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LETTING DATE : 04/16/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/17/03
PAGE : 1
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 007492.10 COMPLETION DATE : 11/19/04
=========
PROJECT(S): STP-7492(10)X LOCATION(S): BIDDEFORD MAINE STATE DEPARTMENT OF TRANSPORTATION
BR-7492(20)X BIDDEFORD
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : URBAN HIGHWAY CONSTRUCTION AND BRIDGE REPLACEMENT NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000116 SHAW BROTHERS CONSTRUCTION, INC. $ 5,443,959.36 100.0000%
2 000164 C P M CONSTRUCTORS $ 5,626,538.95 103.3538%
3 000032 REED & REED, INC. $ 6,765,985.00 124.2843%
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000164 |( 3 ) 000032
|SHAW BROTHERS CONSTRUCTION, |C P M CONSTRUCTORS |REED & REED INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY & BRIDGE ITEMS
| | |
0010 201.23 23.000 EA | 500.00000 11500.00| 1000.00000 23000.00| 175.00000 4025.00
REMOVING SINGLE TREE TOP ONLY | | |
0020 201.24 23.000 EA | 100.00000 2300.00| 200.00000 4600.00| 325.00000 7475.00
REMOVING STUMP | | |
0030 202.08 LUMP| 15000.00000 15000.00| 15000.00000 15000.00| 25000.00000 25000.00
REMOVING BUILDING NO.: 1 | | |
0040 202.15 7.000 EA | 350.00000 2450.00| 400.00000 2800.00| 800.00000 5600.00
REMOVING MANHOLE OR CATCH BASIN | | |
0050 202.19 1.000 LS | 300000.00000 300000.00| 150000.00000 150000.00| 150000.00000 150000.00
REMOVING EXISTING BRIDGE | | |
0060 202.203 1525.000 M2 | 15.00000 22875.00| 15.00000 22875.00| 15.00000 22875.00
PAVEMENT BUTT JOINTS | | |
0070 203.20 8829.000 M3 | 9.00000 79461.00| 16.50000 145678.50| 11.00000 97119.00
COMMON EXCAVATION | | |
0080 203.24 7288.000 M3 | 11.77000 85779.76| 14.00000 102032.00| 13.00000 94744.00
COMMON BORROW | | |
0090 206.082 1035.000 M3 | 47.10000 48748.50| 20.00000 20700.00| 13.00000 13455.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0100 304.10 9700.000 M3 | 11.77000 114169.00| 26.00000 252200.00| 17.00000 164900.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0110 403.207 6775.000 MG | 39.00000 264225.00| 39.00000 264225.00| 39.00000 264225.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
LETTING DATE : 04/16/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/17/03
PAGE : 2
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 007492.10
=========
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000164 |( 3 ) 000032
|SHAW BROTHERS CONSTRUCTION, |C P M CONSTRUCTORS |REED & REED INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 403.208 2025.000 MG | 39.00000 78975.00| 39.00000 78975.00| 39.00000 78975.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0130 403.209 575.000 MG | 85.00000 48875.00| 85.00000 48875.00| 85.00000 48875.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0140 403.211 130.000 MG | 42.50000 5525.00| 43.00000 5590.00| 43.00000 5590.00
HOT MIX ASPHALT (SHIM) | | |
0150 409.15 31.000 L | 3.00000 93.00| 3.00000 93.00| 10.00000 310.00
BITUMINOUS TACK COAT APPLIED | | |
0160 501.231 4.000 EA | 2887.50000 11550.00| 3000.00000 12000.00| 4500.00000 18000.00
DYNAMIC LOADING TEST | | |
0170 501.46 1300.000 M | 80.85000 105105.00| 75.00000 97500.00| 100.00000 130000.00
STEEL H-BEAM PILES 109 KG/M, DELIVERED | | |
0180 501.461 1300.000 M | 5.77000 7501.00| 5.00000 6500.00| 30.00000 39000.00
STEEL H-BEAM PILES 109 KG/M, IN PLACE | | |
0190 501.90 68.000 EA | 288.24000 19600.32| 300.00000 20400.00| 200.00000 13600.00
PILE TIPS | | |
0200 501.91 68.000 EA | 1.18000 80.24| 1.00000 68.00| 400.00000 27200.00
PILE SPLICES | | |
0210 501.92 LUMP| 20800.00000 20800.00| 25000.00000 25000.00| 50000.00000 50000.00
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0220 502.219 760.000 LS | 405000.00000 405000.00| 400000.00000 400000.00| 800000.00000 800000.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0230 502.25 54.000 LS | 11400.00000 11400.00| 50000.00000 50000.00| 40000.00000 40000.00
STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB | | |
0250 502.31 21.000 LS | 18500.00000 18500.00| 25000.00000 25000.00| 18000.00000 18000.00
STRUCTURAL CONCRETE APPROACH SLABS | | |
0260 502.49 18.000 LS | 4000.00000 4000.00| 25000.00000 25000.00| 40000.00000 40000.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0270 503.12 65625.000 KG | 1.28000 84000.00| 0.50000 32812.50| 1.00000 65625.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0280 503.13 65625.000 KG | 0.78000 51187.50| 0.75000 49218.75| 1.00000 65625.00
REINFORCING STEEL, PLACING | | |
0290 507.0846 50.000 LS | 7100.00000 7100.00| 4000.00000 4000.00| 12000.00000 12000.00
BARRIER-MOUNTED STEEL BRIDGE RAILING: | | |
1-BAR | | |
0300 511.07 LUMP| 49400.00000 49400.00| 100000.00000 100000.00| 225000.00000 225000.00
COFFERDAM: ABUT #2 | | |
0310 511.07 LUMP| 127000.00000 127000.00| 100000.00000 100000.00| 225000.00000 225000.00
COFFERDAM: ALONG CENTERLINE | | |
LETTING DATE : 04/16/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/17/03
PAGE : 3
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 007492.10
=========
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000164 |( 3 ) 000032
|SHAW BROTHERS CONSTRUCTION, |C P M CONSTRUCTORS |REED & REED INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0320 511.07 LUMP| 79200.00000 79200.00| 100000.00000 100000.00| 225000.00000 225000.00
COFFERDAM: ABUT #1 | | |
0330 513.091 700.000 M2 | 95.00000 66500.00| 30.00000 21000.00| 90.00000 63000.00
SLOPE PROTECTION - SHOTCRETE | | |
0340 514.06 1.000 EA | 1560.00000 1560.00| 750.00000 750.00| 1300.00000 1300.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0350 515.21 1300.000 LS | 2690.00000 2690.00| 2500.00000 2500.00| 5000.00000 5000.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0360 524.40 LUMP| 19400.00000 19400.00| 10000.00000 10000.00| 70000.00000 70000.00
PROTECTIVE SHIELD | | |
0370 525.181 26.000 M | 400.00000 10400.00| 150.00000 3900.00| 250.00000 6500.00
GRANITE BLOCK WALL - REMOVE AND RESET | | |
0380 525.326 75.000 M2 | 400.00000 30000.00| 550.00000 41250.00| 790.00000 59250.00
FIELD STONE RETAINING WALL | | |
0390 526.321 50.000 LS | 9900.00000 9900.00| 18000.00000 18000.00| 60000.00000 60000.00
PERMANENT CONCRETE BARRIER TYPE III A | | |
0400 526.40 35.000 M | 101.43000 3550.05| 40.00000 1400.00| 250.00000 8750.00
RESETTING TEMPORARY CONCRETE BARRIER | | |
TYPE I | | |
0410 535.62 240.000 LS | 498035.00000 498035.00| 400000.00000 400000.00| 425000.00000 425000.00
PRESTRESSED STRUCTURAL CONCRETE BOX BEA | | |
0420 602.302 7500.000 LS | 450000.00000 450000.00| 740000.00000 740000.00| 800000.00000 800000.00
LIGHTWEIGHT FOAM CONCRETE FILL | | |
0430 603.159 63.000 M | 105.15000 6624.45| 100.00000 6300.00| 100.00000 6300.00
300 MM CULVERT PIPE OPTION III | | |
0440 603.169 140.000 M | 114.75000 16065.00| 200.00000 28000.00| 190.00000 26600.00
375 MM CULVERT PIPE OPTION III | | |
0450 603.179 165.000 M | 131.15000 21639.75| 330.00000 54450.00| 300.00000 49500.00
450 MM CULVERT PIPE OPTION III | | |
0460 604.072 23.000 EA | 3500.00000 80500.00| 2500.00000 57500.00| 200.00000 4600.00
CATCH BASIN TYPE A1-C | | |
0470 604.092 2.000 EA | 3200.00000 6400.00| 2200.00000 4400.00| 1925.00000 3850.00
CATCH BASIN TYPE B1-C | | |
0480 604.15 2.000 EA | 3000.00000 6000.00| 3000.00000 6000.00| 2200.00000 4400.00
MANHOLE | | |
0490 604.18 1.000 EA | 350.00000 350.00| 400.00000 400.00| 900.00000 900.00
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0500 604.182 3.000 EA | 325.00000 975.00| 250.00000 750.00| 400.00000 1200.00
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0510 605.09 1050.000 M | 65.62000 68901.00| 100.00000 105000.00| 90.00000 94500.00
150 MM UNDERDRAIN TYPE B | | |
LETTING DATE : 04/16/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/17/03
PAGE : 4
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 007492.10
=========
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000164 |( 3 ) 000032
|SHAW BROTHERS CONSTRUCTION, |C P M CONSTRUCTORS |REED & REED INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0520 605.12 250.000 M | 131.20000 32800.00| 130.00000 32500.00| 125.00000 31250.00
375 MM UNDERDRAIN TYPE C | | |
0530 605.13 64.000 M | 152.34000 9749.76| 175.00000 11200.00| 200.00000 12800.00
450 MM UNDERDRAIN TYPE C | | |
0540 606.1721 4.000 EA | 1045.00000 4180.00| 950.00000 3800.00| 950.00000 3800.00
BRIDGE TRANSITION - TYPE 1 | | |
0550 606.265 2.000 EA | 55.00000 110.00| 50.00000 100.00| 50.00000 100.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0560 606.35 52.000 EA | 44.00000 2288.00| 40.00000 2080.00| 40.00000 2080.00
GUARDRAIL DELINEATOR POST | | |
0570 606.55 765.000 M | 43.34000 33155.10| 40.00000 30600.00| 40.00000 30600.00
GUARDRAIL TYPE 3 - SINGLE RAIL | | |
0580 606.59 4.500 M | 54.12000 243.54| 50.00000 225.00| 50.00000 225.00
GUARDRAIL TYPE 3 - 4.5 M RADIUS AND LES | | |
0590 606.60 23.000 M | 133.54000 3071.42| 125.00000 2875.00| 125.00000 2875.00
GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU | | |
0600 606.76 2.000 EA | 1650.00000 3300.00| 1500.00000 3000.00| 1500.00000 3000.00
MODIFIED ECCENTRIC LOADER TERMINAL | | |
0610 607.173 225.000 M | 54.50000 12262.50| 50.00000 11250.00| 50.00000 11250.00
CHAIN LINK FENCE - 1.8 METER PVC COATED | | |
0620 607.25 41.000 M | 54.12000 2218.92| 50.00000 2050.00| 50.00000 2050.00
REMOVE AND RESET CHAIN LINK FENCE | | |
0630 607.291 42.000 M | 286.00000 12012.00| 375.00000 15750.00| 760.00000 31920.00
REMOVE AND RESET STONE WALL | | |
0640 607.461 16.000 M | 399.30000 6388.80| 365.00000 5840.00| 363.00000 5808.00
CEDAR STOCKADE FENCE | | |
0650 608.07 40.000 M2 | 61.25000 2450.00| 150.00000 6000.00| 145.00000 5800.00
PLAIN CONCRETE SIDEWALK | | |
0660 608.10 5.000 M2 | 180.00000 900.00| 200.00000 1000.00| 465.00000 2325.00
BRICK SIDEWALK, REMOVE AND REBUILD | | |
0670 608.46 63.000 M2 | 5.95000 374.85| 40.00000 2520.00| 22.00000 1386.00
REGRADING SIDEWALK | | |
0680 609.11 1400.000 M | 69.00000 96600.00| 62.25000 87150.00| 75.00000 105000.00
VERTICAL CURB TYPE 1 | | |
0690 609.111 6.500 M | 582.00000 3783.00| 110.00000 715.00| 440.00000 2860.00
SPECIAL GRANITE CURB - 600 MM | | |
0700 609.112 23.000 M | 624.00000 14352.00| 119.00000 2737.00| 800.00000 18400.00
SPECIAL GRANITE CURB - 750 MM | | |
0710 609.12 55.000 M | 105.00000 5775.00| 78.25000 4303.75| 140.00000 7700.00
VERTICAL CURB TYPE 1 - CIRCULAR | | |
LETTING DATE : 04/16/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/17/03
PAGE : 5
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 007492.10
=========
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000164 |( 3 ) 000032
|SHAW BROTHERS CONSTRUCTION, |C P M CONSTRUCTORS |REED & REED INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0720 609.234 15.000 EA | 85.00000 1275.00| 104.00000 1560.00| 135.00000 2025.00
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0730 609.237 65.000 EA | 150.00000 9750.00| 169.00000 10985.00| 165.00000 10725.00
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0740 609.31 150.000 M | 15.00000 2250.00| 15.00000 2250.00| 15.00000 2250.00
CURB TYPE 3 | | |
0750 609.38 36.000 M | 10.00000 360.00| 31.20000 1123.20| 40.00000 1440.00
RESET CURB TYPE 1 | | |
0760 610.08 30.000 M3 | 78.00000 2340.00| 75.00000 2250.00| 125.00000 3750.00
PLAIN RIPRAP | | |
0770 610.18 29.000 M3 | 79.00000 2291.00| 75.00000 2175.00| 125.00000 3625.00
STONE DITCH PROTECTION | | |
0780 613.319 370.000 M2 | 2.40000 888.00| 3.00000 1110.00| 6.00000 2220.00
EROSION CONTROL BLANKET | | |
0790 615.07 725.000 M3 | 50.00000 36250.00| 50.00000 36250.00| 32.00000 23200.00
LOAM | | |
0800 618.1301 42.000 UN | 45.00000 1890.00| 15.00000 630.00| 15.00000 630.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0810 618.1401 10.000 UN | 45.00000 450.00| 15.00000 150.00| 15.00000 150.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0820 618.1411 55.000 UN | 45.00000 2475.00| 28.00000 1540.00| 28.00000 1540.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0830 618.15 37.000 KG | 20.00000 740.00| 3.00000 111.00| 3.00000 111.00
TEMPORARY SEEDING | | |
0840 619.1201 105.000 UN | 25.00000 2625.00| 7.45000 782.25| 8.00000 840.00
MULCH - PLAN QUANTITY | | |
0850 620.58 160.000 M2 | 2.00000 320.00| 5.00000 800.00| 6.00000 960.00
EROSION CONTROL GEOTEXTILE | | |
0860 621.037 9.000 EA | 160.00000 1440.00| 150.00000 1350.00| 143.00000 1287.00
EVERGREEN TREES (1500 MM - 1800 MM) | | |
GROUP A | | |
0870 621.201 20.000 EA | 330.00000 6600.00| 300.00000 6000.00| 293.00000 5860.00
MEDIUM DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0880 621.273 20.000 EA | 319.00000 6380.00| 310.00000 6200.00| 308.00000 6160.00
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0890 621.498 8.000 EA | 66.00000 528.00| 70.00000 560.00| 67.00000 536.00
BROADLEAF EVERGREENS (750 MM - 900 MM) | | |
GROUP A | | |
0900 621.54 30.000 EA | 44.00000 1320.00| 35.00000 1050.00| 32.00000 960.00
DECIDUOUS SHRUBS (450 MM - 600 MM) | | |
GROUP A | | |
LETTING DATE : 04/16/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/17/03
PAGE : 6
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 007492.10
=========
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000164 |( 3 ) 000032
|SHAW BROTHERS CONSTRUCTION, |C P M CONSTRUCTORS |REED & REED INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0910 621.552 75.000 EA | 61.00000 4575.00| 60.00000 4500.00| 57.00000 4275.00
DECIDUOUS SHRUBS (900 MM - 1200 MM) | | |
GROUP A | | |
0920 621.80 LUMP| 4950.00000 4950.00| 1000.00000 1000.00| 960.00000 960.00
ESTABLISHMENT PERIOD | | |
0930 626.21 16.000 M | 54.00000 864.00| 50.00000 800.00| 50.00000 800.00
METALLIC CONDUIT | | |
0940 626.22 83.000 M | 126.00000 10458.00| 115.00000 9545.00| 115.00000 9545.00
NON-METALLIC CONDUIT | | |
0950 626.32 1.000 EA | 770.00000 770.00| 700.00000 700.00| 700.00000 700.00
600 MM FOUNDATION | | |
0960 626.33 4.000 EA | 4200.00000 16800.00| 950.00000 3800.00| 950.00000 3800.00
750 MM FOUNDATION | | |
0970 627.711 5600.000 M | 0.55000 3080.00| 0.50000 2800.00| 0.50000 2800.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0980 627.75 63.000 M2 | 15.40000 970.20| 14.00000 882.00| 14.00000 882.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0990 627.76 LUMP| 750.50000 750.50| 2520.00000 2520.00| 2500.00000 2500.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
1000 627.77 700.000 M2 | 15.40000 10780.00| 14.00000 9800.00| 14.00000 9800.00
REMOVING PAVEMENT MARKINGS | | |
1010 629.05 40.000 HR | 30.00000 1200.00| 25.00000 1000.00| 23.00000 920.00
HAND LABOR, STRAIGHT TIME | | |
1020 631.10 10.000 HR | 40.00000 400.00| 25.00000 250.00| 35.00000 350.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
1030 631.11 10.000 HR | 40.00000 400.00| 35.00000 350.00| 24.00000 240.00
AIR TOOL (INCLUDING OPERATOR) | | |
1040 631.12 20.000 HR | 125.00000 2500.00| 80.00000 1600.00| 75.00000 1500.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
1050 631.172 10.000 HR | 60.00000 600.00| 47.00000 470.00| 50.00000 500.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
1060 631.18 10.000 HR | 35.00000 350.00| 36.00000 360.00| 40.00000 400.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
1070 631.20 10.000 HR | 150.00000 1500.00| 54.00000 540.00| 125.00000 1250.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
1080 631.22 10.000 HR | 90.00000 900.00| 75.00000 750.00| 55.00000 550.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
LETTING DATE : 04/16/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/17/03
PAGE : 7
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 007492.10
=========
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000164 |( 3 ) 000032
|SHAW BROTHERS CONSTRUCTION, |C P M CONSTRUCTORS |REED & REED INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1090 631.32 10.000 HR | 275.00000 2750.00| 150.00000 1500.00| 115.00000 1150.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
1100 635.31 91.000 M2 | 345.00000 31395.00| 350.00000 31850.00| 335.00000 30485.00
PREFABRICATED CONCRETE BLOCK GRAVITY | | |
WALL | | |
1110 636.30 1160.000 M2 | 200.00000 232000.00| 280.00000 324800.00| 450.00000 522000.00
M.S.E. RETAINING WALL | | |
1120 637.071 LUMP| 15000.00000 15000.00| 20000.00000 20000.00| 2500.00000 2500.00
DUST CONTROL | | |
1130 639.18 2.000 EA | 15000.00000 30000.00| 10000.00000 20000.00| 10000.00000 20000.00
FIELD OFFICE TYPE A | | |
1140 642.15 6.000 EA | 900.00000 5400.00| 1800.00000 10800.00| 500.00000 3000.00
PRECAST CONCRETE STEPS | | |
1150 642.181 1.000 EA | 1500.00000 1500.00| 2000.00000 2000.00| 6000.00000 6000.00
REMOVE AND RESET GRANITE STEPS | | |
1160 643.80 LUMP| 32000.00000 32000.00| 30000.00000 30000.00| 30000.00000 30000.00
TRAFFIC SIGNALS AT | | |
1170 643.86 9.000 EA | 1000.00000 9000.00| 900.00000 8100.00| 900.00000 8100.00
TRAFFIC SIGNAL LOOP DETECTORS | | |
1180 643.91 4.000 EA | 3500.00000 14000.00| 3200.00000 12800.00| 320.00000 1280.00
MAST ARM POLE | | |
1190 643.92 1.000 EA | 800.00000 800.00| 750.00000 750.00| 750.00000 750.00
PEDESTAL POLE | | |
1200 652.31 30.000 EA | 65.00000 1950.00| 50.00000 1500.00| 75.00000 2250.00
TYPE I BARRICADE | | |
1210 652.311 15.000 EA | 85.00000 1275.00| 50.00000 750.00| 75.00000 1125.00
TYPE II BARRICADE | | |
1220 652.33 100.000 EA | 60.00000 6000.00| 55.00000 5500.00| 75.00000 7500.00
DRUM | | |
1230 652.34 100.000 EA | 30.00000 3000.00| 20.00000 2000.00| 25.00000 2500.00
CONE | | |
1240 652.35 35.000 M2 | 270.00000 9450.00| 105.00000 3675.00| 200.00000 7000.00
CONSTRUCTION SIGNS | | |
1250 652.361 530.000 LS | 60000.00000 60000.00| 55000.00000 55000.00| 75000.00000 75000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
1260 652.38 4500.000 HR | 20.00000 90000.00| 15.00000 67500.00| 21.00000 94500.00
FLAGGER | | |
1270 652.381 100.000 HR | 60.00000 6000.00| 75.00000 7500.00| 44.00000 4400.00
UNIFORM TRAFFIC OFFICERS | | |
1280 656.75 LUMP| 45000.00000 45000.00| 10000.00000 10000.00| 15000.00000 15000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
LETTING DATE : 04/16/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/17/03
PAGE : 8
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 007492.10
=========
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000164 |( 3 ) 000032
|SHAW BROTHERS CONSTRUCTION, |C P M CONSTRUCTORS |REED & REED INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1290 658.20 26.000 M2 | 18.15000 471.90| 17.00000 442.00| 17.00000 442.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
1300 659.10 LUMP| 755000.00000 755000.00| 550000.00000 550000.00| 535000.00000 535000.00
MOBILIZATION | | |
1310 660.21 5000.000 HR | 5.00000 25000.00| 0.01000 50.00| 0.01000 50.00
ON-THE-JOB TRAINING (BID) | | |
1311 403.210 55.000 MG | 100.00000 5500.00| 100.00000 5500.00| 100.00000 5500.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
1312 508.14 400.000 LS | 17300.00000 17300.00| 15000.00000 15000.00| 15000.00000 15000.00
HIGH PERFORMANCE WATERPROOFING MEMBRANE | | |
SECTION TOTALS | $ 5,168,717.06| $ 5,216,998.95| $ 6,449,670.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 SEWER ITEMS - RELOCATION (A)
| | |
1320 304.10 40.000 M3 | 26.00000 1040.00| 60.00000 2400.00| 30.00000 1200.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
1330 615.07 43.000 M3 | 45.60000 1960.80| 70.00000 3010.00| 60.00000 2580.00
LOAM | | |
1340 618.1301 13.000 UN | 40.00000 520.00| 20.00000 260.00| 20.00000 260.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
1350 801.18 141.000 M | 192.00000 27072.00| 250.00000 35250.00| 200.00000 28200.00
300 MM PVC SANITARY SEWER (SDR-35) | | |
1360 801.195 37.000 M | 415.50000 15373.50| 1000.00000 37000.00| 750.00000 27750.00
500 MM HDPE SANITARY SEWER | | |
1370 803.01 3.000 EA | 200.00000 600.00| 400.00000 1200.00| 450.00000 1350.00
TEST PITS | | |
1380 803.135 16.000 M | 128.00000 2048.00| 150.00000 2400.00| 200.00000 3200.00
150MM SERVICE LATERAL | | |
1390 803.173 5.000 EA | 4000.00000 20000.00| 3500.00000 17500.00| 3000.00000 15000.00
SEWER MANHOLE - 1.2M DIAMETER | | |
1400 825.30 15.000 M3 | 100.00000 1500.00| 150.00000 2250.00| 200.00000 3000.00
ROCK EXCAVATION FOR SANITARY SEWER | | |
1410 825.46 1.000 EA | 750.00000 750.00| 750.00000 750.00| 1500.00000 1500.00
CORE & BOOT | | |
1420 827.302 15.000 M3 | 55.00000 825.00| 50.00000 750.00| 150.00000 2250.00
UNSUITABLE MATERIAL EXCAVATION BELOW | | |
TRENCH GRADE - GRAVEL BEDDING MATERIAL | | |
1430 890.01 LUMP| 10000.00000 10000.00| 40000.00000 40000.00| 15000.00000 15000.00
SPECIAL WORK #1 - SITE PREPARATION | | |
SECTION TOTALS | $ 81,689.30| $ 142,770.00| $ 101,290.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 SEWER ITEMS - REPLACEMENT (B)
| | |
LETTING DATE : 04/16/03 MAINE DEPARTMENT OF TRANSPORTATION DATE : 04/17/03
PAGE : 9
COUNTIE(S): YORK TABULATION OF BIDS
CONTRACT ID : 007492.10
=========
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000164 |( 3 ) 000032
|SHAW BROTHERS CONSTRUCTION, |C P M CONSTRUCTORS |REED & REED INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1440 304.10 40.000 M3 | 26.00000 1040.00| 60.00000 2400.00| 30.00000 1200.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
1450 615.07 15.000 M3 | 46.00000 690.00| 70.00000 1050.00| 60.00000 900.00
LOAM | | |
1460 618.1301 2.000 UN | 40.00000 80.00| 15.00000 30.00| 20.00000 40.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
1470 801.17 157.000 M | 192.00000 30144.00| 250.00000 39250.00| 175.00000 27475.00
200 MM PVC SANITARY SEWER (SDR-35) | | |
1480 801.175 294.000 M | 192.00000 56448.00| 260.00000 76440.00| 190.00000 55860.00
250 MM PVC SANITARY SEWER | | |
1490 803.01 2.000 EA | 350.00000 700.00| 400.00000 800.00| 450.00000 900.00
TEST PITS | | |
1500 803.135 272.000 M | 158.00000 42976.00| 150.00000 40800.00| 200.00000 54400.00
150MM SERVICE LATERAL | | |
1510 803.173 8.000 EA | 3500.00000 28000.00| 3500.00000 28000.00| 3000.00000 24000.00
SEWER MANHOLE - 1.2M DIAMETER | | |
1520 825.30 15.000 M3 | 100.00000 1500.00| 150.00000 2250.00| 200.00000 3000.00
ROCK EXCAVATION FOR SANITARY SEWER | | |
1530 827.302 15.000 M3 | 55.00000 825.00| 50.00000 750.00| 150.00000 2250.00
UNSUITABLE MATERIAL EXCAVATION BELOW | | |
TRENCH GRADE - GRAVEL BEDDING MATERIAL | | |
1540 890.01 LUMP| 25000.00000 25000.00| 50000.00000 50000.00| 25000.00000 25000.00
SPECIAL WORK #1 - SITE PREPARATION | | |
SECTION TOTALS | $ 187,403.00| $ 241,770.00| $ 195,025.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 UTILITY ITEM - VERIZON
| | |
1550 845.10 LUMP| 6150.00000 6150.00| 25000.00000 25000.00| 20000.00000 20000.00
STRUCTURAL STEEL UTILITY SUPPORT | | |
SECTION TOTALS | $ 6,150.00| $ 25,000.00| $ 20,000.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 5,443,959.36| $ 5,626,538.95| $ 6,765,985.00
====================================================================================================================================