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LETTING DATE : 01/22/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/22/03
PAGE : 1
LOCATION : TABULATION OF BIDS
CONTRACT ID : 006613.00 COMPLETION DATE : 11/07/03
=========
PROJECT(S): STP-6613(00)X COUNTIE(S) : CUMBERLAND MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : HIGHWAY IMPROVEMENTS NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000164 C P M CONSTRUCTORS $ 1,464,934.45 100.0000%
2 000403 PRATT & SONS INC. $ 1,608,482.50 109.7989%
3 000116 SHAW BROTHERS CONSTRUCTION, INC. $ 1,763,107.62 120.3540%
4 000079 R J GRONDIN & SONS, INC. $ 2,094,407.00 142.9693%
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000403 |( 3 ) 000116
|C P M CONSTRUCTORS |PRATT & SONS INC. |SHAW BROTHERS CONSTRUCTION, INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.23 1.000 EA | 1000.00000 1000.00| 500.00000 500.00| 2000.00000 2000.00
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 4.000 EA | 250.00000 1000.00| 150.00000 600.00| 100.00000 400.00
REMOVING STUMP | | |
0030 202.15 9.000 EA | 400.00000 3600.00| 400.00000 3600.00| 300.00000 2700.00
REMOVING MANHOLE OR CATCH BASIN | | |
0040 202.202 3960.000 M2 | 2.35000 9306.00| 2.70000 10692.00| 2.35000 9306.00
REMOVING PAVEMENT SURFACE | | |
0050 202.203 75.000 M2 | 20.00000 1500.00| 17.00000 1275.00| 20.00000 1500.00
PAVEMENT BUTT JOINTS | | |
0060 203.20 9775.000 M3 | 13.00000 127075.00| 7.00000 68425.00| 20.00000 195500.00
COMMON EXCAVATION | | |
0070 203.21 25.000 M3 | 50.00000 1250.00| 65.00000 1625.00| 131.00000 3275.00
ROCK EXCAVATION | | |
0080 206.061 25.000 M3 | 25.00000 625.00| 17.00000 425.00| 53.00000 1325.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0090 206.07 180.000 M3 | 125.00000 22500.00| 90.00000 16200.00| 160.00000 28800.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0100 304.10 4564.000 M3 | 24.00000 109536.00| 28.00000 127792.00| 28.78000 131351.92
AGGREGATE SUBBASE COURSE - GRAVEL | | |
LETTING DATE : 01/22/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/22/03
PAGE : 2
LOCATION : TABULATION OF BIDS
CONTRACT ID : 006613.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000403 |( 3 ) 000116
|C P M CONSTRUCTORS |PRATT & SONS INC. |SHAW BROTHERS CONSTRUCTION, INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 310.13 1501.000 M2 | 50.00000 75050.00| 42.00000 63042.00| 45.00000 67545.00
PLANT MIX RECYCLED ASPHALT PAVEMENT | | |
0120 403.1021 100.000 M2 | 52.00000 5200.00| 60.00000 6000.00| 60.00000 6000.00
TEXTURED ASPHALT PAVEMENT | | |
0130 403.208 1232.000 MG | 45.00000 55440.00| 61.00000 75152.00| 45.00000 55440.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0140 403.209 920.000 MG | 90.00000 82800.00| 100.00000 92000.00| 90.00000 82800.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0150 403.211 466.000 MG | 45.00000 20970.00| 73.00000 34018.00| 45.00000 20970.00
HOT MIX ASPHALT (SHIM) | | |
0160 403.213 1457.000 MG | 45.00000 65565.00| 65.00000 94705.00| 45.00000 65565.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0170 409.15 2325.000 L | 2.00000 4650.00| 1.30000 3022.50| 2.00000 4650.00
BITUMINOUS TACK COAT APPLIED | | |
0180 411.10 10.000 M3 | 65.00000 650.00| 40.00000 400.00| 65.00000 650.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0190 429.32 1340.000 M2 | 13.00000 17420.00| 25.00000 33500.00| 13.00000 17420.00
SELF ADHESIVE ASPHALTIC MEMBRANE | | |
0200 603.159 64.000 M | 185.00000 11840.00| 300.00000 19200.00| 203.50000 13024.00
300 MM CULVERT PIPE OPTION III | | |
0210 603.161 7.000 M | 150.00000 1050.00| 95.00000 665.00| 165.00000 1155.00
375 MM CORRUGATED METAL PIPE | | |
0220 603.169 28.000 M | 210.00000 5880.00| 440.00000 12320.00| 165.00000 4620.00
375 MM CULVERT PIPE OPTION III | | |
0230 603.179 44.000 M | 220.00000 9680.00| 300.00000 13200.00| 180.00000 7920.00
450 MM CULVERT PIPE OPTION III | | |
0240 603.199 23.000 M | 260.00000 5980.00| 315.00000 7245.00| 197.00000 4531.00
600 MM CULVERT PIPE OPTION III | | |
0250 603.77 3.000 EA | 250.00000 750.00| 250.00000 750.00| 400.00000 1200.00
375 MM INLET GRATE UNIT | | |
0260 604.072 20.000 EA | 2400.00000 48000.00| 2800.00000 56000.00| 2900.00000 58000.00
CATCH BASIN TYPE A1-C | | |
0270 604.09 2.000 EA | 2200.00000 4400.00| 2400.00000 4800.00| 2800.00000 5600.00
CATCH BASIN TYPE B1 | | |
0280 604.092 2.000 EA | 2200.00000 4400.00| 2400.00000 4800.00| 3000.00000 6000.00
CATCH BASIN TYPE B1-C | | |
0290 604.15 1.000 EA | 2500.00000 2500.00| 4500.00000 4500.00| 3500.00000 3500.00
MANHOLE | | |
0300 604.164 3.000 EA | 1000.00000 3000.00| 1600.00000 4800.00| 1200.00000 3600.00
REBUILDING CATCH BASIN | | |
LETTING DATE : 01/22/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/22/03
PAGE : 3
LOCATION : TABULATION OF BIDS
CONTRACT ID : 006613.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000403 |( 3 ) 000116
|C P M CONSTRUCTORS |PRATT & SONS INC. |SHAW BROTHERS CONSTRUCTION, INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 604.18 17.000 EA | 325.00000 5525.00| 400.00000 6800.00| 225.00000 3825.00
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0320 604.182 6.000 EA | 200.00000 1200.00| 120.00000 720.00| 125.00000 750.00
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0330 604.2402 1.000 EA | 2200.00000 2200.00| 2500.00000 2500.00| 2900.00000 2900.00
BEHIND CURB CATCH BASIN | | |
0340 604.243 2.000 EA | 1200.00000 2400.00| 1600.00000 3200.00| 1500.00000 3000.00
CATCH BASIN TYPE F3-C | | |
0350 604.252 4.000 EA | 1500.00000 6000.00| 2800.00000 11200.00| 3200.00000 12800.00
CATCH BASIN TYPE A5-C | | |
0360 605.09 887.000 M | 75.00000 66525.00| 85.00000 75395.00| 69.00000 61203.00
150 MM UNDERDRAIN TYPE B | | |
0370 605.10 9.000 M | 75.00000 675.00| 80.00000 720.00| 100.00000 900.00
150 MM UNDERDRAIN OUTLET | | |
0380 605.11 905.000 M | 110.00000 99550.00| 103.00000 93215.00| 108.25000 97966.25
300 MM UNDERDRAIN TYPE C | | |
0390 605.12 371.000 M | 120.00000 44520.00| 107.00000 39697.00| 118.00000 43778.00
375 MM UNDERDRAIN TYPE C | | |
0400 606.1732 4.000 EA | 600.00000 2400.00| 500.00000 2000.00| 650.00000 2600.00
BRIDGE CONNECTION TYPE 2 | | |
0410 606.265 6.000 EA | 28.00000 168.00| 30.00000 180.00| 30.00000 180.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0420 606.35 15.000 EA | 25.00000 375.00| 23.00000 345.00| 27.00000 405.00
GUARDRAIL DELINEATOR POST | | |
0430 606.55 614.000 M | 31.20000 19156.80| 37.00000 22718.00| 33.00000 20262.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0440 606.60 54.000 M | 36.10000 1949.40| 44.00000 2376.00| 38.00000 2052.00
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0450 609.11 2210.000 M | 70.00000 154700.00| 58.00000 128180.00| 85.30000 188513.00
VERTICAL CURB TYPE 1 | | |
0460 609.12 135.000 M | 85.00000 11475.00| 80.00000 10800.00| 164.00000 22140.00
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0470 609.234 14.000 EA | 105.00000 1470.00| 125.00000 1750.00| 125.00000 1750.00
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0480 609.237 95.000 EA | 180.00000 17100.00| 185.00000 17575.00| 225.00000 21375.00
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0490 609.38 54.000 M | 50.00000 2700.00| 38.00000 2052.00| 65.50000 3537.00
RESET CURB TYPE 1 | | |
0500 610.08 5.000 M3 | 115.00000 575.00| 55.00000 275.00| 195.00000 975.00
PLAIN RIPRAP | | |
LETTING DATE : 01/22/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/22/03
PAGE : 4
LOCATION : TABULATION OF BIDS
CONTRACT ID : 006613.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000403 |( 3 ) 000116
|C P M CONSTRUCTORS |PRATT & SONS INC. |SHAW BROTHERS CONSTRUCTION, INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0510 610.18 5.000 M3 | 115.00000 575.00| 55.00000 275.00| 195.00000 975.00
STONE DITCH PROTECTION | | |
0520 613.319 50.000 M2 | 5.00000 250.00| 2.25000 112.50| 3.60000 180.00
EROSION CONTROL BLANKET | | |
0530 615.07 820.000 M3 | 50.00000 41000.00| 55.00000 45100.00| 52.00000 42640.00
LOAM | | |
0540 618.1301 82.000 UN | 32.00000 2624.00| 36.00000 2952.00| 25.00000 2050.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0550 619.1201 82.000 UN | 6.00000 492.00| 6.00000 492.00| 12.00000 984.00
MULCH - PLAN QUANTITY | | |
0560 619.1401 7.000 M3 | 50.00000 350.00| 40.00000 280.00| 257.00000 1799.00
EROSION CONTROL MIX | | |
0570 621.127 9.000 EA | 125.00000 1125.00| 130.00000 1170.00| 130.00000 1170.00
SMALL DECIDUOUS TREES (1800 MM - 2400 | | |
MM) GROUP B | | |
0580 621.273 9.000 EA | 275.00000 2475.00| 280.00000 2520.00| 300.00000 2700.00
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0590 621.39 12.000 EA | 31.00000 372.00| 32.00000 384.00| 32.50000 390.00
DWARF EVERGREENS (375 MM - 450 MM) | | |
GROUP B | | |
0600 621.54 108.000 EA | 28.00000 3024.00| 30.00000 3240.00| 29.50000 3186.00
DECIDUOUS SHRUBS (450 MM - 600 MM) | | |
GROUP A | | |
0610 621.546 9.000 EA | 30.00000 270.00| 32.00000 288.00| 32.00000 288.00
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP A | | |
0620 621.71 88.000 EA | 13.50000 1188.00| 15.00000 1320.00| 14.00000 1232.00
HERBACEOUS PERENNIALS GROUP A | | |
0630 621.80 LUMP| 1980.00000 1980.00| 2000.00000 2000.00| 2100.00000 2100.00
ESTABLISHMENT PERIOD | | |
0640 627.711 6840.000 M | 0.35000 2394.00| 0.40000 2736.00| 0.68000 4651.20
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0650 627.75 235.000 M2 | 15.00000 3525.00| 16.00000 3760.00| 17.75000 4171.25
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0660 627.76 LUMP| 2600.00000 2600.00| 3300.00000 3300.00| 2300.00000 2300.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0670 629.05 20.000 HR | 30.00000 600.00| 35.00000 700.00| 28.00000 560.00
HAND LABOR, STRAIGHT TIME | | |
LETTING DATE : 01/22/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/22/03
PAGE : 5
LOCATION : TABULATION OF BIDS
CONTRACT ID : 006613.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000403 |( 3 ) 000116
|C P M CONSTRUCTORS |PRATT & SONS INC. |SHAW BROTHERS CONSTRUCTION, INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0680 631.12 10.000 HR | 80.00000 800.00| 95.00000 950.00| 130.00000 1300.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0690 631.172 10.000 HR | 45.00000 450.00| 45.00000 450.00| 60.00000 600.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0700 631.18 10.000 HR | 35.00000 350.00| 37.00000 370.00| 34.00000 340.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0710 631.20 5.000 HR | 125.00000 625.00| 120.00000 600.00| 200.00000 1000.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0720 631.22 10.000 HR | 75.00000 750.00| 85.00000 850.00| 90.00000 900.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
0730 631.32 5.000 HR | 150.00000 750.00| 180.00000 900.00| 275.00000 1375.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0740 636.61 175.000 M2 | 300.00000 52500.00| 300.00000 52500.00| 430.00000 75250.00
SEGMENTAL RETAINING WALL - SUPPLIER | | |
DESIGN | | |
0750 637.071 LUMP| 15000.00000 15000.00| 1100.00000 1100.00| 6000.00000 6000.00
DUST CONTROL | | |
0760 639.18 1.000 EA | 8000.00000 8000.00| 6800.00000 6800.00| 8000.00000 8000.00
FIELD OFFICE TYPE A | | |
0770 643.71 LUMP| 16000.00000 16000.00| 18000.00000 18000.00| 15786.00000 15786.00
TRAFFIC SIGNAL MODIFICATION | | |
0780 645.292 6.500 M2 | 27.00000 175.50| 31.00000 201.50| 27.00000 175.50
REGULATORY, WARNING, CONFIRMATION AND | | |
ROUTE MARKER ASSEMBLY SIGNS TYPE II | | |
0790 652.31 20.000 EA | 50.00000 1000.00| 55.00000 1100.00| 85.00000 1700.00
TYPE I BARRICADE | | |
0800 652.311 20.000 EA | 50.00000 1000.00| 55.00000 1100.00| 150.00000 3000.00
TYPE II BARRICADE | | |
0810 652.33 50.000 EA | 50.00000 2500.00| 75.00000 3750.00| 70.00000 3500.00
DRUM | | |
0820 652.34 60.000 EA | 20.00000 1200.00| 14.00000 840.00| 30.00000 1800.00
CONE | | |
0830 652.35 80.000 M2 | 120.00000 9600.00| 110.00000 8800.00| 194.00000 15520.00
CONSTRUCTION SIGNS | | |
0840 652.361 200.000 LS | 10000.00000 10000.00| 23000.00000 23000.00| 50000.00000 50000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0850 652.38 4000.000 HR | 15.00000 60000.00| 16.00000 64000.00| 18.00000 72000.00
FLAGGER | | |
0860 656.75 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 8000.00000 8000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
LETTING DATE : 01/22/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/22/03
PAGE : 6
LOCATION : TABULATION OF BIDS
CONTRACT ID : 006613.00
=========
====================================================================================================================================
|( 1 ) 000164 |( 2 ) 000403 |( 3 ) 000116
|C P M CONSTRUCTORS |PRATT & SONS INC. |SHAW BROTHERS CONSTRUCTION, INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0870 657.24 30.000 UN | 1.00000 30.00| 15.00000 450.00| 5.00000 150.00
SEEDING PITS | | |
0880 658.20 95.000 M2 | 11.25000 1068.75| 12.00000 1140.00| 11.50000 1092.50
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0890 659.10 LUMP| 65000.00000 65000.00| 148000.00000 148000.00| 121983.00000 121983.00
MOBILIZATION | | |
0900 660.21 1000.000 HR | 0.01000 10.00| 10.00000 10000.00| 5.00000 5000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 1,464,934.45| $ 1,608,482.50| $ 1,763,107.62
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,464,934.45| $ 1,608,482.50| $ 1,763,107.62
====================================================================================================================================
LETTING DATE : 01/22/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/22/03
PAGE : 7
LOCATION : TABULATION OF BIDS
CONTRACT ID : 006613.00
=========
====================================================================================================================================
|( 4 ) 000079 |( ) |( )
|R J GRONDIN & SONS, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.23 1.000 EA | 1500.00000 1500.00| |
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 4.000 EA | 500.00000 2000.00| |
REMOVING STUMP | | |
0030 202.15 9.000 EA | 1000.00000 9000.00| |
REMOVING MANHOLE OR CATCH BASIN | | |
0040 202.202 3960.000 M2 | 6.00000 23760.00| |
REMOVING PAVEMENT SURFACE | | |
0050 202.203 75.000 M2 | 25.00000 1875.00| |
PAVEMENT BUTT JOINTS | | |
0060 203.20 9775.000 M3 | 24.00000 234600.00| |
COMMON EXCAVATION | | |
0070 203.21 25.000 M3 | 150.00000 3750.00| |
ROCK EXCAVATION | | |
0080 206.061 25.000 M3 | 35.00000 875.00| |
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0090 206.07 180.000 M3 | 175.00000 31500.00| |
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0100 304.10 4564.000 M3 | 30.00000 136920.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0110 310.13 1501.000 M2 | 30.00000 45030.00| |
PLANT MIX RECYCLED ASPHALT PAVEMENT | | |
0120 403.1021 100.000 M2 | 75.00000 7500.00| |
TEXTURED ASPHALT PAVEMENT | | |
0130 403.208 1232.000 MG | 50.00000 61600.00| |
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0140 403.209 920.000 MG | 100.00000 92000.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0150 403.211 466.000 MG | 50.00000 23300.00| |
HOT MIX ASPHALT (SHIM) | | |
0160 403.213 1457.000 MG | 50.00000 72850.00| |
HOT MIX ASPHALT 12.5 MM, BASE | | |
0170 409.15 2325.000 L | 2.40000 5580.00| |
BITUMINOUS TACK COAT APPLIED | | |
0180 411.10 10.000 M3 | 40.00000 400.00| |
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
LETTING DATE : 01/22/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/22/03
PAGE : 8
LOCATION : TABULATION OF BIDS
CONTRACT ID : 006613.00
=========
====================================================================================================================================
|( 4 ) 000079 |( ) |( )
|R J GRONDIN & SONS, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 429.32 1340.000 M2 | 16.00000 21440.00| |
SELF ADHESIVE ASPHALTIC MEMBRANE | | |
0200 603.159 64.000 M | 240.00000 15360.00| |
300 MM CULVERT PIPE OPTION III | | |
0210 603.161 7.000 M | 180.00000 1260.00| |
375 MM CORRUGATED METAL PIPE | | |
0220 603.169 28.000 M | 230.00000 6440.00| |
375 MM CULVERT PIPE OPTION III | | |
0230 603.179 44.000 M | 250.00000 11000.00| |
450 MM CULVERT PIPE OPTION III | | |
0240 603.199 23.000 M | 280.00000 6440.00| |
600 MM CULVERT PIPE OPTION III | | |
0250 603.77 3.000 EA | 500.00000 1500.00| |
375 MM INLET GRATE UNIT | | |
0260 604.072 20.000 EA | 3500.00000 70000.00| |
CATCH BASIN TYPE A1-C | | |
0270 604.09 2.000 EA | 3000.00000 6000.00| |
CATCH BASIN TYPE B1 | | |
0280 604.092 2.000 EA | 3500.00000 7000.00| |
CATCH BASIN TYPE B1-C | | |
0290 604.15 1.000 EA | 4500.00000 4500.00| |
MANHOLE | | |
0300 604.164 3.000 EA | 1500.00000 4500.00| |
REBUILDING CATCH BASIN | | |
0310 604.18 17.000 EA | 500.00000 8500.00| |
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0320 604.182 6.000 EA | 500.00000 3000.00| |
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0330 604.2402 1.000 EA | 4000.00000 4000.00| |
BEHIND CURB CATCH BASIN | | |
0340 604.243 2.000 EA | 2500.00000 5000.00| |
CATCH BASIN TYPE F3-C | | |
0350 604.252 4.000 EA | 3000.00000 12000.00| |
CATCH BASIN TYPE A5-C | | |
0360 605.09 887.000 M | 125.00000 110875.00| |
150 MM UNDERDRAIN TYPE B | | |
0370 605.10 9.000 M | 155.00000 1395.00| |
150 MM UNDERDRAIN OUTLET | | |
0380 605.11 905.000 M | 170.00000 153850.00| |
300 MM UNDERDRAIN TYPE C | | |
LETTING DATE : 01/22/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/22/03
PAGE : 9
LOCATION : TABULATION OF BIDS
CONTRACT ID : 006613.00
=========
====================================================================================================================================
|( 4 ) 000079 |( ) |( )
|R J GRONDIN & SONS, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 605.12 371.000 M | 185.00000 68635.00| |
375 MM UNDERDRAIN TYPE C | | |
0400 606.1732 4.000 EA | 500.00000 2000.00| |
BRIDGE CONNECTION TYPE 2 | | |
0410 606.265 6.000 EA | 50.00000 300.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0420 606.35 15.000 EA | 40.00000 600.00| |
GUARDRAIL DELINEATOR POST | | |
0430 606.55 614.000 M | 40.00000 24560.00| |
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0440 606.60 54.000 M | 45.00000 2430.00| |
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0450 609.11 2210.000 M | 110.00000 243100.00| |
VERTICAL CURB TYPE 1 | | |
0460 609.12 135.000 M | 150.00000 20250.00| |
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0470 609.234 14.000 EA | 140.00000 1960.00| |
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0480 609.237 95.000 EA | 225.00000 21375.00| |
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0490 609.38 54.000 M | 80.00000 4320.00| |
RESET CURB TYPE 1 | | |
0500 610.08 5.000 M3 | 85.00000 425.00| |
PLAIN RIPRAP | | |
0510 610.18 5.000 M3 | 105.00000 525.00| |
STONE DITCH PROTECTION | | |
0520 613.319 50.000 M2 | 15.00000 750.00| |
EROSION CONTROL BLANKET | | |
0530 615.07 820.000 M3 | 35.00000 28700.00| |
LOAM | | |
0540 618.1301 82.000 UN | 40.00000 3280.00| |
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0550 619.1201 82.000 UN | 15.00000 1230.00| |
MULCH - PLAN QUANTITY | | |
0560 619.1401 7.000 M3 | 30.00000 210.00| |
EROSION CONTROL MIX | | |
0570 621.127 9.000 EA | 150.00000 1350.00| |
SMALL DECIDUOUS TREES (1800 MM - 2400 | | |
MM) GROUP B | | |
0580 621.273 9.000 EA | 400.00000 3600.00| |
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
LETTING DATE : 01/22/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/22/03
PAGE : 10
LOCATION : TABULATION OF BIDS
CONTRACT ID : 006613.00
=========
====================================================================================================================================
|( 4 ) 000079 |( ) |( )
|R J GRONDIN & SONS, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0590 621.39 12.000 EA | 60.00000 720.00| |
DWARF EVERGREENS (375 MM - 450 MM) | | |
GROUP B | | |
0600 621.54 108.000 EA | 50.00000 5400.00| |
DECIDUOUS SHRUBS (450 MM - 600 MM) | | |
GROUP A | | |
0610 621.546 9.000 EA | 60.00000 540.00| |
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP A | | |
0620 621.71 88.000 EA | 20.00000 1760.00| |
HERBACEOUS PERENNIALS GROUP A | | |
0630 621.80 LUMP| 4000.00000 4000.00| |
ESTABLISHMENT PERIOD | | |
0640 627.711 6840.000 M | 0.55000 3762.00| |
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0650 627.75 235.000 M2 | 25.00000 5875.00| |
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0660 627.76 LUMP| 5000.00000 5000.00| |
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0670 629.05 20.000 HR | 35.00000 700.00| |
HAND LABOR, STRAIGHT TIME | | |
0680 631.12 10.000 HR | 150.00000 1500.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0690 631.172 10.000 HR | 55.00000 550.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0700 631.18 10.000 HR | 40.00000 400.00| |
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0710 631.20 5.000 HR | 200.00000 1000.00| |
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0720 631.22 10.000 HR | 100.00000 1000.00| |
FRONT END LOADER (INCLUDING OPERATOR) | | |
0730 631.32 5.000 HR | 300.00000 1500.00| |
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0740 636.61 175.000 M2 | 350.00000 61250.00| |
SEGMENTAL RETAINING WALL - SUPPLIER | | |
DESIGN | | |
0750 637.071 LUMP| 15000.00000 15000.00| |
DUST CONTROL | | |
LETTING DATE : 01/22/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/22/03
PAGE : 11
LOCATION : TABULATION OF BIDS
CONTRACT ID : 006613.00
=========
====================================================================================================================================
|( 4 ) 000079 |( ) |( )
|R J GRONDIN & SONS, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0760 639.18 1.000 EA | 7500.00000 7500.00| |
FIELD OFFICE TYPE A | | |
0770 643.71 LUMP| 20000.00000 20000.00| |
TRAFFIC SIGNAL MODIFICATION | | |
0780 645.292 6.500 M2 | 250.00000 1625.00| |
REGULATORY, WARNING, CONFIRMATION AND | | |
ROUTE MARKER ASSEMBLY SIGNS TYPE II | | |
0790 652.31 20.000 EA | 50.00000 1000.00| |
TYPE I BARRICADE | | |
0800 652.311 20.000 EA | 50.00000 1000.00| |
TYPE II BARRICADE | | |
0810 652.33 50.000 EA | 75.00000 3750.00| |
DRUM | | |
0820 652.34 60.000 EA | 25.00000 1500.00| |
CONE | | |
0830 652.35 80.000 M2 | 150.00000 12000.00| |
CONSTRUCTION SIGNS | | |
0840 652.361 200.000 LS | 18750.00000 18750.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0850 652.38 4000.000 HR | 23.00000 92000.00| |
FLAGGER | | |
0860 656.75 LUMP| 20000.00000 20000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0870 657.24 30.000 UN | 40.00000 1200.00| |
SEEDING PITS | | |
0880 658.20 95.000 M2 | 15.00000 1425.00| |
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0890 659.10 LUMP| 163000.00000 163000.00| |
MOBILIZATION | | |
0900 660.21 1000.000 HR | 2.00000 2000.00| |
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 2,094,407.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,094,407.00| $ 0.00| $
====================================================================================================================================