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LETTING DATE : 06/14/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/15/06
PAGE : 1
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 010213.01 COMPLETION DATE : 11/17/07
=========
PROJECT(S): STP-1021(301)X LOCATION(S): GORHAM-STANDISH, HIGHWAY IMPROVEMENTSSTATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : GORHAM-STANDISH, HIGHWAY IMPROVEMENTS. NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 000079 R J GRONDIN & SONS, INC. $ 6,607,725.15 100.0000%
2 000855 BRIDGECORP $ 7,766,386.91 117.5350%
3 000116 SHAW BROTHERS CONSTRUCTION, INC. $ 7,920,344.35 119.8649%
4 000648 DEARBORN BROTHERS CONSTRUCTION, INC. $ 8,280,796.07 125.3199%
====================================================================================================================================
|( 1 ) 000079 |( 2 ) 000855 |( 3 ) 000116
|R J GRONDIN & SONS, INC. |BRIDGECORP |SHAW BROTHERS CONSTRUCTION, I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.11 1.760 HA | 91000.00000 160160.00| 45269.26000 79673.90| 50000.00000 88000.00
CLEARING | | |
0020 201.23 82.000 EA | 1200.00000 98400.00| 549.02000 45019.64| 700.00000 57400.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 84.000 EA | 140.00000 11760.00| 241.65000 20298.60| 150.00000 12600.00
REMOVING STUMP | | |
0040 202.128 9.000 LS | 3000.00000 3000.00| 866.64000 866.64| 1000.00000 1000.00
REMOVE CONCRETE CURBS AND SIDEWALKS | | |
0050 202.15 2.000 EA | 650.00000 1300.00| 506.18000 1012.36| 800.00000 1600.00
REMOVING MANHOLE OR CATCH BASIN | | |
0060 202.191 LUMP | 20000.00000 20000.00| 12204.17000 12204.17| 36000.00000 36000.00
REMOVING EXISTING PIPE | | |
0070 202.203 530.000 M2 | 17.94000 9508.20| 15.07000 7987.10| 20.00000 10600.00
PAVEMENT BUTT JOINTS | | |
0080 203.2001 70800.000 M3 | 6.65000 470820.00| 10.59000 749772.00| 15.15000 1072620.00
COMMON EXCAVATION - PLAN QUANTITY | | |
0090 203.21 500.000 M3 | 60.00000 30000.00| 74.85000 37425.00| 100.00000 50000.00
ROCK EXCAVATION | | |
0100 203.50 20.000 M3 | 40.00000 800.00| 67.97000 1359.40| 21.00000 420.00
COARSE SAND BORROW | | |
0110 204.41 5160.000 M2 | 13.00000 67080.00| 6.13000 31630.80| 8.30000 42828.00
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
LETTING DATE : 06/14/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/15/06
PAGE : 2
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 010213.01
=========
====================================================================================================================================
|( 1 ) 000079 |( 2 ) 000855 |( 3 ) 000116
|R J GRONDIN & SONS, INC. |BRIDGECORP |SHAW BROTHERS CONSTRUCTION, I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0120 206.07 500.000 M3 | 100.00000 50000.00| 175.01000 87505.00| 125.00000 62500.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0130 211.30 650.000 M | 12.00000 7800.00| 16.87000 10965.50| 14.00000 9100.00
DITCH EXCAVATION | | |
0140 304.104 38500.000 M3 | 14.15000 544775.00| 24.96000 960960.00| 21.00000 808500.00
AGGREGATE SUBBASE COURSE - GRAVEL (PLAN | | |
QUANTITY) | | |
0150 310.23 58920.000 M2 | 16.30000 960396.00| 12.03000 708807.60| 8.60000 506712.00
PLANT MIX RECYCLED ASPHALT PAVEMENT - | | |
75 MM DEPTH | | |
0160 403.207 8910.000 MG | 62.34000 555449.40| 62.34000 555449.40| 62.34000 555449.40
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0170 403.209 1560.000 MG | 103.62000 161647.20| 103.62000 161647.20| 103.62000 161647.20
HOT MIX ASPHALT 9.5 MM (SIDEWALKS, | | |
DRIVES, INCIDENTALS) | | |
0180 403.210 6500.000 MG | 63.17000 410605.00| 63.17000 410605.00| 63.17000 410605.00
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0190 409.15 12380.000 L | 1.96000 24264.80| 2.16000 26740.80| 1.96000 24264.80
BITUMINOUS TACK COAT APPLIED | | |
0200 527.303 1.000 EA | 3970.00000 3970.00| 4588.64000 4588.64| 3000.00000 3000.00
ENERGY ABSORBING SYSTEM (ET-2,000) | | |
0210 603.15 22.000 M | 100.00000 2200.00| 105.25000 2315.50| 119.00000 2618.00
300 MM CULVERT PIPE OPTION I | | |
0220 603.16 780.000 M | 100.00000 78000.00| 93.16000 72664.80| 131.00000 102180.00
375 MM CULVERT PIPE OPTION I | | |
0230 603.17 127.000 M | 180.00000 22860.00| 119.84000 15219.68| 193.00000 24511.00
450 MM CULVERT PIPE OPTION I | | |
0240 603.179 315.000 M | 400.00000 126000.00| 176.29000 55531.35| 304.00000 95760.00
450 MM CULVERT PIPE OPTION III | | |
0250 603.19 50.000 M | 450.00000 22500.00| 156.44000 7822.00| 195.00000 9750.00
600 MM CULVERT PIPE OPTION I | | |
0260 603.215 16.000 M | 500.00000 8000.00| 420.67000 6730.72| 313.00000 5008.00
900 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0270 603.231 4.000 M | 1100.00000 4400.00| 323.49000 1293.96| 820.00000 3280.00
1200 MM CORRUGATED METAL PIPE | | |
0280 603.235 12.000 M | 1100.00000 13200.00| 570.59000 6847.08| 790.00000 9480.00
1200 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0290 603.275 34.000 M | 1250.00000 42500.00| 888.79000 30218.86| 1000.00000 34000.00
1800 MM RCP CLASS III | | |
LETTING DATE : 06/14/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/15/06
PAGE : 3
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 010213.01
=========
====================================================================================================================================
|( 1 ) 000079 |( 2 ) 000855 |( 3 ) 000116
|R J GRONDIN & SONS, INC. |BRIDGECORP |SHAW BROTHERS CONSTRUCTION, I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0300 603.76 1.000 EA | 1050.00000 1050.00| 953.55000 953.55| 500.00000 500.00
300 MM INLET GRATE UNIT | | |
0310 603.78 1.000 EA | 1400.00000 1400.00| 1323.04000 1323.04| 600.00000 600.00
450 MM INLET GRATE UNIT | | |
0320 604.076 9.000 EA | 3725.00000 33525.00| 3770.87000 33937.83| 3260.00000 29340.00
1500 MM CATCH BASIN TYPE A1-C | | |
0330 604.092 7.000 EA | 2800.00000 19600.00| 2591.00000 18137.00| 2550.00000 17850.00
CATCH BASIN TYPE B1-C | | |
0340 604.252 2.000 EA | 3040.00000 6080.00| 2617.01000 5234.02| 3000.00000 6000.00
CATCH BASIN TYPE A5-C | | |
0350 604.262 7.000 EA | 2800.00000 19600.00| 2591.00000 18137.00| 2700.00000 18900.00
CATCH BASIN TYPE B5-C | | |
0360 605.09 3320.000 M | 66.00000 219120.00| 95.82000 318122.40| 75.00000 249000.00
150 MM UNDERDRAIN TYPE B | | |
0370 605.10 435.000 M | 45.00000 19575.00| 66.98000 29136.30| 72.00000 31320.00
150 MM UNDERDRAIN OUTLET | | |
0380 605.11 882.000 M | 100.00000 88200.00| 118.63000 104631.66| 148.00000 130536.00
300 MM UNDERDRAIN TYPE C | | |
0390 605.12 430.000 M | 190.00000 81700.00| 128.26000 55151.80| 156.00000 67080.00
375 MM UNDERDRAIN TYPE C | | |
0400 605.13 197.000 M | 200.00000 39400.00| 154.01000 30339.97| 182.00000 35854.00
450 MM UNDERDRAIN TYPE C | | |
0410 605.14 100.000 M | 300.00000 30000.00| 180.65000 18065.00| 203.00000 20300.00
525 MM UNDERDRAIN TYPE C | | |
0420 605.16 130.900 M | 350.00000 45815.00| 225.47000 29514.02| 239.00000 31285.10
675 MM UNDERDRAIN TYPE C | | |
0430 605.17 57.000 M | 350.00000 19950.00| 227.41000 12962.37| 246.00000 14022.00
750 MM UNDERDRAIN TYPE C | | |
0440 606.24 155.000 M | 59.68000 9250.40| 68.98000 10691.90| 60.00000 9300.00
GUARDRAIL TYPE 3D - SINGLE RAIL | | |
0450 606.242 16.250 M | 61.39000 997.59| 70.96000 1153.10| 65.00000 1056.25
GUARDRAIL TYPE 3D - OVER 4.5M RADIUS | | |
0460 606.353 16.000 EA | 45.00000 720.00| 52.01000 832.16| 50.00000 800.00
REFLECTORIZED FLEXIBLE GUARDRAIL MARKER | | |
0470 606.754 7.000 EA | 600.00000 4200.00| 1144.01000 8008.07| 700.00000 4900.00
WIDEN SHOULDER FOR 350 END TREATMENT | | |
0480 606.79 7.000 EA | 1800.00000 12600.00| 2080.49000 14563.43| 2350.00000 16450.00
GUARDRAIL 350 FLARED TERMINAL | | |
0490 607.24 289.700 M | 24.14000 6993.36| 27.90000 8082.63| 23.00000 6663.10
REMOVE AND RESET FENCE | | |
0500 608.26 1.480 M2 | 420.00000 621.60| 785.96000 1163.22| 1000.00000 1480.00
CURB RAMP DETECTABLE WARNING FIELD | | |
LETTING DATE : 06/14/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/15/06
PAGE : 4
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 010213.01
=========
====================================================================================================================================
|( 1 ) 000079 |( 2 ) 000855 |( 3 ) 000116
|R J GRONDIN & SONS, INC. |BRIDGECORP |SHAW BROTHERS CONSTRUCTION, I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0510 609.11 890.000 M | 83.00000 73870.00| 87.20000 77608.00| 78.00000 69420.00
VERTICAL CURB TYPE 1 | | |
0520 609.12 43.500 M | 125.00000 5437.50| 113.79000 4949.87| 115.00000 5002.50
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0530 609.234 5.000 EA | 100.00000 500.00| 277.40000 1387.00| 150.00000 750.00
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0540 609.237 65.000 EA | 120.00000 7800.00| 392.98000 25543.70| 225.00000 14625.00
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0550 609.31 3810.000 M | 10.76000 40995.60| 20.94000 79781.40| 14.75000 56197.50
CURB TYPE 3 | | |
0560 610.08 848.000 M3 | 40.00000 33920.00| 71.53000 60657.44| 70.00000 59360.00
PLAIN RIPRAP | | |
0570 610.18 1068.000 M3 | 45.00000 48060.00| 46.24000 49384.32| 70.00000 74760.00
STONE DITCH PROTECTION | | |
0580 613.319 22020.000 M2 | 2.00000 44040.00| 2.64000 58132.80| 2.00000 44040.00
EROSION CONTROL BLANKET | | |
0590 615.0701 1690.000 M3 | 40.00000 67600.00| 43.32000 73210.80| 100.00000 169000.00
LOAM - PLAN QUANTITY | | |
0600 618.1301 160.000 UN | 24.00000 3840.00| 18.49000 2958.40| 23.00000 3680.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0610 618.1401 580.000 UN | 16.50000 9570.00| 17.05000 9889.00| 16.00000 9280.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0620 619.1201 740.000 UN | 8.00000 5920.00| 14.16000 10478.40| 10.00000 7400.00
MULCH - PLAN QUANTITY | | |
0630 620.60 36.000 M2 | 10.00000 360.00| 8.94000 321.84| 8.00000 288.00
SEPARATION GEOTEXTILE | | |
0640 621.025 37.000 EA | 86.00000 3182.00| 64.73000 2395.01| 100.00000 3700.00
EVERGREEN TREES (900 MM - 1200 MM) | | |
GROUP A | | |
0650 621.026 5.000 EA | 98.00000 490.00| 70.27000 351.35| 140.00000 700.00
EVERGREEN TREES (900 MM - 1200 MM) | | |
GROUP B | | |
0660 621.027 4.000 EA | 115.00000 460.00| 81.37000 325.48| 145.00000 580.00
EVERGREEN TREES (900 MM - 1200 MM) | | |
GROUP C | | |
0670 621.038 6.000 EA | 178.00000 1068.00| 133.15000 798.90| 180.00000 1080.00
EVERGREEN TREES (1500 MM - 1800 MM) | | |
GROUP B | | |
0680 621.126 6.000 EA | 153.00000 918.00| 81.37000 488.22| 150.00000 900.00
SMALL DECIDUOUS TREES (1800 MM - 2400 | | |
MM) GROUP A | | |
LETTING DATE : 06/14/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/15/06
PAGE : 5
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 010213.01
=========
====================================================================================================================================
|( 1 ) 000079 |( 2 ) 000855 |( 3 ) 000116
|R J GRONDIN & SONS, INC. |BRIDGECORP |SHAW BROTHERS CONSTRUCTION, I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0690 621.195 9.000 EA | 288.00000 2592.00| 305.14000 2746.26| 265.00000 2385.00
MEDIUM DECIDUOUS TREE (45 MM - 50 MM | | |
CALIPER) GROUP A | | |
0700 621.255 9.000 EA | 258.00000 2322.00| 125.75000 1131.75| 260.00000 2340.00
LARGE DECIDUOUS TREES (2400 MM - 3000 | | |
MM) GROUP A | | |
0710 621.273 3.000 EA | 323.00000 969.00| 322.88000 968.64| 300.00000 900.00
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0720 621.395 6.000 EA | 53.00000 318.00| 64.73000 388.38| 55.00000 330.00
DWARF EVERGREENS (450 MM - 600 MM) | | |
GROUP A | | |
0730 621.401 36.000 EA | 75.00000 2700.00| 23.12000 832.32| 40.00000 1440.00
DWARF EVERGREENS (600 MM - 750 MM) | | |
GROUP A | | |
0740 621.546 42.000 EA | 38.00000 1596.00| 23.12000 971.04| 35.00000 1470.00
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP A | | |
0750 621.80 LUMP | 5000.00000 5000.00| 2080.49000 2080.49| 4000.00000 4000.00
ESTABLISHMENT PERIOD | | |
0760 627.711 35980.000 M | 0.40000 14392.00| 0.46000 16550.80| 0.40000 14392.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0770 627.73 11800.000 M | 0.40000 4720.00| 0.46000 5428.00| 0.40000 4720.00
100 MM YELLOW PAVEMENT MARKING LINE | | |
0780 627.75 110.000 M2 | 17.75000 1952.50| 20.52000 2257.20| 17.75000 1952.50
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0790 627.76 LUMP | 15000.00000 15000.00| 8321.51000 8321.51| 14000.00000 14000.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0800 629.05 65.000 HR | 22.00000 1430.00| 52.01000 3380.65| 35.00000 2275.00
HAND LABOR, STRAIGHT TIME | | |
0810 631.12 95.000 HR | 80.00000 7600.00| 156.04000 14823.80| 140.00000 13300.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0820 631.14 5.000 HR | 80.00000 400.00| 156.04000 780.20| 150.00000 750.00
GRADER (INCLUDING OPERATOR) | | |
0830 631.172 130.000 HR | 75.00000 9750.00| 75.13000 9766.90| 70.00000 9100.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0840 631.18 10.000 HR | 45.00000 450.00| 86.69000 866.90| 35.00000 350.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
LETTING DATE : 06/14/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/15/06
PAGE : 6
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 010213.01
=========
====================================================================================================================================
|( 1 ) 000079 |( 2 ) 000855 |( 3 ) 000116
|R J GRONDIN & SONS, INC. |BRIDGECORP |SHAW BROTHERS CONSTRUCTION, I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0850 631.22 10.000 HR | 60.00000 600.00| 144.48000 1444.80| 105.00000 1050.00
FRONT END LOADER (INCLUDING OPERATOR) | | |
0860 631.32 40.000 HR | 225.00000 9000.00| 346.75000 13870.00| 150.00000 6000.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0870 634.208 1.000 EA | 900.00000 900.00| 866.87000 866.87| 1750.00000 1750.00
REMOVE AND RESET LIGHT STANDARDS | | |
0880 635.31 55.000 M2 | 500.00000 27500.00| 791.92000 43555.60| 780.00000 42900.00
PREFABRICATED CONCRETE BLOCK GRAVITY | | |
WALL | | |
0890 639.18 1.000 EA | 12600.00000 12600.00| 37830.29000 37830.29| 26400.00000 26400.00
FIELD OFFICE TYPE A | | |
0900 643.60 LUMP | 6000.00000 6000.00| 4974.69000 4974.69| 11000.00000 11000.00
FLASHING BEACON AT: | | |
0910 652.38 5270.000 HR | 26.00000 137020.00| 17.80000 93806.00| 18.00000 94860.00
FLAGGER | | |
0920 652.39 LUMP | 120000.00000 120000.00| 175852.00000 175852.00| 424400.00000 424400.00
WORK ZONE TRAFFIC CONTROL | | |
0930 656.75 LUMP | 45000.00000 45000.00| 72085.83000 72085.83| 201800.00000 201800.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0940 658.20 107.000 M2 | 12.00000 1284.00| 13.87000 1484.09| 12.00000 1284.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0950 659.10 LUMP | 280530.00000 280530.00| 966054.36000 966054.36| 701448.00000 701448.00
MOBILIZATION | | |
0960 660.21 2000.000 HR | 2.00000 4000.00| 1.16000 2320.00| 1.00000 2000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 5,635,450.15| $ 6,777,404.47| $ 7,004,029.35
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0002 WATER DISTRICT ITEMS
| | |
0970 604.18 11.000 EA | 300.00000 3300.00| 375.55000 4131.05| 400.00000 4400.00
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0980 823.011 4.000 EA | 250.00000 1000.00| 419.83000 1679.32| 350.00000 1400.00
GATE VALVE BOX, INSTALL ONLY | | |
0990 823.332 44.000 EA | 100.00000 4400.00| 209.91000 9236.04| 100.00000 4400.00
GATE VALVE BOX, ADJUST TO GRADE | | |
SECTION TOTALS | $ 8,700.00| $ 15,046.41| $ 10,200.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0003 WATER DISTRICT ITEMS
| | |
LETTING DATE : 06/14/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/15/06
PAGE : 7
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 010213.01
=========
====================================================================================================================================
|( 1 ) 000079 |( 2 ) 000855 |( 3 ) 000116
|R J GRONDIN & SONS, INC. |BRIDGECORP |SHAW BROTHERS CONSTRUCTION, I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
1000 203.26 270.000 M3 | 30.00000 8100.00| 32.61000 8804.70| 21.00000 5670.00
GRAVEL BORROW | | |
1010 803.011 20.000 M3 | 45.00000 900.00| 88.09000 1761.80| 125.00000 2500.00
TEST PITS | | |
1020 822.343 23.000 M | 150.00000 3450.00| 195.26000 4490.98| 442.00000 10166.00
200 MM DUCTILE IRON WATER MAIN | | |
1030 822.344 1.000 EA | 720.00000 720.00| 1067.68000 1067.68| 620.00000 620.00
400 MM X 300 REDUCER | | |
1040 822.345 1.000 EA | 1450.00000 1450.00| 2368.23000 2368.23| 1240.00000 1240.00
400 MM X 400 X 400 MM TEE | | |
1050 822.346 3.000 EA | 705.00000 2115.00| 2182.81000 6548.43| 1100.00000 3300.00
400 MM X 400 MM X 200 MM TEE | | |
1060 822.365 18.000 M | 195.00000 3510.00| 228.41000 4111.38| 399.00000 7182.00
300 MM DUCTILE IRON WATER MAIN | | |
1070 822.366 2540.000 M | 217.00000 551180.00| 197.49000 501624.60| 217.00000 551180.00
400 MM DUCTILE IRON WATER MAIN | | |
1080 823.30 5.000 EA | 6400.00000 32000.00| 5971.14000 29855.70| 5780.00000 28900.00
400 MM GATE VALVE | | |
1090 823.31 1.000 EA | 2400.00000 2400.00| 2400.12000 2400.12| 2100.00000 2100.00
300 MM GATE VALVE | | |
1100 823.325 3.000 EA | 1100.00000 3300.00| 1577.60000 4732.80| 940.00000 2820.00
200 MM GATE VALVE | | |
1110 824.30 8.000 EA | 3400.00000 27200.00| 4604.80000 36838.40| 4680.00000 37440.00
FIRE HYDRANTS | | |
1120 825.323 3.000 EA | 1500.00000 4500.00| 1473.61000 4420.83| 1515.00000 4545.00
50 MM BLOW -OFF ASSEMBLY | | |
1130 825.333 3.000 EA | 300.00000 900.00| 534.46000 1603.38| 300.00000 900.00
25 MM AIR RELIEF VALVE | | |
1140 825.334 5.000 EA | 4600.00000 23000.00| 1396.48000 6982.40| 2900.00000 14500.00
25 MM WATER SERVICE - LONGSIDE | | |
1150 825.335 5.000 EA | 2600.00000 13000.00| 1232.30000 6161.50| 1334.00000 6670.00
25 MM WATER SERVICE - SHORTSIDE | | |
1160 825.344 210.000 M | 505.00000 106050.00| 359.52000 75499.20| 437.00000 91770.00
LOWER EXISTING WATER MAIN | | |
1170 825.345 2.000 EA | 1500.00000 3000.00| 1061.37000 2122.74| 650.00000 1300.00
LOWER SERVICES IN "CUT " AREAS | | |
1180 825.346 2.000 EA | 2600.00000 5200.00| 2334.41000 4668.82| 3450.00000 6900.00
LOWER HYDRANTS IN " CUT " AREAS | | |
1190 825.347 4.000 EA | 1300.00000 5200.00| 1004.49000 4017.96| 1603.00000 6412.00
LOWER SERVICES IN NEW DRAINAGE DITCH | | |
1200 825.348 2.000 EA | 7000.00000 14000.00| 6119.89000 12239.78| 2100.00000 4200.00
WATER MAIN LOCATION ADJ. AROUND NEW | | |
DRAINAGE STRUCTURES | | |
LETTING DATE : 06/14/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/15/06
PAGE : 8
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 010213.01
=========
====================================================================================================================================
|( 1 ) 000079 |( 2 ) 000855 |( 3 ) 000116
|R J GRONDIN & SONS, INC. |BRIDGECORP |SHAW BROTHERS CONSTRUCTION, I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
1210 827.301 1500.000 M3 | 100.00000 150000.00| 165.91000 248865.00| 76.00000 114000.00
ROCK EXCAVATION WATER MAIN | | |
1220 827.302 40.000 M3 | 60.00000 2400.00| 68.74000 2749.60| 45.00000 1800.00
UNSUITABLE MATERIAL EXCAVATION BELOW | | |
TRENCH GRADE - GRAVEL BEDDING MATERIAL | | |
SECTION TOTALS | $ 963,575.00| $ 973,936.03| $ 906,115.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 6,607,725.15| $ 7,766,386.91| $ 7,920,344.35
====================================================================================================================================
LETTING DATE : 06/14/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/15/06
PAGE : 9
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 010213.01
=========
====================================================================================================================================
|( 4 ) 000648 |( ) |( )
|DEARBORN BROS. CONSTR. INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.11 1.760 HA | 25000.00000 44000.00| |
CLEARING | | |
0020 201.23 82.000 EA | 550.00000 45100.00| |
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 84.000 EA | 150.00000 12600.00| |
REMOVING STUMP | | |
0040 202.128 9.000 LS | 20000.00000 20000.00| |
REMOVE CONCRETE CURBS AND SIDEWALKS | | |
0050 202.15 2.000 EA | 500.00000 1000.00| |
REMOVING MANHOLE OR CATCH BASIN | | |
0060 202.191 LUMP | 13750.00000 13750.00| |
REMOVING EXISTING PIPE | | |
0070 202.203 530.000 M2 | 22.45000 11898.50| |
PAVEMENT BUTT JOINTS | | |
0080 203.2001 70800.000 M3 | 11.15000 789420.00| |
COMMON EXCAVATION - PLAN QUANTITY | | |
0090 203.21 500.000 M3 | 70.00000 35000.00| |
ROCK EXCAVATION | | |
0100 203.50 20.000 M3 | 15.75000 315.00| |
COARSE SAND BORROW | | |
0110 204.41 5160.000 M2 | 10.80000 55728.00| |
REHABILITATION OF EXISTING SHOULDERS, | | |
PLAN QUANTITY | | |
0120 206.07 500.000 M3 | 155.00000 77500.00| |
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0130 211.30 650.000 M | 31.00000 20150.00| |
DITCH EXCAVATION | | |
0140 304.104 38500.000 M3 | 19.65000 756525.00| |
AGGREGATE SUBBASE COURSE - GRAVEL (PLAN | | |
QUANTITY) | | |
0150 310.23 58920.000 M2 | 15.10000 889692.00| |
PLANT MIX RECYCLED ASPHALT PAVEMENT - | | |
75 MM DEPTH | | |
0160 403.207 8910.000 MG | 77.95000 694534.50| |
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0170 403.209 1560.000 MG | 129.52000 202051.20| |
HOT MIX ASPHALT 9.5 MM (SIDEWALKS, | | |
DRIVES, INCIDENTALS) | | |
LETTING DATE : 06/14/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/15/06
PAGE : 10
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 010213.01
=========
====================================================================================================================================
|( 4 ) 000648 |( ) |( )
|DEARBORN BROS. CONSTR. INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0180 403.210 6500.000 MG | 78.95000 513175.00| |
HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE | | |
0190 409.15 12380.000 L | 2.45000 30331.00| |
BITUMINOUS TACK COAT APPLIED | | |
0200 527.303 1.000 EA | 5000.00000 5000.00| |
ENERGY ABSORBING SYSTEM (ET-2,000) | | |
0210 603.15 22.000 M | 137.76000 3030.72| |
300 MM CULVERT PIPE OPTION I | | |
0220 603.16 780.000 M | 147.60000 115128.00| |
375 MM CULVERT PIPE OPTION I | | |
0230 603.17 127.000 M | 164.20000 20853.40| |
450 MM CULVERT PIPE OPTION I | | |
0240 603.179 315.000 M | 164.20000 51723.00| |
450 MM CULVERT PIPE OPTION III | | |
0250 603.19 50.000 M | 185.00000 9250.00| |
600 MM CULVERT PIPE OPTION I | | |
0260 603.215 16.000 M | 295.00000 4720.00| |
900 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0270 603.231 4.000 M | 311.60000 1246.40| |
1200 MM CORRUGATED METAL PIPE | | |
0280 603.235 12.000 M | 426.40000 5116.80| |
1200 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0290 603.275 34.000 M | 656.00000 22304.00| |
1800 MM RCP CLASS III | | |
0300 603.76 1.000 EA | 900.00000 900.00| |
300 MM INLET GRATE UNIT | | |
0310 603.78 1.000 EA | 1300.00000 1300.00| |
450 MM INLET GRATE UNIT | | |
0320 604.076 9.000 EA | 1550.00000 13950.00| |
1500 MM CATCH BASIN TYPE A1-C | | |
0330 604.092 7.000 EA | 1400.00000 9800.00| |
CATCH BASIN TYPE B1-C | | |
0340 604.252 2.000 EA | 1400.00000 2800.00| |
CATCH BASIN TYPE A5-C | | |
0350 604.262 7.000 EA | 1400.00000 9800.00| |
CATCH BASIN TYPE B5-C | | |
0360 605.09 3320.000 M | 86.00000 285520.00| |
150 MM UNDERDRAIN TYPE B | | |
0370 605.10 435.000 M | 85.25000 37083.75| |
150 MM UNDERDRAIN OUTLET | | |
LETTING DATE : 06/14/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/15/06
PAGE : 11
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 010213.01
=========
====================================================================================================================================
|( 4 ) 000648 |( ) |( )
|DEARBORN BROS. CONSTR. INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0380 605.11 882.000 M | 137.75000 121495.50| |
300 MM UNDERDRAIN TYPE C | | |
0390 605.12 430.000 M | 144.25000 62027.50| |
375 MM UNDERDRAIN TYPE C | | |
0400 605.13 197.000 M | 157.50000 31027.50| |
450 MM UNDERDRAIN TYPE C | | |
0410 605.14 100.000 M | 177.15000 17715.00| |
525 MM UNDERDRAIN TYPE C | | |
0420 605.16 130.900 M | 213.50000 27947.15| |
675 MM UNDERDRAIN TYPE C | | |
0430 605.17 57.000 M | 213.50000 12169.50| |
750 MM UNDERDRAIN TYPE C | | |
0440 606.24 155.000 M | 90.15000 13973.25| |
GUARDRAIL TYPE 3D - SINGLE RAIL | | |
0450 606.242 16.250 M | 114.80000 1865.50| |
GUARDRAIL TYPE 3D - OVER 4.5M RADIUS | | |
0460 606.353 16.000 EA | 50.00000 800.00| |
REFLECTORIZED FLEXIBLE GUARDRAIL MARKER | | |
0470 606.754 7.000 EA | 1500.00000 10500.00| |
WIDEN SHOULDER FOR 350 END TREATMENT | | |
0480 606.79 7.000 EA | 2300.00000 16100.00| |
GUARDRAIL 350 FLARED TERMINAL | | |
0490 607.24 289.700 M | 60.00000 17382.00| |
REMOVE AND RESET FENCE | | |
0500 608.26 1.480 M2 | 216.25000 320.05| |
CURB RAMP DETECTABLE WARNING FIELD | | |
0510 609.11 890.000 M | 108.25000 96342.50| |
VERTICAL CURB TYPE 1 | | |
0520 609.12 43.500 M | 148.00000 6438.00| |
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0530 609.234 5.000 EA | 175.00000 875.00| |
TERMINAL CURB TYPE 1 - 1.2 METER | | |
0540 609.237 65.000 EA | 275.00000 17875.00| |
TERMINAL CURB TYPE 1 - 2.1 METER | | |
0550 609.31 3810.000 M | 13.45000 51244.50| |
CURB TYPE 3 | | |
0560 610.08 848.000 M3 | 55.00000 46640.00| |
PLAIN RIPRAP | | |
0570 610.18 1068.000 M3 | 55.00000 58740.00| |
STONE DITCH PROTECTION | | |
0580 613.319 22020.000 M2 | 2.40000 52848.00| |
EROSION CONTROL BLANKET | | |
LETTING DATE : 06/14/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/15/06
PAGE : 12
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 010213.01
=========
====================================================================================================================================
|( 4 ) 000648 |( ) |( )
|DEARBORN BROS. CONSTR. INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0590 615.0701 1690.000 M3 | 26.25000 44362.50| |
LOAM - PLAN QUANTITY | | |
0600 618.1301 160.000 UN | 28.75000 4600.00| |
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0610 618.1401 580.000 UN | 20.00000 11600.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0620 619.1201 740.000 UN | 15.00000 11100.00| |
MULCH - PLAN QUANTITY | | |
0630 620.60 36.000 M2 | 2.50000 90.00| |
SEPARATION GEOTEXTILE | | |
0640 621.025 37.000 EA | 70.00000 2590.00| |
EVERGREEN TREES (900 MM - 1200 MM) | | |
GROUP A | | |
0650 621.026 5.000 EA | 76.00000 380.00| |
EVERGREEN TREES (900 MM - 1200 MM) | | |
GROUP B | | |
0660 621.027 4.000 EA | 88.00000 352.00| |
EVERGREEN TREES (900 MM - 1200 MM) | | |
GROUP C | | |
0670 621.038 6.000 EA | 144.00000 864.00| |
EVERGREEN TREES (1500 MM - 1800 MM) | | |
GROUP B | | |
0680 621.126 6.000 EA | 88.00000 528.00| |
SMALL DECIDUOUS TREES (1800 MM - 2400 | | |
MM) GROUP A | | |
0690 621.195 9.000 EA | 330.00000 2970.00| |
MEDIUM DECIDUOUS TREE (45 MM - 50 MM | | |
CALIPER) GROUP A | | |
0700 621.255 9.000 EA | 136.00000 1224.00| |
LARGE DECIDUOUS TREES (2400 MM - 3000 | | |
MM) GROUP A | | |
0710 621.273 3.000 EA | 360.00000 1080.00| |
LARGE DECIDUOUS TREE (50 MM - 65 MM | | |
CALIPER) GROUP A | | |
0720 621.395 6.000 EA | 70.00000 420.00| |
DWARF EVERGREENS (450 MM - 600 MM) | | |
GROUP A | | |
0730 621.401 36.000 EA | 25.00000 900.00| |
DWARF EVERGREENS (600 MM - 750 MM) | | |
GROUP A | | |
0740 621.546 42.000 EA | 25.00000 1050.00| |
DECIDUOUS SHRUBS (600 MM - 900 MM) | | |
GROUP A | | |
LETTING DATE : 06/14/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/15/06
PAGE : 13
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 010213.01
=========
====================================================================================================================================
|( 4 ) 000648 |( ) |( )
|DEARBORN BROS. CONSTR. INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0750 621.80 LUMP | 3500.00000 3500.00| |
ESTABLISHMENT PERIOD | | |
0760 627.711 35980.000 M | 1.25000 44975.00| |
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0770 627.73 11800.000 M | 1.50000 17700.00| |
100 MM YELLOW PAVEMENT MARKING LINE | | |
0780 627.75 110.000 M2 | 32.50000 3575.00| |
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0790 627.76 LUMP | 37000.00000 37000.00| |
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0800 629.05 65.000 HR | 40.00000 2600.00| |
HAND LABOR, STRAIGHT TIME | | |
0810 631.12 95.000 HR | 155.00000 14725.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0820 631.14 5.000 HR | 160.00000 800.00| |
GRADER (INCLUDING OPERATOR) | | |
0830 631.172 130.000 HR | 60.00000 7800.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0840 631.18 10.000 HR | 55.00000 550.00| |
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0850 631.22 10.000 HR | 100.00000 1000.00| |
FRONT END LOADER (INCLUDING OPERATOR) | | |
0860 631.32 40.000 HR | 200.00000 8000.00| |
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0870 634.208 1.000 EA | 5000.00000 5000.00| |
REMOVE AND RESET LIGHT STANDARDS | | |
0880 635.31 55.000 M2 | 430.00000 23650.00| |
PREFABRICATED CONCRETE BLOCK GRAVITY | | |
WALL | | |
0890 639.18 1.000 EA | 12000.00000 12000.00| |
FIELD OFFICE TYPE A | | |
0900 643.60 LUMP | 7500.00000 7500.00| |
FLASHING BEACON AT: | | |
0910 652.38 5270.000 HR | 22.00000 115940.00| |
FLAGGER | | |
0920 652.39 LUMP | 150000.00000 150000.00| |
WORK ZONE TRAFFIC CONTROL | | |
LETTING DATE : 06/14/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/15/06
PAGE : 14
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 010213.01
=========
====================================================================================================================================
|( 4 ) 000648 |( ) |( )
|DEARBORN BROS. CONSTR. INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0930 656.75 LUMP | 150000.00000 150000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0940 658.20 107.000 M2 | 30.00000 3210.00| |
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0950 659.10 LUMP | 750000.00000 750000.00| |
MOBILIZATION | | |
0960 660.21 2000.000 HR | 2.00000 4000.00| |
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 6,924,257.72| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0002 WATER DISTRICT ITEMS
| | |
0970 604.18 11.000 EA | 650.00000 7150.00| |
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0980 823.011 4.000 EA | 300.00000 1200.00| |
GATE VALVE BOX, INSTALL ONLY | | |
0990 823.332 44.000 EA | 125.00000 5500.00| |
GATE VALVE BOX, ADJUST TO GRADE | | |
SECTION TOTALS | $ 13,850.00| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0003 WATER DISTRICT ITEMS
| | |
1000 203.26 270.000 M3 | 16.50000 4455.00| |
GRAVEL BORROW | | |
1010 803.011 20.000 M3 | 39.00000 780.00| |
TEST PITS | | |
1020 822.343 23.000 M | 136.95000 3149.85| |
200 MM DUCTILE IRON WATER MAIN | | |
1030 822.344 1.000 EA | 1000.00000 1000.00| |
400 MM X 300 REDUCER | | |
1040 822.345 1.000 EA | 1000.00000 1000.00| |
400 MM X 400 X 400 MM TEE | | |
1050 822.346 3.000 EA | 1000.00000 3000.00| |
400 MM X 400 MM X 200 MM TEE | | |
1060 822.365 18.000 M | 203.25000 3658.50| |
300 MM DUCTILE IRON WATER MAIN | | |
1070 822.366 2540.000 M | 340.50000 864870.00| |
400 MM DUCTILE IRON WATER MAIN | | |
1080 823.30 5.000 EA | 6000.00000 30000.00| |
400 MM GATE VALVE | | |
LETTING DATE : 06/14/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/15/06
PAGE : 15
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 010213.01
=========
====================================================================================================================================
|( 4 ) 000648 |( ) |( )
|DEARBORN BROS. CONSTR. INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
1090 823.31 1.000 EA | 2250.00000 2250.00| |
300 MM GATE VALVE | | |
1100 823.325 3.000 EA | 1500.00000 4500.00| |
200 MM GATE VALVE | | |
1110 824.30 8.000 EA | 4500.00000 36000.00| |
FIRE HYDRANTS | | |
1120 825.323 3.000 EA | 1500.00000 4500.00| |
50 MM BLOW -OFF ASSEMBLY | | |
1130 825.333 3.000 EA | 500.00000 1500.00| |
25 MM AIR RELIEF VALVE | | |
1140 825.334 5.000 EA | 3000.00000 15000.00| |
25 MM WATER SERVICE - LONGSIDE | | |
1150 825.335 5.000 EA | 2000.00000 10000.00| |
25 MM WATER SERVICE - SHORTSIDE | | |
1160 825.344 210.000 M | 460.50000 96705.00| |
LOWER EXISTING WATER MAIN | | |
1170 825.345 2.000 EA | 2000.00000 4000.00| |
LOWER SERVICES IN "CUT " AREAS | | |
1180 825.346 2.000 EA | 3000.00000 6000.00| |
LOWER HYDRANTS IN " CUT " AREAS | | |
1190 825.347 4.000 EA | 2000.00000 8000.00| |
LOWER SERVICES IN NEW DRAINAGE DITCH | | |
1200 825.348 2.000 EA | 4000.00000 8000.00| |
WATER MAIN LOCATION ADJ. AROUND NEW | | |
DRAINAGE STRUCTURES | | |
1210 827.301 1500.000 M3 | 155.00000 232500.00| |
ROCK EXCAVATION WATER MAIN | | |
1220 827.302 40.000 M3 | 45.50000 1820.00| |
UNSUITABLE MATERIAL EXCAVATION BELOW | | |
TRENCH GRADE - GRAVEL BEDDING MATERIAL | | |
SECTION TOTALS | $ 1,342,688.35| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 8,280,796.07| $ 0.00| $
====================================================================================================================================