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Attachment A - Engineer's Estimate
<br />ROADWAY
<br />QTY
<br />ROADWAY
<br />COST
<br />STORM
<br />SEWER QTY
<br />STORM
<br />SEWER COST
<br />ROADWAY
<br />QTY
<br />ROADWAY
<br />COST
<br />STORM
<br />SEWER QTY
<br />STORM
<br />SEWER COST
<br />ROADWAY
<br />QTY
<br />ROADWAY
<br />COST
<br />STORM
<br />SEWER QTY
<br />STORM
<br />SEWER COST
<br />ROADWAY
<br />QTY
<br />ROADWAY
<br />COST
<br />STORM
<br />SEWER QTY
<br />STORM
<br />SEWER COST
<br />NO.
<br />ENGINEER'S ESTIMATE (3/17/2020)
<br />SAP 209-020-012
<br />RAMSEY COUNTY TOTAL
<br />PROJECT
<br />COST
<br />SPEC.
<br />REF.UNITITEM DESCRIPTION
<br />CITY OF LITTLE CANADA
<br />SAP 200-121-001
<br />UNIT PRICE NON-PART.
<br />QUANTITY
<br />NON-PART.
<br />COST
<br />CITY OF LITTLE CANADA CITY OF VADNAIS HEIGHTS
<br />SAP 062-619-035
<br />GREENBRIER STREET
<br />NON-PARTICIPATING
<br />COUNTY ROAD D
<br />TOTAL
<br />PROJECT
<br />QUANTITY
<br />VADNAIS
<br />HEIGHTS
<br />NON-PART.
<br />COST
<br />LITTLE
<br />CANADA
<br />NON-PART.
<br />QUANTITY
<br />LITTLE
<br />CANADA
<br />NON-PART.
<br />COST
<br />VADNAIS
<br />HEIGHTS
<br />NON-PART.
<br />QUANTITY
<br />50 2502.503 6" PVC PIPE DRAIN, SCHEDULE SDR 40 LIN FT 20.00$ 17 $340.00 57 $1,140.00 88 $1,760.00 766 $15,320.00 928 $18,560.00
<br />51 2502.503 4" PERFORATED PVC PIPE DRAIN, W/ SOCK LIN FT 10.00$ 1033 $10,330.00 83 $830.00 83 $830.00 1050 $10,500.00 2249 $22,490.00
<br />52 2502.503 6" PERFORATED PVC PIPE DRAIN, SCHEDULE 26 LIN FT 25.00$ 88 $2,200.00 331 $8,275.00 419 $10,475.00
<br />53 2502.602 6" PVC PIPE DRAIN CLEAN OUT EACH 350.00$ 2 $700.00 10 $3,500.00 5 $1,750.00 17 $5,950.00
<br />54 2502.602 CONNECT DRAIN TILE TO STRUCTURE EACH 500.00$ 1 $500.00 6 $3,000.00 12 $6,000.00 19 $9,500.00
<br />55 2502.602
<br />CONNECT DRAIN TILE TO STORM SEWER W/ KOR-N-TEE
<br />SERVICE CONNECTION EACH 1,500.00$ 1 $1,500.00 12 $18,000.00 13 $19,500.00
<br />56 2503.502 10' DIA TOP SLAB WITH 2X3 OPENING EACH 1,500.00$ 1 $1,500.00 1 $1,500.00
<br />57 2503.503 12" STORM SEWER LIN FT 45.00$ 20 $900.00 9 $405.00 29 $1,305.00
<br />58 2503.503 15" STORM SEWER LIN FT 52.00$ 84 $4,368.00 578 $30,056.00 662 $34,424.00
<br />59 2503.503 18" STORM SEWER LIN FT 60.00$ 11 $660.00 34 $2,040.00 68 $4,080.00 113 $6,780.00
<br />60 2503.503 21" STORM SEWER LIN FT 70.00$ 323 $22,610.00 323 $22,610.00
<br />61 2503.503 24" STORM SEWER, CL IV LIN FT 75.00$ 1218 $91,350.00 1218 $91,350.00
<br />62 2503.503 27" STORM SEWER, CL IV LIN FT 75.00$ 8 $600.00 8 $600.00
<br />63 2503.503 30" STORM SEWER, CL IV LIN FT 105.00$ 729 $76,545.00 496 $52,080.00 1225 $128,625.00
<br />64 2503.503 48" STORM SEWE CL IV LIN FT 175.00$ 48 $8,400.00 48 $8,400.00
<br />65 2503.503 21" PVC STORM SEWER LIN FT 175.00$ 9 $1,575.00 9 $1,575.00
<br />66 2503.602
<br />REMOVE AND REPLACE SANITARY SEWER SERVICE AT
<br />STORM SEWER CROSSING (6" PVC)LIN FT 80.00$ 295 $23,600.00 60 $4,800.00 355 $28,400.00
<br />67 2503.603 RECONSTRUCT SANITARY SEWER MANHOLE LIN FT 500.00$ 11 $5,400.00 5 $2,600.00 16 $8,000.00
<br />68 2504.602 ADJUST CURB BOX CASTING IN DRIVEWAY EACH 300.00$ 2 $600.00 2 $600.00
<br />69 2504.602 REPLACE WATER MAIN FITTING BOLTS FITTING 3,000.00$ 14 $42,000.00 14 $42,000.00 14 $42,000.00
<br />70 2504.602 6" GATE VALVE AND BOX EACH 1,800.00$ 3 $5,400.00 $3.00 $5,400.00 3 $5,400.00
<br />71 2504.602 6" WATER MAIN OFFSET EACH 6,000.00$ 2 $12,000.00 2 $12,000.00
<br />72 2504.602 8" WATER MAIN OFFSET EACH 7,000.00$ 1 1 $7,000.00 2 $14,000.00
<br />73 2504.602 INSTALL SALVAGED HYDRANT EACH 2,500.00$ 3 $7,500.00 3 $7,500.00 3 $7,500.00
<br />74 2504.602 ADJUST CURB BOX IN TURF EACH 200.00$ 6 $1,200.00 23 $4,600.00 29 $5,800.00
<br />75 2504.602 ADJUST VALVE BOX EACH 500.00$ 5 $2,500.00 7 $3,500.00 12 $6,000.00
<br />76 2504.602 ADJUST HYDRANT EACH 1,000.00$ 2 $2,000.00 2 $2,000.00
<br />77 2504.602 OFFSET WATER SERVICE AT STORM SEWER CROSSING EACH 2,000.00$ 17 $34,000.00 17 $34,000.00
<br />78 2504.604
<br />INSULATE COPPER WATER SERVICE, 4" THICK AT STORM
<br />SEWER CROSSING SQ YD 40.00$ 120 $4,800.00 120 $4,800.00
<br />79 2506.502 RAIN GUARDIAN - BUNKER EACH 2,500.00$ 2 $5,000.00 2 $5,000.00
<br />80 2506.502 2'x3' CB, INCL CSTG AND HDPE ADJ RINGS (DETAIL STO-5)EACH 2,750.00$ 5 $13,750.00 11 $30,250.00 16 $44,000.00
<br />81 2506.502
<br />4' DIA STORM SEWER MH, 8' DEEP, INCL R-1642 CSTG AND
<br />HDPE ADJ RINGS (DETAIL STO-1)EACH 3,500.00$ 2 $7,000.00 2 $7,000.00
<br />82 2506.502
<br />4' DIA STORM SEWER CBMH, 8' DEEP, INCL CSTG AND HDPE
<br />ADJ RINGS (DETAIL STO-3)EACH 3,500.00$ 2 $7,000.00 4 $14,000.00 6 $21,000.00
<br />83 2506.502
<br />5' DIA STORM SEWER MH, 8' DEEP, INCL R-1642 CSTG AND
<br />HDPE ADJ RINGS (DETAIL STO-1)EACH 5,000.00$ 2 $10,000.00 7 $35,000.00 9 $45,000.00
<br />84 2506.502
<br />5' DIA STORM SEWER CBMH, 8' DEEP, INCL CSTG AND HDPE
<br />ADJ RINGS (DETAIL STO-1) EACH 5,000.00$ 1 $5,000.00 1 $5,000.00
<br />85 2506.502
<br />6' DIA STORM SEWER MH, 8' DEEP, INCL R-1642 CSTG AND
<br />HDPE ADJ RINGS (DETAIL STO-1)EACH 6,500.00$ 1 $6,500.00 2 $13,000.00 3 $19,500.00
<br />86 2506.502
<br />6' DIA STORM SEWER CBMH, 8' DEEP, INCL CSTG AND HDPE
<br />ADJ RINGS (DETAIL STO-3)EACH 6,500.00$ 1 $6,500.00 1 $6,500.00
<br />87 2506.502
<br />7' DIA STORM SEWER MH, 8' DEEP, INCL R-1642 CSTG AND
<br />HDPE ADJ RINGS (DETAIL STO-1) BUILT OVER EX PIPE EACH 8,000.00$ 1 $8,000.00 1 $8,000.00
<br />88 2506.502 ADJUST MANHOLE CASTING EACH 650.00$ 11 $7,150.00 18 $11,700.00 29 $18,850.00
<br />89 2506.502 ADJUST CATCH BASING CASTING EACH 500.00$ 5 $2,500.00 14 $7,000.00 19 $9,500.00
<br />90 2506.503 5' DIAMETER STRUCTURE OVERDEPTH LIN FT 600.00$ 1.5 $900.00 1.0 $600.00 2.5 $1,500.00
<br />91 2506.602 CONNECT TO EXISTING STORM MANHOLE EACH 2,400.00$ 3 $7,200.00 1 $2,400.00 4 $9,600.00
<br />92 2506.602 CONNECT TO EXISTING STORM PIPE EACH 2,000.00$ 1 $2,000.00 1 $2,000.00
<br />93 2506.602 BULKHEAD 30" RCP EACH 1,000.00$ 1 $800.00 1 $800.00
<br />94 2511.507 CLASS III RANDOM RIP RAP CU YD 110.00$ 15 $1,650.00 50 $5,500.00 65 $7,150.00
<br />95 2521.518 6" CONCRETE WALK SQ FT 15.00$ 884 $13,260.00 442 $6,630.00 442 $6,630.00 1768 $26,520.00
<br />SEQ_2020-03-20_EE.xls 2
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