ADDENDUM NO 3 ATTACHMENT A FILE 2 ENGINEERS ESTIMATE ARFQ DEP25-09 KEMPTON REFUSE REHABILITATION.pdf

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Attached to
AML-Kempton Refuse Rehabilitation
Solicitation number
ARFQ 0313 DEP2500000009 7
Issued by
Tucker County, West Virginia

About this file

This is an Engineers Estimate document prepared by the Department of Environmental Protection (DEP) for the Kempton Refuse Rehabilitation project, issued as part of Addendum No. 3 to ARFQ DEP25-09. The project encompasses comprehensive rehabilitation and restoration work at the Kempton refuse site, including site preparation, removal of existing acid mine drainage (AMD) treatment systems, installation of new AMD treatment infrastructure, erosion control measures, revegetation efforts, and construction of various channels and containment structures. The scope of work includes mobilization and demobilization, construction layout, quality control, site preparation activities, aggregate and fabric installations, fencing and gates, ditch reclamation, stabilized construction entrance, silt fence and erosion control products, revegetation with standard and pollinator seed mixes, geotextile and HDPE liner installations, extensive piping systems, valve installations, weir structures, riprap-lined channels of varying dimensions, concrete vaults and inlets, and subsidence depression repairs across the project site.

The total estimated project cost is $1,875,220.00, with individual line items ranging from $450.00 to $337,500.00. Key cost components include AASHTO #4 limestone for AMD system rehabilitation at $337,500.00, grouted riprap trapezoidal channels at $144,900.00, geotextile and HDPE liner installations totaling $46,600.00, and various piping and drainage infrastructure elements. Cost limitations are imposed on specific bid categories, including mobilization and demobilization capped at five percent of total bid, construction layout at five percent, quality control at three percent, site preparation at ten percent, and administration costs at three percent. The DEP reserves the right to request additional information and supporting documentation regarding unit prices when they appear unreasonable, ensuring cost reasonableness and project feasibility.

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ITEM

NO. DECRIPTION UNIT QTY UNIT PRICE AMOUNT

1 MOBILIZATION AND DEMOBILIZATION (LIMITED TO 5% OF TOTAL BID) LS 1 $80,000.00 $80,000.00

2 CONSTRUCTION LAYOUT (LIMITED TO 5% OF TOTAL BID) LS 1 $80,000.00 $80,000.00

3 QUALITY CONTROL (LIMITED TO 3% OF TOTAL BID) LS 1 $50,000.00 $50,000.00

4.1 SITE PREPARATION (LIMITED TO 10% OF TOTAL BID) LS 1 $150,000.00 $150,000.00

4.2 EXISTING AMD TREATMENT SYSTEM REMOVAL LS 1 $125,000.00 $125,000.00

4.3 AASHTO #1 AGGREGATE TON 900 $35.00 $31,500.00

4.4 CLASS 1, 1 1/2" CRUSHER RUN AGGREGATE TON 750 $35.00 $26,250.00

4.5 SEPARATION FABRIC SY 1,000 $2.00 $2,000.00

4.6 STABILIZATION STONE TON 200 $35.00 $7,000.00

4.7 STABILIZATION FABRIC SY 250 $2.00 $500.00

4.8 TEMPORARY BRIDGE EA 1 $10,000.00 $10,000.00

4.9 6-FOOT CHAIN LINK FENCING LF 700 $45.00 $31,500.00

4.10 24-FOOT WIDE DOUBLE LEAF VEHICULAR CHAIN LINK GATE EA 2 $2,000.00 $4,000.00

4.11 DITCH RECLAMATION LF 1,650 $30.00 $49,500.00

4.12 SODA ASH BRIQUETTES (50LB BAG) EA 100 $50.00 $5,000.00

5.1 STABILIZED CONSTRUCTION ENTRANCE TON 300 $50.00 $15,000.00

5.2 SILT FENCE LF 6,500 $5.00 $32,500.00

5.3 ROLLED EROSION CONTROL PRODUCT SY 3,500 $6.00 $21,000.00

5.4 STONE CHECK DAM TON 300 $45.00 $13,500.00

6.1 REVEGETATION (PER PLAN VIEW ACRE) AC 4 $2,250.00 $9,000.00

6.2 WETLAND BED PREPARATION AND SEED MIX (PER PLAN VIEW ACRE) AC 0.25 $3,000.00 $750.00

6.3 POLLINATOR SEED MIX (PER PLAN VIEW ACRE ACRE) AC 8 $3,000.00 $24,000.00

7.1 16OZ M288 CLASS 1 NON-WOVEN GEOTEXTILE SY 15,200 $2.00 $30,400.00

7.2 40 MIL HDPE TEXTURED LINER (BOTH SIDES) SY 8,100 $2.00 $16,200.00

7.3 AASHTO #57 (LIMESTONE BED SEPARATION LAYER)(REMOVED FROM CONTRACT) TON 0 $0.00 $0.00

7.4 AASHTO #4 (AMD SYSTEM LIMESTONE BED AND LIMESTONE POND REHAB) TON 7,500 $45.00 $337,500.00

7.5 8 INCH SOLID SDR 35 PIPE LF 930 $70.00 $65,100.00

7.6 8 INCH PERFORATED SDR 35 PIPE LF 690 $70.00 $48,300.00

7.7 15-INCH HDPE CULVERT (REMOVED FROM CONTRACT) LF 0 $0.00 $0.00

7.8 42-INCH HDPE CULVERT(REMOVED FROM CONTRACT) LF 0 $0.00 $0.00

7.9 SPLASH PAD EA 5 $500.00 $2,500.00

7.10 CLEANOUT EA 9 $65.00 $585.00

7.11 4 INCH PVC GATE VALVE (COMPLETE) EA 1 $600.00 $600.00

7.12 8 INCH PVC GATE VALVE (COMPLETE) EA 8 $600.00 $4,800.00

7.13 SIPHON SYSTEM (COMPLETE) EA 2 $5,000.00 $10,000.00

7.14 PIPE ANCHOR EA 25 $1,200.00 $30,000.00

7.15 8 FT X 8 FT CONCRETE VAULT EA 2 $10,000.00 $20,000.00

7.16 TYPE B INLET EA 1 $3,500.00 $3,500.00

7.17 WEIR STRUCTURE (CAST IN PLACE) EA 1 $7,500.00 $7,500.00

7.18 SEEP COLLECTOR WITH PIPES LF 450 $65.00 $29,250.00

7.19 SEEP COLLECTOR WITHOUT PIPES CY 550 $10.00 $5,500.00

7.20 SLIP REPAIR BENCH DRAIN LF 500 $60.00 $30,000.00

7.21 SLIP REPAIR CONVEYANCE PIPE LF 100 $55.00 $5,500.00

7.22 2 FT D X 2 FT BW, RIPRAP "TRAPEZOIDAL" CHANNEL WITH GCL LF 230 $100.00 $23,000.00

7.23 2 FT D X 2 FT BW, GROUTED RIPRAP "TRAPEZOIDAL" CHANNEL WITH GCL LF 368 $115.00 $42,320.00

7.24 3 FT D X 6 FT BW, GROUTED RIPRAP "TRAPEZOIDAL" CHANNEL WITH GCL LF 630 $230.00 $144,900.00

7.25 3 FT D X 8 FT BW, RIPRAP "TRAPEZOIDAL" CHANNEL WITH GCL LF 157 $200.00 $31,400.00

7.26 3 FT D X 10 FT BW, GROUTED RIPRAP "TRAPEZOIDAL" CHANNEL WITH GCL LF 132 $300.00 $39,600.00

7.27 GROUT ANCHOR/KEY LF 225 $40.00 $9,000.00

7.28 WALKWAY, WALKWAY FOOTING, SAFETY RAILING EA 1 $15,000.00 $15,000.00

7.29 SUMP EA 3 $1,000.00 $3,000.00

7.30 CONCRETE CHANNEL (CAST-IN-PLACE) EA 2 $5,000.00 $10,000.00

7.31 AASHTO #1 (LIMESTONE BED SEPARATION LAYER) TON 820 $35.00 $28,700.00

7.32 16-INCH SDR-17 CULVERT LF 180 $80.00 $14,400.00

7.33 AASHTO #57 (LIMESTONE BED PIPE TRENCH LAYER) TON 680 $35.00 $23,800.00

7.34 2 FT D X 2 FT BW, GROUTED RIPRAP "TRAPEZOIDAL" CHANNEL LF 18 $100.00 $1,800.00

7.35 2 FT D X 4 FT BW, GROUTED RIPRAP "TRAPEZOIDAL" CHANNEL LF 61 $115.00 $7,015.00

7.36 2 FT D X 10 FT BW, GROUTED RIPRAP "TRAPEZOIDAL" CHANNEL LF 52 $300.00 $15,600.00

8.0 TOPSOIL IMPORT(REMOVED FROM CONTRACT) CY 0 $4,500.00 $0.00

9.0 SUBSIDENCE DEPRESSION REPAIR TON 10 $45.00 $450.00

10.0 ADMINISTRATION COST (LIMITED TO 3% OF TOTAL BID) LS 1 $50,000.00 $50,000.00

TOTAL $1,875,220.00

KEMPTON REFUSE REHABILITATION

ENGINEERS ESTIMATE

The DEP reserves the right to request additional information and supporting documentation regarding unit prices when the unit price appears to be unreasonable.

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