION SIGNS | | |
1380 652.361 300.000 LS | 15000.00000 15000.00| 20000.00000 20000.00| 10000.00000 10000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
1390 652.37 2.000 GP | 2200.00000 4400.00| 2200.00000 4400.00| 3000.00000 6000.00
WARNING LIGHTS | | |
1400 652.38 1200.000 MH | 14.00000 16800.00| 17.00000 20400.00| 15.40000 18480.00
FLAGGER | | |
1410 656.75 LUMP| 18000.00000 18000.00| 15000.00000 15000.00| 20000.00000 20000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
1420 657.24 120.000 UN | 12.45000 1494.00| 1.00000 120.00| 1.00000 120.00
SEEDING PITS | | |
LETTING DATE : 08/29/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 9
LOCATION : LEWISTON TABULATION OF BIDS
CONTRACT ID : 007735.00
=========
====================================================================================================================================
|( 1 ) 000054 |( 2 ) 000032 |( 3 ) 000164
|THE DIAZ CORPORATION |REED & REED INC. |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1430 658.20 10.000 M2 | 36.00000 360.00| 150.00000 1500.00| 15.00000 150.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
1440 659.10 LUMP| 270000.00000 270000.00| 240000.00000 240000.00| 425000.00000 425000.00
MOBILIZATION | | |
1450 660.21 3000.000 MH | 1.00000 3000.00| 0.01000 30.00| 1.00000 3000.00
ON-THE-JOB TRAINING (BID) | | |
1455 502.261 130.000 LS | 100000.00000 100000.00| 115000.00000 115000.00| 125000.00000 125000.00
SRRUCTURAL CONCRETE ROADWAY & SIDEWALK | | |
SLAB ON CONCRETE BRIDGES | | |
SECTION TOTALS | $ 4,476,412.90| $ 4,807,675.80| $ 4,864,367.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 4,516,412.90| $ 4,839,675.80| $ 4,914,367.50
====================================================================================================================================
LETTING DATE : 08/29/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 10
LOCATION : LEWISTON TABULATION OF BIDS
CONTRACT ID : 007735.00
=========
====================================================================================================================================
|( 4 ) 000272 |( 5 ) 000063 |( 6 ) 000416
|A & V CONSTRUCTION, CORP. |WYMAN & SIMPSON, INC. |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 201.23 6.000 EA | 750.00000 4500.00| 250.00000 1500.00| 200.00000 1200.00
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 7.000 EA | 175.00000 1225.00| 200.00000 1400.00| 250.00000 1750.00
REMOVING STUMP | | |
0030 202.203 1850.000 M2 | 15.00000 27750.00| 10.00000 18500.00| 12.00000 22200.00
PAVEMENT BUTT JOINTS | | |
0040 203.20 11370.000 M3 | 8.00000 90960.00| 10.00000 113700.00| 12.00000 136440.00
COMMON EXCAVATION | | |
0050 203.24 7122.000 M3 | 10.00000 71220.00| 13.50000 96147.00| 14.50000 103269.00
COMMON BORROW | | |
0060 203.25 100.000 M3 | 20.00000 2000.00| 25.00000 2500.00| 15.50000 1550.00
GRANULAR BORROW | | |
0070 203.26 4000.000 M3 | 18.00000 72000.00| 17.50000 70000.00| 20.00000 80000.00
GRAVEL BORROW | | |
0080 203.35 196.000 M3 | 35.00000 6860.00| 50.00000 9800.00| 25.00000 4900.00
CRUSHED STONE FILL | | |
0090 206.061 50.000 M3 | 35.00000 1750.00| 25.00000 1250.00| 25.00000 1250.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0100 206.07 50.000 M3 | 155.00000 7750.00| 100.00000 5000.00| 250.00000 12500.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0110 304.10 15800.000 M3 | 14.00000 221200.00| 15.75000 248850.00| 16.00000 252800.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0120 403.207 2600.000 MG | 52.00000 135200.00| 53.00000 137800.00| 49.30000 128180.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0130 403.208 2567.000 MG | 44.00000 112948.00| 45.00000 115515.00| 42.25000 108455.75
HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ | | |
0140 403.209 63.000 MG | 105.00000 6615.00| 105.00000 6615.00| 97.00000 6111.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0150 403.210 156.000 MG | 51.00000 7956.00| 50.00000 7800.00| 46.00000 7176.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0160 403.211 560.000 MG | 48.00000 26880.00| 50.00000 28000.00| 45.00000 25200.00
HOT MIX ASPHALT (SHIM) | | |
0170 403.213 1283.000 MG | 40.00000 51320.00| 41.00000 52603.00| 38.00000 48754.00
HOT MIX ASPHALT 12.5 MM NOMINAL MAX | | |
SIZE - BASE | | |
0180 409.15 2225.000 L | 2.00000 4450.00| 2.20000 4895.00| 2.00000 4450.00
BITUMINOUS TACK COAT APPLIED | | |
LETTING DATE : 08/29/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 11
LOCATION : LEWISTON TABULATION OF BIDS
CONTRACT ID : 007735.00
=========
====================================================================================================================================
|( 4 ) 000272 |( 5 ) 000063 |( 6 ) 000416
|A & V CONSTRUCTION, CORP. |WYMAN & SIMPSON, INC. |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 502.219 162.000 LS | 90000.00000 90000.00| 110000.00000 110000.00| 182000.00000 182000.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0200 502.26 105.000 LS | 130000.00000 130000.00| 117000.00000 117000.00| 168000.00000 168000.00
STRUCTURAL CONCRETE ROADWAY AND | | |
SIDEWALK SLABS ON STEEL BRIDGES | | |
0210 502.31 36.000 LS | 9500.00000 9500.00| 12000.00000 12000.00| 20000.00000 20000.00
STRUCTURAL CONCRETE APPROACH SLABS | | |
0220 502.571 LUMP| 240000.00000 240000.00| 280000.00000 280000.00| 180000.00000 180000.00
ANNULAR SPACE GROUTING | | |
0230 503.12 43100.000 KG | 0.10000 4310.00| 0.60000 25860.00| 0.68000 29308.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0240 503.13 43100.000 KG | 0.10000 4310.00| 0.30000 12930.00| 0.34000 14654.00
REINFORCING STEEL, PLACING | | |
0250 504.70 78500.000 LS | 180000.00000 180000.00| 170000.00000 170000.00| 165500.00000 165500.00
STRUCTURAL STEEL FABRICATED AND | | |
DELIVERED | | |
0260 504.71 78500.000 LS | 20000.00000 20000.00| 25000.00000 25000.00| 17500.00000 17500.00
STRUCTURAL STEEL ERECTION | | |
0270 505.08 1590.000 LS | 3000.00000 3000.00| 2500.00000 2500.00| 5000.00000 5000.00
SHEAR CONNECTORS | | |
0280 507.0832 700.000 LS | 300000.00000 300000.00| 330000.00000 330000.00| 264000.00000 264000.00
STEEL BRIDGE RAILING, 4 BAR, | | |
TRAFFIC/BICYCLE | | |
0290 508.13 860.000 LS | 8000.00000 8000.00| 9000.00000 9000.00| 13200.00000 13200.00
MEMBRANE WATERPROOFING | | |
0300 509.202 320.000 LS | 650000.00000 650000.00| 980000.00000 980000.00| 1336000.00000 1336000.00
CULVERT SLIPLINING | | |
0310 514.06 1.000 EA | 1500.00000 1500.00| 1000.00000 1000.00| 2000.00000 2000.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0320 515.21 605.000 LS | 3000.00000 3000.00| 3000.00000 3000.00| 3160.00000 3160.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0330 520.22 1.000 EA | 18000.00000 18000.00| 20000.00000 20000.00| 21800.00000 21800.00
EXPANSION DEVICE - COMPRESSION SEAL | | |
0340 523.08 22.000 EA | 800.00000 17600.00| 900.00000 19800.00| 945.00000 20790.00
ELASTOMERIC BRIDGE BEARING - LAMINATED | | |
0350 526.301 200.000 LS | 35000.00000 35000.00| 20000.00000 20000.00| 6000.00000 6000.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0360 526.321 145.000 LS | 42000.00000 42000.00| 58000.00000 58000.00| 51400.00000 51400.00
PERMANENT CONCRETE BARRIER TYPE III A | | |
LETTING DATE : 08/29/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 12
LOCATION : LEWISTON TABULATION OF BIDS
CONTRACT ID : 007735.00
=========
====================================================================================================================================
|( 4 ) 000272 |( 5 ) 000063 |( 6 ) 000416
|A & V CONSTRUCTION, CORP. |WYMAN & SIMPSON, INC. |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0370 526.322 110.000 LS | 60000.00000 60000.00| 88000.00000 88000.00| 46000.00000 46000.00
PERMANENT CONCRETE BARRIER TYPE 3A | | |
MODIFIED | | |
0380 527.301 1.000 EA | 9000.00000 9000.00| 10500.00000 10500.00| 10000.00000 10000.00
ENERGY ABSORBING SYSTEM (C-A-T) | | |
0390 535.61 232.000 LS | 230000.00000 230000.00| 235000.00000 235000.00| 245000.00000 245000.00
PRESTRESSED STRUCTURAL CONCRETE | | |
I-GIRDERS | | |
0400 603.155 51.000 M | 205.00000 10455.00| 155.00000 7905.00| 140.00000 7140.00
300 MM RCP CLASS III | | |
0410 603.159 93.200 M | 165.00000 15378.00| 80.00000 7456.00| 125.00000 11650.00
300 MM CULVERT PIPE OPTION III | | |
0420 603.169 10.000 M | 185.00000 1850.00| 95.00000 950.00| 150.00000 1500.00
375 MM CULVERT PIPE OPTION III | | |
0430 603.175 125.000 M | 225.00000 28125.00| 155.00000 19375.00| 150.00000 18750.00
450 MM RCP CLASS III | | |
0440 603.199 6.400 M | 880.00000 5632.00| 440.00000 2816.00| 160.00000 1024.00
600 MM CULVERT PIPE OPTION III | | |
0450 604.072 23.000 EA | 2250.00000 51750.00| 1825.00000 41975.00| 1700.00000 39100.00
CATCH BASIN TYPE A1-C | | |
0460 604.09 5.400 EA | 1900.00000 10260.00| 1750.00000 9450.00| 2000.00000 10800.00
CATCH BASIN TYPE B1 | | |
0470 604.16 2.000 EA | 450.00000 900.00| 500.00000 1000.00| 500.00000 1000.00
ALTERING CATCH BASIN TO MANHOLES | | |
0480 604.18 13.000 EA | 300.00000 3900.00| 325.00000 4225.00| 400.00000 5200.00
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0490 604.244 1.000 EA | 1450.00000 1450.00| 1300.00000 1300.00| 2000.00000 2000.00
CATCH BASIN TYPE F4 | | |
0500 604.249 5.000 EA | 1555.00000 7775.00| 1500.00000 7500.00| 1800.00000 9000.00
CATCH BASIN TYPE F6-C | | |
0510 605.09 238.000 M | 70.00000 16660.00| 70.00000 16660.00| 45.00000 10710.00
150 MM UNDERDRAIN TYPE B | | |
0520 605.11 84.000 M | 100.00000 8400.00| 95.00000 7980.00| 85.00000 7140.00
300 MM UNDERDRAIN TYPE C | | |
0530 605.12 327.000 M | 120.00000 39240.00| 130.00000 42510.00| 90.00000 29430.00
375 MM UNDERDRAIN TYPE C | | |
0540 605.13 90.000 M | 170.00000 15300.00| 140.00000 12600.00| 110.00000 9900.00
450 MM UNDERDRAIN TYPE C | | |
0550 605.15 90.000 M | 200.00000 18000.00| 155.00000 13950.00| 45.00000 4050.00
600 MM UNDERDRAIN TYPE C | | |
LETTING DATE : 08/29/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 13
LOCATION : LEWISTON TABULATION OF BIDS
CONTRACT ID : 007735.00
=========
====================================================================================================================================
|( 4 ) 000272 |( 5 ) 000063 |( 6 ) 000416
|A & V CONSTRUCTION, CORP. |WYMAN & SIMPSON, INC. |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0560 606.17 549.000 M | 39.00000 21411.00| 42.00000 23058.00| 39.00000 21411.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0570 606.1721 8.000 EA | 955.00000 7640.00| 950.00000 7600.00| 1000.00000 8000.00
BRIDGE TRANSITION - TYPE 1 | | |
0580 606.21 7.000 M | 97.00000 679.00| 105.00000 735.00| 100.00000 700.00
GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES | | |
0590 606.22 8.000 M | 46.00000 368.00| 50.00000 400.00| 46.00000 368.00
GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS | | |
0600 606.265 3.000 EA | 20.00000 60.00| 22.00000 66.00| 20.00000 60.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0610 606.35 24.000 EA | 21.00000 504.00| 25.00000 600.00| 21.00000 504.00
GUARDRAIL DELINEATOR POST | | |
0620 606.364 634.000 M | 25.00000 15850.00| 27.00000 17118.00| 25.00000 15850.00
GUARDRAIL REMOVE, MODIFY AND RESET, | | |
TYPE 3B | | |
0630 606.369 249.000 M | 6.00000 1494.00| 7.00000 1743.00| 6.00000 1494.00
GUARDRAIL REMOVED AND STACKED | | |
0640 608.251 520.000 M2 | 75.00000 39000.00| 68.00000 35360.00| 75.00000 39000.00
PRECAST CONCRETE PAVERS | | |
0650 609.11 168.000 M | 75.00000 12600.00| 60.00000 10080.00| 55.00000 9240.00
VERTICAL CURB TYPE 1 | | |
0660 609.12 8.000 M | 125.00000 1000.00| 90.00000 720.00| 82.00000 656.00
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0670 609.234 4.000 EA | 155.00000 620.00| 100.00000 400.00| 66.00000 264.00
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0680 609.237 14.000 EA | 220.00000 3080.00| 140.00000 1960.00| 115.00000 1610.00
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0690 609.31 54.000 M | 30.00000 1620.00| 25.00000 1350.00| 23.00000 1242.00
CURB TYPE 3 | | |
0700 609.34 323.000 M | 60.00000 19380.00| 48.00000 15504.00| 43.00000 13889.00
CURB TYPE 5 | | |
0710 609.35 7.000 M | 205.00000 1435.00| 160.00000 1120.00| 148.00000 1036.00
CURB TYPE 5 - CIRCULAR | | |
0720 609.38 1280.000 M | 50.00000 64000.00| 27.00000 34560.00| 25.00000 32000.00
RESET CURB TYPE 1 | | |
0730 609.40 511.000 M | 45.00000 22995.00| 32.00000 16352.00| 20.00000 10220.00
RESET CURB TYPE 5 | | |
0740 610.08 140.000 M3 | 70.00000 9800.00| 55.00000 7700.00| 60.00000 8400.00
PLAIN RIPRAP | | |
0750 610.18 20.000 M3 | 70.00000 1400.00| 50.00000 1000.00| 60.00000 1200.00
STONE DITCH PROTECTION | | |
LETTING DATE : 08/29/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 14
LOCATION : LEWISTON TABULATION OF BIDS
CONTRACT ID : 007735.00
=========
====================================================================================================================================
|( 4 ) 000272 |( 5 ) 000063 |( 6 ) 000416
|A & V CONSTRUCTION, CORP. |WYMAN & SIMPSON, INC. |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0760 612.06 17.000 M2 | 25.00000 425.00| 30.00000 510.00| 18.00000 306.00
BITUMINOUS SEALING - BLACK | | |
0770 615.07 370.000 M3 | 26.00000 9620.00| 33.00000 12210.00| 35.00000 12950.00
LOAM | | |
0780 617.381 50.000 M3 | 45.00000 2250.00| 40.00000 2000.00| 60.00000 3000.00
WOOD WASTE EROSION CONTROL MIX | | |
0790 618.1301 6.000 UN | 25.00000 150.00| 30.00000 180.00| 25.00000 150.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0800 618.1401 20.000 UN | 20.00000 400.00| 22.00000 440.00| 20.00000 400.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0810 618.1411 60.000 UN | 25.00000 1500.00| 28.00000 1680.00| 25.00000 1500.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0820 618.25 5.000 M3 | 300.00000 1500.00| 90.00000 450.00| 400.00000 2000.00
APPLIED WATER | | |
0830 619.1201 230.000 UN | 9.00000 2070.00| 8.00000 1840.00| 7.50000 1725.00
MULCH - PLAN QUANTITY | | |
0840 619.1301 4.000 UN | 600.00000 2400.00| 540.00000 2160.00| 500.00000 2000.00
BARK MULCH - PLAN QUANTITY | | |
0850 620.58 155.000 M2 | 2.50000 387.50| 4.00000 620.00| 13.00000 2015.00
EROSION CONTROL GEOTEXTILE | | |
0860 621.273 61.000 EA | 425.00000 25925.00| 460.00000 28060.00| 425.00000 25925.00
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0870 621.279 54.000 EA | 525.00000 28350.00| 565.00000 30510.00| 525.00000 28350.00
LARGE DECIDUOUS TREE (65 MM - 75 MM | | |
CALIPER) GROUP A | | |
0880 621.397 76.000 EA | 40.00000 3040.00| 45.00000 3420.00| 40.00000 3040.00
DWARF EVERGREENS (450 MM - 600 MM) | | |
GROUP C | | |
0890 621.51 75.000 EA | 36.00000 2700.00| 40.00000 3000.00| 35.00000 2625.00
HYBRID RHODODENDRON (375 MM - 450 MM) | | |
0900 621.511 282.000 EA | 40.00000 11280.00| 45.00000 12690.00| 40.00000 11280.00
HYBRID RHODODENDRON (450 MM - 600 MM) | | |
0910 621.546 304.000 EA | 40.00000 12160.00| 45.00000 13680.00| 40.00000 12160.00
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP A | | |
0920 621.71 1470.000 EA | 12.00000 17640.00| 13.00000 19110.00| 12.00000 17640.00
HERBACEOUS PERENNIALS GROUP A | | |
0930 626.11 9.000 EA | 475.00000 4275.00| 525.00000 4725.00| 475.00000 4275.00
PRECAST CONCRETE JUNCTION BOX:___ | | |
0940 626.21 115.000 M | 95.00000 10925.00| 102.00000 11730.00| 95.00000 10925.00
METALLIC CONDUIT | | |
LETTING DATE : 08/29/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 15
LOCATION : LEWISTON TABULATION OF BIDS
CONTRACT ID : 007735.00
=========
====================================================================================================================================
|( 4 ) 000272 |( 5 ) 000063 |( 6 ) 000416
|A & V CONSTRUCTION, CORP. |WYMAN & SIMPSON, INC. |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0950 626.22 385.000 M | 75.00000 28875.00| 80.00000 30800.00| 75.00000 28875.00
NON-METALLIC CONDUIT | | |
0960 626.23 1260.000 M | 10.50000 13230.00| 11.00000 13860.00| 10.25000 12915.00
PREWIRED CONDUIT SECONDARY WIRING | | |
0970 626.33 26.000 EA | 1050.00000 27300.00| 1075.00000 27950.00| 1000.00000 26000.00
750 MM FOUNDATION | | |
0980 626.34 6.000 EA | 800.00000 4800.00| 810.00000 4860.00| 750.00000 4500.00
SIGNAL POLE FOUNDATION | | |
0990 626.35 2.000 EA | 850.00000 1700.00| 860.00000 1720.00| 800.00000 1600.00
CONTROLLER CABINET FOUNDATION | | |
1000 626.36 9.000 EA | 460.00000 4140.00| 500.00000 4500.00| 450.00000 4050.00
REMOVE OR MODIFY CONCRETE FOUNDATION | | |
1010 626.37 4.000 EA | 2100.00000 8400.00| 2150.00000 8600.00| 2000.00000 8000.00
SPECIAL FOUNDATION | | |
1020 627.71 6600.000 M | 0.35000 2310.00| 0.45000 2970.00| 0.40000 2640.00
100 MM WHITE PAVEMENT MARKING LINE | | |
1030 627.72 890.000 M | 0.50000 445.00| 0.60000 534.00| 0.55000 489.50
150 MM WHITE PAVEMENT MARKING LINE | | |
1040 627.73 4150.000 M | 0.70000 2905.00| 0.50000 2075.00| 0.40000 1660.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
1050 627.75 110.000 M2 | 17.00000 1870.00| 14.00000 1540.00| 12.50000 1375.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
1060 627.78 10750.000 M | 0.70000 7525.00| 0.32000 3440.00| 0.30000 3225.00
TEMPORARY 100 MM PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
1070 629.05 35.000 MH | 25.00000 875.00| 25.00000 875.00| 35.00000 1225.00
HAND LABOR, STRAIGHT TIME | | |
1080 631.10 15.000 HR | 40.00000 600.00| 40.00000 600.00| 40.00000 600.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
1090 631.11 15.000 HR | 35.00000 525.00| 40.00000 600.00| 15.00000 225.00
AIR TOOL (INCLUDING OPERATOR) | | |
1100 631.12 25.000 HR | 110.00000 2750.00| 85.00000 2125.00| 100.00000 2500.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
1110 631.13 20.000 HR | 70.00000 1400.00| 50.00000 1000.00| 75.00000 1500.00
BULLDOZER (INCLUDING OPERATOR) | | |
1120 631.172 35.000 HR | 75.00000 2625.00| 38.00000 1330.00| 55.00000 1925.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
1130 631.18 10.000 HR | 35.00000 350.00| 30.00000 300.00| 65.00000 650.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
LETTING DATE : 08/29/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 16
LOCATION : LEWISTON TABULATION OF BIDS
CONTRACT ID : 007735.00
=========
====================================================================================================================================
|( 4 ) 000272 |( 5 ) 000063 |( 6 ) 000416
|A & V CONSTRUCTION, CORP. |WYMAN & SIMPSON, INC. |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1140 631.20 10.000 HR | 100.00000 1000.00| 50.00000 500.00| 110.00000 1100.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
1150 631.32 20.000 HR | 100.00000 2000.00| 125.00000 2500.00| 160.00000 3200.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
1160 631.36 15.000 MH | 35.00000 525.00| 35.00000 525.00| 1.00000 15.00
FOREMAN | | |
1170 634.16 LUMP| 50000.00000 50000.00| 60000.00000 60000.00| 49000.00000 49000.00
HIGHWAY LIGHTING | | |
1180 634.21 26.000 EA | 2400.00000 62400.00| 2555.00000 66430.00| 2375.00000 61750.00
CONVENTIONAL LIGHT STANDARD | | |
1190 636.30 960.000 M2 | 330.00000 316800.00| 320.00000 307200.00| 439.00000 421440.00
M.S.E. RETAINING WALL | | |
1200 637.071 LUMP| 20000.00000 20000.00| 5000.00000 5000.00| 3175.00000 3175.00
DUST CONTROL | | |
1210 639.18 1.000 EA | 10000.00000 10000.00| 5000.00000 5000.00| 12520.00000 12520.00
FIELD OFFICE TYPE A | | |
1220 639.21 LUMP| 7000.00000 7000.00| 3500.00000 3500.00| 16480.00000 16480.00
TESTING FACILITIES SOILS | | |
1230 643.80 LUMP| 48000.00000 48000.00| 58000.00000 58000.00| 48500.00000 48500.00
TRAFFIC SIGNALS AT Main St. North | | |
1240 643.80 LUMP| 47000.00000 47000.00| 55500.00000 55500.00| 46000.00000 46000.00
TRAFFIC SIGNALS AT Main St. South | | |
1250 643.90 LUMP| 11800.00000 11800.00| 14000.00000 14000.00| 11750.00000 11750.00
INTERCONNECT WIRE BETWEEN | | |
1260 643.92 6.000 EA | 650.00000 3900.00| 720.00000 4320.00| 600.00000 3600.00
PEDESTAL POLE | | |
1270 643.93 4.000 EA | 3900.00000 15600.00| 4700.00000 18800.00| 3900.00000 15600.00
STRAIN POLE | | |
1280 645.13 LUMP| 37000.00000 37000.00| 50000.00000 50000.00| 34000.00000 34000.00
GUIDE SIGN - OVERPASS MOUNTED | | |
1290 645.15 LUMP| 75000.00000 75000.00| 110000.00000 110000.00| 18900.00000 18900.00
CANTILEVER GUIDE SIGN | | |
1300 645.291 21.000 M2 | 70.00000 1470.00| 80.00000 1680.00| 780.00000 16380.00
ROADSIDE GUIDE SIGNS TYPE II | | |
1310 645.292 103.000 M2 | 70.00000 7210.00| 140.00000 14420.00| 200.00000 20600.00
REGULATORY, WARNING, CONFIRMATION AND | | |
ROUTE MARKER ASSEMBLY SIGNS TYPE II | | |
1320 645.301 140.000 EA | 25.00000 3500.00| 38.00000 5320.00| 18.00000 2520.00
DEMOUNTABLE REFLECTORIZED DELINEATOR, | | |
SINGLE | | |
1330 652.311 15.000 EA | 60.00000 900.00| 35.00000 525.00| 200.00000 3000.00
TYPE II BARRICADE | | |
LETTING DATE : 08/29/01 MAINE DEPARTMENT OF TRANSPORTATION DATE : 12/06/01
PAGE : 17
LOCATION : LEWISTON TABULATION OF BIDS
CONTRACT ID : 007735.00
=========
====================================================================================================================================
|( 4 ) 000272 |( 5 ) 000063 |( 6 ) 000416
|A & V CONSTRUCTION, CORP. |WYMAN & SIMPSON, INC. |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1340 652.312 10.000 EA | 500.00000 5000.00| 150.00000 1500.00| 400.00000 4000.00
TYPE III BARRICADE | | |
1350 652.33 80.000 EA | 60.00000 4800.00| 30.00000 2400.00| 100.00000 8000.00
DRUM | | |
1360 652.34 80.000 EA | 18.00000 1440.00| 20.00000 1600.00| 25.00000 2000.00
CONE | | |
1370 652.35 70.000 M2 | 120.00000 8400.00| 95.00000 6650.00| 120.00000 8400.00
CONSTRUCTION SIGNS | | |
1380 652.361 300.000 LS | 30000.00000 30000.00| 30000.00000 30000.00| 17700.00000 17700.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
1390 652.37 2.000 GP | 2400.00000 4800.00| 2500.00000 5000.00| 2200.00000 4400.00
WARNING LIGHTS | | |
1400 652.38 1200.000 MH | 13.00000 15600.00| 16.00000 19200.00| 14.00000 16800.00
FLAGGER | | |
1410 656.75 LUMP| 20000.00000 20000.00| 30000.00000 30000.00| 15150.00000 15150.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
1420 657.24 120.000 UN | 12.00000 1440.00| 15.00000 1800.00| 12.50000 1500.00
SEEDING PITS | | |
1430 658.20 10.000 M2 | 35.00000 350.00| 50.00000 500.00| 15.00000 150.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
1440 659.10 LUMP| 550000.00000 550000.00| 566793.00000 566793.00| 545000.00000 545000.00
MOBILIZATION | | |
1450 660.21 3000.000 MH | 1.00000 3000.00| 2.00000 6000.00| 1.00000 3000.00
ON-THE-JOB TRAINING (BID) | | |
1455 502.261 130.000 LS | 130000.00000 130000.00| 135000.00000 135000.00| 186000.00000 186000.00
SRRUCTURAL CONCRETE ROADWAY & SIDEWALK | | |
SLAB ON CONCRETE BRIDGES | | |
SECTION TOTALS | $ 5,113,372.50| $ 5,674,900.00| $ 5,930,886.25
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 5,144,372.50| $ 5,739,900.00| $ 6,000,886.25
====================================================================================================================================